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HomeMy WebLinkAboutSDP201000087 Plan - Other (not approved) 2010-10-15RT. 29, LLC ,\ ,- —` � �' -__' = ZONE: NMD; NEIGHBORH MODEL D TRIC NN' \ \ — — - - i TMP: 03200- 00-00-05000 I I , l v � EXISTING 12" � I l � '" � � ,---- �` �f 1 \ USE: VAC NT I I l I l \ / \ ( ! WATER LINE I \ \ _ -- .___ ;/ EXISTING F.H. \ D.B. 3801 .616 ' i \ \ l 1 »� I RT. 29, LL / SCOTT R. COLLINS� ,y' -- -- - _ -- EXISTING 12 ZONE: NM • NEIGHBORHOO M L DISTRIC \ / O -� - WATER LINE TAI :03200-00 -00- 04500 .; f n / % J U No. 35791 a L -182.5 -- VA A T \ I \\ 1 1 1 98 R =9 0. _ -__ -� �SE. C N V f / � , =9 .9745 i A =10.7 9 =182. 99 R=97 > \ \ D.B.*1 PG. 616 v / � I f � I / � •• ONAL TO s ---... - ��.:_„ , � COLIMBIA !i HOL CYME�S L1C DEPA ATMENT j - C/ PROPERTY T _ AD 8 H ° `` PLANNED D LOPM NT M ED COMM. I % r'2 .3 yZ- '- p " � _�..� To` of oX^` M.aRK \; � 5 --.- TMP:O 00-00�0430X % / / g A EXISTING ENTRANCE ,2 Cc°.' W ' - -r=- j /, �C - -__ -- Cp \ /EXISTING 5' TO BE REMOVED 2 r _ r n - R=970 - \ \= - - J ( -- / SIDEWALK R =970 r / / /" l\ % 159.- 7 - , . .3081 N 'T- 5 / EXISTING RIW o�- \ 2' C DEBT S52 50' 3 »E N �\ q- 10'21» j .t \ < ` Q EXISTING STREkA � /= J 1.��� � \ 1 I i 1 ; / / �lI{ , I �! �l � l ' � �, II t \ 1 I � I � � \ �0\ \ \ . - = % \\ L1 ,� �'.•R.,. Q'� / f ) � z - / / �\ ` j ' ' '} I ! I I y y \ ( \ \ \ \ \ \ \ \ \ \ `\ PROPOSED SIDEWALK :'� '`� W w � \ \ �\ _ WITH CONSTRUCTION O i � ( � �, t� � 1 1, � y'�' � ! � 1 TMP: 32� --50 \ � OF MEETING STREET � ����/ l ' 0 J I I LIMITS OF GREENWAY 1 J I i \ ; \ ROUTE 29� LLC \\ , D.B. 3801 P 609 EIGHBORHOOD MOREL DISTRICT \ \ �. � 30 53. � V J _v\' } \ EXISTING W `�_ PROPERTY LINE TO BE VACATED 10' \/ T P j 34-45 l ; U E LLC \ % (D. 301 Pg 609 \ / -- '� N IGH OR OOD A)l\ODEL DISTRICT N, S58 clu Cz �\ \, \ i ( y, \ \ \ \ \ \\ \` \ PROPERTY LINE PROPOSED UNDER \ \\ \ \�\ \ \ 1 SUBDIVISION PLAT SUV- 2010 -132 \ IN 4RE'E "j ar� �\ \ �\ o \\ . 11I,� �\ .�\ •�� \ / 11 _ �\ �- air \ \ \ \ �, \ EXISTING \ •� \ \SEDIMENT BASIN\ \\ \ �\\ \ \ Q �i Q1 1..�. 35. co \ I \ ' --. \ \ ��� N5 39 04 F- , 1 T�`` y \ \ `\ \ 6.98 ` \ `� ��\ \�i 62.3 TOTAL \ i / / �-/' 00 Z \ \ W CD M Z UP V1 VIL AG �L \� \ \ ` \ �� / ' I% / �� i Z \ \..� \ LIMITS OF PROJECT / �- 8„ 8 "S✓ SPQE TI�L \ 8 O \ \ \ .\ � \ y � � sao `"--- --� 8, S NCB C114 0 A LL \ \ \ H� S SITE o LL TMP: 32.:`' -A PRO SED MIXED COMMERCI o U \ \ F a \ \ (UNDER CON RUCTION} ^ j _ ? ` ` , I \ i� /i 10 %� / / ROUTE LLC / J (n D.B. 380 g 609 0 f J O mC PLANNED DEVEL t, . D COMMMERCI L f \y � , __�_ _ _._._ _�� , ; �� /J iii � � � � 3 uj NOTE: EXISTING GRADING WITHIN MEETING STREET .:' _ U Q LIMITS AND ON THE KOHLS SITE IS CURRENTLY / ( y I \� A v� A\ \ \ 1v1 -� I i �� I �I �� f ( / / , RIW L PERFORMED UNDER WPO 2008 -86 < o ,EXISTING \ \ \ \ EXISTING BEING \ W a TREE LANE v 1� i / 1 j \ \ \ \A\ - / SEDIMENT BASIN. �� ` / / _ — x Z - - % EXISTING / � 1 j I y y `STOCKP►ILE � \\ ��� o TMP: 32 -�0A 1 I l \ \ \ �. � �` \�\\ �' ' / �'Y. C L ND RUST I I I I t \ \ ,v \ � l `\\ W t I I , EXISTINd \ ^ _ _ H o / R SIDEN IAL I h tSANJTARYSEWER h� - \�_ __ _ \ \� \ \ \ \� i ( 1, uj v Fr \ \ \ \ 1 l - \ ISTING } \ s / o \ -` `_ < \ \ PROPOSED SIDEWALIK - \ \ �\ g• ER LI \ t` z - / o WITH CONSTRUCTION W w z _ \ ¢6' _ \ - ' OF MEETING STREET ` �� \ / `- , ' �� W � Z , _�`� W \\- M1 C. � EXI -hiiO 24a►3ANITARY SEWER EASEMENT' - ,' TMP: 32-45 D.B. 3323_ Pg 740 ROUTE 29 LLC --RURAL AREAS \ �- \ \ \ \ i 1` _ ` \ / { 8' S Q D.B. 3801 Pg 609 PLANNED DEVEL MIXED COMMERCIAL � En -- 1. �'OPQGRAPFf'� /S VY ^TOPOGF�AHY GRAYED `FR M AERIAL SVE1t<PROVIDED �1C ',� / - -- _ -_- - - - -_ - \ \ \. \ \ I I 3� IN I JU 2t�Q� \ VET( NFORMA ON PROMDEp BY---,- \ \ ~ ----- \\ \ `\ �J I GRAPHIC SCALE - L.QUISA AERIAL �13VEY� _ _, \ RIVANNA ENGI RING & SI��YWG,`,P \TOPOG PH FIE`>:D_�VERIFiEO�BY COLLINS- �, -- -_ --- \ \ h \ / .\ \ \ \. ; \\ \ ` TMP: 32 -5 \ s0 0 2s 50 100 00 2 102036 N EN6IN�ERIRiG ARCH 2O10�\ -• �. �,, / - -- � \ \ � � \ \\ ?' Ri9UTE 29 LLC �R \ ' 2: ERE N FLOODPLAIN CIMS \L,�C�ATE� ON 1�4iS�Sl1`'�PER MA MAP51063CQ14U / _ ^ - —T __ \ \\ \ \ _ I \ SCALE ° ; TH. � �, �� -V \� \ \ , _- .--� — -___.i i / r- ---.-. � --_. � - � \ \ ' \ � ' \ D.B. 301 Pg 609 � ..... \ EFf•EGZIVE TE FEBRUARY 4, 20 'Q5. , — \ \ \ \ \ , ,. \ , =5 ��G EROSt9N / / ` ' \ \ \ , \ L/ DEVEL MIXED CO CI L _ \ j " -50' o ' 3.�FttS SITE S_-ALREADY BEAN CLRE�D ANQ tADS�NDER�N -E SII�I _ \ \ \ T \ ( IN FEET)r CRI CAL \LOPES � T THI TI f 'PRO Tlr`-ARE� l= L-GRI11CAL r� f / '' _ -` 1 CONTRQL�_ AN. NO TI\ -- - � \ - \ �'� ' \ .� \ 1 inch = 50 ft. SLOPE t �BANCE�REVIQUSLY\ WA A,PPR0 UNQ�R Tt+E-- kLQ�LtYMtEAD I�EZQ�IIN�` �/ 4 \ \ T \\ \ \\ \ \ \ \ v� SHEET NO. a PE A �2 AND WITH E APPROVED EROSI01� CONTRQL'PL4�N -- �_ -� \ 2 N E L D MMERC L 40 fi F.H. M ------ REMOVE EXISTIN LUG AND CONNECT TO EXISTING 12" D.I. WATERLINE MH 7 D 8,3 8&\1C1 28 /-Op RK PROPOSED 6" D.I. FIRE LINE WIN PROPOSED 3" D.I. WATER t; PROPOSE ILI. S M LATERAL WITH 21" METER VAULT PROPOSED 4 12". D.I. FIRE LINE m a COAZ�40R TO OPiN CUT PARKING LOT AND lw ROAD AS NECESSARY TO INSTALL PROPOSED ar. \ SANITARY SEWER AND WATER CONNECTIONS. CURRENTLY, ROADWAY IS NOT CONSTRUCTED 48 AND PARKING LOT IS NOT PAVED.---7 -------UR-A—PHlC SCALE 0 20 40 80 ( IN FEET ) I inch = 40 ft. 160 "w 7, 0 0 w. ONTRACTOR TO ENS RE SANITARY EWER HAS ADEQUATE VERTICAL CLEARANCE BETWEEN EXISTING WATER LATERALS AND STORM SEWER. CONTRACTOR SHALL CONTACT THE ENGINEER IF FIELD CONDITIONS VARY FROM THE SITE c)l AN CONf6C 07R TO CONNEC PROPOSED SANITARY SEWER TO EXISTING MH H �F, Ells-1 MINI NA, Qpl�% F Tr R. COLJINS'Z No. 35791 -10VAT. 0 CO m U) z a :5 Zu Lf) uj Z. 0 Z. U) iu> C) 2 L MO 0 raq —p-A, LU T--4 V- uj F- rn Z a,\ Lu U z Z ENNINNIN 0 am N F- w < W w > 0 Z �.j 0 c F- Z cl -0 L9 < ce-c r L 'T 0 Lu z W -T- CL CD U CD -0 LLJ 0 c E ul > 0 F-4 0 0 uj z cf) r ^ LLJ 0 W z LLJ �� w (10 z < C) 00 u UO) J� Uj a F- o > < x 0 O0) 0 UA 0 JOB NO. 102036 0 0 SCALE 1 rl =40 ' -0 c: c: SHEET NO. a 0 4 �c R POS D P OPOSED � _ \ i RE AI ING AL \ AFETY R)41L DI 3C r ----------- - I / �- �. ' SCO T R. COL NSA t -r -RtS _ 4. -- �- 4 ; WNCENT� �--- - o - t , SRI �`�- --� .,_• . • U No. 35791 � -1-r � - _..�� - ---- ^ � 37.45 ' ` '�f . -- _ E/VCH � •' \\ 00 / W • •. - _ -- - ,6 p _..-- - "" D '-._y�f�• �� _` ,y�_ � _'i..1 r� F Bn �L1A14/C � \ % �o`�•� 1.�'V // ��__ - ___ y -- tt ` \ /Vy((y►� 539.17 p7;A (P _ 2 TW �31 ^ f • - -__. -_ (P) RAM 5j • ! ( e _ _ / f OFFICE/RETAIL / (P) HANDRAIL RESTAURANT (TYP.) (P ) \ \i6 Too SF jil 3 .00 \� \ 1 -3B THEATER 1 -3 i' }; , P 12" NYLOPLAST 8,800 SF �' I \' GRATE INLINE DRAINTHERTER FLOOR 9.00 \ r U I ., z cz EXISTING t / I) ' \ ELEV(. GREENWAIr--+ �� / �! 1 P.) 11=539 r 50 \ �' Q u t � ! I • \ D S ENT ': _ 539.00 ' ! � \ ' � qell \ I •� > li J �• \ \� v �� ^^^yyy�" \ g, F IN ET 6� \ G P X Z �_ ` _�_ rn/BUnN D. .tab -- // "�YLOPLAST \ .� .... -_ - � 35 PVC�Q/PE; L 1,�46. 9 `..• \ , >. /. DRAN LINE (TYP.) 53 00 - 0 TC s \ _ ui 159 44.92 544. -5 42 \ / M T ) \ 539.3 f Xil \ \ \ \ I ' 558- .v. ,• f O ;\ \ \' " / `�P)�2, LOPL�4ST\ N 21 i � � � � �> OFFICE /RETAIL/ f. � \.'. _-\ � ' _--- o \ \ \\ RATIrI�E O tN RESTAURANT O -- `- \I 1 00 SF "" \ � \ \ `` \ P• �- � \ 539.17 ' (P CG-6 P i�• � SJ - -- ( w CON IBUA A. 0. cc.� w D. j 41 SDR 35 PVC P/P ; =21.20, \ p INWRTS 541.75 & 541. -3B 18 bl r-: 16 14 DI-3B' i \ \ iPP ED \ \ \ \\ \ \ 14� IREi1 Ai I WALL \ \\ • \ S. .�\ \ \� 17 k y - _ --�_ -V I .N SAFE RAIL �\ \ \ \ \ \\ W �I�AAX. T� zo � �\\ � \�. 39� � N. ' RAINA S ;' ' '1 '-- \ ( 8" NYL'OPLAS \ s RI .00 \ \ \ � � � _ \ ! \' \ � � LINE �'F�(P.) •` ! -N, � ,. F � \ ` _ \ NO V�� 1V\ \ \ LBW \ I G L \ l \ �5G-6\ `` AjFt CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE \ \ a�C 5 B 0.00 _ \ / ADJACENT PROPOSED CURB ELEVATIONS. y W N a CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS TO ANY EXISTING \ \ `�I \ \ `a� \ \ - ROAD. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY \ \ \ \ \ \ \ \\� I I \ LL �r \ \ / / -- W z LL ov DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND \ \ 1 12 \ GUTTER. CONTRACTOR SHALL ALSO \ \ \ i \ \ THE PROPOSED ROADS, CURB, AND GU \ \ �t \ / � � \ ��\ W '� - � S TO EXISTING \ � -y � IN 5 ', Q�� � - i CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE -IN \ \ \ \ s - tl - o ` R • T 7 x13'. M 10 ' O �`' v ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. \ ,\\ y\ \ \ , 40- Cw= 2 / \ \ 0" 4 O W - DIRT M EXCAVATED SHALL BE USED FOR THE FILL DIRT AND SHALL BE ` ''` / / H ON THE PLANS TO WITHIN 6" OF FINAL GRADE, THEN _y \ ` T5 =535:07 535 • , 39 � � p° j '� � \ �■ � a GRADED ASS OWN TEMPORARILY SEEDED FOR STABILIZATION. -.,` \ \ �� �} \ P D FIL&RA LET BO 9 1. =a.67 o Cw \ \ DI -3B 38 L, �? <u / / / / [w Q z o a f_ DRAINAGE DESCRIPTIONS PIPE IWOFJ*,nON INLET IWOFWK*noN STR. DIA. in. LENGTH' R SLOPE % INVERT IN INVERT OUT MATEPoIIL INLET TYPE Curb Type INLET STATION SLOT LENGTH PoNI' ELEVATION COMMENTS 28 DI-3C CG-6 20+08.23 6 538.58 27 15 104.30 0.50% 533.60 533.08 WM 26 DI -38 CG-6 19+04.20 8 538.52 25 15 81.98 0.60% 532.98 532.87 FICP3 24 01-38 CG•8 18+42.24 6 540.98 23 15 114.57 0.50% 532.57 532.00 RCP3 22 1 01-38 CG8 17+27.87 B 539.67 21 18 138.08 0.50% 531.90 631.21 1 RCP3 20 DI -36 CG-6 15+89.59 14 536.29 19 24 38.20 0.50% 531.11 530.92 F4vP3 18 DI -36 CG-6 15+51.38 6 536.78 17 24 78.50 0.51% 530.82 530.42 RCP3 16 DI -36 CG-6 14+72.1 8 541.99 15 24 38.77 0.49% 530.32 530.131 RCP3 14 1 DI -38 Cr_-6 10+25.00 12 544.50 13 24 154.32 0.50% 530.03 629.26 RCP3 12 DI 38 CG8 12+79.79 12 541.10 11 24 18.80 0.48% 529.15 529.07 RCP3 10 M+1 12+61.19 540.12 9 24 47.60 4.73% 533.00 530.75 F40M 8 w +1 12+13.80 637.96 7 24 48.34 3.52% 527.00 526.30 RCP3 g' w+•1 11 +65.26 534.04 5 24 126.30 1.21% 523.30 521.77 F4CP3 4 DI -313 CG-6 10+38.96 6 527.73 3 24 28.45 3.78% 503.00 502.00 RCP4 DI-3C CG-6 11+60.84 8 528.50 29 15 135.84 0.50% 524.08 523.40 RCP3 38 DI -3B CG8 11+67.12 6 540.50 37 15 64.40 4.81% 536.50 533.40 RCP3 36 GB 11 +02.72 6 537.40 35 15 22.13 13.10% 533.30 530.40 RCP3 DI -3B CG8 10+80.59 8 537.53 33 15 55.58 1.98% 528.40 525.30 RCP3 42 DI -36 CGe 11 +11.77 10 536.52 41 15 38.03 0.50% 532.06 531.89 F2CP3 40 DI -3B C6-6 10+73.74 18 538.00 39 15 48.74 1.70% 531.79 530.96 RCP3 46 131-38 CG-6 11 +87.51 12 545.32 45 15 38.11 0.50% 538.48 538.29 RCP3 44 DI -38 CG6 11 +49.39 8 548.02 43 15 124.39 0.50% 538.19 537.57 RCP3 r�0 DI-313 CG8 11 +58,45 12 524.73 49 15 90.85 2.18% 519.40 517.42 FaCP3 48 DI -313 CG6 10+70.46 14 524.10 47 15 67.40 10.76% 50325 496.00 RCP4 52 13I -38 CG-6 8 524.00 51 15 153.92 6.52% 519.70 518.90 RCP3 \ 5� PIP 17.7 TC- \ � W pC 1� \ D - _ - 1 �� / s¢ \ zo�� / o ; L -1 42 T 8 37 / / \ m •r / NOTE: EXISTING STOCKPIL DIRT \ 0 0 \� \r p / TO BE REMOVED BY OTHE o 524. 3T I � � `� 33 !/ 524. 3FL II �/ 6 / \ W (•� S F _ P, RQP INLET' 8 "x8' OX w 486- RA / 6'x ' W// 4� R � N 2� IM" - _ _ Ct�IR/BUAN 1 L 75; T5 Q9 4" SDR •P 31si5' =527. 35 71 ' / \ 1`1 0 E 452Q71, Tr�5 .46; F1 W 1 NY OP �i 1 L_ 2'�'� -' _ �� ! g j NOTES: - - -- W ° -- -~ / 1 / 1. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS PARKING LOTS 9 F TE IN�INE D 1 �_ _ _ c i ` •� (P)--GD -2 ALLEYS, MANHOLE TOPS, AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, W DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO w CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE r ^ DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. v I w 2. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS TO ANY EXISTING ROAD. CONTRACTOR w W V, I \ \ � IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING f 'l ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB AND GUTTER. CONTRACTOR ,,w/ a o T l l , ` \ \ \ . \ \ \ 4 __%� \� �\ \ \ I t �.� / / SHALL ALSO CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, w r , { \ TW i _ \ _ \ \\ I J PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. J I~ v o r.• ' �� y 1 \ BW \ - S? ALL DISTURBED AREA FROM THIS PROJECT SHALL BE STABILIZED AS PART OF THE SCOPE OF THE PROJECT. STABILIZATION TO INCLUDE RE- SPREADING 2-40 OF TOPSOIL OVER GRADED AND W a DISTURBED AREAS AND SEEDING AND STRAWING TO ESTABLISH A GRASS STABILIZED AREA. J_, S CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF THIS AREA, UNLESS DISTURBANCE v � � \ \ � J -` \ \ � � / � � '® CONSTRUCTION F THE BUILDING UNITS. w � •� ` 11p) EW -z ENDWALL & OT ECG CL. \ �e - \ \\ / ' BEGINS WITH THE CONSTRU O 04 Q RAP W TH EOI►BRIC ! ,- - - P) C \ / SLOPES STEEPER THAN 3:1 SHALL HAVE LOW MAINTENANCE (NOT GRASS) GROUND COVER. SEE w X \ ��i r UNDE Y ENT \� - �\ \\ J LANDSCAPING, SHEET 29, FOR LOCATION OF GROUND COVER ON SLOPES STEEPER THAN 3:1. ix W z'D } C '�- =� \ 1 - T� cl� NN - . Q b Q) - I, T I (P -i b�Al L DOT\ \EC -3 TY u F �IP�AP OSED` 3. y �\ X06 No. 2 - 5Lxs AA U, R�T'AI GW�ii_L -, \ `- \ S2 GRAPHIC CALE\ _ o f I 'WIT S FETY RAIL'S \ \ \ J so 80 ,� 102036 6 \ �A T..= 20" �� I o \ „ SCALE , . \ \ \\ \ - ALE POPO 1 r, =�iOr = STORM R �GMT -' \ /� 13 - C _ AINTEN CE SEMENT `` \ / SHEET NO. a 5 STR 10; VDOT DI 3B, L= 8 ' 00 u 10+00 10+50 11+00 11 +50 12+00 12 +50 13 +00 13 +50 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VOO T 2007 ROAD AND BRIDGE SPECIFICA 7ION 303.04. NOTE. • MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE: MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NO 7E. VDOT STD. I5-1 REQUIRED ON ALL STRUCTURES. NOTE. VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE.• ALL PIPE 1S CLASS III RCP, UNLESS NOTED OTHERWISE. NOTE- ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEO TECHNI CAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. 14+00 14 +50 15 +00 15 +50 16 +00 1115 +.W STR28 -,OUT 1 /+UU 1 1+5U 18rw I orw 10 w r v• w w. .... .5 50 VERTICAL SCALE 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 TT R. COLLINSZ H No. 35791 4�- A iNXAL ETA' J Z m 0 a N z Z N a. W ul ul O J ~ z OC J H z W ce 0 H N a H LuM M N 4 m 1 N 0 Cif WN N L9 W� W} W F-4 0 zP4 W wx U 1 ul w L 0­4 H ,W W F-4 CA 0 u 0 W r� �.i o G N W 0 nc a J W U Z 3: 0 F- 0 Q 0 w N n I S 0 0 m' 0 w� c r J 0 LJL III o Q 0� 0 o w 3 W Q V 7 W ° OL Z �0 W ♦� Q a 0 _� a c� L G! w w cn Z w Z w V) Z J 0 V w 0 Q_0 WX s V D a N � 0 W a = V JOB NO. 102036 co SCALE 1 " =50 ` cc N C a SHEET 8 a� STA:12 +61.08 5 I K 14; VUV I UI 40, L= is - -e= °•-° TP:540.06 - STA.10 +25.00 M O 550 INV IN. 529.07 TO 12 io TP:544.50 p N - - �-- - - 550 _ INV IN. 530.96 TO 40 '' - ° - - INV I N. 530.13 TO 16 - - - - I- N c - - -- _- co INV OUT. 533.00 TO 8 c� INV IN. 537.57 TO 44 � c ,M co � j � en p F•' INV OUT. 530.03 TO 12 $s Z iO ( ` J M N O J Go STR 8; VDOT DI 3B, L =10 ' � CD er .- � Q O M cw O -N N N O 0 OO ,; ,N � N 0 - 'j N STA:12 +13.48 > 1• N H a z' to F- .. _ _ r p C% N STR 20; VDOT DI 26, L= 8 a� O �" F5 H H N 1` N 0'N 0~ N 0 1- 545 545 _ TP:537.96 INV IN. 530.75 TO 10 N N .- Z O - -. h c~w STA :15 +89.47 O N Cn TP:536.36 O o 8 O U.) g M N C > `r r�� � H o f- 0 °� 0 N 0 F. c� - _ _. _- - _ - �' � INV OUT. 527.00 TO 6 1-t- �Z � � � i in >+ INV IN. 531.21 TO 22 + ^ H 0 ~ONIn > N PRQt� + N°r°�z - of NM m � 8:" un - 'T- INV OUT. 531.11 TO 18 + M Z � O - - - � Z � > � � � \g,- c°�? STR 6 VDOT DI 313, L= 10 ' ILL A T 50_ k - - v� N "•'O N � ~ Z Z_� - N N �` 54.0 � STA:11 +65.15 � C MPAC ION � _ - vd�i Fa_'?L � 540 - p) � TP:534.04 - �I EXISTING GRAD INV IN. 525.30 TO 8 INV IN. 523.40 TO 30 (P) 8" .I. WA RLIN _ INV IN. 525.30 TO 34 24" RCP III _ -- 1 () 6" PV SANI Y INV OUT. 523.30 TO 4 r'47.60 LF @ 4.73% 5.29 WAT 3. 8' SAN S ER ERA \ 535 535 � ERGEN Y /OVER ow - - / J R 10 BYPASS— RGE ST M EVENTS) 1.42' SAN -S M 2 N, w14 24" RCP III 1' 15" RCP III -- STM -- - i 1 i% ' / 7 �' , , 15" RCP III 15" RCP III 18.60 LF oLD 0.50% %i' 104.03 LF 0.50% 530 4-3 '%; ' ' 114.57 LF @ 0.50% 61.96 LF @ 0.50% 530 S N �*24' 24" RCP III 18" RCP Ili _ _ Z(F .00' STM RCP III h 38.20 LF @ 0.50% 138.08 LF @ 0.50% ) 8" D. WATE LINE ; 154.32 LF @ 0.50% - - 24" RCP III - 7 j 525 / i L024" FR CL. III STORM CP TO SEW )UTFA INTO VD SL- T S (TYP.) - 24" RCP 38.77 LF III 0.50 78.50 °i6 LF @ 0).50% - - - 525 C N ND OUND _ _ - 77T / i DE NTION SYSTEM. (INV. i IN-5 .97 d[ NV. OUT-528.7 ) - 24" RCP III 520 520 131.96 LF @ 1.16% 24" RCP III 48.34 LF @ 3.51 % -- EME ZGENCYJOVERFLOW - - �- STORN SEWER I To BYP ASS 51 5 515 LAR STOR EVEN IS) - - - -- _- - STR 4; VDOT DI 3B, L= 8' STA:10 +33.18 TP:526.23 INV IN. 521.77 TO 6 INV IN. 518.90 TO 52 510 510 INV OUT. 503.00 TO - _ - OT STD. 505 SL -1 (I Yp.) - - _ - - _ 505 500 500 24" RCP Iv _ -- - - -._ __ _. __ _ ____ 20.68 LF @ 4.84% 495 495 - -- - - -- - - - - - - - 492 492 1 W W t0 u� CHAR CAR Cq to 1i C! P c$0 oNp IN`, ��p et; CO �^ te0� 1A tG 1n 1n 1 If) 1� tM[) IM 1M 1t1 W LL mow. nw Ani GA fAiAA HA�ddCO 7A iAA AAifG 10+00 10+50 11+00 11 +50 12+00 12 +50 13 +00 13 +50 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VOO T 2007 ROAD AND BRIDGE SPECIFICA 7ION 303.04. NOTE. • MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE: MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NO 7E. VDOT STD. I5-1 REQUIRED ON ALL STRUCTURES. NOTE. VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE.• ALL PIPE 1S CLASS III RCP, UNLESS NOTED OTHERWISE. NOTE- ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEO TECHNI CAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. 14+00 14 +50 15 +00 15 +50 16 +00 1115 +.W STR28 -,OUT 1 /+UU 1 1+5U 18rw I orw 10 w r v• w w. .... .5 50 VERTICAL SCALE 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 TT R. COLLINSZ H No. 35791 4�- A iNXAL ETA' J Z m 0 a N z Z N a. W ul ul O J ~ z OC J H z W ce 0 H N a H LuM M N 4 m 1 N 0 Cif WN N L9 W� W} W F-4 0 zP4 W wx U 1 ul w L 0­4 H ,W W F-4 CA 0 u 0 W r� �.i o G N W 0 nc a J W U Z 3: 0 F- 0 Q 0 w N n I S 0 0 m' 0 w� c r J 0 LJL III o Q 0� 0 o w 3 W Q V 7 W ° OL Z �0 W ♦� Q a 0 _� a c� L G! w w cn Z w Z w V) Z J 0 V w 0 Q_0 WX s V D a N � 0 W a = V JOB NO. 102036 co SCALE 1 " =50 ` cc N C a SHEET 8 a� 0 INV IN. 538.29 TO 46 J et co cm O H D000 Lo ~rd - O� 540 � � .� MN Oo N K3 l If Ml 10 +00 10+50 11+00 11 +5011 +70 12+00 12 +25 STR 30 - 6 STR 44; VDOT DI 3B, L= 10' STA:11 +49.39 STR 1d• VMT DI 38. L= 8 TP:548.02 -, 0 J m n STA:10 +25.00 INV IN. 538.29 TO 46 > + o -A, ,n U? 1 1 m w -• ca - O� TP:544.50 INV OUT. 538.19 TO 14 530 INV IN. 530.40 TO 36 Of.. � ; o N ^ TP:540.06 INV IN. 530.13 TO 16 PROI IOSED:37RADE INV IN. 529.07 TO 12 O to > cn �_ LO / ° 550 INV I 1 STA:11 +11.77 rTP:536.52 540 EXISTING r 01 (P 4" D.I. '00 M INV OUT. 530.03 TO 12 1 535 GRADE 1 " FIR ELINE v r to O= a 535 f? o �' - co 9 O o N - r \A a o INV IN. 518.90 TO 52 + g U? -- - -- v� v� ►- _ _ / WITH h ETER AULT ¢ C-4 0 OMP TION 0 (P) " D.. LO OOOM to O N N N! - �h Z m CO) POSE \ 545 _ 540 > 'O �/ N 525 540 545 -6 - G DE P (P) 2" .I. W ER LA ERAL ROP DROPOSED 525 c�n 530 2.8 WITH ETER AULT EXISTING 530 (P 6" PVC SANIT Y 1.ao' 3. 0' 04, (P) 6 PVC&kNITAR 520 SEWS R LATE 520 Fi RE LINE 535 f RAL 1 -STIA EV =52 .21 SAN 4.07 _ T.M31. 535 /' EL =526. 525 15" RCP III LAT STM WAT LAT WA -LAT 1 7 3 525 L 64.40 LF @ 4.81 % 9 RCP ' T � 530 2. i,i .11 1.00' M LF 0.50% 530 535 13.10% INE 515 sA 3_2 515 535 STM FILL AT 95% 520 III 520 OMPA 1.03' 510 124.39 L`15' RCP 111 0.50% - F 518 SAN 135.84 LF @ 0.50% VDOT 518 W N ti 0) GNo N Q N cOC STM 530 W� 505 °d$ m �i � I oo Ln C to LL uMi P.) 505 530 W 528 505 525 10 +00 10+50 11+00 11 +5011 +70 12+00 12 +25 STR 30 - 6 STR 44; VDOT DI 3B, L= 10' STA:11 +49.39 STR 1d• VMT DI 38. L= 8 TP:548.02 -, 0 J m n STA:10 +25.00 INV IN. 538.29 TO 46 TP:537.53 2. 1 1 m w r - O� TP:544.50 INV OUT. 538.19 TO 14 530 INV IN. 530.40 TO 36 Of.. � ; o N ^ TP:540.06 INV IN. 530.13 TO 16 PROI IOSED:37RADE INV IN. 529.07 TO 12 O to > cn INV OUT. 526.40 TO 6 / ° 550 INV I 1 STA:11 +11.77 rTP:536.52 540 iii I INV OUT. 532.08 TO 40 ON v- INV IN. 537.57 TO 44 '00 M INV OUT. 530.03 TO 12 1 545 545 ISTI G GRA E r 19 v r to O= a 545 f? o �' - co 9 O o N - r \A a o INV IN. 518.90 TO 52 + g U? -- - -- v� v� ►- _ _ M 000 p D u) N M �o uj%c _ OMP TION 0 LO OOOM to O N N N! - �h Z C0 (0 ~ \ 545 525 540 > 'O �/ N 525 540 545 -6 - P 8" D.I. WATERLINE GRADE' ROP DROPOSED 525 c�n 2.8 F EXISTING 540 1.ao' GIZADE7 wT 1 2 ' 520 540 520 535 f 45 1 -STIA 3 535 /' 15" RCP III 15" RCP III (p) g" 3 153.92 L 64.40 LF @ 4.81 % 15" RCP III _ � 530 2. i,i 15" 1.00' 38.11 LF 0.50% 530 535 13.10% 19 % 515 sA 3_2 515 535 -S FILL AT 95% 15" RCP III OMPA 1.03' 510 124.39 LF tQ 0.50% - F LL AT 9 SAN 510 VDOT TD. CO 3 N STM 530 SL -1 (1, 505 ( P.) 505 530 528 505 525 500 528 JO 525 CD Co IN. °? CQ p �? 500 024" C . III RCI Ill Ill TFALI. F V-: C14 ti iO.N C6 co W W WIii N CONTE UNDE tGROUN DETP4 ION W lL 47 SYS TO S ORM S I WR. I (it V. 10 +00 10 +50 11 +00 11 +50 12 +012+13 12 +50 12 +75 STR 46 -14 7 STR 34; VDOT DI 3B, L= 8' 550 STA:10 +80.59 0 !; 550 10 +00 10 +50 11+00 11 +50 STR 38 - 6 c o 20 m O J O N TP:537.53 2. 1 1 m w r - O� STR 10; VDOT DI 36, L= 8' 530 INV IN. 530.40 TO 36 Of.. � ; o N ^ TP:540.06 $ � �" U) � � INV IN. 529.07 TO 12 530 cn INV OUT. 526.40 TO 6 / ° STR 42; VDOT DI 3B, L= 8' INV I 1 STA:11 +11.77 rTP:536.52 540 iii I INV OUT. 532.08 TO 40 ON v- oopp st0�2= - N O + 0 545 545 o m M H cog + INV IN. 521.77 TO 6 545 f? o �' - co 9 O o N - r \A a o INV IN. 518.90 TO 52 + g U? -- v� v� ►- _ _ M 000 p D u) N M �o uj%c _ INV OUT. 503.00 TO 0 LO OOOM to O N N N! - �h Z POSE \ 525 540 > 'O �/ N 525 540 EXISTING - 525 \ GRADE' ROP DROPOSED 525 c�n F EXISTING GIZADE7 i 520 520 535 f - 1 3 535 15" RCP III 15" RCP III (p) g" 3 153.92 L 64.40 LF @ 4.81 % _ � 530 2. i,i 15" RCP 111 530 22.13 LF 13.10% 19 % 515 3_2 515 -S FILL AT 95% 510 OMPA 1.03' 510 510 - F LL AT 9 SAN 510 CO 3 N STM 505 ( P.) 505 505 525 500 525 500 024" C . III RCI I TO OL TFALI. F ZOM ti iO.N W W WIii N CONTE UNDE tGROUN DETP4 ION 47 SYS TO S ORM S I WR. I (it V. 15" RCP III IN-527.00 do INV. OL T-521 . ) 520 55.59 LF @ 1.98% _ 15" _ RCP IV 520 518 62.40 LF @ 8.41 % 518 to N et T- 0 O V M W W 495 cv 09 cg Oi T_ WU� to to �c5 490 10 +00 10 +50 11+00 11 +50 STR 38 - 6 c o 20 m O 10 +00 10 +50 11 +00 11 +50 11 +842 +00 12 +25 STR So - OUT 114000 12 +25 I- J O N r - O� STR 10; VDOT DI 36, L= 8' 530 STA:12 +61.08 Of.. � ; o N ^ TP:540.06 $ � �" U) � � INV IN. 529.07 TO 12 530 cn o�� _ STR 42; VDOT DI 3B, L= 8' INV I 1 STA:11 +11.77 rTP:536.52 540 iii I INV OUT. 532.08 TO 40 oopp st0�2= - N O + 0 530 INV IN. 521.77 TO 6 f? o �' 1; d- z 530 INV IN. 518.90 TO 52 + g U? -- v� v� ►- _ _ 1 C cn F- _ INV OUT. 503.00 TO 0 P POSE \ 525 1 GRAD 525 EXISTING 525 \ GRADE' ROP V� 525 F 520 i 520 520 f - oor 15" RCP III 153.92 L � 1 E 515 515 19 % 515 515 FILL AT 95% 510 OMPA CTION 510 510 - F LL AT 9 510 CO PAC N 505 ( P.) 505 505 500 505 500 sTD. m8 - . -- ti iO.N W W WIii N N N to SL -i N to LO r to 47 500 500 _ _ 15" _ RCP IV 62.40 LF @ 8.41 % 495 495 - 490 490 488 - ^ _ - 488 J O C to 0 d. %_ N co W W Wto T_ t* N lot � et T_ � to �d � •� O � to 04 � 10 +00 10 +50 11 +00 11 +50 11 +842 +00 12 +25 STR So - OUT 114000 12 +25 I- • / -�"I; mil■ -SA l� Y `-(P) 6- D.I. ViATERLINE 15" RCP III I j 1 1 48.74 LF @ 1.69% 15" RCP III 525 1 1 38.03 LF @ 0.50% 522 1 1 1 1 1 1 1 522 J O N r - O� STR 10; VDOT DI 36, L= 8' STA:12 +61.08 Of.. � 545 TP:540.06 R + 8 �" U) � � INV IN. 529.07 TO 12 t`�c, Z 0 cn OUT5 000 8 N `O STR 42; VDOT DI 3B, L= 8' INV I 1 STA:11 +11.77 rTP:536.52 540 iii I INV OUT. 532.08 TO 40 • / -�"I; mil■ -SA l� Y `-(P) 6- D.I. ViATERLINE 15" RCP III I j 1 1 48.74 LF @ 1.69% 15" RCP III 525 1 1 38.03 LF @ 0.50% 522 1 1 1 1 1 1 1 522 10 +00 10 +50 11 +00 11 +25 STR 42 -i0 535 'D 00 W W in to �" U) � � r°,Q to cn W STA_10 +33.18 O to iii \ TP :526.23 10 +00 10 +50 11 +00 11 +25 STR 42 -i0 10+00 10 +50 11+00 11 +50 11 +7912+00 12 +25 STR 52 - STR y. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE ,THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. NOTE: MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE: MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.• VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES. NOTE.• VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE.• ALL PIPE IS CLASS N RCP, UNLESS NOTED OTHERWISE. NOTE.• ALL FILL SHALL BE PLACED 959' COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. r� R. COUJNS� No. //357//91 ,c 1b. ZONAL E�O� J Z o °D VJ Z � a Z W W o° Z� 4 J Z GC H W ce Co ,1 ti N 0 (311\ 0� L9 W M M z 41 W c•, U z I O N Q W" Q ` cV T Wv C W � C uj ce- w a � ✓ 1�1 `o �, Q o �, Ce o = rn Q vU 0 W < a W zo U ■ ■ . J W E W o Z T� w v i Z C z W w z C) Q J J J U 0 Uj U) > H W J W Q W U Ile, x d d a "V c LU n j Lu U JOB NO. 102036 a SCALE ° 1 =501 c c U, C C SHEET NO. p 9 535 535 - STR 4; VDOT D138, L= 8' STA_10 +33.18 \ TP :526.23 -' ti 530 INV IN. 521.77 TO 6 f? o �' 530 INV IN. 518.90 TO 52 + g U? -- 1 INV OUT. 503.00 TO 0 \ 525 \ ROP ED 525 F 520 51 520 15" RCP III 153.92 L E ISTIN 515 GRAD 515 FILL AT 95% OMPA CTION 510 510 505 505 500 500 m8 o0 2 '? ti iO.N W W WIii N N N to N tcA N to LO r to 10+00 10 +50 11+00 11 +50 11 +7912+00 12 +25 STR 52 - STR y. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE ,THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. NOTE: MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE: MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.• VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES. NOTE.• VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE.• ALL PIPE IS CLASS N RCP, UNLESS NOTED OTHERWISE. NOTE.• ALL FILL SHALL BE PLACED 959' COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. r� R. COUJNS� No. //357//91 ,c 1b. ZONAL E�O� J Z o °D VJ Z � a Z W W o° Z� 4 J Z GC H W ce Co ,1 ti N 0 (311\ 0� L9 W M M z 41 W c•, U z I O N Q W" Q ` cV T Wv C W � C uj ce- w a � ✓ 1�1 `o �, Q o �, Ce o = rn Q vU 0 W < a W zo U ■ ■ . J W E W o Z T� w v i Z C z W w z C) Q J J J U 0 Uj U) > H W J W Q W U Ile, x d d a "V c LU n j Lu U JOB NO. 102036 a SCALE ° 1 =501 c c U, C C SHEET NO. p 9 RE CONN I szan CO TRA OR I C, P QAQ INSTALL PROPOSED SANITARY SEWER AND WATER CONNECTIONS AS NECESSARY. CURRENTLY MEETING T E HA� T EE N T� CCINTR 0 a' EXISTING PLUG AND CONNECTa I A 4P SED 2" D.i:1NATETt_ _ WITH .1i" METER VAULT k6P05 D y"rD4 , FIRE LIN . 4 r I"x6" TEE 1 -6" G.V. ZIA .f P 1 t I -J,- 1 ; � i t J i 560 ► � • ' � rl � ms's 555 I 1 - — - — ZIA .f P 1 t I -J,- 1 ; � i t J i / ('P) FIRE HYRANT AS Ir P) 6 "x4" REDU 6 \\ - i n / ' 2 4• t. ' SED 2" D.I. \+ ` WATER LATERAL 1n ' PROPOSED y" D.I. ` �'; 1Y % FIRE �INE FUTURE �r'�--�� 1 ara ■��I�I■ it 1) RESTAURANT -i&7oo SF NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH UDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. NOTE- MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.- ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. 560 560 � rl 555 I 1 - — - — -- �� ► 555 / 555 r •� — WATER LATERAt7-., I Q't�_PROPOSED46D.I. FIRE LINE / ('P) FIRE HYRANT AS Ir P) 6 "x4" REDU 6 \\ - i n / ' 2 4• t. ' SED 2" D.I. \+ ` WATER LATERAL 1n ' PROPOSED y" D.I. ` �'; 1Y % FIRE �INE FUTURE �r'�--�� 1 ara ■��I�I■ it 1) RESTAURANT -i&7oo SF NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH UDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. NOTE- MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.- ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. 10+00 10 +50 11 +00 11 +0u 1z +uu lz+5u l3ruu 13rou 1,111ruv 1sFrou 1Aruu WATERLINE 1.7•rw 1 OTW 1 Gruu 1/ rW I/ rUu 1 O -W 1 oTGv ISTING PLUG CT TO EXISTING INE 50 VERTICAL SCALE 2.5 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 560 560 555 I 1 - — - — -- ' _ 555 / 555 — ROPO 3ED GS ADE / j 550 FILL A 95% / 550 -zlpmpAc 1-10 REK IOVE SULA / (P) 6 "x " RED " D.I. RELINE ABO E CROSSING CONN / J \u4m j LINE 545 2" WA EXISTING G DE 545 / / 12" 550 550 U1 (P) FIR HYD NT A EMBL ( 8 «x6« E -6 "x6" — - 1-6" —� 540 — �-(P)6-1).LWAIERLINE540 � . 8' w -__ _ AT -SN -E TM 7-6 43 (P) 2" 0.1. WAT R LA 1 E (STING STOCKPILE 535 532 / / onl RED "x8" ER 532 J WITH A IETERVAULT 545 Lo m 545 N ti Cf ' IlA I.: O to In - N to _ _ — W u- — F IROPO%SED GR kDE i t � (P) Fl E: HYDRANT "t Tplz A SSEMB Y f COMPACTION-, FILL At 95% 540 540 _ ITYP-) /-Z-Z _-' \-WAT —. - -- - - -_ --- _ - -STM - 45 I ' --3.4(' .29' SAN I (P) 8 "TEE 535 535 LAT - it STM 41 -(P) 8" 1. WATERLINE - w T STM ( ) FIRE T ASS MBLY (P} PVC ANITA Y -S N WA 1 "x6 TEE SEWER LA 530 530 _ � - IERAL - -- - - j AT I :MOVE LUG AID - -j— _ _ -- 33 7 ECT TC EXISTI G I" D.I. A ATERLNE 525 525 _ — - -� - -- — - -- _ t I I 520 ? -- ___ -- -- __ -- _ — _ -__.._ _ ___ 520 I i 515 515 �yj J N P 1� COO t0 t0 co r- 00 W co co to O $ h 1- O 000 O N M � OD M w 00 ' CO N °Iri 04 CO °� 1[ r LO 1 1A ' ti P- ' �- to M '� 1n M W LO C7 Ih In I j ILO Lnn ILO to C 1ul W u- 10+00 10 +50 11 +00 11 +0u 1z +uu lz+5u l3ruu 13rou 1,111ruv 1sFrou 1Aruu WATERLINE 1.7•rw 1 OTW 1 Gruu 1/ rW I/ rUu 1 O -W 1 oTGv ISTING PLUG CT TO EXISTING INE 50 VERTICAL SCALE 2.5 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 10+00 10 +50 11+00 11 +50 12 +00 WATERLINE 2 12 +50 12 +75 13 +00 13 +25 n o.� zv T R. COLLINSZ No. 35791 v �► �0NAL S J z m O CO M (A r. Z �z/ N !u � 0 Z O J Z too 7a � 0 N 0 .-1 .--1 W F— L9 Z W N U 20 m Z 0 Q 200 W N W W .� uj U. ,� o cjc w F— Cib � Q L9 C)e Z o w z< ►—a F— a. W w u = Z W 0-4 W w > F- H O V) W Q. w J U V 1 J� W w I— Q 0 --!!� 0� p� W uQt) (D O G LU N d En 108 NO. 102036 SCALE 1,r =50r SHEET NO. 11 560 560 555 / 555 — ROPO 3ED GS ADE / 550 FILL A 95% / 550 -zlpmpAc 1-10 SULA / (P) 6 "x " RED CER ABO E CROSSING / \u4m FIR LINE 545 2" WA ER LAI ERAL 545 / U1 (P) FIR HYD NT A EMBL ( 8 «x6« E -6 "x6" TEE 1-6" 540 — �-(P)6-1).LWAIERLINE540 � . 8' w r _ AT -SN -E TM 7-6 43 535 535 532 532 J m sr 00 Lo m rte• et N ti Cf ' IlA I.: O to In - N to C7 C9 W u- 10+00 10 +50 11+00 11 +50 12 +00 WATERLINE 2 12 +50 12 +75 13 +00 13 +25 n o.� zv T R. COLLINSZ No. 35791 v �► �0NAL S J z m O CO M (A r. Z �z/ N !u � 0 Z O J Z too 7a � 0 N 0 .-1 .--1 W F— L9 Z W N U 20 m Z 0 Q 200 W N W W .� uj U. ,� o cjc w F— Cib � Q L9 C)e Z o w z< ►—a F— a. W w u = Z W 0-4 W w > F- H O V) W Q. w J U V 1 J� W w I— Q 0 --!!� 0� p� W uQt) (D O G LU N d En 108 NO. 102036 SCALE 1,r =50r SHEET NO. 11 Are df A F//A NO W A011M E4 ® '� ►'`i .. , • .� 00 OWE •�r',����� � r'�-J ��1►1� "//��:�i��t!��� �,1�e,0 /`�.�� \\. �� rid � � r , / �• \I ,��rl 1$; : t. +I7:7C.V� i� /41,'�;I �i�1 � �! \ � `—X2•� * A' t Rill Z� �WA_g FUTURE uml Z45#4 SANI I OFFICEMETA 7 fff, ���S►�.J�,�!_ IL/ Nab RESTAURANT EAR :LS,7oo SF M=r. ft- P PAP MARMIM v dv"/ Rill` /' �/� . •/�� °; 1 �� .'! /� �ai +lll MWIN ��� ---\��Ci��PA(t-OVTOOPENCUTPARKff4Gt-&TAND --ROAD-AS NQ� g�SMYTGINSTALL PROPOSED SANITARY SEWER-AND WATER CONRFUION�, CURRENTLY, ROAD IS NOT CONSTRUCTED\-,, L I , ' 1, I " r �� 1 r *� { �f� AND PARKING • LOT • IS �OT PAVED. • 4 1. � � �1 P! CONTRACTO� TO ENSURE SANITAR� SEWER HAS AIDEQUATE Vl:K I R-AL CLEARANCE BETWUN EXIS'l __'zZ7-WATER LATERALS ANQSTORM -S�EWER. CONTRACTOR SHALL CONTACT THE ENGINEER IF FIELD CONI. TIONS ,�. "�fi,r. .�.; +',��� �,,,.:�1wIA�l�l7 ,� VAR"7 THE SITE PLAN 0 R TO CONN&T 1_� O%A 1111316- kmL 0 CTO ----4R SED SANITARY SEWE-9,, TO EXISTI�� MH H M 16 SCALE 200 100 M �A FA M ll�l R16POSED�rn`�!�J�f R 5 PVC 'kag r LET 50 f t, _ �'Lr� `���i.'rrPA�A,f�� `^ 1���j,i�lfl��G . • , , ! ■ PC Lp TED) (P) 6- FVC SANITARY -SEWEIR LATERAL 1.50' \_8' SDR 35 PVC ELEV=546.11 > 8 ao _:z WAT 226.88 LF 3.69% 540 5401 i C.4 FILL AT 950/6 O N j-: COW N i .00' � �o °N � i ��� - -- 45 C.4 114i 0 (Typ.) _SA 535 0 L6 535 �-;e wi �l 8- SDR 35 PVC 09 vi C-4 N + 142.61 LF @ 0.559% 06 vi CD aj LO 8" SDR 35 PyVC ?J0 ul) 6 N p 0 8 "S 005 S,32°0 62.78 LF @ 77.90% 1,42' SAN-/ M -STM + ,6D' 0 530 L104 Z z Aj 530_i uj co w SOR 56 13 4.0' DJ' (p) er PVC CANITAIFY 1.03' SAN [ ISTM %--S EWER LA 7 ERAL TING 4 FIRE LINE pvc AN ELEV= EXI 8r SDR 35 -STM 534*3 1 EXI C TING 2" /1 TIN _04% 118.54 LF Q 525 525 1 %A ER LA-TERAL FIRE L. NE AT LAT -SA SAN -STM 520 SAN 520 STM E MIS ING 1' PE . RCP I V TCRO31SING=; i2l.01 \_8- SDR 35 PVC 515 149.04 LF @ 1.19% 5151 EXISI ING 30 FtGP P PE �iNv A: r cRos SING=516.80 510 5101 508 508 0 CID F­ W Cq Lo OCO ol OD co 3 ail im> q 04 lq: ww 0 CID ai cm C� co vi tj In 04 w 04 co Ln LID L0 LO In W) to to LO In Ln LO W) W) ui UL v 5 0 2.5 5 IN FEET I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. Z O o o0 D re "I 560 C04 �, o o Z 0 560 E(tSTINGGK_A_Dl__: 0 z r > > z z Lf) LLeg 555 Lu 00 r-. x 7 0 110 555 00 Cd PRO I POSED 3RADE 2 r,-: � co et v- of 4m to 555 PC Lp TED) (P) 6- FVC SANITARY -SEWEIR LATERAL 1.50' \_8' SDR 35 PVC ELEV=546.11 > 8 ao _:z WAT 226.88 LF 3.69% 540 5401 i C.4 FILL AT 950/6 O N j-: COW N i .00' � �o °N � i ��� - -- 45 C.4 114i 0 (Typ.) _SA 535 0 L6 535 �-;e wi �l 8- SDR 35 PVC 09 vi C-4 N + 142.61 LF @ 0.559% 06 vi CD aj LO 8" SDR 35 PyVC ?J0 ul) 6 N p 0 8 "S 005 S,32°0 62.78 LF @ 77.90% 1,42' SAN-/ M -STM + ,6D' 0 530 L104 Z z Aj 530_i uj co w SOR 56 13 4.0' DJ' (p) er PVC CANITAIFY 1.03' SAN [ ISTM %--S EWER LA 7 ERAL TING 4 FIRE LINE pvc AN ELEV= EXI 8r SDR 35 -STM 534*3 1 EXI C TING 2" /1 TIN _04% 118.54 LF Q 525 525 1 %A ER LA-TERAL FIRE L. NE AT LAT -SA SAN -STM 520 SAN 520 STM E MIS ING 1' PE . RCP I V TCRO31SING=; i2l.01 \_8- SDR 35 PVC 515 149.04 LF @ 1.19% 5151 EXISI ING 30 FtGP P PE �iNv A: r cRos SING=516.80 510 5101 508 508 0 CID F­ W Cq Lo OCO ol OD co 3 ail im> q 04 lq: ww 0 CID ai cm C� co vi tj In 04 w 04 co Ln LID L0 LO In W) to to LO In Ln LO W) W) ui UL v 5 0 2.5 5 IN FEET I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. Z O o o0 D 560 C04 �, o o Z 0 560 E(tSTINGGK_A_Dl__: 0 z r > > z z Lf) LLeg 555 Lu 00 r-. x 7 0 110 555 00 Cd PRO I POSED 3RADE 2 r,-: � co et v- of 4m to 555 it 550 7: Ci i 5501 7' o 3 RAnF- x 15 C4 Mow- _EX � \ C 545, C31 L LAC 7 Lu z LLJ F- 545 z z u Lu 20 z Nit. 0 C`4 F F- 200 < 0 < 540 C`-4 U.1 U U., cu w $ 540 $Omni LL. STM 0- 0 .J I Ice 43 --SAN (7 4"D.I. IREL C;6 535 535 532 0 0 (0 Lij 5321 j CNI co fl- M ui 9 CID W 8 C9 C9 u.j �- N- cap (p) r D.I. V A�E F— u u) LID W w U- Lu > Ce E C < ' '0 F_ r2 LA "ERAL R 550 WITH h ETER ISTING ST(CKPIL 0 :i 0 I FAULT 1.50'- I Ln N i­- , ---X: t;h - / -SAN 22 0 r Cl a 1� a m r - 04 545 - .,- - I Ln 'A.. ..!6 0 — ..'I . I INg CNI PC Lp TED) (P) 6- FVC SANITARY -SEWEIR LATERAL 1.50' \_8' SDR 35 PVC ELEV=546.11 > 8 ao _:z WAT 226.88 LF 3.69% 540 5401 i C.4 FILL AT 950/6 O N j-: COW N i .00' � �o °N � i ��� - -- 45 C.4 114i 0 (Typ.) _SA 535 0 L6 535 �-;e wi �l 8- SDR 35 PVC 09 vi C-4 N + 142.61 LF @ 0.559% 06 vi CD aj LO 8" SDR 35 PyVC ?J0 ul) 6 N p 0 8 "S 005 S,32°0 62.78 LF @ 77.90% 1,42' SAN-/ M -STM + ,6D' 0 530 L104 Z z Aj 530_i uj co w SOR 56 13 4.0' DJ' (p) er PVC CANITAIFY 1.03' SAN [ ISTM %--S EWER LA 7 ERAL TING 4 FIRE LINE pvc AN ELEV= EXI 8r SDR 35 -STM 534*3 1 EXI C TING 2" /1 TIN _04% 118.54 LF Q 525 525 1 %A ER LA-TERAL FIRE L. NE AT LAT -SA SAN -STM 520 SAN 520 STM E MIS ING 1' PE . RCP I V TCRO31SING=; i2l.01 \_8- SDR 35 PVC 515 149.04 LF @ 1.19% 5151 EXISI ING 30 FtGP P PE �iNv A: r cRos SING=516.80 510 5101 508 508 0 CID F­ W Cq Lo OCO ol OD co 3 ail im> q 04 lq: ww 0 CID ai cm C� co vi tj In 04 w 04 co Ln LID L0 LO In W) to to LO In Ln LO W) W) ui UL v 5 0 2.5 5 IN FEET I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. 10+00 10+50 11+00 11+50 12+00 12+25 MH8-MH6 R. COLLINSZ No. 35791 'TONAL k, ��m MMMMM Z O o o0 D 560 �, o o Z 0 560 E(tSTINGGK_A_Dl__: 0 z r > > z z Lf) LLeg 555 Lu 00 r-. x 7 0 110 555 00 Cd PRO I POSED 3RADE 2 r,-: � co et v- of 4m to it 550 7: Ci i 5501 7' o x 15 C4 Mow- � \ C 545, C31 L LAC 7 Lu z LLJ F- 545 z z u Lu 20 z Nit. 0 C`4 F F- 200 < 0 < 540 C`-4 U.1 U U., cu w $ 540 $Omni LL. STM 0- 0 .J I Ice 43 --SAN 7: C C;6 535 535 532 0 Lij 5321 j CNI co fl- M ui 9 CID W 8 C9 C9 u.j F— u u) LID W w U- Lu > Ce E C 10+00 10+50 11+00 11+50 12+00 12+25 MH8-MH6 R. COLLINSZ No. 35791 'TONAL k, ��m MMMMM < u Lu U) Ld �� W CL (.n o C) U M J �' U.1 F- < Ce. 0 0 U UJI ui JOB NO. 102036 C m fA SCALE 1 =50 SHEET NO. 12 Z O o o0 D z �, o o Z SL-uj 0 z r > > z z Lu Cd it �% i C4 � \ C C31 L LAC 7 Lu z LLJ F- z z u Lu 20 z z 0 C`4 F F- 200 < 0 < 0 C`-4 U.1 U U., cu w $ $Omni LL. 0- 0 .J I Ice 0 7: C C;6 0 0 Lij W 0 ui 0 u.j F— u u) Lu > Ce E C < ' '0 F_ :z w 4 ..P w z z L ALBEMARLE COUNTY NOTES: 1) CONTRACTION JOINTS TO BE AT 6' O.C. FINAL PLAN GENERAL NOTES 2) EXPANSION JOINTS TO BE AT ALL CHANGES �V R 4 IN DIRECTION AND AT 30' O.C. MAXIMUM. GENERAL CONSTRUCTION NOTES 318" PRE - MOLDED EXPANSION wCONCRETE �f .3. JOINT MATERIAL WHEN 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING ADJACENT TO CURB CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTARON (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 6' MIN. AD). TO PARKING 3M "PREECT WHEN 01 REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE SPEED (MPH) . ,1 WHEN ADJACENT TO FACE OF BLDG. . REQUIREMENTS OF THE PERM/ T SHALL GOVERN. K -SAG 1/4" PER 1' oo � oo a �" aoft 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPEC /F/CA77ONS 4" VDOT 21A EXIST. GROUND STONE BASE �VDOT ffA� AND STANDARDS OF VDOT UNLESS 07HERW7SE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W177-1 S70NE BASE V 4 +1 THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY a .a 200 4 ++ CLEARING, GRADING OR OTHER CONS77?UC77ON. S' 1 VDOT ROAD DESIGN MANUAL a5' (TRAVEL LANE) (TRAVEL LANE) 05' SM -9.5 2 39' BM -25 2.15 TYPI6114L ST".FT Sff6vTION 39 ' 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77L/ZED, SEEDED, AND MULCHED. �I I- III = III = III =I I (= I I -I 18.05 5. THE MAXIMUM ALLOWABLE SLOPE IS 2-71 (HORIZONTAL: VER77CAL). WHERE REASONABLY COND177ONS AT TIME OF CONSTRUC770N. 2.25 BM-25 A PmuF COAT SHALL BE APPLIED BETWEEN 7HE AGGREGA 7E BASE AND ASPHALT COURSES IN ACCORDANCE WITH V D. O. T. STANDARDS. 2.15 21A 6 0.6 �- OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STAB/L/ZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TYPICAL SECTION CLASS A3 CONCRETE PSI AT 28 DAYS, OR STRONGER) TRAFFIC CURB and SIDEWALK NO.8 OR NO. 57 AGGREGATE 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE COMPACTED SUBGRADE PIPE -CLASS 111. 9. ALL EXCA VA T701V FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPL Y WITH OSHA SCALE: NONE GRADED AND THOROUGHLY COMPACTED SUBGRADE STANDARDS FOR THE CONS7RUC77ON INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS (VARIABLE WIDTH) 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS Wl7HIN THE DEVELOPMENT WILL BE 4" CONC. (3000 PSI AT 28 MADE BY THE COUNTY. THE CONTRACTOR MUST N07IFY THE DEPARTMENT OF COMMUNITY DAY, OR STONGER) DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARA 77ON OF THE ROADBED SUBGRADE, 774E CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 774E COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE \ MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. , J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W➢'THIN THE PUBLIC 4" 21 -A STONE BASE RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A CONCRETE SIDEWALK NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCA770N, AND APPROPRIATE NO SCALE END TREA77NENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUC770N. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 7HE EDGE OF THE PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WD 774S SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN71AL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG -9 (A, B, OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES "Asphalt SHALL CONFORM TO VDOT STANDARD PE­ 1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECRONS, 1 ' AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, 77-IEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 77-IE VIRGINIA MANUAL 4 "Aggregate FOR UNIFORM TRAFFIC CONTROL DEVICES AND 774E ALBEMARLE COUNTY ROAD NAMING AND Base PROPERTY NUMBERING ORDINANCE AND MANUAL. 1 Q' 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY TRAVEL LANE THE DEVELOPER WHEN, IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS TYPICAL CLASS+ A- -TYPE' > T)UZL S.fCTION (>0' KO S) 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY MOOT FOR PUBLIC ROADS, 12. VDOT STANDARD CO -1 AND CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA /NSPEC770N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VOOT OR COUNTY /NSPEC77ONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE W1774 VDOT"S VIDEO CAMERA INSPEC77ON PROCEDURE AND WIN A VDOT OR COUNTY INSPECTOR PRESENT: GENERAL WATER & SEWER CONDITIONS 4% 537.13 2" SM -9.5 SURFACE C 3" BM -25 BASE COUF 5" 21 -A SUB -BASE COMPACTEL SUBGRADE ( � 8'x12' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) ASPHALT PAVING - PARKING ACCESS ROADS CLASS A3C 2�1WW D" NO SCALE BROOM FINISH 21 -A, 7" THICK DUMPSTER DETAIL* 2" SM -9.5 -�� i NO SCALE SURFACE C^ "air 8" 21 -A SUB -BASE COMPACTS[ SUBGRADE ASPHALT PAVING - MAIN DRIVE AISLES NO SCALE 2" SM -9.5 SURFACE C 6" 21 -A SUB -BASE COMPACTEI SUBGRADE ASPHALT PAVING -- DRIVE AISLES & PARKING SPACES NO SCALE 1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY .�,QS 2% INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING 774E PROPER S SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 12 A'�� Q5 538.9 2. 774E LOCATION OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE 7+ NN �5�� NOT NECESSARILY SHOWN ON 774E PLANS AND WHERE SHOWN, ARE ONLY ���' 4' APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN /N /77A7IVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND C0NS7RUC770N SHALL COMPLY W1 TH THE CURRENT ED17ION OF THE GENERAL WATER AND SEWER CONSTRUC770N SPECIFICA77ONS AS ADOPTED BY THE TIE -IN TO 2 0 ALBEMARLE COUNTY SERVICE AUTHORITY. EXISTING 530.13 11 534,9 4. DATUM FOR ALL ELEVA71ONS SHOWN IN NATIONAL GEODETIC SURVEY. SIDEWALK 1 81 + 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NO77FY1NG "MISS UTILITY" (1 -800- 552 - 7001). STAIRS NORTH STAIRS SOUTH 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER 774E CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE OF Or HYDRANT LINES, SERVICE LATERALS, AND WATER LINES; ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. MO VIE THEA TER MO VIE THEA TER 8. VALVES ON DEADEND LINES SHALL BE ROODED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER. I CG -2 I POINT OF CG -2 I �V R 4 CURB C� FINISHED GRADE CUR 40 CONCRE7F R/W wCONCRETE �f .3. SURFACE MIN. R.O.W. MIN. SHOULDER EX/S GROUND 1J' 1�--1, off SPEED (MPH) . ,1 GRADE (Z) .. •�:.•;:::::Z::;::ZZZ K -SAG 4" WOT 21A oo � oo a �" aoft &o *" 4" VDOT 21A EXIST. GROUND STONE BASE �VDOT ffA� 4' )20T S70NE BASE STONE BASE s BASE SUBBASE S 26 200 BASE 13' 13' BASS S' 1 VDOT ROAD DESIGN MANUAL a5' (TRAVEL LANE) (TRAVEL LANE) 05' SM -9.5 2 39' BM -25 0 2.15 TYPI6114L ST".FT Sff6vTION 39 ' R/4j 0.6 9.30 PPJVATt� Acr'rss Rol 160 0 160 NOT TO MALT 5 18.05 PAVEMENT DESIGN MAY BE REVISED DUE TO SOIL COND177ONS AT TIME OF CONSTRUC770N. 2.25 BM-25 A PmuF COAT SHALL BE APPLIED BETWEEN 7HE AGGREGA 7E BASE AND ASPHALT COURSES IN ACCORDANCE WITH V D. O. T. STANDARDS. 2.15 21A 1 EXIST. GROUND 0 vi- T GROUND 4" TOP OF ---� •4" CURB .7 /-2" R 6 " I0 -_ 7" 'VDOT #57, #68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFIH ING. TABLE 5: STREET DESIGN DATA Location • DESIGN MIN. CA MAX. MIN. MIN. MIN. STOPPING MIN. TRAVELWAY MIN. R.O.W. MIN. SHOULDER `l :;; •::: off SPEED (MPH) RADIUS (FT.) GRADE (Z) .. •�:.•;:::::Z::;::ZZZ K -SAG SIGHT DIST. (FT.) WIDTH (FT.) a�•ur• ?�•a' a �;ai}�i WIDTH (FT.) FOR S7DS PR/ VA TE ACCESS ROAD PRI VA 7E 25 200 15 12 26 TOP OF ---� •4" CURB .7 /-2" R 6 " I0 -_ 7" 'VDOT #57, #68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFIH ING. TABLE 5: STREET DESIGN DATA Location PUBLIC OR PRIVATE• DESIGN MIN. CA MAX. MIN. MIN. MIN. STOPPING MIN. TRAVELWAY MIN. R.O.W. MIN. SHOULDER SOURCES I a MAINTENANCE SPEED (MPH) RADIUS (FT.) GRADE (Z) K -CREST K -SAG SIGHT DIST. (FT.) WIDTH (FT.) WIDTH (FT.) WIDTH (FT.) FOR S7DS PR/ VA TE ACCESS ROAD PRI VA 7E 25 200 15 12 26 200 26 39 N/A VDOT ROAD DESIGN MANUAL Pavement Des' n I RF= 10 Location ADT HCV Design ADT CBR SSV Dr Surface h ill i Base b a Sub-base f h ! I a Dp Parking Access Roads 870 0 870 5 5 13.94 SM -9.5 2 2.25 BM -25 3 2.15 21A 5 0.6 13.95 Main Drive Aisles 225 0 225 5 5 9.24 SM -9.5 2 2.25 BM -25 0 2.15 21A 8 0.6 9.30 Drive Aisles & Parking Spaces 160 0 160 5 5 18.05 SM -9.5 2 2.25 BM-25 0 2.15 21A 6 0.6 8.10 of'l s � I > f , I % lo I J, ti F. X-7-S" 4' -7 5" 10'x12' CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi Q 28 days (min) CLASS A3 CONCRETE WITH 6 "x6" W2.1 xW2.1 WWF AND BROOM FINISH 41-75" d'_7 R" in u� ti in N M SCOTT R. COUJNS2,' > No. /J35791 d� I6 /Z.7hvw4 IONAL E J Z O m U) Z CL Z w o° O N �"� z w _j Z 0 12' -0" W N Q W uj CONCRETE DUMPSTER PAD w/ 2: � W J BOARD ON BOARD DUMPSTER SCREEN rte, _,,,� NO SCALE O 0 �F = U L9 C)e66 O V) W J � wQ �- W x =o U CESS ROAD u j (PRIVATE) '� F-4 u j w > I- H O 0 ZI I r: W W i ■.... W Q. U J U LU w �- _ r�� rrnn V V O � N w a usi PARKING ACCESS ROADS JOB NO. .:..:..::$ : MAIN DRIVE AISLES DRIVE AISLES & PARKING SPACES 102036 SCALE TRIP GENERATION AS SHOWN SCALE: 1 = 120' ' SHEET NO. 13 WOODEN BOARD T-4 (l j DUMPSTER ENCLOSURE j�_ t- (BY OTHERS) rn M N W U 8" THK. REINFORCED • CONCRETE PAD (POUR 7 CONTINUOUS WITH GENERATOR M PAD) SEE DUMPSTER �� PAD DETAIL � 0 Z 01 0 N 12' -0" W N Q W uj CONCRETE DUMPSTER PAD w/ 2: � W J BOARD ON BOARD DUMPSTER SCREEN rte, _,,,� NO SCALE O 0 �F = U L9 C)e66 O V) W J � wQ �- W x =o U CESS ROAD u j (PRIVATE) '� F-4 u j w > I- H O 0 ZI I r: W W i ■.... W Q. U J U LU w �- _ r�� rrnn V V O � N w a usi PARKING ACCESS ROADS JOB NO. .:..:..::$ : MAIN DRIVE AISLES DRIVE AISLES & PARKING SPACES 102036 SCALE TRIP GENERATION AS SHOWN SCALE: 1 = 120' ' SHEET NO. 13 L.c ATI tl W -' li 9_ -'C TC; 1 ra'vv7 (, "F:: -ti' I- nrFkA'• r ACJUSTA3_= !+ VC RCS W% -C' U I`l `1 S' rte-, 11 w.I �t1�hl� U I klb 4'_.•i. 4. A o 1! . 4 ! 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E LATERAL NS-ALLATION 1 -• 7 r.' t PY,? b TI ', lap IFt t m , -Ca- 'L.4L i.^F *3 AcAe'•_wC).t•ltnr Nl:n v. a g':nF` -rr 1 •• .1 • Ii X t r•:Wt.. :V 4' T ktAG2C Rw }3 T;A t YL li A; Mrt.), ^;ft i8F kAp1 A- IM'slrJLA r -+ *, s • ITr•- \- .: i"A-r i *I.* A : lei? iC45 ii+ 3e +„� 7 IJJ�:L 1,' MAN iJ.t1 :'�' ^Z A: 1=1. b T -:?:- P • A bFt.. o: il41:...._ A.;? I,.•Id, 5t1 =FONT :CJTr I SN ? +{rIRU 4rf" 14r'; 7C .RAVr. �• - -•+ fi"- CN 'NI'. •-� ar I ekrR "•w/ �'r A'. Tr ` r1;- -I. 1 Rll -FC 011F :.?. lt� !,WAY N'* " )•F -1 ,F i•F" i ,N stJfJ Fnf - IFt -A t: rk.c'r la LW" IN iF *A;cic Q)1 �!I T IS :,'r A-.JX4 t;- Td :r':_I -i+ -!T Ib S- +;'.:' -0- Sit'; - i ,lE •:C A Ii:t r: A.rf aTrn'f 7. IT ':!Tx41 •r "c•• il. rl'vit -6'V All LV', .6 WL• -1: 4Y W141 rr— b- M:4rE.) SE`' - YFICAL FIRE I YDRAK A$SEi+48LY DETAL V T. 'r ea I u �r ice`' - -'„ "- - -•"I ,�• r •. �I 1 1 P -U +;6 " I I• -. AV 111'r 1 Al l 1 It 1; ;111 a i. Ir,IN..+t1y , o__ -• -;:('• F'JP. E A ?T �:�. 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P '- �- _ , NF I'45 All - -: �+1• � } f, k11;M :: e _ac t a ' r,l TYPICAL SEWER PIPE INSTALLATION IN TRENCIr- rI- _ T, Z- It It tj . II it_ II H II I 11 11 II 11 II II. 11 it it I1 AL Ah?A OIM3 Io,IM Iew rlrinlw � �� �� . YOt IrM� Rr�1 •=' Erls a, a1111RTIa0 a rtaRt ae ttasRlua aI[ aMir 4rsMaa Wk KlL"worlariD (tlww Foam IN It A. a,w, t•Vw• ar ' �, AFO/IAD �,Q�'alT N OBIT QuAw4AL. �BTx" POST' S"Ifnm to wa.las>rlwalrar wslwrwll 1 47kyM115i'i . I�••.lnl.t •,'+L :•: )ate, f, ,FPlns• i1A= KIDD, r SAantA ,'rrNrF,: All -.W KiF ^.iMN. `+ f/ (D F)IL ►5 iKtTi� ar-tK. iJ+tL . it i. L r -ltlsf :tr.t:. ,/: dt/a•- _'a:aM -+al sz WOW -MIA • r r'1r ® cvt 1:i aL -c- :'►vl lt,.r � crr , srarsaTl.' . aa: rr =ts :, KTaro;l R'L'Li :. ty, ,trliLi F"ll bCq I. 'i7 Jr . +ti.a �4ic[R Y.. -• SAL Y� MM, s:K�P71W. bll Y l TYPICAL S=RWI'%-. E LATERAL NS-ALLATION 1 -• 7 r.' t PY,? b TI ', lap IFt t m , -Ca- 'L.4L i.^F *3 AcAe'•_wC).t•ltnr Nl:n v. a g':nF` -rr 1 •• .1 • Ii X t r•:Wt.. :V 4' T ktAG2C Rw }3 T;A t YL li A; Mrt.), ^;ft i8F kAp1 A- IM'slrJLA r -+ *, s • ITr•- \- .: i"A-r i *I.* A : lei? iC45 ii+ 3e +„� 7 IJJ�:L 1,' MAN iJ.t1 :'�' ^Z A: 1=1. b T -:?:- P • A bFt.. o: il41:...._ A.;? I,.•Id, 5t1 =FONT :CJTr I SN ? +{rIRU 4rf" 14r'; 7C .RAVr. �• - -•+ fi"- CN 'NI'. •-� ar I ekrR "•w/ �'r A'. Tr ` r1;- -I. 1 Rll -FC 011F :.?. lt� !,WAY N'* " )•F -1 ,F i•F" i ,N stJfJ Fnf - IFt -A t: rk.c'r la LW" IN iF *A;cic Q)1 �!I T IS :,'r A-.JX4 t;- Td :r':_I -i+ -!T Ib S- +;'.:' -0- Sit'; - i ,lE •:C A Ii:t r: A.rf aTrn'f 7. IT ':!Tx41 •r "c•• il. rl'vit -6'V All LV', .6 WL• -1: 4Y W141 rr— b- M:4rE.) SE`' - YFICAL FIRE I YDRAK A$SEi+48LY DETAL V T. 'r ea I u �r ice`' - -'„ "- - -•"I ,�• r •. �I 1 1 P -U +;6 " I I• -. AV 111'r 1 Al l 1 It 1; ;111 a i. Ir,IN..+t1y , o__ -• -;:('• F'JP. E A ?T �:�. 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PAYED SHOULDER SECTION CURE me CUTTER SECTION OUTLET WE 11a 1Cal gw wa s =Awl STANDARD PAVEMENT EDOEDRAIN ala7 ,NOW Ogk*%or a raaNarMM Taal GOOD F0U. \Dti I0N NhATEIIAL RCW KY FOUNDATION MATERIAL 14 1 AL 'A�: C -I_ >a' r ,t d LIXIAN13, +q 111 a t 1. 1 YC" Ti •: 4'.1 r HF It'F r -iK T 1 0ON -1A I10tl 1\ P00R. ia'31t !hII:I N - ct. I r't71ol I'9`, 4� It1 1:4 t.' °.r A,? r .I t> aW%F,-J '` i ILL 133 t IC a wi A 10 r. I. 9 i rl , "' I I MI t Ilia IC F.i `I - I'•lIT A t z,''.i:fl I. • L' i. t 1 1111 ^.I sA" : <11 '•C %. 1 ? [° n[. li 'tF ( f.: +.'IC. `.1 ..r.4 a: .'^ - f "rFr'� R:r rt• .^i r : l ':r ! , ` ih1 -tr l titr-r) `J T r Tn\ "l - Lt -.. A.L. E -L 'J's DW. -TILE IK)\ WATER PE IN`)TAL_ATI0'4 &__8_=DD1Nt1. N ,g its ik t� S J rdrT v* FLO O Ll j y TYPIG& MMHME FEMME & COVER wa Fta&i -L) II1-76 tIbWilEB FLUME TOW FLUME - SLOPED ARDS FILTERRA THROAT ww= am Mm Jw lalaKl►i 1 Baal 0" SECnOW VIEW OF IFILIEMA 0 7YPIGAi• i'I.Il & XPP1.ICt►TiWNS SEE BMW FM Off&" WT SHOW 1NION 1 011YC .. 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PAYED SHOULDER SECTION CURE me CUTTER SECTION OUTLET WE 11a 1Cal gw wa s =Awl STANDARD PAVEMENT EDOEDRAIN ala7 ,NOW Ogk*%or a raaNarMM Taal GOOD F0U. \Dti I0N NhATEIIAL RCW KY FOUNDATION MATERIAL 14 1 AL 'A�: C -I_ >a' r ,t d LIXIAN13, +q 111 a t 1. 1 YC" Ti •: 4'.1 r HF It'F r -iK T 1 0ON -1A I10tl 1\ P00R. ia'31t !hII:I N - ct. I r't71ol I'9`, 4� It1 1:4 t.' °.r A,? r .I t> aW%F,-J '` i ILL 133 t IC a wi A 10 r. I. 9 i rl , "' I I MI t Ilia IC F.i `I - I'•lIT A t z,''.i:fl I. • L' i. t 1 1111 ^.I sA" : <11 '•C %. 1 ? [° n[. li 'tF ( f.: +.'IC. `.1 ..r.4 a: .'^ - f "rFr'� R:r rt• .^i r : l ':r ! , ` ih1 -tr l titr-r) `J T r Tn\ "l - Lt -.. A.L. E -L 'J's DW. -TILE IK)\ WATER PE IN`)TAL_ATI0'4 &__8_=DD1Nt1. N ,g its ik t� S J rdrT v* FLO O Ll j y TYPIG& MMHME FEMME & COVER wa Fta&i -L) II1-76 tIbWilEB FLUME TOW FLUME - SLOPED ARDS FILTERRA THROAT ww= am Mm Jw lalaKl►i 1 Baal 0" SECnOW VIEW OF IFILIEMA 0 7YPIGAi• i'I.Il & XPP1.ICt►TiWNS SEE BMW FM Off&" WT SHOW 1NION 1 011YC .. 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Pne11aM: ratiesil .iigd) be set: in a tT�aaasu'then x•3U lu.. raawtllrr a �� 1a all insttmras. iaei+lllneunt of FiMexfiso tmit°e4tli cOmdiOrAa A" kpv.••ifnatitmC`8rJ1''Ctwd11n1 TtaKttiry fgr lradttlltthrsl'ai'l:Tniarbt,wd A'.w1sLi:Cli[4 xlwutlat.s", t4dea4 dita9ali otbEtEwibe`io txnEtt114docgimllails. - linsot plFt•11e�ft�rlt C,irir and Ilotber cP1ttllYeaiOw jwJlete prasrnt7 ailatl aaaoa dracrlae t7,lror tY . it st,a Wad,,r mowthaniholow -boa oFtha 0.%22 to wh-- rcihit -(*W !>4, club'.%or airnilor� Itarlum U) "m ply wftb.tbis 1pbdalina Thy mma I'jhm:amdt,m,k*W to tho Ag wre omkona diatt devil. C. F,Adt T•ili=* vaK Z m4 Mlli 41d"tilft a4*"'00 OWN 41('4#► 9E*Akvb4 syaltm "'at pet0& c( dt*w*mbw.'lbowilybeschitomigr-9449'*44g1tSit*•Sw*&w'ft*t0%h thou. Lr.lL*, wow,ftrmomi WHEN ARE 1NM2 M81Jt9E , 7N=- Ia1rE71r1111CMaE118EDTC8.rH1Af� T+(f11.IMCaATIT'.iMttBUIMAT - �taTIRIt.aFRYLLi?nFnaaWIM1ATFF %- '�i►R141?MtArlLRMN11� and �yp������ ��yy�� etu!ttrwn - + lonaeaMoL �+,,,�_A4iAtlonss / owaa,Ka rr�e;lNttlla. 7,71011.IrSWIArOFO` ,• � - r11t1P1Afr tlUal was "w, I!aali0aral r:ai7all•Mil 11:1i✓XEa.17tA1A0't �'•... :yNa'"10,'r<I1 - - tl:l atILCy1L ^-1 affaal F •: xvlTSe-e+Ire741Tb1aAn�aarn A6aALLRAab tlhlle! [/!" l6 WHEN.ARE DR" INV"ICED? tol"NA&A -ION r.at;lKli•iukairt .AdwtBE.NFE - . 40aNItaA10:'.'ION tKaatleA sa mac. -eaau. '� ac ' tK11N:1'•'MW 71f' ',p+a,, 1Mr aalR srl•Illal•'MT'� MY"�•I°r/M1. �'� ' 11 7M. t11R,P4 A •b 177• 1 - ItwltJlB.LIrMClSaltaKalMk'A' AI�„1., Its.,. +„ r. •, ,..,I.la e.r..>r ;tae r 1M >elliat wYMalaYlalWl Y.r `!'fi;,aa1111aA,IM 4: +aTttt�aRPA +'TMI11IMar'ab' , •N.+N"al }.,xa,aL ae ve,crrrro+r r111r4 bOw •a raw 1..11 cr11a au►rrlEt Ala r i Rni 0 1 +Ir' 11TrRJ•I f ,'. _` A t Ns, -_4 I s7jrltr A ,rht,,` 1 ."r A km Cfklw J< NAlat:.0 r•nr.A. T . T'I T"?P 1.. /: r jkr r Srpvrr g 3tM11 Ir; :} y.. a i- x1, -M1r { -•fi rFi:.. '�Ar. _.i._ rr, 'tj(,: Wt-t _L:al, K:', ::I II_ 1: .!J.Y;,i 'P. '.'Al _C0 . IA _, rAs TAF n hi' A*$ ST',•? . =..'Y'{ 4 : %.•t r n, r- C k"77" S tt. A r $ TT11 JIRIb.I %; ^x, SPt fi 4--+ F .ttuF,F,`.1' ?V SWlcl CF Fr r>2`:.- < Al'kt WA a 1I:1- 7, 4.14 ` •�• 4' _,, T ..r•_. A + -.-).: :ill ;l 'I"rT A QG:'- .a''i1t, �_�7vf1' .> 1'I r,•r (F1 >IJ.i K,7 ;' 1 SECTION N L \ E s1'E, --E _ PLAN SEWER SERVICC LATERAL 4:('*4Cc:'T:)h FN :.�. r Aitr ttrt M LMS sal a rrs rasa SrANDARP Eh ^J- FOR Pf 0XVERTS II1 tlla - JV CiQLM A s0'rrr - 0- r riw Ma./M& *NE/ 111terra hltVll S' +YI +'tie k r'hle r r unl ak t)?ii Z- - a t+ PMrctutlitlYl 4 d,tlirsti,m t>f'tha Yilttlrra= t txr(i +nn� . b5 Eb l>� ��'F Niiterrx• inletpPnluirlitmand611b1IellilatNola lUltrW IN%praLv%eew",txlalM*"cPti0 Old* tmljctx ails is fl1lly,5vNfinit w-A cl anod (liiW talld,e1111i11e, dryer. OW pavingW14 %#ci r,erapu/g livuylldadl, raglatitlly111e Lirarllrr of �riauail�uu ntalaiah �wuGlulvntlutk l6e FilktuK"' oyMn. Cam "I11cm kend aringOMttueilonna to43mW the imcs6a l`riro'ihnaamdiop Am plix.,l. i:t adirrueoa;latwtlacittsWlaltt+ not" Rl�tttl�ttdmula�l>rkerratsaer,'. A Each cucrrar1 imtQWFitkinv min i►io twtA tsiaed by Ito IkVp is or a `wytOK vied carortN•tor lbr s miafnwm pwittd e^� Tbur cost uCs pttrlal is tv ba ncladed in 41re pti,>a ISfatWlr Fitp1ra10ItlJit. Nb�T&V tnai"lQvW ?c coat U" aro ttwalWft 140*0 0 qtsn n.+qucac• K Arm ai indisdCd mahAwarA:c wmatab arat,matimam ar(Q) at111cdtt1lxT visiEA,'ille vi" KKC sldrodt/led 0409aaw, 60 spripg %ieit aims 4a rims sw Ow t<loatilr 10A ilsa my i da4l salts rlte Ewtm.1 mxi'aaetla fJlddl help by telttavflag,>madra Mw Q. lisA lhcAlderl A(aiol dame: visit oonriANv4 l* fi my ng (dabs:. 1- FITMIra +rnkirlKya�etxia+l Flu d>Tatb, alt Jmuteh & It ob mal x•'sl. 3_ lrilat lMtnNa � a !s1uKt'ionara uuehw'a,• w ptirryew± 4. 1140 ttlah evaluaN ad uuaE IX ro Pooa mi o aeaaar s. eL�;lt•�r1L,�►,trr;11a1:11 & cCau maiawoaoue Telilce'ilems '/. A4*wwuAga aims upda W mW trCm*4 (1vam a.vdb ttli' upon rggliwfl D. 11ro tY�batiltg latd;ending dsto cr'Aappiiark abligstilrn to 4gaigtaut d4o iltNtallod try''t,•En xiull be ,ilAurmiral bytA.: Rlrppli+rrrl tih,: tirn. }ll.;aytdcm ix gauiyaixi. t)ramCttl mllslpmn,pllp rwiiry ribs St�pWrafmlu TO>ole OIuIN ;k,r'hicitoonatpa4r{s) an patt.at:tbe biaahoTicn feciteotoey. ',rwwatreritAom 1 1.' s� r ©�1fiIrr err a .war ' tltl I l�.Llt w ! 1r faM11 1 atlas ra 1•aM r•a view ftv a y Imm lltA4llrplT ..- INIIprN rltlrre ! s a1.E we s► f�L r y rs . • � r • • • w11E�1ai - - 411110111L rd 6=13 vaer r �q mwrzr "Hw1aft"m LiLflm F!E � 1,10 • kR . —MINOR man 4, am " • • r ♦ , .F1a1111111t l 41111W wrlllill tr111111t •.�... vmar p rl aw iii.alpwalrR fit` "" a r" wa aaaaar w • Illat - +ww 0 nova w Am K•N!' w aalrlilE" was" tlom 1111E1K+'r`rlpK�a a7glwlwaK.r KaA rats» rw a'��NI�, ll[�16 �' ';lii`A ffR!'1e'711'R'�Ali'Ylrl Sara a . r 0 K Ewes sMl Ir �1 Iau `IMF i �Ni�1fA:a1 swupow 4, *r lash. ��yy AT �a14114A� aa17i NOW 1as M. IN ry 10l idl�'E awlna,.IwM sass taaall. (AT S112 INUUMMM M WANILI OWNPr I rash 40111 URN MSab uni IPA" Notts ,4. lincli �t� bs cgrrarct>afadttit3alac�tigwt, w4 eleo+ltiarit8w the ttiloeF sl�waoa'tha Appanoldms 1.*A Any ,nneifl"Wom.M *P'4,Rwim k,eMinrtphelrtn:ar + hactiri,gril>,tnYMfB �br Wtr liugowlot n. Tr'the TSlteaaa is IA.weA iwYrn iptltalltrtii�n, tlnulp ilhds moat be pmcSA ,xl t1c tlr►c wlingthe ilr4 wurxlNkvtzdlKl. iv.prrrad-aay wlMslwuuKtiul►fiwt►Utwri40.+1U iutatad,>IIU[VR►Wll�%���, t7" be 1000 in plaua 40 V-914 gs4wrg. L:• '!be vml'tAlalf 19c pla,op.1 {a1.11 cWrpl+rtod:rab I¢a1k alth a tnnn±lum oir h Igmvd. base mpac kft Ibt Gnitl !� aClib+ wab ]itpt 3R' Ill Itra ofEia Mail: •lhs mil:ig Lobr pjil>tlld sttcirllrltl+roiil tend tap*10 m>t 0 tlha g+rlae'prtlto avb in t llg the unit a MTI tlgb tAMb S rntldorirla m 954: aTmaltbin>s1 d�rrlty al -1- 2°li:ofnptiimin ntoinMtre, T:naliWllc +naaptiiA h i,l,s slsdr�aAlr shall blr. ►cplluxd It1.AIC-yile 1Tnydmxr'a algaoaarl. TT iilAlen .Y M1MhIM,a:a11A11 11R aJi8,1Ad acrd aaAkcl M 1rin,rttSlk sllg�r+roart eMllvinlp?r,aiNt,mniiii.riltaa u;mm% tl{ m A Ililm 0.%W*wp ow htlarl ralplLapr'm F:, (knrc Tito writ is ;.In. Ill. la(amal woedm roans and plrtw,emi w M0*a Kvr mwt b.: loll iraaob Renaor; oalv$TC(gtnpacalyttacttlelt tpial}lolooksh{lrr rlftbMmrd•pap-elab,?ticlaMllid v Iwt lJ:ubba: '� aaauan.ltaOKe t' a san- sMrin141,Fart - ..,,....11--,, l0a 6aaltld laik? til or tlintik4 + ►irOO ' tfO mod" ow 1b**f ft 9d mtd blw* wdr:d iwtitc Mnit'J<tMwt naltal I%071' IlonlawrLxL 111, SyPgt111[ (R1nrlruaat qr ilrii,litwnrad daioti w+N.l,:ltlw,t 1barASSpldi,nm ' MAIC 1 m hrrl In a e I rn•f $al.. 1R!' 4A1 llo •rarbm►xl :a1:T I ar4 > . tiro. r,11oa11 n•• • n aldivEAilln liaB al the ling• plxlpriala Ld mNA>it4 wP in 0" lid Nl all 9IQN. Pne11aM: ratiesil .iigd) be set: in a tT�aaasu'then x•3U lu.. raawtllrr a �� 1a all insttmras. iaei+lllneunt of FiMexfiso tmit°e4tli cOmdiOrAa A" kpv.••ifnatitmC`8rJ1''Ctwd11n1 TtaKttiry fgr lradttlltthrsl'ai'l:Tniarbt,wd A'.w1sLi:Cli[4 xlwutlat.s", t4dea4 dita9ali otbEtEwibe`io txnEtt114docgimllails. - linsot plFt•11e�ft�rlt C,irir and Ilotber cP1ttllYeaiOw jwJlete prasrnt7 ailatl aaaoa dracrlae t7,lror tY . it st,a Wad,,r mowthaniholow -boa oFtha 0.%22 to wh-- rcihit -(*W !>4, club'.%or airnilor� Itarlum U) "m ply wftb.tbis 1pbdalina Thy mma I'jhm:amdt,m,k*W to tho Ag wre omkona diatt devil. C. F,Adt T•ili=* vaK Z m4 Mlli 41d"tilft a4*"'00 OWN 41('4#► 9E*Akvb4 syaltm "'at pet0& c( dt*w*mbw.'lbowilybeschitomigr-9449'*44g1tSit*•Sw*&w'ft*t0%h thou. Lr.lL*, wow,ftrmomi WHEN ARE 1NM2 M81Jt9E , 7N=- Ia1rE71r1111CMaE118EDTC8.rH1Af� T+(f11.IMCaATIT'.iMttBUIMAT - �taTIRIt.aFRYLLi?nFnaaWIM1ATFF %- '�i►R141?MtArlLRMN11� and �yp������ ��yy�� etu!ttrwn - + lonaeaMoL �+,,,�_A4iAtlonss / owaa,Ka rr�e;lNttlla. 7,71011.IrSWIArOFO` ,• � - r11t1P1Afr tlUal was "w, I!aali0aral r:ai7all•Mil 11:1i✓XEa.17tA1A0't �'•... :yNa'"10,'r<I1 - - tl:l atILCy1L ^-1 affaal F •: xvlTSe-e+Ire741Tb1aAn�aarn A6aALLRAab tlhlle! [/!" l6 WHEN.ARE DR" INV"ICED? tol"NA&A -ION r.at;lKli•iukairt .AdwtBE.NFE - . 40aNItaA10:'.'ION tKaatleA sa mac. -eaau. '� ac ' tK11N:1'•'MW 71f' ',p+a,, 1Mr aalR srl•Illal•'MT'� MY"�•I°r/M1. �'� ' 11 7M. t11R,P4 A •b 177• 1 - ItwltJlB.LIrMClSaltaKalMk'A' AI�„1., Its.,. +„ r. •, ,..,I.la e.r..>r ;tae r 1M >elliat wYMalaYlalWl Y.r `!'fi;,aa1111aA,IM 4: +aTttt�aRPA +'TMI11IMar'ab' , •N.+N"al }.,xa,aL ae ve,crrrro+r r111r4 bOw •a raw 1..11 cr11a au►rrlEt Ala r i Rni 0 1 +Ir' 11TrRJ•I f ,'. _` A t Ns, -_4 I s7jrltr A ,rht,,` 1 ."r A km Cfklw J< NAlat:.0 r•nr.A. T . T'I T"?P 1.. /: r jkr r Srpvrr g 3tM11 Ir; :} y.. a i- x1, -M1r { -•fi rFi:.. '�Ar. _.i._ rr, 'tj(,: Wt-t _L:al, K:', ::I II_ 1: .!J.Y;,i 'P. '.'Al _C0 . IA _, rAs TAF n hi' A*$ ST',•? . =..'Y'{ 4 : %.•t r n, r- C k"77" S tt. A r $ TT11 JIRIb.I %; ^x, SPt fi 4--+ F .ttuF,F,`.1' ?V SWlcl CF Fr r>2`:.- < Al'kt WA a 1I:1- 7, 4.14 ` •�• 4' _,, T ..r•_. A + -.-).: :ill ;l 'I"rT A QG:'- .a''i1t, �_�7vf1' .> 1'I r,•r (F1 >IJ.i K,7 ;' 1 SECTION N L \ E s1'E, --E _ PLAN SEWER SERVICC LATERAL 4:('*4Cc:'T:)h FN :.�. r Aitr ttrt M LMS sal a rrs rasa SrANDARP Eh ^J- FOR Pf 0XVERTS II1 tlla - JV CiQLM A s0'rrr - 0- r riw Ma./M& *NE/ 111terra hltVll S' +YI +'tie k r'hle r r unl ak t)?ii Z- - a t+ PMrctutlitlYl 4 d,tlirsti,m t>f'tha Yilttlrra= t txr(i +nn� . b5 Eb l>� ��'F Niiterrx• inletpPnluirlitmand611b1IellilatNola lUltrW IN%praLv%eew",txlalM*"cPti0 Old* tmljctx ails is fl1lly,5vNfinit w-A cl anod (liiW talld,e1111i11e, dryer. OW pavingW14 %#ci r,erapu/g livuylldadl, raglatitlly111e Lirarllrr of �riauail�uu ntalaiah �wuGlulvntlutk l6e FilktuK"' oyMn. Cam "I11cm kend aringOMttueilonna to43mW the imcs6a l`riro'ihnaamdiop Am plix.,l. i:t adirrueoa;latwtlacittsWlaltt+ not" Rl�tttl�ttdmula�l>rkerratsaer,'. A Each cucrrar1 imtQWFitkinv min i►io twtA tsiaed by Ito IkVp is or a `wytOK vied carortN•tor lbr s miafnwm pwittd e^� Tbur cost uCs pttrlal is tv ba ncladed in 41re pti,>a ISfatWlr Fitp1ra10ItlJit. Nb�T&V tnai"lQvW ?c coat U" aro ttwalWft 140*0 0 qtsn n.+qucac• K Arm ai indisdCd mahAwarA:c wmatab arat,matimam ar(Q) at111cdtt1lxT visiEA,'ille vi" KKC sldrodt/led 0409aaw, 60 spripg %ieit aims 4a rims sw Ow t<loatilr 10A ilsa my i da4l salts rlte Ewtm.1 mxi'aaetla fJlddl help by telttavflag,>madra Mw Q. lisA lhcAlderl A(aiol dame: visit oonriANv4 l* fi my ng (dabs:. 1- FITMIra +rnkirlKya�etxia+l Flu d>Tatb, alt Jmuteh & It ob mal x•'sl. 3_ lrilat lMtnNa � a !s1uKt'ionara uuehw'a,• w ptirryew± 4. 1140 ttlah evaluaN ad uuaE IX ro Pooa mi o aeaaar s. eL�;lt•�r1L,�►,trr;11a1:11 & cCau maiawoaoue Telilce'ilems '/. A4*wwuAga aims upda W mW trCm*4 (1vam a.vdb ttli' upon rggliwfl D. 11ro tY�batiltg latd;ending dsto cr'Aappiiark abligstilrn to 4gaigtaut d4o iltNtallod try''t,•En xiull be ,ilAurmiral bytA.: Rlrppli+rrrl tih,: tirn. }ll.;aytdcm ix gauiyaixi. t)ramCttl mllslpmn,pllp rwiiry ribs St�pWrafmlu TO>ole OIuIN ;k,r'hicitoonatpa4r{s) an patt.at:tbe biaahoTicn feciteotoey. ',rwwatreritAom 1 1.' s� r ©�1fiIrr IIya ` -r-� —+ •.�• �+w�e r�('� fr' II� _.��ilvL..la If rrr um /tom - A rlrl ata tar, .>MI''IwIO:.. O. A- �` 1 O SCO R. COLLINS% U No. 35791 0NAL 1✓ (_j f•••1 z 0 00 N � z g w w O Q Z Ln J N 0 z ce _j E Z r-• Lu w O L1 fV O a� Qo '—' W M re; z a\ W VN U z 0 N F- � Q N 0, W Q w N W -� m N� 4+ W [7 O J - W . o L N 0_�_ 0 a > �" o W F-- C[ to F O ceW °' 0 Q. 3 0 W z < ::3 F_ 66 ar U a (� 0 W V I L W a T ..L a� W 1 0-0 0 W z h ul F-4 c 0 F-.1 w Ld w w ` _Z (^ Z [ j,] W w � rTT F•+� J O l.by u U r uj N c C 1 `c W u W ii a 6 V 4 ^ C 0 0 + L Q N "' £ w a N z JOB NO. z c 102036 1, SCALE t T N/AI i SHEET NO. 14 G8*M NM& 10 SWV *WTATIVf AND 0WJ* i'C $=L. FROM THE WART. AND GR=b ALI6A"OWT, 20 40 CH ALT Ali. "CAVATiA SLOFES. 3,0 DO WT e%CAVAT•E *VO4M 0WAVATMN UliNS S4C %W ON FLMt tmESs b»wft 0 Tt4 stun 7F4 e"L MINM TO W MM UNSVITAME SOIL 4A CONTRACTOR 3W4 INWRE TEMPORARY OWAVATIONS ARE STAiU ANb P100* eXCAVATWN 54VPORTIF NNM, 5.0 9WTEAMCAL 91L SHALL V1MlFY P OM IlGN 39" A'S RUNrQGWE19NTPERSHE D 1? Aft_r"rL 6.0 LaMX46 PAD 94ALL MMUST CF OOMPAC M SAAR GRAVEL. OR CMWATM ANb 944M 16: A MDENA 12.11Nd171 M L.A"I U WITH A 409MAN WZDTH QF 46 n1Ci1ES F(R 41' UWS AND 72 INaeS FOR W t TS 7.0 A 4.ztim i}LAMf ra 9,OTtED DRAm"E P^1PE 5144L OE VOTARY 118M 714 WALL ADD CMNA7G`A•T 101tU*VM IWTA M AT THE SASE CF TF4E WALL (20 FEeT CN 42;NN) AND E IVO 4Ef' M TV* FINAL MAW TO "=04T ( DRAM DETAX4 BA ORAD"MOE A66RWAIE $HALL U1N=T O QE•AN A1+16u.JR RAVEL (YO' NO.57 STOW) W11 A MM MUM Ir Ti 4C A*fTO"J,6T#* fntt nWPJ4FAAbAT reW4 A% COTMATO*b TW *7YVbAW* WT114 A RTM b A" $21* SIRE FeRMNTA9 PASSV* I- U'21x404 100 1 v4a4 9" -wo 1/2 DO4 25-60 0.10 NO.. 200 0a5 9,0 Rft%4joilC uWTS 00,000 i)IMLNMW SHALL 014 VXM plWi, 40 INCHE4 WIN AtQt* 7N1 PA's ANT, 24 E4 PRQFA FA49 Tlp RBA1e (21r UNITS), M INCWS FROM FACE TO WAR (410 UM-MI At b Apo INCHES FROM FACE TALI REAR (BET tM-M). AND SHALL NOTDTF M MORE T14N"t !; "It W 3P4 ANN "OMC i+L 10,0 A 144 VKW SET6IACK PER kWT S1ALL 8E MATWAV*D FM PROPER &ATTACK (i,e.'A DEaE CANT FW* VEILTiCAl t 10 F11L.D AWt*T> AWM LIP 01 OCK ALMb14Al1:w Aw se *Ate WI1H TD'S USE Of, "MB OR ASPHALT SHEwa TO RAISE C1Ni: COURSE OF NA=OV A W")CA 1M CF U4 INCH VaIWAL NEWNT. REDI -ROCK WALL SPECIFICATIONS I" i>AGMIL SHALLCPN UST OF VOOT NO 57 SrO E MM-M* 111E OQUOY M G1tADAT MN, AS DMVADO IN ACCORDJM M WLTH ASTM 0422, s>aw szu P&AMNTA(YE FASLSI146 I•U8 VXw 100 11N CH W100 112 INCH 25.60 NO, 4 0.10 NO: EOU 0 13.0 A Vt4R IMY PLATE TAMO t SHALL. W USED Ta DO SVV NO, V 5=4 COMPACfLL' N TESTS C:A14 X WAN& TPA' NR 57 $TQW 93 Vv�LTt- AS MWAL 14.0 FILTER FAN= (ANA 17'2002 OR VQUIVAL&M 94J1. X MOVM AS A alN SPASATOR *rAW it* STO* AND 7W FILL SLOPE AW K THE WALL. IBA 1>7L.LPLA (U WiTlliN It INCWS P11 A T14E TCP CF THE WALL AND TORO- MAKISH OLADE AL" THE IL.CNE XML CMMT CF zmc"A"w Sa391 P0041Cw be"= AR cm an use /MAiOXAL$ ANA MOT THE AMCW JM SOIL S HW STA NUM VAU)E5 A5 GVR3fa IN 1ME DE3XN PARAM1kTl t FM werAIQNit1D' 44A1.. - NM 4. N4i064i.X e#Atmve Si. (w) SHALL NOT K USED IN WTAVft 8AMLL WW 1f•IE'FVfS FRAffM i,M15 NO.40 S1DIEj 3H" K4W9 A MA)Lt0 LIQ1?Ii L7AATT "(W 40 AN? A MAXZWJM PLASTIaW DS" () OF 1& ROCK FRAADA GNM SHALL SE LI1pLM TO 4 INCHES IN VIAM 6t OR WSIL. 16,0 COAWACTION SWILL 1E TO A MAF7M S OF 9U OF MAX MW W STANDARD PWTQR r" (AF'M ""I CgAPACT N TESTS 5HA% #i P8WDW*bASln*WALLI,SINSTALLBD. COMPACT=N WITHW s F#T Cr M4E WALL $ HAM 46 L7MTTED 10 rHAW cwATeo eQuwaff, 170 CIO RAMM SXALL 3L"W7EOA;OO TOADDECT SURFACE RDINI W AWAY FROM WALL AT eND OF EALTi DAY TOA'YOID WAT O DAWAAtiV* THE WALL VMU t 4W aO IRLr IUK 1$.0 Aw SAJ oUS DRAINAGEFEAIWS,F04 SHORADINS, PAV6MRI`IF. aR T1JW SHALL 4 DWALLeD r*N ftATELIf.Y API ft WALLIS COWLEnft 19,0 IF STE AND 3(1IL GWD 11". WALL GE MAETII)l. 02 WALL LOADING AM p»+1T IMN TI'S RRA:WINGS AND 1W 0"IGiNi PARAJM91M. THE CMIRACiM MUST COWrACT THE WALL DtgAN G1C1 M PE M 710 P§0CWbZf0it. WI1E'11W C"1ilA1C 04 4F 114E WAtU. FAQ t serATL S MR PORGC "1010 T=ON VICTS AT THE T(W Cr- THE WALL ARE PRWV1:t1E1:► KO INSTALLATION (W GUA>OMIL. A 4t" WARDRAA A W T1$ WALL X R PBt MC 200f, FM SAPIeM REDI -ROCK RETAINING WALL SCALE, 1 " =5' (V) FACE OF WALL AT BOTTOM i. ■AK- 1=RWill" 1 " =50' (H) am 111 Lym �1�4R)Liia�i•i EDGE OF BACKFILL <�iNE'�1�.>•R1rFi f -fiir =lii•i� INSTALL FILTER FABRIC FACE OF WALL AT TOP »��'i BETWEEN BACKFILL 5.0 6EOTECHNICAL ENSTNEE R SHALL VERIFY FOLMATTOM M STONE AND TOP SOIL SEE DETAIL ON THIS 6.0 LEVEUNUG PAD SHALL CONSISTO.F COMPACTED SA Nb,. GRAVEL., . SHEET HANDRAIL !!# Mi1i POST DETAIL i�7LRP �3Z7� SEE DETAIL ON THIS ®LMMIP:��>i SEE DETAIL ON THIS " SHEET FOR 18" HIGH x41 " '• SHEET FOR 18" HIGH x41 LONG REDI -ROCK MIDDLE UNIT LONG REDI -ROCK (TYP) VOL-,= PLANTER UNIT 16" SETBACK 0'- 20' #51 STONE. 12" FOR PLANTS i4L1E:.l� MIN. BACKFILL BLOCK 16" 4" DIA. DRAIN PIPE. 4' LAYBACK )KtWAEEPHOLES DRAIN TO DAYLIGHT. ANGLE (TYP.) ■rim 40' O.C. 14" SETBACK 1iI:� � BETWEEN COUNTERSINK BOTTOM FACE OF WALL AT BLOCKS (TYP.) TEN5ILE 5TR8*17H bIAECTION (PEAPC-PFb=L.AR TO WALL. ]FAM BLOCK 12" BELOW NOTED ON THE WALT. PROP&E: THE &EOGAID SHALL BE. GRADE &ANCHOR BOTTOM SHALL nt ABUT SIDEWALK " COMPACTED VDO 4T- ��P 12" STD. #21A STONE. 48" MIN:- -t MIN. 12" LEVELING PAD NOTE: CONTRACTOR SHALL CONSTRUCT THE RETAINING WALL SUCH THAT iT DOES NOT DISTURB THE ADJACENT PROPERTY. Handrail Past Behind 28'r Top Unit Min 6" Nutt 18" t FINISHED INTO CONC. SIDEWALK Mire 6" din. Sleeve or Tube Fam Fill Grout Around Post 600"Jalle over stare Amoco 2002 or Equivalent 12" Sol! Cop .04 41" Unit -i HANDRAIL POST DETAIL (Not to Scale) i F11 Grad ro AuAd Port Min 6° 6aetextio Over Stone Amoco 2002 or Equivalent „ cap 1A" J 12 Soil t' •tip• +�FJi:��'�£,{i� {�t{t;��� x-"41` Unit HANDRAIL POST DETAIL (Net to Scale) TYPICAL GRAVITY WALL 41 GRAVITY BLOCK "Drrwinp Not to Bode a~Aaggr 8horm 4V* 1 f;fw L1rRkAirrp Pwlvo ald NeioM Port Drain a with sock (or so by eWa Ground Lig"I Blty � tw i Washed Sears Low"M Pad MW ig Not to WSW j" P_ltleeti 1�LM�L:NsoftL1Ld'lt��i': Pwr. Darin F (a -vw AYH/ 'Knob rrrrd W00W MY M DETAIL B on Geoloxdh Fabric (if r"Wrod) DETAIL A root Boom PM=d cope, mine V" Amen Gooax0s Fetrio (if s) • � ��.� $�'i 4 (i, .►!4!''►�.r�.l.!11'iYiM. _V!'I. ±i..�.•N•f � s.�..�•y .. w.♦ q i ' � is Min 12 ti'~ }' # �T No. ',i7 .'StOl1t 0 *we/eve 0 41" Rediwit ck Unit ---I 4" Dial. Perforated Drain Pipe Open Joint (WaYephole) at Max 40' O.C. - Knotch Out Block -gain to bright DRAIN DETAIL (Mot to Scale) 1 -1/2" Setbac WIDTH =46" 41" REDI -ROCK UNIT (Not to Scale) SEGMENTED WALL SPECIFICATIONS 1.0 STRIP VESETATIVE. AND MANIC SOIL FROM THE: WALL i. ■AK- 1=RWill" am 111 Lym �1�4R)Liia�i•i 3.0 DO NOT EXCAVATE BEYOND MCAVATION LINES SHAWN <�iNE'�1�.>•R1rFi f -fiir =lii•i� 4.0 CONTRACTOk SHALL ENSURE TEMPORARY EXCAVATIONS, A31 STABLE t��1Mi+, ✓,Y ti »��'i /.+4w.i•J,.?�,r.i.!- 5.0 6EOTECHNICAL ENSTNEE R SHALL VERIFY FOLMATTOM M i E L'IIMINKL'.MRS'rI''TAR4i!itt" 6.0 LEVEUNUG PAD SHALL CONSISTO.F COMPACTED SA Nb,. GRAVEL., . UR COMBINATIOP 4 AND & HALL BE A MINIMUM 6 -0-01 -n-a L(. !!# Mi1i MM4Lit� i�7LRP �3Z7� 1■f Lliii ®LMMIP:��>i STRENGTH OF 2001300 PSI MAY BE USED AS A LEVE~LINSPAC+. '• •T'` 111[:11 THE BASE OP THE yif,ALL.(4o MEET oaN G&Mrt) AND eMN01WY 9h D' NVUL VOL-,= MIA'MONL;L" 8.0 DRAINAGE A"RE38 ATE AND UNIT .(CORE) FILL SHALL CONSIST Of 1■R>t■E � t11rrE.1•LL ■IMii3f11R i4L1E:.l� IrE: ai1MUM 41MEFd::� 1 -1/2 INCH 100 iiUEnow.=1gLi-30NKM;RS 1 INCH VtOt)0 1/2 INCH 25-60 ■rim Mi3M� i1�•]1P 1iI:� � R� Ai iaMi:�iPiMM1iMr TEN5ILE 5TR8*17H bIAECTION (PEAPC-PFb=L.AR TO WALL. ]FAM L,=■UYr' NOTED ON THE WALT. PROP&E: THE &EOGAID SHALL BE. PLACED WITHIN ONE I _ __N OF THE FRONT FACE OF Effia-M! MIEV.=MR.- LIMMR:_ Yi Pwr. Darin F (a -vw AYH/ 'Knob rrrrd W00W MY M DETAIL B on Geoloxdh Fabric (if r"Wrod) DETAIL A root Boom PM=d cope, mine V" Amen Gooax0s Fetrio (if s) • � ��.� $�'i 4 (i, .►!4!''►�.r�.l.!11'iYiM. _V!'I. ±i..�.•N•f � s.�..�•y .. w.♦ q i ' � is Min 12 ti'~ }' # �T No. ',i7 .'StOl1t 0 *we/eve 0 41" Rediwit ck Unit ---I 4" Dial. Perforated Drain Pipe Open Joint (WaYephole) at Max 40' O.C. - Knotch Out Block -gain to bright DRAIN DETAIL (Mot to Scale) 1 -1/2" Setbac WIDTH =46" 41" REDI -ROCK UNIT (Not to Scale) SEGMENTED WALL SPECIFICATIONS SSW units CONCAVE CURE DETAIL. Not to scale) 13.0' FIELD APAJSTAE NTS 1F ILOCKALTOWE"T MAY BE. MADE ON N0t4,REIIV CWEA1IENYT Lr14YERS WITH THE USE OF SMMS OR ASPHALT SHIN�IGL.E�STO RATSE ONE COt1Rs' E:OF 8t OGK BY A MA)=UM OP 114INCR VRRTICAL k%TBNT. 14Y0 MNr FOW FILL SHALL CONSIST OFORANU AR ;SOIL FILL WITH VSCS 8011 -TYPE 6P, SW, 1M, 6�i SW, Sly SAIL. C* SC WITH A NAILIWMU% ANGLE OF INTERNAL FRICTION, OF 30 DEGREES A.S. OUTLINED IN DESIGN PAPAii ETE RS - NOTE, 4. LOW PLASTICITY SILT OR aAY€ML•CL)'CANJ BE USED SUSZEECT TO APPROVAL BY THE &Ek?TE HNICAL ENrrINE9R, AAAXIMUM PARTICLE SHALL BE'11MITE4 TO 4INC,HES IN DIAMETER. TI.1E:FIM MACTION(MINUS NM 40. $XVM Si 4A- LL.IIAV5'A MAXIMUM LIQUID LTMIT`4).OP` 4b AND A: MAtXI& A PLASTICITY INDEX{PI) OF 20. THE RACKFILL. SHALL BE FREEOF' DEBRIS AM OR&ANIC MATTER. N•Lt"Y EWAN6TVE SOILS (MH- CH)__SHALL NOT BE UM IN THe REIWOACE 0 FILL ZONE; 150 MENFORM PILL SHALL BE PLAC®! IN'$ -INCH LIFTS AM COPAP1iC'TEb To A'AINTAKUK OF 95% At)F MA)WAUM STANDARD PROGTPR UEN%TY.(A$7rNL D-6901 COMPACTION TESTS SHALL iM PEP.FORMIM> AS:TME WALL IS INST'ALLEb. COMPACTION WITHIN 3 FEET OF THE WALL St•IALL DELIMITED TO HAND- OPMATED EQU7PNitAENT . 16.0 A `lIWIATORV PLATE TAMPER "LL 1BE`USE -D TO 4ENSIFY NO, 57 STONE. e0AWACT1tCit51 TESTS CAN BE WAIVED WHERE NO, 57 STONE IS USED, AS RE:INFC10CED FILL. 17A CONTWTM SHALL SLOPE STTF GRADES TO D1kWT SURFACF RUNOFF AWAY- FROM WALL AT END OF EACH DAY TO AVOID WATER DltAL'A6IM THE WALL r WHILE LM ER CONSTALCTION . 18tS ANY SURFACE DRAIN &SE FEATLQES, F7ha5H 6RA61N6,.PAVlEMENT Aft_TUCtr SHALL. 9E.INSTrAL.L05 wmi:DiATELY AFTER THE WALL:IS 19.0 IF SITE AN SOIL CONDITIONS, WALL _GEOMETRY OR WALL LOAbIN6 ARE .brFFMENT TFiAlN 11-IFOiRAWTN6 r AND nit bE`rlif IV PARA"TERS, TH CONTRACrOR MUST'CONTACT THE WALL DESIGN EN6'IN EEIR PRIM TO PROCEE DI N& WITH THE: CONSTRUCTION OF TF•W 1+VALL. 2d.0 13ETAIL4rbR F?ENCE OR HANbRJIIL P 6T a AT TFE' TOP OF T1.11` t'VALI ARE pROI bt0 IN4LUOING OPTIONS5 FOR PENCE POST WJ-11InD `WAL L ,OR :IDNSTALLL8 WITHIN SLEEVE IT FENCE POST SYSTEM (SEE SHEET '.34f .... 1�tl 1° Setbac4Lckad, B) stw h+ OM' Setback (Anchor V1r rfcal 16 Split Face ;• Tap Locator Lug:gt Anchor Bar T (�J ry., =�T��ya [iy�.T y� �M C"E . 4�Y1� N Mew! ■ .. -ft sea") * Notre:. Setback =1" Ptr W Unit (7.1° Batter) ROCKWt OD 48 �t4st't+o Scala) 11�n Aih 42" Non". NO, man"[ Powt S" hndrvil Past t)etoA gt alesvo-It (AwrxAls P!gech DACtuti AAarAr 4o Top Unit ►/ Concitit�e Add Unite t�aaegC �n Min jV Tkick W"Pho1,e. Ligio" Pipe Th► iqh WnIE 40' OC ,S0w*,(Typ) ' F ilfeP L-`&A0 - 4 FT 1W dt ftoid treN*ft~ (TY(1tol) Rrfvrtr, Wirll'P»rrfilfef±��vn�ritl, TYErc _6ewHd Length (6L) and LQon"pn peialrud Soil Compact to- fain "% Sftndwd Proctor DensLtr Soil Aar GS•tn+ed Stone cort wt toMIA•j 6% �klfill A,�`c "`'���•, '�' �; - ��;`� ��%•.•� ",,�`Sk;,,,�. Slnnda�d Proat"ar.iJensi�ky � Y r ... ' Starts l.1iA�liFg P'od , ,�•k ��.;r }�,, �, �`,�•� ($aA►- i�nein De�raH) w��.ti'YJ 6a'TE1ick *24' Wide ill' Fill Var�t�calColtamns wl No. 57 Stone �r piL,PW%MTt0td --I I­ SMW Urdt �v N)w" Pipe Open JQist (1NanPl'AO,Io) at JiAnx•40' fYaC, DRAIN DETAIL SawW Wilt As Niq drd Aram iq DAly�ight (hlot to 1e 1.0 STRIP VESETATIVE. AND MANIC SOIL FROM THE: WALL AND &EOeRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES. IIIIIIIIIIIIII�.' 3.0 DO NOT EXCAVATE BEYOND MCAVATION LINES SHAWN ON.PLAN UN -CUSS DLgECM BY THE GEO7%HNICAL E'NGINEM TO RF,MOVE UNSUiTAXE Son- ®�� 4.0 CONTRACTOk SHALL ENSURE TEMPORARY EXCAVATIONS, A31 STABLE t��1Mi+, ✓,Y ti AND PWME E)WAVATION SUPPORT IF Webeo: /.+4w.i•J,.?�,r.i.!- 5.0 6EOTECHNICAL ENSTNEE R SHALL VERIFY FOLMATTOM SOILSAAS'BUN* COMPETENT PER THE DESIGN PARiIMETOM. 6.0 LEVEUNUG PAD SHALL CONSISTO.F COMPACTED SA Nb,. GRAVEL., . UR COMBINATIOP 4 AND & HALL BE A MINIMUM 6 -0-01 -n-a L(. LAYER W -n4A MINIMUM WIbTHOF 24 INCHES. AS AN ALTERNATIVE, A MINIMUM 3 -INCH TKXX LAVER-OF LEAN CONCRETE (PLOWABLE PILL.) WITH A 28 -DAY COMPRE5S'IVE STRENGTH OF 2001300 PSI MAY BE USED AS A LEVE~LINSPAC+. 7.0 A 4-INCH- WAfiAETM SLOTTED DRAINAGE P$PE SHALL BL IIvISI'+4LL�° BEHIND THE WALL AND CONNECT TO WEEPHOLES Ii6TALLED AT THE BASE OP THE yif,ALL.(4o MEET oaN G&Mrt) AND eMN01WY 9h D' THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE A"RE38 ATE AND UNIT .(CORE) FILL SHALL CONSIST Of 0_FAN.ANG(1LAR GRAVEL:MOT NO. b7 STONE). MEM.N6 TIDE FOLLOWING GRADATION AS DETER04INEID INACCORDANNCE WITHA$TM D42Z; SIEVE SIZE PE WENTA6E PASS" 1 -1/2 INCH 100 1 INCH VtOt)0 1/2 INCH 25-60 NO. 4 0-10 NC). 7M m i 4.0 6EO6RIDS.SPAtL BE LAID HORIZONTALLY ON COMPAC'TED. BACKFILL FOR THE REQUIRED' GeOGRID LEN rTH'(6L) IN THE TEN5ILE 5TR8*17H bIAECTION (PEAPC-PFb=L.AR TO WALL. ]FAM NOTED ON THE WALT. PROP&E: THE &EOGAID SHALL BE. PLACED WITHIN ONE I _ __N OF THE FRONT FACE OF THE UWT BELOW AM EXTEND HORIZONTALLY OVER COWACTEb FILL. 10,0 SEbAiIENTlEL RETAINING WALL 1/ ALL- (,"kW) UNITS 'MOLDED E)IiiIEEN$Tt)N5 $HAM BE 8 INCHES HIGH BY 18 INCHES L ON5 BY 12INCHE6 *EP (kC CKWC,3'dbak96W !3} R I1 YNCHE$ bfeP (ANL"F• M V tlTCA). AND SHALL NOT DIFFER MOREr THAN 1: 1/$ INCH INd AW btAENa0M 11.0 A 1 -INCH SETBACK PER UNIT OWCkWMDO CLASSIC 8) 8.0.56 -INCH SETBACK (ANCHOR VEERTICA)'SHALL BE MAINTAINED FQbt PROPek BATTER (I.E. 7.1 OR 4.0 bWReF CANT PR1 *.4ft T1 AL:). 12.0 6EO6RID5 SWILL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS AND GWGUDS PULLED TWHT (AFTERPI ACEMENT OF THE I+DFXT COURSE OF..BLOCK UNITS) TO REEIAIIOVE'SILACK' Alternafle' Gwgrld N'IngerL"t'on St; w*mt "o rid Sle"titme to Overlap. gr ldis and Place r SWI Fill .�--.. Elirdincft Between t7wt rwoping rawyi Ac for Proper Ai±irhwor SSW units CONCAVE CURE DETAIL. Not to scale) 13.0' FIELD APAJSTAE NTS 1F ILOCKALTOWE"T MAY BE. MADE ON N0t4,REIIV CWEA1IENYT Lr14YERS WITH THE USE OF SMMS OR ASPHALT SHIN�IGL.E�STO RATSE ONE COt1Rs' E:OF 8t OGK BY A MA)=UM OP 114INCR VRRTICAL k%TBNT. 14Y0 MNr FOW FILL SHALL CONSIST OFORANU AR ;SOIL FILL WITH VSCS 8011 -TYPE 6P, SW, 1M, 6�i SW, Sly SAIL. C* SC WITH A NAILIWMU% ANGLE OF INTERNAL FRICTION, OF 30 DEGREES A.S. OUTLINED IN DESIGN PAPAii ETE RS - NOTE, 4. LOW PLASTICITY SILT OR aAY€ML•CL)'CANJ BE USED SUSZEECT TO APPROVAL BY THE &Ek?TE HNICAL ENrrINE9R, AAAXIMUM PARTICLE SHALL BE'11MITE4 TO 4INC,HES IN DIAMETER. TI.1E:FIM MACTION(MINUS NM 40. $XVM Si 4A- LL.IIAV5'A MAXIMUM LIQUID LTMIT`4).OP` 4b AND A: MAtXI& A PLASTICITY INDEX{PI) OF 20. THE RACKFILL. SHALL BE FREEOF' DEBRIS AM OR&ANIC MATTER. N•Lt"Y EWAN6TVE SOILS (MH- CH)__SHALL NOT BE UM IN THe REIWOACE 0 FILL ZONE; 150 MENFORM PILL SHALL BE PLAC®! IN'$ -INCH LIFTS AM COPAP1iC'TEb To A'AINTAKUK OF 95% At)F MA)WAUM STANDARD PROGTPR UEN%TY.(A$7rNL D-6901 COMPACTION TESTS SHALL iM PEP.FORMIM> AS:TME WALL IS INST'ALLEb. COMPACTION WITHIN 3 FEET OF THE WALL St•IALL DELIMITED TO HAND- OPMATED EQU7PNitAENT . 16.0 A `lIWIATORV PLATE TAMPER "LL 1BE`USE -D TO 4ENSIFY NO, 57 STONE. e0AWACT1tCit51 TESTS CAN BE WAIVED WHERE NO, 57 STONE IS USED, AS RE:INFC10CED FILL. 17A CONTWTM SHALL SLOPE STTF GRADES TO D1kWT SURFACF RUNOFF AWAY- FROM WALL AT END OF EACH DAY TO AVOID WATER DltAL'A6IM THE WALL r WHILE LM ER CONSTALCTION . 18tS ANY SURFACE DRAIN &SE FEATLQES, F7ha5H 6RA61N6,.PAVlEMENT Aft_TUCtr SHALL. 9E.INSTrAL.L05 wmi:DiATELY AFTER THE WALL:IS 19.0 IF SITE AN SOIL CONDITIONS, WALL _GEOMETRY OR WALL LOAbIN6 ARE .brFFMENT TFiAlN 11-IFOiRAWTN6 r AND nit bE`rlif IV PARA"TERS, TH CONTRACrOR MUST'CONTACT THE WALL DESIGN EN6'IN EEIR PRIM TO PROCEE DI N& WITH THE: CONSTRUCTION OF TF•W 1+VALL. 2d.0 13ETAIL4rbR F?ENCE OR HANbRJIIL P 6T a AT TFE' TOP OF T1.11` t'VALI ARE pROI bt0 IN4LUOING OPTIONS5 FOR PENCE POST WJ-11InD `WAL L ,OR :IDNSTALLL8 WITHIN SLEEVE IT FENCE POST SYSTEM (SEE SHEET '.34f .... 1�tl 1° Setbac4Lckad, B) stw h+ OM' Setback (Anchor V1r rfcal 16 Split Face ;• Tap Locator Lug:gt Anchor Bar T (�J ry., =�T��ya [iy�.T y� �M C"E . 4�Y1� N Mew! ■ .. -ft sea") * Notre:. Setback =1" Ptr W Unit (7.1° Batter) ROCKWt OD 48 �t4st't+o Scala) 11�n Aih 42" Non". NO, man"[ Powt S" hndrvil Past t)etoA gt alesvo-It (AwrxAls P!gech DACtuti AAarAr 4o Top Unit ►/ Concitit�e Add Unite t�aaegC �n Min jV Tkick W"Pho1,e. Ligio" Pipe Th► iqh WnIE 40' OC ,S0w*,(Typ) ' F ilfeP L-`&A0 - 4 FT 1W dt ftoid treN*ft~ (TY(1tol) Rrfvrtr, Wirll'P»rrfilfef±��vn�ritl, TYErc _6ewHd Length (6L) and LQon"pn peialrud Soil Compact to- fain "% Sftndwd Proctor DensLtr Soil Aar GS•tn+ed Stone cort wt toMIA•j 6% �klfill A,�`c "`'���•, '�' �; - ��;`� ��%•.•� ",,�`Sk;,,,�. Slnnda�d Proat"ar.iJensi�ky � Y r ... ' Starts l.1iA�liFg P'od , ,�•k ��.;r }�,, �, �`,�•� ($aA►- i�nein De�raH) w��.ti'YJ 6a'TE1ick *24' Wide ill' Fill Var�t�calColtamns wl No. 57 Stone �r piL,PW%MTt0td --I I­ SMW Urdt �v N)w" Pipe Open JQist (1NanPl'AO,Io) at JiAnx•40' fYaC, DRAIN DETAIL SawW Wilt As Niq drd Aram iq DAly�ight (hlot to 1e Top Lowtor Split Fina Concrete Lua • �,,� R,± " % %� f ► b}y'/"q k r, '! \" y v� 7.°�y� T■ �i r'�ri`���'��L .t"' .c ,��!"'^+531� 'k {4s'`is,�y,_ > � Kb t \`.� �y " 1 d Hti .�. l ,�°rd * Note: Setback s 0.56u Per $° Unit (4' Batter) ANCHOR VER'TICA UNIT HANDRAIL POST DETAIL.. _ Sliftw�Ttw 1,211 e s IIIIIIIIIIIIII�.' Min 3- e PVC Coated 0 ®�� Cantilever FVC Coated t��1Mi+, ✓,Y ti 'mow' ✓^,iJ ✓v v ✓y� ✓JVr`�i r `� ✓V ✓a�' fy -,fl!•�'Jif•./f�J ✓'. ✓,,�'�i.I'..I•!•. !�� /.+4w.i•J,.?�,r.i.!- Ie Top Lowtor Split Fina Concrete Lua • �,,� R,± " % %� f ► b}y'/"q k r, '! \" y v� 7.°�y� T■ �i r'�ri`���'��L .t"' .c ,��!"'^+531� 'k {4s'`is,�y,_ > � Kb t \`.� �y " 1 d Hti .�. l ,�°rd * Note: Setback s 0.56u Per $° Unit (4' Batter) ANCHOR VER'TICA UNIT HANDRAIL POST DETAIL.. e A 12" We. Fitt SLEEVE-IT FO CE POSTOUAIL it ) R. COLLINS 5Z No. 35791 4b, l ��ZS�O w4 I0NAL J Z O CO (A U M Z N S W W OZ O N Uz / OC J M 9 ' z W W ce 0 N 0 (011 c e. L9 .--4 Ll.I M M z � L1J N U _ z O N F- 0 O1 Q w N N Q -° Uj Wo ^ J W J O = J ° � � Q L9 H Q Q ° o ilT 0 '�'r. �,�/ W o W 3 C J U L1J 0 0 Mr a U � o LY J T H ° Ulw > Ic H O z Of w C/1 z z LL! Z w r_ w a z J U 0 V 0 L LU V ar O O O G to ° W � W U CL V) •C JOB NO. m 102036 C U SCALE t AS NOTED C U. C C SHEET NO. c 15 a _ Sliftw�Ttw 1,211 e s IIIIIIIIIIIIII�.' Min 3- e PVC Coated 0 Cantilever FVC Coated /.+4w.i•J,.?�,r.i.!- �A'v.vJJ- e A 12" We. Fitt SLEEVE-IT FO CE POSTOUAIL it ) R. COLLINS 5Z No. 35791 4b, l ��ZS�O w4 I0NAL J Z O CO (A U M Z N S W W OZ O N Uz / OC J M 9 ' z W W ce 0 N 0 (011 c e. L9 .--4 Ll.I M M z � L1J N U _ z O N F- 0 O1 Q w N N Q -° Uj Wo ^ J W J O = J ° � � Q L9 H Q Q ° o ilT 0 '�'r. �,�/ W o W 3 C J U L1J 0 0 Mr a U � o LY J T H ° Ulw > Ic H O z Of w C/1 z z LL! Z w r_ w a z J U 0 V 0 L LU V ar O O O G to ° W � W U CL V) •C JOB NO. m 102036 C U SCALE t AS NOTED C U. C C SHEET NO. c 15 a l GONQitf1'T1E ZI�IPOiTAL RITANNNO Wb1i1, QY811oM PART 1: G1MMAL SPtCIFICATIONS 1.01 VYbrk "uded A. worksivu.corwia airy* Nng and constNdingaRoclasoodClaosic81 with PCSunit on the aorotr ix I idia Lion piers and dMOnge• AlOernMe vial vrNlf bs shown M bt Oaroide� B. '/York Includw preparing'owdetorl so, fumisting and In lagirg left Nlg ppand, unt drainage f lL and ttaodiN to the lures and grades shown on ate mvili ration Peru and tltrw of C 'Nork indudas hariiahing and r e" ng geogrid aol [ain=or3amert d the type, size, boat or, std lengths as dssigntated on it* axntroction dW*1rgs. 1.02 RelaRad lacRlom A. Se-.bon Six Prcparaion Mot aPDloable' B. 8e3ton - Earthwork (hot eppllu ble) 1.08 Reference Doctaaarlts A. Amer can Society for Tesdng and Materials (ASTM) 1. ACrTM C 1372 standard OpeGflcetion for .Gagniental rUIMIningwe I Unit 2 AGTM C143 SaTompting and Tooling Cororoto Naomsy Jri m 3. ASTM D,122 Particle Sae Maly" 4. ASTM [16x4 Laboratory DAmpart or. Chaadedstjra of Son - Sterda d Mort 5. ASTM D 4315 Liquid Urrik Most c Limit Old Plasticity WNISK of Sot e 4. ASTM D 4335 Twaille ProWlie v a( GevxWaa -'VMde VAdtrSUip 7. ASTM D 5252 UnoCr#btedTension Creep Berrndar d Geosyrit' on" 6. ASTM D3034 Polyviny Chlorco Pi rw, 9. ASTM D 1248 Ga Rigated Plastic 1 u, A$ t M U 12ti;t Frosew I raw Uumbi drat Concrete Urtta 11, ASTM D 6635 Detemllnrig 0onnediol Sttenatn Ba oea-i Geogrid anti 5*V- r'ial Unit B. OwWritielr, Rexamin In owe (3R) 1. 3RI•G3/ Date -mire don of Long To-in Design St-ergth of Googr d 2 3R1435 DetwmllLOU or Geogrfd (solq PURM4 C National Concrete Masonry Aswoiedoa (NCMA) 1. RCMA SR141.1-2 Tact Mattiod `or Determining Shaer Slew ptn of SRW 1.04 9ubabktatlsFtaardlloation A Frio- ao :he shirt of work the Cotter dIell obtain constrWion drawings and desiAncal oolations prepared and stamped by a PrWasional EKrrteea' tegiftec In the Oft of thud mbinsrlg •sal l The owner or Contractor shoul•J hove the Pgx*W tetairihV pimtited by tre appropriate gwempng a.dwAbes a Prcr to start d work to Contractor stall %bl-A a rnenufar tture%eertificubw for each d the retainngvsil system compo•lards. -he cwtf cat:rna"state stet this rwn'ponert meat4the requirarm -im or Lis MpmIrwaiion. 1.00 QMRyASaampoa A The Gent adorsran- becompeltrtt and experaroedlrttacorotrunon of-el IWwdoag- netttat raWringwatia The Cart col om ca. pdancy w d exper &roe ahat be dsxrn*itad by the Owner ttru dull - winition of tsx6si lfully competed projects andtor cormphrion of s mtognimd costae of oretnxlibn: si ch as the NCMA`a SegawnlafRelaie g Waem lr�►s I:0,0ttronlha w". 3. The Design Engineer shal x Contpeterlt and exrowlenoed inn the design and ans"lsof mintorolad Mignerital retaining +vets. The Design P#rwm stmt provide proof of am I'd professional iatiNy ineranoe ha then agpe(pltb aovera)fe lima of rot Iaasthian 51,00D 0011. C. The Owrrer'or Contractor shat provide independent aorl testing and qquuaa lty astsrsartx ir"a ton and testing during carthwork orc wall oorwill -joon oxrabons. Thc Owrxr'a grxdr't+j Gaaaaartcc program does, not Wave to Cwttradcr d muPM&W -V fcr cualNy coMrd mid wall perixwMance JAB DelhtaryftrapsnallHasWNng A The Contractor slack dw wall inswisls upon cehivery x11 *stum that the proper type: g►adsi ontor, ard:a ilfle rtlnn twe Wn rrcelwad a The Cwilroornr mall protect fit met ml* from t wOP due to jcCdte cwdbwm and in axardarde wth marirlWLrers newmrrwiMiala, Dervped rnakxlste tgtalr rat tae In=rporated IMID the work PART 2: COMPONk31Tla 2A1 Ddhtltions Black - a Rookwood Clesaa 8 with r`CE corcrde segmental retaining wall unit, C.xp A Mor4ot al ( ;aamcr unvemal (;W1 wrtrrerednlsmrsal lrtraningwlir emit aeogdd a gwoI theno rrowial man raatutfRdforthe prVffW purpose to rairioroe mat. Sarno as geocynfrtft rokilbecorA1'•f and act raWhve Mea RIW FiOric - a ge0a taillic material nwufacturedfor if* primary putpaee to filar isdfl&trOfn wear. Seale" asgeosytan ttctab*. OralifteFIB -cRx tad rock am, Me:hst Is paced within immaQatey behiidtie beck Same eta cxry frVrutJ ahaseya ru:fc SachM - compacted sdithat is placed berkxf the docks arc drainage IN and waMn the re rroroed sod vnarne d the retaining wRil as ate alktad on the rkmR Same AR nsatlF>rt>lstfxacsitf rMxf N71N+wJ1 13aikP l.ewi�ag Pled - RprJralpkta tMeiw n•nh+riAl rm nrirRrptw 1 evict aA R frtrmridirm fns tiiR Nraicn RamR Ens lave/nr'g pad. Drano aqs Pips - lypically, a /" cisrrwter PVC or c"tod HD=E pipe that is pado•ttsilor sidded -0 wDept waster from t-w atrrewiding.sods. ^Sams ss damn 00 4.02 Skmlks and claps A Hex, kR WWII r e kw* and (;Uwe 8, wlm I-K; i erwoe.re tie( mental mtfltraM oil i xim trip. Owier shall apecify the 0010- aid teas finish- S. Cape ehali be Roclovood Castic Uriversal Cap'' coraate segmental relit ncng well urns. C. Mod% and caps shall conform to the folkW nq requlemertw, 1. Bb lydtriereiats Shall be: H - 6', L =18": W =12'. i Ibb31® shall have a built it tug pmItudaig W -rcm she base air Sts. clock S. Cap drnwaions oftl be: H a 4. maw ='18, LRava a 1,111', W =19 V 4 psrmisNblsvarlstiontiritbdo 'wpdkrersloralehal bepsrASTMC1WZ 6. Thafitdah and appeekarice cff'bkwxWgops "I be Par ASTM C 1372 B. .10rengthand MAnrpim w.TjlrffMrft*hMN aie M. A.STfis C 1M T. Tns uA weight (wtVI1 pa taut vOk ntM) of art irNlnrtl tlkklc WtW Us gradSr Dias J l S pQ. gds Bass. Lawling Pad MtMarW A- Baca love ing pad malarial wain. rxntist of caepoded algomga6 boa cr rawoWomad caramm, as show riantha construct ordtvairgs ardor delemwted bond upon ieldcomMiam. AQVV.Ptabwa meterisl shat rneet tie foWMng gradation in axdcarim with ASTM L }422: aw" 31ze Percert Pam r>& 1 inch 100 no.4 35 70 M, 200 0-15 266 orainege Film aarlal A. Drairhaga fit tnatelal OW dolold of o ulined hock Meet tlgtlief oriiii rig grsWatWfl in *=Var cis vh-h ASTM D•482 3Inch 1W %Inch 0 -'0 no. 100 0 8 20B iladdld A Ru li (tall ixirdd rf anll:tiar o OeP. nit rIp AR alai deb*wkwA r•talasiat: UrlFw th it DeRgrw Wes f as othe'Mrla® and wwLrte for in htskw design BMVOhk b1101011)tlat Crest it* W gradation in s000rdaroe with ASTM D-Q2: 3.1 1. 1 cikl) 50 -1103 no. 4 2D-10C tw.4J rY /5 no. 270 0-35 3. Ba cW1 I stall have a Plasticity I'deX (R) < 15 enC UgUd -rrd (LL) '4 40 per ASTM D 4318, C. The Our*Wm ti'ud1 4AAW:l iiKkIminiert INtnhitlwy tall -mile W Will Usd Ito Iaat hfillrtarki the mo-ements or 2.00 A and EI 207 (11090d ge A The' f> ogM, . aSoil pecifirtf�d n too vs. p1sm and drsW rigs: gull be manlachrad 2M Drainage PW A M regkirod: d airnge pipe shall be PVC pipe mamilla3:umd in ar..ardeneewitlh ASTM D-SM4 or oorngwed -1LriE pipe mantsook ad in a000rdenoewth AS•TM O nze DrMrege pipe dwII tie perforated, Model, or ton perforated as oxmi t in the ocrobuotion drawtrW PART 3: EXECUTION 3.01 Ewewration A The Contractor snail excavate tc tts 1 no and silades aitpirn m the ccriarx.ion:dravririgo, The idfo Ca mclorar, owners reprosenni*eduo roped the e><zavation and eppr&Mkhtpprove its=npatsrizy ae a fotndatlan Sol pdorto ptaxrtiars of the eveting pac or bKCM . 3. If wrisds vm-k a regcired to Improve the foutdat cr and . the Owner trial oon'iPat'MaMa the Contractor as iiutially agreed. C. The UrMon snit shall be COMMGW to a rrdririmr or 95 %or the rnsodmum cerle.N Per ASTM D-IM. D. if tteeapap or'evideics thaw sespage a observed in the exGwatlort tie C artiraator shall ransut the owner and Des igr Engineer In order to sac or n•odiry a d'alresge system to trti" eaepags. 3,62 sass Levailnq Pules. )k Leveling Pad msar al ahs I tv placed to the I Ina%and grades shDw an the con irtichon dr winq% w a minimum thhduws of 6 imt" e><WnXing laterally min mar of 61, both in front ct end behind era bock E. Leveling pap niebettate>st I be comploted V a r- iwnwm0.8196 ofins MNWN pn *K**. per V E RSA - LO K WALL SPECIFICATIONS AST V D -M. C. lxiiealim pail wish x jNepi wd to #tr:atC fi 11 txmtatd (0 bk tiaYe twlraa tf lhla7ofi+tia a03 theca MufaBbaoa llarsaarrralrwp!M1tr / sr0. A F1 Est oam of u1 1s slag be ptaced an the tevelllp:pedal the apprepr late tl a and trade as shmnon the eoWruation Swings, A[GnMentand avtl Mail beohedaeal13Z11dlMdcra Ensum trial at trite are in full e,gh the lehhekng sad and properly tested. B: Plaice the hart cr units. elde•bir-side. 130 not leave gape between adjacert unta LaywA at ocr -wre and antes "I be in.9zoomence with maniiraoturwa -aoCmrr>ardstfa'la raw M��• C. Place crate 1111 sAN -r and beh nc blocks. Place bwOl behkhd drainage IN In ft no greater titan Sic 12 inct-asard compact to a mini rim of 95 % ofelrs rrao[inxan density per ASTM D- ..,0 i. A. (� T -1 air "- all, i'~ -'-`7 2" "-""so NS. • D. M order to arouse thet the ooroa of the block and a mirimu d 12" tree re to block are I'll ec with diakwge rock N a moammeidod that n amom ftn i two oowes lei° b'ada am trhwked 36or to pawing and compauang biw4rill and dta nogo fill. as./ wogrtd baswtwoa 8-CAP 12' MCAP A. Gaogrld moll h* oAiw asdvWth the highoei sttarigtt GaAs Owpondicubi to thowall aliment, • r.a..rr,ra w S. Goog id shalt be piazed ut the typo,, Longdts, and dovat ord: wore 5n tbe4onotruction drawings or asdirecled by the Deeiaii lEnginer. .aW11n1a 4 14" ow �14'� C: Tha geogild, al is kid hon w00ly from within 2 rwhaw of the face or the blook kink comae oompsiAod bsolrfdf. P13oo tho rind ow aw of blocs over duo googrld. The googt d shall bo g t al. pulled taut sal en FXsgib to oecrtg sddAoral daesfNl or 6b • .: • + .. ; : ', . ; .. •t •k . D. Geogridehalf be wratinw(e t-imuptcutf a* esmbadivrit "tr_ Geoprid still be plecoc aide- by' aids. w overlspped wtt3 WRI asWw to provide 1 oaa q at esh dawgrrd g d" p og sires :r� bases eta► �""" 3w ITS VERSA -LQK CAP UNITS qi� slrtrtrlretas UNIT DIMENSIONS aNt stow Plaonrnoiht N } SCALE: NONE A. 113=0 shah tee k wYA W'm• w ri aarwlad ki witA i a rtwitax go. miitanlriar the development of sWk and installation damage in ft pooped w N NQ B. BMW It ambepaca0am3ompededInitts- not000wee0 'tt17CMs where told CMVWorIs urxf ur 81u 12 1Kf W (ktu;aese#ywt axTt)r}v areiur lA:ruwauirrgi wtaalr twvy:zruri.Aetiart equipirient is used Lit herkreesshall bedscreeeedtDwN vethetowirec oompenAon L ,raerrn.w G. B&M 11 anal) to c9mMMd:to pes% w the m8itimu n oe-OW pe- AVTM DM. Tie moleture ccrtart of the WWII mafedel, prior toord dxWo Compadtcn she Its WarmlydkbD.nec -� tress. fileAtaatrn' OEM" AN IN, Aa�M msasa� rs °�thratgW Am aR aK� a si w w A aODI -M M "AMWo r°eM #MR3Aw1AR* hAMnMg WM 1i �� w*�.+�ai: per• VERSA -LAK SQUARE FOOT DCTAK3 arch layer and stall tIewalhin.30'Y+ d the pplimtr s f xris4+kR oorMntea da3erminatt by AS't'N 6911 CAP rails � oft par • T-T D. Only Ngirlwet itt hand.operabsc eWpmmtshall be a llowadviiihn Meat NM the face of the block W�C :..�" .11.,.,1•-- �•}- ?+�,.7•.wti• L'`�''' y j Ir •7i'i �y u. E. Tracked zonatuotoregAvrientsharll, not beopereFa4dire */ upon togeogift ArdnirKmor S iro tea of backfA i5 reep.irad ever thq prior to olientbn of tracked vehicles over the geogrld Tradied vamlale turning sh ?=6 1l te, a mkim im to Xwert two from dkpladno the ba:dlt a 1daa tagirr(}t ligeog(Id r. (tubber tired equiprrwit -ndy p-* over geogrid dA aloe rlpesda. lees thlrt 10 mph. Glidden br&10ng am sharp turning ahaN beavattdad 2. At the end of each darts epsraton. the Contilai dr atraft 110Fe ti0hO iR af'h8dr9N a'OW from the cooks MA drififailge nt in order to d r4o runoff aray 'norm wail low. Ttle {,brrifx3*, Mall erw.re surface nnet ficm sgwwd amen dt rot anW to wall ounatruWon ails. 366 Drainage t+yrlam inatWailea A. Ora nape VOW* both rrbrrml 110 to well OM sump: ai, shish be deiernined bsasd upon qbs conditions by this Contractor in oonsubtion vAi the OSYw And the Ossion ardnsar B. Within the teesdeaWneaon , the CortradVmud ensure thatW sadlclaicrairogsIsdinsoW. away from the wag ayaaem by use of drdr age.swalee, wea drains, of abet wmpliti t natamre& withinlrte, l fewne of the urea, the Owls.- must ensure that all a ft M drainage Icdsaoad away from the will sysharn. aw Cap to on P, Cup,. chili ba mdNcrod :p indo4ying btoolw and oapowdi &L4)6' Star ". 3A6 Asatulkt0onshucitionTolerances A_ Vertleat AMgattassnt the top of wale shait tea M1Ehlh 0.1 (1.37 (horn dsanpt►grsds. B. Mau 13~.. wthn 2 deg+tes of dsaAV Leaner, ewd jdkV a. negaivie' bodev. 0. the 0or bom of ftvM ll (5 W.). et daCr 8 W. fjrad6. sMp wIwn l "odor dssg Oft D. (r1aatdnmm hbrinmit l gap bdween cmda:# Moiclim shot be 92 irick tL06 FfNd Qlttlllly Con" AC Tre Oxmer and Conuucroraha't srgigs Mweot on and test erg wi vlaarsii*wif y amaol) drl'tng 117 rtWiwlkai lv+n kMkar exu}r�i W*tuifSkaerirxrouta naL 't-w Iwuka( *w#1y w'1' lLV U Use ORIN dose not relieve the Cortmota from meeting project sim i olions. EL OAI ty carhop should Mkoad/: tar not be trntad V., to rl eft l soli lnspectom verpowor of 0W*w.hrW:P0 rbri0n rRWrW i;m,' -Mrs v4%nhe atn►l "vdr :rtMnlrhan Its in ORrtwat emnriiarrA with oat rkriAglttkw %AiWwWiirWed a>EWguokXei ( quratlyAlanaartwpvwrAAyfaitrfpenrRstndtlLy tl'ra siibgekelsei.Aitrar srrgPweei;} C. -.Y l* allfred arrdeagys1erwedfebhhtoianeand angirsasrBahaN peefefmtaWrg and lnapeatlots services. PINHOLE I I H 1 VERSA -TUFF Pfd `` 2 PER UNIT 1 E f 1 1.0' StltlAtift � { I I I i I M I RECEIM C SiOT l IiN� J PINNING DETAIL SIPUME FOOT tAWT -CRim SECTWN SUALL: NONir sw•• 7faR Il4lilallalr aaaAl.t +Mir NIUM 04'-111aAla HIM YEHSA -LOK SQUARE PCQT DErNLS r u�at .sew aw a' e`I�1► ' PAtdrd"Vft11.qV4 IN o N °t � rs[t rA�io�i e s a� 1►a PM�elae�tt: o 'r..`airi' as Sol d& ilmdeffe 7 14" PIN HOLES AND SLATS FOR 1' SETBACK WAIL CONSTRUCT(ON STRAIGHT SPLIT FACE 12" � 80 t tll� 1 PIN HOLES FOR 1/4' SEMACK WALLS VERSA -LQK SQUARE FOOT UNIT UNIT D1MfNSMONS SCALE: NOW IN tua p Yam 1N ao tacs� � A ® VERSA -LOK SQUARE I= MAILS. },a I or 1111[ af. lrs Ir m to a : aalw��� PPIPAI® air A oawsrsa, Loss iO.I�MO 1ldCW!' k '+sus �i • SQUARE i17D7' Unllr r er Typical Defiails 1 llarsaarrralrwp!M1tr / sr0. i,+raasole•em iarrardOV -emir � Ma �--, w raw M��• ~r ..,0 i. A. rYM • aw� "r i�.r.r. z U N • r.a..rr,ra w .aW11n1a r-0r •MLWMki OL wlM�r�rsWrk,a+ira oaMrr =1=24 � V •. , sires :r� bases eta► �""" r r-I ri rikrww« ME.' Z ""•" qi� slrtrtrlretas N } }w"' w N NQ L ,raerrn.w .''•.. -� ..a..ss.a r...i..i w w Now oft par • T-T 4 w r r ''•� • W�C :..�" .11.,.,1•-- �•}- ?+�,.7•.wti• L'`�''' y j Ir •7i'i �y u. OhlYwrr aarraslrr.oc 11.i,ikrtrMlaa � ""' a�aiatr.Nltlt �� 710100wallung"w awsssr earwolsna ra7aMrot a L M. ° k C Z >w T T' J J � !i♦ > Q ( c C L9 E air - • II'31 iriamtia.aa rover 9EI91tiih.S_i�d8L1$ w� Ckarto 6 oath PCti O Q Q s barrll'nisaxd tate!•iNaae AbIMVMi a.aM Typtooll%eloik c sea, w Q Q c `c Block Dinw alons 00"k. wNh Ilia �11srd hYOrmotlorl vrar�rir�aararuiwrosrraw,aa OIAilmitaasya.. 1111lehaaar.lr rriM,ll�w +r'tar+`i+M w..r.cs�iea vrxsnrxxaw.rpaw� • karan+a se. trrx maw •s►nrrw..• .sw asR 4sr tpae'MXMRia.MMRw•:...a�1�a W awaearrwr Mr1AtxVLw�AM� ...YM¢RIYl► anatnvr;eawylt....:w. iwwww „kxrrrxlaa`MyHYw. ••rill 4ra4w sex rsx+er w1srx •awnrww:tw»aw asaa Y.rwi► aweaiarkra I.�,w�..Xirtrk�Y10 fw✓t.i.icln.aM.A; Faaoi ODDS Mme.. mtma are q 1 PIN BOLES /N O $1 SETBACK WALL 0 73/4- j STRNGHT SPliff FACE VERSA LOK UNiT UNIT i7AfN5 SCALE: NONE V it ii II II 12 SPUTnNC GROOVE FOR HALF CWT PINNING SLOTS: FOR FRMMMDING WALLS FOR srtwcbs Aa.eal era Vatm -LQK STANDARD i7ETIGlS m OF.ANY.. pass PAR0 �11= T- tgrPr� a� i nai�ar aMawseparsal�. ,�s��r� 3TJW4KRp UNF'i' PI"IE 3/4' SEM ACA I I U �I VERSA= it1FF' PM I I t 2 PER LMr aecEnrrNC salt PINNING DETAIL CROSS SECTION SCAM' NOW pusoal aiata R� VOW -= SWARD P£U31LS ,R ate tilt . 'or tat /qsq spwm I'll; ftwft V-401 P1000" �eFitHE, A' wO�akoutD 1s. „ f MNNG weep � � thivasdCw fnter .whc+r BIeCk l)taienillbtta rw+ i 4• ^ tit R. COLLINSZ_ No. 357191 r1N l TONAL E J Z CO (� CA Z g En z U.1 LU o°in in Z (w Gj rL del CD 0 < 'C UC (f L w a (� c 1 C >r F- c w(L Q > LLJ C i.ij a a 0 a `C Q b c a is N a V) -C JOB NO. a 1 02036 u u SCALE C AS NOTED u c t: SHEET NO. t 16 a s �--, w w M Z W z U N Z V l o o N } }w"' w N NQ L N - -� w W�C ^ J J V t o C C Z >w T T' J J � !i♦ > Q ( c C L9 E EWN-4 Ce w w c a O Q Q s c c w Q Q c `c w ► ►.611 = = L L r 1 w w c c C w > > , , �i o o z z r L LL v^� � _ + Z LL w Z Z LL WW WU. 10+00 10 +50 11+00 11 +30 WALL SECTION 1 535 PROK E ED 530 540 i 54.Q THEAT R 540 kSUB( OF IR AX _ PF tOPOSED GRADE SED PRO OSED ED GPJ 535 PR POSE G E 195%&DM COMP / 525 535 ' 530 535 535 (95% — -- -- ILL _ 520 (95% CO PACTI N) HE HT =1 520 / HEIGHT 525 16' _ 530 515 PROP )SED V fALL 530 ' � - -- -- -- 1 EIGHT l =19' 525 i 515 eUbtU WALL 515 525 / PROF SED V IALL 510 HEIGHT EXISTING GRADE 505 / HEIGH =12' 510 510 / —_ 510 1 505 � _ _ i 520 EXI 505 / 520 500 505 500 NOTE: 1. MAXIMUM LjkYBACK 520 / XISTI G GRADE 500 / TO THEATRE. SEC ION =2 515 500 / _ _ 515 - 510 _ 515 490 510 / / NOT 1. AXIM ECTIO MLA =16.0' ACK A THIS 495 i ` \ / I i 495 485 I / I NOTE: 482 510 EXI TING GRADE- 490 J / IAAXIML 482 M LAY BACK Al THIS N 490 N 505 OTE: 505 488 -- . ffA M A ADJ 488 502 TO SE HEATI TION= ZE AT T 0.89' IS 502 W W W W U. �.. M 8 ui T_ to O t �'o 9 10+00 10 +50 11+00 11 +30 WALL SECTION 1 535 -- 535 530 54.Q 530 kSUB( OF IR AX 535 540 PRO SED PRO OSED ED GPJ 535 PR POSE G E 195%&DM COMP FILL DON) 525 530 535 525 (95% COMPACTION) Fit — _ 520 525 PROPOSEDWALL HE HT =1 520 / HEIGHT 525 16' _ 515 PROP )SED V fALL 515 II EIGHT l =19' i 515 eUbtU WALL 515 / / 1 510 HEIGHT EXISTING GRADE 505 / 510 510 / —_ 510 1 505 � _ _ i 500 EXI 505 / 500 505 500 NOTE: 1. MAXIMUM LjkYBACK 520 / 495 500 / TO THEATRE. SEC ION =2 AT THIS .10' 500 _ EXI TING GRADE - 515 490 / / NOT 1. AXIM ECTIO MLA =16.0' ACK A THIS 495 i ` \ / I i 495 485 I / I NOTE: 482 510 EXI TING GRADE- 490 IAAXIML 482 M LAY BACK Al THIS N 490 N Lo 488 I 1 488 N M m O cp ti O �.. od 10 +00 10 +50 11+00 WALL SECTION 4 WW WU. w� 540 _ 540 530 54.Q kSUB( OF IR AX 535 540 PRO SED DE GRAD ED GPJ 535 525 195%&DM COMP FILL DON) 530 535 530 _ FI — _ 525 PROPOSEDWALL HE HT =1 ' / HEIGHT 525 16' _ 515 / 520 520 ! eUbtU WALL 515 / / 1 515 HEIGHT EXISTING GRADE 505 / 525 510 / —_ 510 1 � - 500 EXI 505 / 500 505 NOTE: 1. MAXIMUM LjkYBACK 520 ADJACENT 495 500 / TO THEATRE. SEC ION =2 AT THIS .10' 500 _ f i 10+00 10 +50 11+00 11 +50 WALL SECTION2 530 530 54.Q 525 540 PRO OSED GRAD ED GPJ PR PARjK OSED N 525 (95% COMP CTION 520 535 _ FI 520 (9516 I CTIO ) 515 HEIGHT 16' 515 / 530 510 ! eUbtU WALL 510 / / I HEIGHT =14' 505 525 505 —_ 525 1 � - 500 EXI TING GRADE- �_ / 500 520 _ 495 1 / 520 495 _ f i 515 490 / / NOT 1. AXIM ECTIO MLA =16.0' ACK A THIS 490 \ / I i 485 I / 485 482 510 EXI TING GRADE- / , 1 482 510 to O N C to N Lo 11 +50 10+00 10 +50 11 +00 11 +50 11 +75 WALL SECTION S 10+00 10+50 11+00 11 +50 11 +75 WALL SECTION 3 NOTE: 1. CONTRACTOR SHALL SELECT WALL FROM EITHER REDI -ROCK, SEGMENTAL, OR VERSA -LOK WALL SYSTEMS. SEE WALL DETAILS SHEET FOR FURTHER INFORMATION. 2. HANDRAILS SHALL BE INSTALLED ALONG THE TOP OF THE PERIMETER RETAINING WALLS. 3. CONTRACTOR SHALL EXTEND WALL BELOW GRADE A MINIMUM OF 8 ". WALL SYSTEM FOUNDATION SHALL EXTEND A MINIMUM OF 18" BELOW THE GROUND SURFACE. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) i inch = 50 ft. 20 *N� N / - I t f� I = �s N\ XN_._ 1 t ff �_- m s,s I; l71 s B 495 11. MAXIMUMILAYBAbK ADiJACENT 1 495 492 1 BE RCP TtPE IV PIPE 1 492 > d M d ^ f. O W W W wi U') C� :' t[� LEA W U. 10+00 10 +5010+70 11+00 WALL SECTION 6 C �lt1 i i i ilJf� r ��r WRIN r w-, LIM I w N 00 \ y 1 p � 535 10 +00 10+50 11+00 11 +25 WALL SECTION 7 10+00 10 +50 11+00 11 +25 WALL SECTION 8 a 0 a4\ ct Lu.� w M Z � w N U _ M Z d— .1 0 N F- 0 CIN Q WN Q w ch WU J W J s o C r� cc L C a C/) E' 0 Q H a C b w W 'C U w -� O x ,J a W U =Q� L F- w �� W > H 0 C a z LL r n z W Z Z W Q c J ��-. U L mj w a C c 0 L W C u � w x a a 0 L r o 13 N 4 !A z JOB NO. z t 102036 u SCALE AS SHOWN u C C SHEET NO. c 17 U ° OSED 54.Q TER 540 ROPOc ED GPJ Q E 4TH 535 535 _ FI (9516 COM CTIO ) 530 / 530 PRO eUbtU WALL / / HEIGHT =14' 525 —_ 525 - 520 520 _ 515 �_. 515 / 510 EXI TING GRADE- / 510 / 505 505 / 500 _ 500 _ _ _._ 1 OTE: 495 1. MAXIMUM YBA K ADJ CENT 495 SE TION= .80' 492 492 J O N t0 �j O C C W W wO. d cM w �,� N worn �tn u �In of 10+00 10+50 11+00 11 +50 11 +75 WALL SECTION 3 NOTE: 1. CONTRACTOR SHALL SELECT WALL FROM EITHER REDI -ROCK, SEGMENTAL, OR VERSA -LOK WALL SYSTEMS. SEE WALL DETAILS SHEET FOR FURTHER INFORMATION. 2. HANDRAILS SHALL BE INSTALLED ALONG THE TOP OF THE PERIMETER RETAINING WALLS. 3. CONTRACTOR SHALL EXTEND WALL BELOW GRADE A MINIMUM OF 8 ". WALL SYSTEM FOUNDATION SHALL EXTEND A MINIMUM OF 18" BELOW THE GROUND SURFACE. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) i inch = 50 ft. 20 *N� N / - I t f� I = �s N\ XN_._ 1 t ff �_- m s,s I; l71 s B 495 11. MAXIMUMILAYBAbK ADiJACENT 1 495 492 1 BE RCP TtPE IV PIPE 1 492 > d M d ^ f. O W W W wi U') C� :' t[� LEA W U. 10+00 10 +5010+70 11+00 WALL SECTION 6 C �lt1 i i i ilJf� r ��r WRIN r w-, LIM I w N 00 \ y 1 p � 535 10 +00 10+50 11+00 11 +25 WALL SECTION 7 10+00 10 +50 11+00 11 +25 WALL SECTION 8 a 0 a4\ ct Lu.� w M Z � w N U _ M Z d— .1 0 N F- 0 CIN Q WN Q w ch WU J W J s o C r� cc L C a C/) E' 0 Q H a C b w W 'C U w -� O x ,J a W U =Q� L F- w �� W > H 0 C a z LL r n z W Z Z W Q c J ��-. U L mj w a C c 0 L W C u � w x a a 0 L r o 13 N 4 !A z JOB NO. z t 102036 u SCALE AS SHOWN u C C SHEET NO. c 17 U ° T V_ v1_ LEGEND LEGEND v__ TP All V_ \ /' T l i \' '� �/ l / / V_ LIMITS OF LAND DISTURBANCE SF SILT FENCE PER VESCH 3.05 V_ V_ )te_ - 4 DIVERSION DIKE BOUNDARY LINE DID DIVERSION DIKE PER VESCH 3.09 X X -X- SILT FENCE \ -'' / / /' / / /- / , � -�1L 1 /'/ ST SEDIMENT TRAP PER VESCH 3.16 s R. col TREE PROTECTION 0 V_ V_ No. 35791 k DIRECTION OF FLOW CONSTRUCTION ENTRANCE PER VESCH 3.02 f ISTURgAKC*� v- ,,V-- / - 'j. �// I tbl \\'� I I — A x 653 7S_ PROPOSED CONTOUR �z =T1 6t�k6IE V I I DRAINAGE DIVIDE TP TREE PROTECTION & PRESERVATION PER VESCH 3.38 v v --------- _ �TIN0WERSI-O �SSIONAL E' v__ Op \ \ // \ \� -Vu(i OUTLET PROTECTION PER VESCH 3.18 /V-/ CULVERT INLET PROTECTION CULVERT INLET PROTECTION PER VESCH V, CHECK DAMS Cip 3.08 V_ V_ OP IP SOILS LINE INLET PROTECTION PER VESCH 3.07 V_ 110 ROCK CHECK DAMS PER VESCH 3.20 V_ V_ ♦ DRAINAGE WAY CD �' /� //� _ ! , \ t g M SOIL STABILIZATION MATTING VESCH 3.36 V_ dmiT$ bF"!�-__ 10 BOUNDARY LINE V_ v ♦ c CONSTRUCTION ROAD STABILIZATION VESCH 3.03 Y -------- V_ -'--v 14 z V_ x /Z SF �� \ �.\ \\ __ / / i ; % /// / , '� ~' / 14 \/j / / ��/ go z D PROPOSE LOCATION OF PROP A- STOCKPILE AREA 10 z TS L AREA TO BE ENCOMPASSED u WITH SILT FgNCE AT I*/' IDS t V_ Ui V-1 / i /// 1L i / l /i /% + ALL TIMES 0 - 10 r Z V_ 0 U) 000, z 2ull V_ Dc 1w _j V-/ 0000, V_ A MIN. 12'X70' z NOTE- THIS CONSTRUCTION ENTRANCE H E V_ + w CE SH��L' BE INSTALLED- OPERATED- AND MAINTAIN UA 1z_ V_ HE CONTRACTOR. ALL CONSTRUCTION V_/ V_ /SOIL TYPE RAFFIC SHAL� �IE TH&CeNSTRIJCTI,16N� 'r i NTIMNCE. NO OTHER ENTRANCE SHALL 47C \ v1__ V I / / SF MLIZED. I - 0 ___/ / /// ' 1Z <� V_ /v E DC v AIK V_ v v Vz CD v- V_ _�v v 41 490 LLCH�NNEL \ \ �- 1c ,� �; , `, / % v v V_ OUTFACE TO ORAIN W�SH RACI� \N V_ TO SEDIMENT BASIN V_ (31IN V_ EXISTING SEDI�ENT BASIN ft LLj V_ NN I0100 tv- V_ V_ Lu z W V_ j jv_ V_ 00 Bc r�4 �SF vr V_ V_ V_ r 0. U.1 DC 560 f un v CRS CONSTRUCTIOWROAD, STABI -PPLIED OV�R PARING AREA IIZATION v__ / S44ALTZE A 10 C-4 AND CONSTRUCTION OJMANCE AREAS 1 r• v 1#4 V,/h THAT NOT PAVED. CONTRACTOR LLJ A \ �, ` 1 BALL USE 23.-A STONE - MINIMUM z T S 48 THICKNESS= ,V ON-PARKING\AREA, AND 8- Z_ C) > PN UN�VED CONSTRUCTION ENT RAt4CE." V_ _'ryPE WL v4 V_ 0 SOIL TY E' I _71 �_A 65B, V_ X' V_ / >e, 9 i _055 / - Z q x- > NQTE: ALL CRITICAL SL)Ck IMPACTS WITHIN 'iv THIS AREA OF DEVELOPMENT WIN < Z RE APPRqVED WftH THE HOLLYMEAD TOWNCENTER ce z/ REZONING PLAN C) f i I i J 1�I '' \ / i I i��j i / — \ ` i ' O Lu U 6M�S/ OF I B C� gV-4 8 P�Eo So SLIN� <� uj Z EXISTING SEDIMENT1§ASIN #2 D .4 �V' Lu 1 1 ( MODIFY BASIN AS*iOWN U /4V IV- 101TS OFD D TURBANCE� W / ��, \v �� =1 168 ACRES W V_ c I I i I. DC 410' v p Willa* cb V_ z :71 Ls- COO PkOP §E DC En T7ELIN� uj 0 V) Ts CID ce. con uj 6ISTING_=0(PILE � I � �. � / � .. I - J v TO 'BE REMOVED tt % i / / / � _ 5a0 _ J V_ X V_ IZ % I 01 1 "1 / k�� � 110 V_ 0 %#law b 0 ,,, %off, � V_ t-u / 0 uj ce v th JOB NO. NOTE- CONTRACTOR TO PROVIDE SIGNS AS ---------- SHO�N AROUND THE SEDIMENT BASINSAW -� / /' / V_' '/v SEDIMENT TRAPS STATING:'DANGER, QUICK % 102036 RA 00 SANI!�, DO- NOUNTER =40' ET / e /% �/ / / �� %l �\ � _ /` I / ''`� - �`� ` - _ _ " -- �- - -~ \ \� `� c 40 ft SHEET NO. 19 /v- V TP v- V-" v- v- v- V-- V-/ v- 7 v- v-/ "v v- LEGEND LEGEND 531 i LIMITS OF LAND DISTURBANCE SF SILT FENCE PER VESCH 3.05 BW 52 rrz - 4 DIVERSION DIKE BOUNDARY LINE DD DIVERSION DIKE PER VESCH 3.09 X X X SILT FENCE Sco T R. COUINS Z ST SEDIMENT TRAP PER VESCH 3.16 11 v- I Ix -1-1, A --D-�� TREE PKIJIMIJUN — No. 35791 z� TW 529. v- DIRECTION OF FLOW CE CONSTRUCTION ENTRANCE PER VESCH 3.02 X iMjTSQFi-bISTUFt8AP Bw 5w".0 —653.75— PROPOSED CONTOUR V-/ =-tl 6 ACM I I DRAINAGE DIVIDE TREE PROTECTION & PRESERVATION PER Zv- z/ & VESCH 3.38 I ' `1\' , `'\ � � j / f / � � � z- L I �Kf ii V-' CULVERT INLET PROTECTION OP OUTLET PROTECTION PER VESCH 3.18 "V7'ALrN (MA io -1 (0 CULVERT INLET PROTECTION PER VESCH F�x I-, m--_ Cip 4� 3.08 �� \`. \ �._ - r /� % �:' �� RUO Y-� I - \\ \ IV CHECK DAMS 'EEP 1 537.0 �$E 0 TD 53fr.8- INLET PROTECTION PER VESCH 3.07 V- SHEE-1 pbu /'V- v- .7 SOILS LINE CD DRAINAGE WAY ROCK CHECK DAMS PER VESCH 3.20 j \ i / / j ` SOIL STABILIZATION MATTING VESCH 3.36 v- dMrfS bFv;---- V/ BOUNDARY LINE v- /0REENWAY V/ CONSTRUC77ON ROAD STABILIZATION VESCH 3.03 v- .5 /V DD //qv �W/A' Y X I SF • < /V X /F�Mq/e T1 4AP6, /, j / // �/ �� / E�ON I RI ER z w NN # 8.401 U) (L Lu X No z a ROCK CHECK DAM AND Z 'xz /V- 538.1 0 z (A v- y- BARRIER TO PREVENT 0 iE �47CMP SEDIMENT FROM LEAVING SITE /BARKL /fO V-' iz XT 9DER THE PRCOOSEt, -rW,5:?6.00 U) ce -i 8 Ta 11-1 L 'ATIO VIN 5p7.W I CA ' (3 66/0/ MIN. 12'X70' z Np TITITO .0 OTE: THIS CONSTRUCTION ENTRANCE SH v- 10 �IiN PS > BE INSTALLED,OPERATED, AND MAINTAIN 100" THE CONTRACTOR. ALL CONSTRUCTION uj NOTE: SHALL I E TWI"ONSTRUCPON� v UTLIT R`6AP DURING C(ONSYRUCTION OF NTRAlqCE. NO OTHER ENTRANCE SHALL BED A�--574f'-A=l v- THE RETAINING WALL, S ILIZED. 2 2r, I §!(L) 4N ,. DRAINAGEALL FLOW BACK v- VVN'IRE DC v- A-- v '��Twvl 00 BW 502,00 Q v- v- v V�/ \ \ \ -A� ROY Dk NLET- v v- -Z � LgP/I I I�E INS ALLED AT L CATION Z v- v- � I FF TURE D! -3 SO THAT-RPE- 'I r I \ 11 11 / I � ---_ — i I - NN O*N ce PR0,PdSE CAN B SALVAGED AND-REUSED i PROPOSED SAFETY FENCE 7 BUI�D-O'Urr OUR4NG ITE \% V WITH SIGNS RE "D }AN V WITH §IGWREADIN HE FINAL DING AN ER, r ui I F— \,N jl�N E UICK SAND, DO NOT Erm I E- poc" _ v- - - I M, ti v- S X W 521.00 IP BMW. ui EMERGENCY SP 2. DC CS4 u 07 CA) 20'(L), 15'(V. , F Z cy) '17 53 6Wx5'Lx2rD (-FYP.) P�LLWAY SHA v- • r0NE OUTFALL INTO 13A 1 �' 1 \ BE\,C 4STRUCTp-6 0 �PILLW S DC 7A- ui �Y �E INS uk; I/ ,— 560 1 \ 1 � ; � ` \ �, � 1 \ % \ON NAI UtICAL CRS - CONSTRUCTION"AD STABILIZATION-- rK APPLIEMOVER PA�KING'AREA 0 -SHAL CIA �N&E: TiMP�ov�k L� < VR 9 AND CONSTRUCTION WWANCE AREAS 1013 r'%Kl 52600 INA�WO& THAT NOT PAID. CONTRA�CTOR-- 506.00 w DD PAYEDI SHALL USE 2:i-A STONE - MtNtMUM bF�f TUBED DJ-313 SP TH, "T 1 532.50 I�STA�tj fk Lu P 521. cg� - - Lu CL I/ -PAW z ✓kN'B SALVAb b AND', CK THICKNESS=4!'ON ING AREA, AND 8" /ON U��VEb CONSTRUCTION ENTRA:14CE] LIT TS C) > j E 510 Z 2700 so '*�' I B IN v- ft \ \ CL .65/ ME BASS # AQ X ISE/Exts�11441 il4j PHJ�w I I Q M V- IC NibREfE/kkEq E 11 'PR �w.A' 7 lac. RA 6 #*532.80f F(S ITO L�- r- IYN =4PTAQ ET IN --,NOTE: v SAI��FE �v 1 791 SEDIMENT T BASI 7#2 WILL BE CONVEPAD TO A SWM TYPE III RETENTION BASIN IF CONS/TRUCTION 0 0 OUTLET R F�Ov- --Tc— • min -C- 6�(Wj,); 1�9' L'y, 2'( ox DD 00 z' MOVIE TH!ATAR AND PARKING LOTS ARE DELAYED. S 0 Lij C =1 ink THE FINAL " PLAN AND MS- �g CALCULATIONS u X WILL BE PROVIDED WITH THE HOLLYMEAD MOVIE PIPT S/OF� BANCE PS THEATER FINAL WPO SUBM • w < z C, IV DC W cl A�/ 2� \7 Cn Lu A E*ISTIp g 1/8. "P TBi U F- T�4- 0 E T C VE ��lHQ7W &25 1, \LOITS Lu OF D�TLIRBANCE EX� I Nylk-/444 V TS PU�: 4 2.06; 8- 1.68 ACRES LU E 41% r/0 )c low .40 I J 0 0-4 3 2: 66 Of x Li v- P�b E z PS N� Z, L3 ui v- C) / / / f f ; / ' i l / j l yi 3 \ _ rig — / % J ui 00 0 Lu 9. o0oF 533 . F— > j/% i / ,� ,/ �/� ; / �' l J I I / / 1 / �' / / ' �- ( f / �r�l films IM)NIM *40# D &too / I / / ! % / r r v- t uj X, a-Air IL 4; RADE W IN X v- No r� RM LIMITS 0 � ! NIE� z' -57 0)4 THE SITE IS CUR NTLY BEING 0 b OERFORME NbER WPO M-86 14 E tu E3 z X ROTECI Y -'v JOB NO. P(P40V�I 5 --- OTE. NTRAC, tT 0 VIDE SI SAS 6,0- HOY E SEEDI N-T-B 14M opp� RA TO B)= - % 102036 HE ICK - \ -- 0 S DI D EN PS TING: GER,Q on z' / S rE 1 =40' W WIRE tv 1� /FCETj)_, 171 40 ft SHEET NO. ch v ------- ?0 v V-1 /V- TP -1-1 v- - Z LEGEND LEGEND \ \ \ f \� / 53 LIMITS v- v- OF LAND DISTURBANCE SF SILT FENCE PER VESCH 3.05 v v- BW 527. v- 4 4 DIVERSION DIKE ` �j / % - i /i / / 6F S, DD \ `� � i �� BOUNDARY LINE DIVERSION DIKE PER VESCH 3.09 /V- , \ �\ x x SILT FENCE ST c R. COLLINS� 11 TREE PROTECTION SEDIMENT TRAP PER VESCH 3.16 13 0 v- TW 527 00 v- DIRECTION OF FLOW CE CONSTRUCTION ENTRANCE PER VESCH 3.02 No. 35791 IsTukl�ANGE� BW 646. L —653.75— PROPOSED CONTOUR 6�AdkE87-' � I I DRAINAGE DWDE TP TREE PROTECTION & PRESERVATION PER 7 1 .... - , "I- --- I I x - - VESCH 3.38 ONAL V �2' Ll*/J,� CULVERT INLET PROTECTION OUTLET PROTECTION PER VESCH 3.18 X IV_ I AL N WAW/ CULVERT INLET PROTECTION PER VESCH .(�r W� 54 L CHECK DAMS 3.08 �, �� �_ - , j, ,�' / i =GIGS RUO I/ v- INLET PROTECTION PER VESCH 3.07 v— V- SHEET 'S v- SOILS LINE �A /v ROCK CHECK DAMS PER VESCH 3.20 / / ^/ / /� ' \ v- DRAINAGE WA Y B/M SOIL STABILIZATION MATTING VESCH 3.36 dMrES OFv- ZV- / I / X , BOUNDARY LINE /v y v- c CONSTRUCTION ROAD STABILIZATION VESCH 3.03 v- OF DC R SF IL 5A RA /v/ -V2o' x IL T. - z NF X'/ tip ROCK CHECK DAM AND BARRIER TO PREVENT /THIS AIREA SHALL BE 'STABILIZED SEDIMENT FROM LEAVING SITE ,ter r�, AF.A Ar, BEFORE PHASE III E&P CAN OCCUR TW 5 .00 Ulm) r0ro A-III r�p L 4 41' WWI 4 40 040 IrkZ; L WN N .z • • rl�y � . ` ; �ii',1� �/� , JQ 4 � V4 MAI N m- rh NN AAWFAAR FAA • P114L fill ail - Ant 4 I FA I wl 4 WA 4W '-W' ft , 95�b Emil LV r &, Af 'V4 'W Nvp L I -7ffANA'MT-;'-0,'M —w—Aw ft-'j"plJ&w 4T M, �AN M71IM gg V.0 Eno bm "7 AL Q** 4 i j"' ffAVAFAF-JWVF5 hj6L Mw Balm 1w 46- WAR E 0 WNA IN. -1 ,iffy ,._ IN NJ W11 Table 15: Sediment Basin design (spec 3.14) Sediment Basin #1 Design design high Mier (ff) 499.00 495.91 IOP of dam (f0 501.00 530.1 top v*M of dam (fl) Mft I •" MLLMY 2: CRW OF OVINM SPLUVAY drainage area (acres) 494.0 7.11 RESIN HM WATER 64!x181' basin volumes: (using Z contour kftenals) upstream face slow. 21 .0--ft slow AV) I downstream face slope: elevation (t) contour area (st) volume (cy) baffleso YES 522.00 2545.0 0 505.7 effeclive width, We (10 524.00 3M.0 219.2 JIM CM, ... WV • room 11.0 526.00 4342.0 W4.9 collars: YES 528.00 5M.0 864.8 . . . . . . . . . . . . . . . . . . . slope of upstream face (ZI) 530.00 6542.0 1306.1 3.30% 18.95 632.00 7792.0 1836.3 �SypRAO[p Pour 2 dimery ion of colors 3.2)0.7 CX/ ACRE) wet storage: BASE PLATE 8,*8'x114' THICK GALV Y CORED DAM STEEL BASE PLA7F wet storage required (cy) (67*13A) 476.4 design high water (t) 529.40 dewatering orifice elevation (fi) 525.80 top of dam (t) 532.00 wet storage provided at this elevation (cy) (2) 32- X 3.2' GALV STEEL 476.4 top width of dam (ft) 10.0 available volume before cleanout (cy) (34*11A) 241.7 bottom of basin (it) 522.0 cleanout elevation (ft) 524.13 approx. bottom dimensions: 45X66' distance from cleanout to orifice (111) (> 11 1.67 upstream face slope: 2:1 downstream face slope: 3:01 dry storage: dry storage required (cy) (67*DA) 478.4 baffies: YES principle spillway crest 00 528.40 length of low, L (k) 93 dry storage pro4ded at this elevation (cy) 476.4 effective width, We (R) 105 diameter of devotering orifice (in) 9.0 L I We (bellies riot required If > 2) 0.89 diameter of flexible tubing (in) (orffioe+21 11.0 collars: YES runot depth of water at spillway crest (11) 6.40 C (use 0.45 for bare earth) 0.6 slope of upstream face (Z:1) 2:1 tc (min) 10 slope of barrel (Sb) 15.54% 1 2yr 4.1 Q 2yr 17.49 length of barrel in saturated zone (Ls) 101.49 125yr 6.0 Q 25yr 28.16 number collars required 2 dimension of collars TIW.1' principle spillway: available head (111t) 1.0 erttergency spillway: NO diameter dw (n) 36 required capacity (025•Qp) (cis) NIA spillway capacity, Op (cfs) 28.16 bottom width (R) NA diameter trash rack (in) 54 slope of exist channel (M) NIA barrel length (k) 57.91 rrdnknum length of exit dwdW (ft) NIA head on barrel through embankment (ft) 19.00 crest or spillway (a) WA diameter of barrel (in) 24 SEDIMENT BASIN SBA 6' TOPWX EXISTING GROUND 77TS - 10, 72" DIA. 21 * HIGH TOP OF DAM ELEV =532.0011 I 16 GA. GAL V. S7EEL 25 YR. STORM 1.0' MIN. AN77-VORTEX DEVICE EMBANKMENT HEIGHT 10' ELEV - 529.40 IV -- 11 TOP 1.0" MIN. 360 DIA. CMP RISER IE ELEV-=40' 1 ILI DRY VOLUME ELEV �-'HF 1' SCARIFIED KEY FOR 11 REQUIRED - 528.40' %' 9* DIA. DEWA 7ERING SOIL COHESION DEW INV OUT= 501.0' UPSTREAM TOE OF DAM EXISTING GROUND MIN. JO" COMPACTED V SOIL OR AGGREGATE OVER BOTTOM OF BASIN BASE PLATE CLAY CORED DAM ELEV. = 522.00 8x8'XI14- THICK GALV KEYED INTO THE NOTE. S7EEL BASE PLATE EXISTING GROUND FREEW4RD PROVWM -2.60' INV IN - 510.00' SEGMENT 1: 24" CMP, L=57.91'. S=15.54% (2) 7.1' X 7,1' GAL V STEEL AN71-SEEP COLLARS PROPOSf--�D RIF�RAP \t"ERG NCYt P LL AY 0-(L), 11 O(W), '(D) ELEV=490,00 SkbWAY H T E 0 TRUC T DON FI S WAY B STALLE NA U GROUND CA X OUTLET RIPRAP 6'(V1�W25 (l D MIN. \�x Table 15: Sediment Basin design (spec 3.14) jSE Q1k 4ENT BA$IN - SCAL 1'=30' 1 F '4E Beftnent Basin #2 Design MO►MSPLUM CrIm or rvwneu?r SPLUM irainage area (acres) 7.52 vmw "W" WATER mein volumes: (using 7 cordour Inkervels) -%;(25-Vt SMM ILIV) eleveffon (fl) contour area (ell Volume (cy) 494.00 MIA 0 496.00 8300.0 555.1 DAY • wow 498.00 10210.0 1241.8 ..... arm . ..... ... . 500.00 12177.0 2069.9 • ou • mama . . . . . . . . . . . . . . . . . . . . . . . . . . . . IFW.oq VP - - wet storage required (cy) (ffrm dowelleft orifice elevation 00 vat Storage provided at this aWallon (cy) avellable value before cleenout (cy) (3COA) clasnout elevation (10 distance from cleenout to orifice (fl) (> 19 dry storage required (cy) (erDA) principle spftw crest 00 dry storage provided at this elevation (cy) dismaler of dew slaring orifice (in) diameter of flexible tubing (in) (orifice+2") all& C (use 0.46 for bare earth) tc (min) I 2yr 3.6 1 215yr 5.3 DrIncift NOW: avellable head (111) dlatraler rim (in) spillway capacity. CIP (CIS) dwrisler trash rack (in) berrel leno (fl) :head on barrel through embankment (fl) darneftr of becrel (in) 503.8 design high Mier (ff) 499.00 495.91 IOP of dam (f0 501.00 530.1 top v*M of dam (fl) 10L0 255.7 bottom of basin (fQ 494.0 404.91 sWooL bottom dimensions- 64!x181' 1.00 upstream face slow. 21 18 downstream face slope: 3:1 503.8 baffleso YES 497.40 Wo of flan, L (ft) 75 505.7 effeclive width, We (10 200 9.0 L I We (baffles not required If > 2)1 0.38 11.0 1' SCARIFIED KEY FOR ;.49Z40' DIA. DEWA TERING collars: YES depth of water at spillway crest (fl) 3.40 0.7 slope of upstream face (ZI) 21 14 slope of barrel (Sb) 3.30% 18.95 length of barrel In saturated zone (LLA) 23.64 30.09 nurnber callers required 2 dimery ion of colors 3.2)0.7 1.6 Kwjmw faftw: YES 24 required capactly (C125-Qp) (cis) 11.7 19.00 bottom width (M 15 36 slope of exist dwyel (NM 20% eo rninimurn Wo d a* charnel (fQ 27 7.00 crag d so" (10 499.00 18 16 GA. GALV STEEL Sly Sty 4- A�MA, MU MD oN T T H E SLOP .STRIPS A4 R' P NS AY OPE. Pi R IG S ERE THERE k1A BD?M AT PIE TOP 94L B I-WM IrINC V. 2- FLO IN ...... ..... I 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW =- V 9,W17F, I.. 1 'I --�' 4 SF SILT FENCE (WITH WIRE SUPPORT) NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) R. COLLINS�%I.." � No. 35791 'b. 10 IL kk 10NAL SEDIMENT BASIN SB#2 61 Ta-ma EXISTING GROUND NTS U) Z a9W0f7VCWSPXL1%AyaEV 499100 BERM z - 10, 36" DIA. 1:3' HIGH OF THE OPT AND TOP OF DAM ELEV =501.00'1 z 16 GA. GALV STEEL 25 YR. STORM 1.0, MIN. z I'll AN77-VOR7EX DEVICE IV EMBANKMENT HEIGHT 8' !I.- ELEV. - 499.00 >0 i -11.1 R1 ER TOPE V -497.40' 1.0' MIN. 24" DIA. CUP RISER -j DRY VOLUME ELEV REQUIRED 1' SCARIFIED KEY FOR ;.49Z40' DIA. DEWA TERING SOIL COHESION DE INV OUT - 492.00' S7REAM TOE OF DAM UPELEV EXISTING GROUND = 4 -94. 00 1111in-�W=Q -- I-- = I �=l I I- P MIN. M" COMPACTED - - SOIL OR A GGREGA 7E OVER BOTTOM OF BASIN ELEV. = 494.00 BASE PLATE 8,*8'x114' THICK GALV Y CORED DAM STEEL BASE PLA7F KEYED INTO THE NOTE - EXISTING GROUND FAESSOARD PROWDO -1.60' INV IN = 494.00' SEGMENT 1: 18' RCP, L=60'. S=3.3X (2) 32- X 3.2' GALV STEEL ANA -SEEP COLLARS Sly Sty 4- A�MA, MU MD oN T T H E SLOP .STRIPS A4 R' P NS AY OPE. Pi R IG S ERE THERE k1A BD?M AT PIE TOP 94L B I-WM IrINC V. 2- FLO IN ...... ..... I 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW =- V 9,W17F, I.. 1 'I --�' 4 SF SILT FENCE (WITH WIRE SUPPORT) NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) R. COLLINS�%I.." � No. 35791 'b. 10 IL kk 10NAL Im IED. A ALL WIL STABILIZA770-N BLANKE MEA WEN T 1 Sat STAKIZAMN 94r/M 947SW S40ILL HE #iSTALLED AS NO SCALE REQUEM BY TW AUX394ME ♦OLNM EROSM CONIRM #4SPECTOR SEDIMENT BASIN BAFFLE DETAIL NO SCALE SHEETS OF 4x8'xj' unswR PLYWOOD OR EQUIVALENT r n r i -F-RISER CREST ELEVATION 11 -POSTS MIN. SIZE 4" SQUARE OR 5' ROUND. SET AT LEAST 3' INTO THE GROUND 2. STAPLE WIRE FENCING TO THE POSTS O aN L9 Z 5 00 :3 (A U) Z Z BERM z U OF THE OPT AND 0 z (n M z Z 'T >0 CC -j Im IED. A ALL WIL STABILIZA770-N BLANKE MEA WEN T 1 Sat STAKIZAMN 94r/M 947SW S40ILL HE #iSTALLED AS NO SCALE REQUEM BY TW AUX394ME ♦OLNM EROSM CONIRM #4SPECTOR SEDIMENT BASIN BAFFLE DETAIL NO SCALE SHEETS OF 4x8'xj' unswR PLYWOOD OR EQUIVALENT r n r i -F-RISER CREST ELEVATION 11 -POSTS MIN. SIZE 4" SQUARE OR 5' ROUND. SET AT LEAST 3' INTO THE GROUND 2. STAPLE WIRE FENCING TO THE POSTS O J. A TTA CH THE FIL TER FABRIC TO 4. BACKFILL AND COMPACT THE ry 0 a_- THE WIRE FENCE AND EXTEND EXCA VA TED SOIL. I TINTO THE TRENCH. 4 FLOW I t r EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. STONE 70' MIN. CONSTRUCTION ACCESS -\ J" SM-2A ASPHALT TOP COURSE EXISTING PA VEMEN T \-6" MIN. 21A AGGREGA TE BASE PROFILE STONE 70' MIN, CONSTRUCTION A SPHA L T PAVED ACCESS F-(Z) 11-WASHRACK 27. 27, EXISTING VEMEN 27. 12' MIN. POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE OPERA 77ON PLAN i mo 12' MIN. _m POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE FIL TER CLOTH -1 SECTION A-A A minimum water tap of 1 inch must be installed with a minimum I inch bollcock shutoff valve supplying a wash hose with diameter or 1.5 inches for adequate constant pressure. Wash water must be carried away from the entrance to an approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches or watercourses. PAVED WASH RACK NO SCALE N r- r 0 N Q W N U L.0 W ���,,,,,,...,,, L U C C C F- -C <0 L9 Ce 0 0 ce W z z < 0 W C ITi W h� � L U C U z U.j C W 2: C > > 0 Uj cn z (Z z zC z W 0 LL tttt� w � U) < 0 U Cie C Uj > J UNJ C I C < Uj C 11 0 o t5 C LU t-u LLJ C T JOB NO. 'C 102036 C SCALE T N/A C C SHEET NO. C Q 22 U P- aN L9 LIJ Z W U z N M z 'T >0 J. A TTA CH THE FIL TER FABRIC TO 4. BACKFILL AND COMPACT THE ry 0 a_- THE WIRE FENCE AND EXTEND EXCA VA TED SOIL. I TINTO THE TRENCH. 4 FLOW I t r EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. STONE 70' MIN. CONSTRUCTION ACCESS -\ J" SM-2A ASPHALT TOP COURSE EXISTING PA VEMEN T \-6" MIN. 21A AGGREGA TE BASE PROFILE STONE 70' MIN, CONSTRUCTION A SPHA L T PAVED ACCESS F-(Z) 11-WASHRACK 27. 27, EXISTING VEMEN 27. 12' MIN. POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE OPERA 77ON PLAN i mo 12' MIN. _m POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE FIL TER CLOTH -1 SECTION A-A A minimum water tap of 1 inch must be installed with a minimum I inch bollcock shutoff valve supplying a wash hose with diameter or 1.5 inches for adequate constant pressure. Wash water must be carried away from the entrance to an approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches or watercourses. PAVED WASH RACK NO SCALE N r- r 0 N Q W N U L.0 W ���,,,,,,...,,, L U C C C F- -C <0 L9 Ce 0 0 ce W z z < 0 W C ITi W h� � L U C U z U.j C W 2: C > > 0 Uj cn z (Z z zC z W 0 LL tttt� w � U) < 0 U Cie C Uj > J UNJ C I C < Uj C 11 0 o t5 C LU t-u LLJ C T JOB NO. 'C 102036 C SCALE T N/A C C SHEET NO. C Q 22 U P- Short Version BMP Computations For Worksheets 2 6 _ \ ` �� \ ` �/ ` \ \ -\ -' - \ , / -" ( \ \ i / Modified Simple Method �\ - / / T Albemarle County Water Protection Ordinance: mp Water Resources Area: Deveb _ nt Area _ _ -- ­---­---- \ % , i ` !� - / / Plan: Drain Area #5A & 5B __ -P \ �-------- ) \f - �/� \ f _ '� SCO R. COLLINS --z . ' ,Pre�arer,... _ -- - -FGM, PE,__ __-- .__.._-- __...__ -._ Date: 11_-Ck 10 ..__._ -.__ __. ___- . - - -_�� \ %�� ", /� /� / �� /�/ � /1J \�\ \ I -- /' ", i% --- / �U No. 35791 a / -- --'yam / / / _ -- -._- _ _ - �� / \-,� /' y \ / �/ � I��zs /v w4 Project Drainage Area Designation DA# 5A & sB C--- / /! - = - / �-' �\ /-� P ROPOSED RETENTION BASIN `- , ! �o ----` /--, ASS j ECG J 9 __ __ _ _ _ I \ �� ,/ j / / �' �_ �_ _ _ ..r. -_ -UNDER THE HOLLYMEAD TOWN �� 5 � / ,� �/�j � ome - P P Rv112 C(A)2.72 -- _.. -- - -.__ = / / 1 , L storm Numnt e)port in pounds, L = [ (1J3 ] [ I / ''� % ' ; CENTER APARTMENT PLANS. -i-7 /J / Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) ; / �' -- ; _ _ Pi small storm correction factor, 0.9 \ _ _ __..__ _�`� - _ r ' -11 _ - / I percent imperviousness -� i 1 P annual precipitation, 43 in Albemarle - -_ - - -_ _ _ \ / - \ - - \ ,/,) --,/ A project area in acres in subject drainage area, l_ A -- i ._..:.__ `g / 1 � \ -� �� -- / // - - , - - \ I C pollutant concentration. mg/ or ppm target phosphorus - / ,- \ \\ - f factor applied to RR \ %" / i --; i / -- �- .\ � %/ /� , - �, r I \ `� �'� ----- -,� -- V required treatment volume in cy, 0.5- over imperv. area = A(1)43560(0.5/12)/27 � /�.� i j' - /, / ✓ -- / I l/ { � \ \; \ / /i _ / - ,- / \ \ \ _ -_ J \ ` \ -- RR required removal , L(post) - f x L(Pre) \ ( � r - -; / % - - , / \ \` \ o-' �� -: -�� ' -' %RR removal efficiency , RR100/L(post) �\ _ _- / / - \ - 1 � �' :_/ i \ / \ ; / Sri � i � j / %' / �� � � / i ' / ,/ / � \ `' � � � a / �/ '- I , I � 1 J' I ions COVer Computation w_akies in fleet 8 scfuare feet _-------------------- - - -r-. _ -_ __- - - - - -_ __- \ � / 11 � i" / �. /. // / - % . \� / / - r - / / /', -_ _. -% l / ;' -- .../ ,- - 1 -1 I Item - -- -- - - -_ — — - -- -- - -- - - ---- ------ --- - Are_s subtotal _ i P ----- - -- - It 1 r - -- - - _ - 0 j � - i 1-- -_ _ __ -._ -- _ ___ __ _ C \ I P Proposed Sidevw 6 I . I 1, '! / / % l ice`' / /' / / �_ -->"' \ r ii ' l z --'-- // / / , \ �� f , - �!- /. \/x// \ // , \ � , l PROPERTY /� - / - ,-, -- , \/ = "� i. \\ \ / / - i -\� % / LINE (TYP.) / /. __ -- � / / � z in \ \\. -1 ­ \-\-1-:�-,, - I ", " / A,� xzz/ � I / �,,� I -�- , -- ­ " ", --�� — 1i / ,� LL \ -___,_ - -/ ! - / / " - / / / / r , / it // �' �� �\ / / / / - - / / \\ \ �� / - / 1 -- ce, \ I 11,� �-- ­­ -,--- .----- - -- ---- \ ", , 11-1 �', ,,:�, X , ­­ �/,/ -I' -` - ,_.,,- ,,- ,- / , � 0 � \ \\\ /) / ,---' t � -- ", �, "�/ / \ ` // . /� / / / � / / \ ' / '� 11 .- --- – -, --- ­.- \ �' / / �- -/ J- \ \\ j / / � 11, � x \ /// /� // / / / \ \ -�- \ �/ / , . '-� "I — \ I--, --- - � `'. ! 1 , , /' ' /` / / / /� �/ i � I --- --- ��i / / / //J / j �' // % / // f -11­ 1-1 - ` / ­,� /% / %/ � / /� I I I I I I',--- -- _ - �� � APPROVED RETENTION BASIN - -__ _ - _r -� -;i / = i J fr �/ --', \/ \ / l / � /. IN THE TOINNCENTER DRIVE PHASE � / 1 - � L / II STORMWATER MANAGEMENT PLANS. T � " I ,A, --- � \ � ---- -- ,:�- ,/ -/ / / .. 7 /` - ­;, / 'I- ­­----�-- -- -:� .---- --I-- , �,, " ,,,::�-,-��, �---�-­' --:7- -��,��--­­­ -,- ,- ­­- / / �/ // ', / � ��/ I--,' / /� , --,�---�?t --:�- \-- - - - - - ---I--- , -.--- -----,- I.----- " I-- ­:Z---_­� / / t ----- - I � I I .,--�-- - \ I I e KPH) \ `� - -- -- - - --� - // '// �f ' /� r i.RY �.._ �___ \ - -'' - - EXISTING SEDIMENT J�I/ :/' -� / / -� I :::p - I/ -- i a, [- 0.87 I -- W.0 \ --_ ! _ _;,- i 1RAP� l' � �'i /• / l / y / / IZ -- ._____. _ T- 4 W \ For nt Areas existing ir�ervious cover <� 20g6� _ - -- -- - - - - -- _ _. -_. \ \\ --._.- ���- - l / - / / ��' �' / 11 �� l 11 � I r / z / - _ ) cn New Development (, - -- Developrne --- - \ / - _ / /- // , / 1 / �/ -" '� - \ \ J _ C - M \ 1 C -T f 1 I (Pt'e " Rii e�_k -pre L� � a -_.RR _T g6 RR _Area T-- _ _ _ __ _ `� l - 1 - ; /�f�� ( 1 0�`�/ / / I l / j / / --1 / j Z - \ 0.23 __ 61.65 ; 45.40 �� 7490 Dev_elo__�xn_ent Area _- - -- � � � - � - � ' ` /-�� ' ~,/ / � � �i l �` /�� � % l I / � � A O � \ � `'° "r` � (,�..r 11 min. values I I , I \ V J- f.._. - \ .- - 1 / / � / \ 1 1 t / i -� j 1 Z �­ ­� �''.,. - ---,_ , ` 1 I S of Drai Areas Pre-De nt Drainage ac. Post-Development Drain ac. D.A. #5 8.95 1 .AD.A. #5A 4.79 D. #5B 4.16 \\ ­ ­ , I -11 n . .. I i � � � � i � � , - /--- ,---" ,-' -1 -�,-- ----�---- - ­ ­ - ­-­-:�>- I I -- -� ---- ­, x ­--, �J I // X / \ I / / --\ - J.\ � I Lu", � M z I I I ` --- / j LL � _ - -- ', J I 1I _ `� -- — -- - Z l / - �- \ �.= 8.95 ' I ,;' �t ' l ` = ' / / �_gj;, /���/ - :f- / - _ _,ice_ - j I ; l' `/ -I rn - - ---� \l , O 1 , , �.= 8.95 I I ` , ' I I ' ` ` I / / / / � / "/ // j //,- - I / ' �--�' `' a < _ - � / N � O . ..;.­., LL 1 1 1 1 // // / — / / ---- N Q W I ` r , ! 1 / i � / �j (� a 0- I - f ( I \ / f l i { \ \ i 1, i `� \ / / �- / -% / .' 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I \� 1 I 7� / OVEkLAND FIL BARE SOIL)= 2oq'� / / kk_ i � / / �o !�„� W o � f / / � � � // � / EXISTING SEDIMENT, �/ j 'i , %// '�/ 1 % / � � �/ t), �L�' . =9' (Tc= .8:5min.) ___ \��� / 'x W 4 - I / ` / I �/ �� / / / TRAP y / /may/ ,,.. �' \ \ \ J I I I // CHANNEL FLORE SO! _' w/ , , \ / I l / = Q `� _ -� �- / / ! f j I ., I i,� - � ) I I i / ��EL3 min �Nk `, 1 �-- Z - - - -- - _ - / / / /il // / / / /) ; % /� /i ( FINA�Tc = is min. // �''� � Q o rn � - -- - - -- - - - - -- / / / / / / / / / ' i -/ /'' I i I ' i f �� /' oaf' ' \ / � i I / c - i / / / / / / ( �LJ �, x / / / -,:�- , ---- --- , - - -, I 9 i o . . \ J 1, I / / 0 / / ,// - 1-­ /--- - I I I � ,Z� / /// f /1 , , I ! 1 1 ,/ ����-��- I ��-:�� ­ I / / . ., \\\\ ,--11 .. . n 0 (-D �3 - ­ - --I- , /" , I - /1 I I / � I :;�� -7 , " --��- ,,M-.---- ; / /I �//. / I \ < y V) / / I�A�, - I'll / ' _ - - - / - / , i - / , / t /' / // ,� j ,;/ /// %i / \ice -- �� ` �� ` \\ / r �� o / /', \ //� _ -- // �� K��, __ %. / , !/ / ' �/ \� \\ cn v / I � . 1-, z 3: - - � , . ��\ ■ems z ,- -- 1­ ­ I N9P I ,---' "., , /, /// 1/j I / .11, / 1:4 __ i i / -."V. \ : . // l _ ftftrft J0 ,� ---- ­-- , I z , --� � -, ZY) / - - // '1,411"w \\ I / - ­- ,,' - ­ z , - �, --- "--�, , / / �� , # ." 1, /), / U � -6:6 -------- , , , �Z-�--:�� / J � \ / / 5�0 / / / �' // / . �/ �/// / / /� .._ ---580 / ,,� / �. / / /� /// / // ��, / -- EXISTING i , - / / 'i�''� •.... , [-♦ w // // - / %// / / - i '. - / / // ' l / lIf -. "` . _ STO_CKPII �I ��i` / J / � / / o 11 / /yf -�� ''J'�/ /j / , / / - _ -/ / /� / - / / /� i / �_ / - _ ---- ­­ ..__ -- / / it ' ! O . _ , ! � (/ \` ` \\ / J ' // / �/ / / / / - J \ / / / / i / -- - - - _ - - .- - --- /- - ■ ( V / - / / / / /i � / / /// - _ _ - — --� " / W �,. ! // / / j A� i i \ � / / /// / - — - -- _�, MEETIN� ST s - - -- - . / - / , / !- - // / /� ! , `' .� l / , /j l /�; ___ - -- - - - BEET _ , - - - -- c - \ � ; , / /' - , / f -_ -_ -_ -. - _ _ - - (T CAE ovER ( - — _ � -C - _ - // , � , / i ___- �._. -;.-- � BE DI EAR )zoo 7-- / . % � � D LA'(�D FLOW E sa! w l \ / / / � / / � / � /� ' / \ ff > / i �, / //� 'I - _ 560- _ - - �_ - O D T ) �\ ELEV. =g' (Tc =8.5 in.) _ - rr tr�� rr 0, 11 1, _ _ g ` _ / V /i /� - -- _ - - -- - \ _. _ I j i / / / / ':� / % �� � �- _ _... _� NNEd�FLOW( ARE sort) 67 `\ / O ` �� � % / \ / / / / �- / / ---V -�/ / / �L�� -- __ - - _ - 1 \, \ A ELEV. =6i' (Tc =3 m n.) o '`-- C ; \ - -- --- W0 / /% ' / - j � � ' , �/ + / ` /// i / /y�,�a -- �' // i l�'( \` / /��' J `` J !� _ ` _ _ - `�` FIN; Tc = �1 min � ' \) ` I �j b {� \ / / I / �/ f ' �� " ; i -J - -?� - <_. } I O 111 \ 1-', � _� / / / \ / % / / / /� / /' ` / / \ �/ / / / ` \_Z��_ - -- / �- - ---� - ,' - 14� _ - / I � GEC Z > \\ \ , ! ' ". /" / / // / / j I j ) / \ // \ �_" �L /'=J�/ _ •- _ - -- - - -T - . _ �-- � 4 � -�_ --_ _ -_ \ , \ G. in -O 7 , - # �� ,I �, `�-- \ / - - - / / i/ / / � / I / / / / l I - - - - - _ -- -- \ 102036 - ! /' ' I f ' ` ' G A P I C l - - , --I -- -:__ \— - - --�_ t — \ __�_. �- ---- (n o `� - ( \ > SCALE - �, i- / - = - , ; ' ,,, , , / // / 1, I / 0 ,o ,- 1!Q ./ , sZO t -- \ • I f- �. - - I „_ , = 3 �r I ) I \ate / / ' / �/ //i I / / / - /, I / \ ", -� \ 1 --SO -\\I-" \ - -' - �� %; I , //, / ; - -- -:Z:7 �:� I I I l ) J , — ---- C, \� - %/ / / / /' - �- _ � L., I 1 \ { / �` 5 �- _ SHEEP NO. a a CL ,-,--// j �/ / / / t_IN -FEET) �. \ 1 � . � - - - - -- - _ / ( / I1 . \ 3 W \ \ / / l 1/) i / i inch 50 eft. ' y \ \ \ / '' / 2 a >, I \ 1. V I \ \\- 11 ///7. , / / \ � \ --, "-, - � 0 S of Drai Areas Pre-De nt Drainage ac. Post-Development Drain ac. D.A. #5 8.95 1 .AD.A. #5A 4.79 D. #5B 4.16 \\ ­ ­ , I -11 n . .. 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W y w LJ i �► -- \ I , iI I / /� 1 -__t -_ , ( v ,,,� .0 z ! ) � , \­ / I ) � � � \ f / l I I I / -• T' '� �-) LLJ / I / ..,; , � ri`G�` � � i � / �'' I I / i� � � ) / G / � � � ,Z ,--- — -- � -) __`- �„� ,�{ , ° 0 1��-- 11'� l I I f / / /, / > ,, ,� \ I I \ r~ - ,4 -1 / _ - �` / I I l i l i I / , �� / / J -� 1 / / f _ / . ) i �- ��_ 5 / - = Z V - ! � 11 I � �� y_ -,� .�-- / / / 1 / , I f � ) , 1 I 1i v y ( �/ � / �� �' I D.A =`--� / I / e r — `" --- ---_ w C'n CL C a- 0 I \ I \ / 1 / I . / �/ , \ , I 1 � / I j \ I .1 (BARE SOIL 1 I -� I'\, --- F-4 z s � \ ` _ - / / / / / / / / / / f/ / , f �) / / ' `J , I 1 � , J - 1 \ '\ �-� T?STAL ".= 8.95ac. - - -- ---- -- �- -'� \ % % � \ / -% 0 U J (1J V' V \ / / / / // //j / �I ,1: �� i i II 'I/ j\' 1 / / � NTc =ii min! , -- / l _ '-/ �. '\ ") ', / o x \ /" _ -- '� ►-a �. ID x 11 I _. / / �� i 1 //' I � 1 " � i / I / i / ,', �� \� MM % - - -` / // / /� /// / I i Y r �// \ '• ' �/ i, ' // (' � 1 ! I \� 1 I 7� / OVEkLAND FIL BARE SOIL)= 2oq'� / / kk_ i � / / �o !�„� W o � f / / � � � // � / EXISTING SEDIMENT, �/ j 'i , %// '�/ 1 % / � � �/ t), �L�' . =9' (Tc= .8:5min.) ___ \��� / 'x W 4 - I / ` / I �/ �� / / / TRAP y / /may/ ,,.. �' \ \ \ J I I I // CHANNEL FLORE SO! _' w/ , , \ / I l / = Q `� _ -� �- / / ! f j I ., I i,� - � ) I I i / ��EL3 min �Nk `, 1 �-- Z - - - -- - _ - / / / /il // / / / /) ; % /� /i ( FINA�Tc = is min. // �''� � Q o rn � - -- - - -- - - - - -- / / / / / / / / / ' i -/ /'' I i I ' i f �� /' oaf' ' \ / � i I / c - i / / / / / / ( �LJ �, x / / / -,:�- , ---- --- , - - -, I 9 i o . . \ J 1, I / / 0 / / ,// - 1-­ /--- - I I I � ,Z� / /// f /1 , , I ! 1 1 ,/ ����-��- I ��-:�� ­ I / / . ., \\\\ ,--11 .. . n 0 (-D �3 - ­ - --I- , /" , I - /1 I I / � I :;�� -7 , " --��- ,,M-.---- ; / /I �//. / I \ < y V) / / I�A�, - I'll / ' _ - - - / - / , i - / , / t /' / // ,� j ,;/ /// %i / \ice -- �� ` �� ` \\ / r �� o / /', \ //� _ -- // �� K��, __ %. / , !/ / ' �/ \� \\ cn v / I � . 1-, z 3: - - � , . ��\ ■ems z ,- -- 1­ ­ I N9P I ,---' "., , /, /// 1/j I / .11, / 1:4 __ i i / -."V. \ : . // l _ ftftrft J0 ,� ---- ­-- , I z , --� � -, ZY) / - - // '1,411"w \\ I / - ­- ,,' - ­ z , - �, --- "--�, , / / �� , # ." 1, /), / U � -6:6 -------- , , , �Z-�--:�� / J � \ / / 5�0 / / / �' // / . �/ �/// / / /� .._ ---580 / ,,� / �. / / /� /// / // ��, / -- EXISTING i , - / / 'i�''� •.... , [-♦ w // // - / %// / / - i '. - / / // ' l / lIf -. "` . _ STO_CKPII �I ��i` / J / � / / o 11 / /yf -�� ''J'�/ /j / , / / - _ -/ / /� / - / / /� i / �_ / - _ ---- ­­ ..__ -- / / it ' ! O . _ , ! � (/ \` ` \\ / J ' // / �/ / / / / - J \ / / / / i / -- - - - _ - - .- - --- /- - ■ ( V / - / / / / /i � / / /// - _ _ - — --� " / W �,. ! // / / j A� i i \ � / / /// / - — - -- _�, MEETIN� ST s - - -- - . / - / , / !- - // / /� ! , `' .� l / , /j l /�; ___ - -- - - - BEET _ , - - - -- c - \ � ; , / /' - , / f -_ -_ -_ -. - _ _ - - (T CAE ovER ( - — _ � -C - _ - // , � , / i ___- �._. -;.-- � BE DI EAR )zoo 7-- / . % � � D LA'(�D FLOW E sa! w l \ / / / � / / � / � /� ' / \ ff > / i �, / //� 'I - _ 560- _ - - �_ - O D T ) �\ ELEV. =g' (Tc =8.5 in.) _ - rr tr�� rr 0, 11 1, _ _ g ` _ / V /i /� - -- _ - - -- - \ _. _ I j i / / / / ':� / % �� � �- _ _... _� NNEd�FLOW( ARE sort) 67 `\ / O ` �� � % / \ / / / / �- / / ---V -�/ / / �L�� -- __ - - _ - 1 \, \ A ELEV. =6i' (Tc =3 m n.) o '`-- C ; \ - -- --- W0 / /% ' / - j � � ' , �/ + / ` /// i / /y�,�a -- �' // i l�'( \` / /��' J `` J !� _ ` _ _ - `�` FIN; Tc = �1 min � ' \) ` I �j b {� \ / / I / �/ f ' �� " ; i -J - -?� - <_. } I O 111 \ 1-', � _� / / / \ / % / / / /� / /' ` / / \ �/ / / / ` \_Z��_ - -- / �- - ---� - ,' - 14� _ - / I � GEC Z > \\ \ , ! ' ". /" / / // / / j I j ) / \ // \ �_" �L /'=J�/ _ •- _ - -- - - -T - . _ �-- � 4 � -�_ --_ _ -_ \ , \ G. in -O 7 , - # �� ,I �, `�-- \ / - - - / / i/ / / � / I / / / / l I - - - - - _ -- -- \ 102036 - ! /' ' I f ' ` ' G A P I C l - - , --I -- -:__ \— - - --�_ t — \ __�_. �- ---- (n o `� - ( \ > SCALE - �, i- / - = - , ; ' ,,, , , / // / 1, I / 0 ,o ,- 1!Q ./ , sZO t -- \ • I f- �. - - I „_ , = 3 �r I ) I \ate / / ' / �/ //i I / / / - /, I / \ ", -� \ 1 --SO -\\I-" \ - -' - �� %; I , //, / ; - -- -:Z:7 �:� I I I l ) J , — ---- C, \� - %/ / / / /' - �- _ � L., I 1 \ { / �` 5 �- _ SHEEP NO. a a CL ,-,--// j �/ / / / t_IN -FEET) �. \ 1 � . � - - - - -- - _ / ( / I1 . \ 3 W \ \ / / l 1/) i / i inch 50 eft. ' y \ \ \ / '' / 2 a >, I \ 1. V I \ \\- 11 ///7. , / / \ � \ --, "-, - � 0 \\ ­ ­ , I -11 n . .. 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W y w LJ i �► -- \ I , iI I / /� 1 -__t -_ , ( v ,,,� .0 z ! ) � , \­ / I ) � � � \ f / l I I I / -• T' '� �-) LLJ / I / ..,; , � ri`G�` � � i � / �'' I I / i� � � ) / G / � � � ,Z ,--- — -- � -) __`- �„� ,�{ , ° 0 1��-- 11'� l I I f / / /, / > ,, ,� \ I I \ r~ - ,4 -1 / _ - �` / I I l i l i I / , �� / / J -� 1 / / f _ / . ) i �- ��_ 5 / - = Z V - ! � 11 I � �� y_ -,� .�-- / / / 1 / , I f � ) , 1 I 1i v y ( �/ � / �� �' I D.A =`--� / I / e r — `" --- ---_ w C'n CL C a- 0 I \ I \ / 1 / I . / �/ , \ , I 1 � / I j \ I .1 (BARE SOIL 1 I -� I'\, --- F-4 z s � \ ` _ - / / / / / / / / / / f/ / , f �) / / ' `J , I 1 � , J - 1 \ '\ �-� T?STAL ".= 8.95ac. - - -- ---- -- �- -'� \ % % � \ / -% 0 U J (1J V' V \ / / / / // //j / �I ,1: �� i i II 'I/ j\' 1 / / � NTc =ii min! , -- / l _ '-/ �. '\ ") ', / o x \ /" _ -- '� ►-a �. ID x 11 I _. / / �� i 1 //' I � 1 " � i / I / i / ,', �� \� MM % - - -` / // / /� /// / I i Y r �// \ '• ' �/ i, ' // (' � 1 ! I \� 1 I 7� / OVEkLAND FIL BARE SOIL)= 2oq'� / / kk_ i � / / �o !�„� W o � f / / � � � // � / EXISTING SEDIMENT, �/ j 'i , %// '�/ 1 % / � � �/ t), �L�' . =9' (Tc= .8:5min.) ___ \��� / 'x W 4 - I / ` / I �/ �� / / / TRAP y / /may/ ,,.. �' \ \ \ J I I I // CHANNEL FLORE SO! _' w/ , , \ / I l / = Q `� _ -� �- / / ! f j I ., I i,� - � ) I I i / ��EL3 min �Nk `, 1 �-- Z - - - -- - _ - / / / /il // / / / /) ; % /� /i ( FINA�Tc = is min. // �''� � Q o rn � - -- - - -- - - - - -- / / / / / / / / / ' i -/ /'' I i I ' i f �� /' oaf' ' \ / � i I / c - i / / / / / / ( �LJ �, x / / / -,:�- , ---- --- , - - -, I 9 i o . . \ J 1, I / / 0 / / ,// - 1-­ /--- - I I I � ,Z� / /// f /1 , , I ! 1 1 ,/ ����-��- I ��-:�� ­ I / / . ., \\\\ ,--11 .. . n 0 (-D �3 - ­ - --I- , /" , I - /1 I I / � I :;�� -7 , " --��- ,,M-.---- ; / /I �//. / I \ < y V) / / I�A�, - I'll / ' _ - - - / - / , i - / , / t /' / // ,� j ,;/ /// %i / \ice -- �� ` �� ` \\ / r �� o / /', \ //� _ -- // �� K��, __ %. / , !/ / ' �/ \� \\ cn v / I � . 1-, z 3: - - � , . ��\ ■ems z ,- -- 1­ ­ I N9P I ,---' "., , /, /// 1/j I / .11, / 1:4 __ i i / -."V. \ : . // l _ ftftrft J0 ,� ---- ­-- , I z , --� � -, ZY) / - - // '1,411"w \\ I / - ­- ,,' - ­ z , - �, --- "--�, , / / �� , # ." 1, /), / U � -6:6 -------- , , , �Z-�--:�� / J � \ / / 5�0 / / / �' // / . �/ �/// / / /� .._ ---580 / ,,� / �. / / /� /// / // ��, / -- EXISTING i , - / / 'i�''� •.... , [-♦ w // // - / %// / / - i '. - / / // ' l / lIf -. "` . _ STO_CKPII �I ��i` / J / � / / o 11 / /yf -�� ''J'�/ /j / , / / - _ -/ / /� / - / / /� i / �_ / - _ ---- ­­ ..__ -- / / it ' ! O . _ , ! � (/ \` ` \\ / J ' // / �/ / / / / - J \ / / / / i / -- - - - _ - - .- - --- /- - ■ ( V / - / / / / /i � / / /// - _ _ - — --� " / W �,. ! // / / j A� i i \ � / / /// / - — - -- _�, MEETIN� ST s - - -- - . / - / , / !- - // / /� ! , `' .� l / , /j l /�; ___ - -- - - - BEET _ , - - - -- c - \ � ; , / /' - , / f -_ -_ -_ -. - _ _ - - (T CAE ovER ( - — _ � -C - _ - // , � , / i ___- �._. -;.-- � BE DI EAR )zoo 7-- / . % � � D LA'(�D FLOW E sa! w l \ / / / � / / � / � /� ' / \ ff > / i �, / //� 'I - _ 560- _ - - �_ - O D T ) �\ ELEV. =g' (Tc =8.5 in.) _ - rr tr�� rr 0, 11 1, _ _ g ` _ / V /i /� - -- _ - - -- - \ _. _ I j i / / / / ':� / % �� � �- _ _... _� NNEd�FLOW( ARE sort) 67 `\ / O ` �� � % / \ / / / / �- / / ---V -�/ / / �L�� -- __ - - _ - 1 \, \ A ELEV. =6i' (Tc =3 m n.) o '`-- C ; \ - -- --- W0 / /% ' / - j � � ' , �/ + / ` /// i / /y�,�a -- �' // i l�'( \` / /��' J `` J !� _ ` _ _ - `�` FIN; Tc = �1 min � ' \) ` I �j b {� \ / / I / �/ f ' �� " ; i -J - -?� - <_. } I O 111 \ 1-', � _� / / / \ / % / / / /� / /' ` / / \ �/ / / / ` \_Z��_ - -- / �- - ---� - ,' - 14� _ - / I � GEC Z > \\ \ , ! ' ". /" / / // / / j I j ) / \ // \ �_" �L /'=J�/ _ •- _ - -- - - -T - . _ �-- � 4 � -�_ --_ _ -_ \ , \ G. in -O 7 , - # �� ,I �, `�-- \ / - - - / / i/ / / � / I / / / / l I - - - - - _ -- -- \ 102036 - ! /' ' I f ' ` ' G A P I C l - - , --I -- -:__ \— - - --�_ t — \ __�_. �- ---- (n o `� - ( \ > SCALE - �, i- / - = - , ; ' ,,, , , / // / 1, I / 0 ,o ,- 1!Q ./ , sZO t -- \ • I f- �. - - I „_ , = 3 �r I ) I \ate / / ' / �/ //i I / / / - /, I / \ ", -� \ 1 --SO -\\I-" \ - -' - �� %; I , //, / ; - -- -:Z:7 �:� I I I l ) J , — ---- C, \� - %/ / / / /' - �- _ � L., I 1 \ { / �` 5 �- _ SHEEP NO. a a CL ,-,--// j �/ / / / t_IN -FEET) �. \ 1 � . � - - - - -- - _ / ( / I1 . \ 3 W \ \ / / l 1/) i / i inch 50 eft. ' y \ \ \ / '' / 2 a >, I \ 1. V I \ \\- 11 ///7. , / / \ � \ --, "-, - � 0 STORMWATER DETENTION PLAN (2 YEAR) Project Area: 5.5 ac. (Properly Limits) Area Detained: 8.95 ac. (Deber>lion Provided by Underground Detention System & Bioretention Basin', Percent Captured: 163% (should be between 80% and 120 %) Surrrnary of Post -Dev. D.A. #5A I d � a b ^ 120,300 sf Proposed Buildings u- ,Proposed Sidewalk 14,200 sf OQ O Or; OO OQ w� .� o D LL LL a w� Lh �0^ a a a 0- a Remarks a LL Drainage Area #5 8.95 27.13 - - - Pre - Development > Post-Development (Routed through 2 SWM Facilities) Drainage Area #5A - - 4.79 - 25.18 Drainage Area #513 - - 4.16 - Surrrnary of Post -Dev. D.A. #5A I nvervious Areas Proposed Roads & Parldng 120,300 sf Proposed Buildings 52 100 sf ,Proposed Sidewalk 14,200 sf NOTE: // -�ioo OF E SIT ' OFF I T W Lf f �/ / / p S1kh4LITY A ETENT THE THE MAXI M ONAB E N -SSIB Total = 186,600 sf �� - i 1 \c I I \ /; ' SC R. COLLINSz I O Summary of D.A. #561 rvious Areas Proposed Roads & Parldng 60, 100 sf Pro Buildings 45 000 sf Proposed Sidewalk 9,375 sf U No. 35791 ,a PROPOSED RETENTION BASIN i ��- -r �- /� sI E� //' ONAL -UNDER THE HOLLYMEAD TOWN /� j ✓ / - �/ Total = 114,475 sf j / �,� ! i j A _- -_ _- - - = CENTER APARTMENT PLANS. STORMWATER DETENTION PLAN (10 YEAR) � Project Area: 5.5 ac. (Parcel Limits) Area Detained: 8.95 ac. r , Percent Captured: 163% (should be between 80% and 120 %) \ \� -- -� / / �� __ �� �' / / / 0 \ !� ice-_ / , PROPERTY/ Ce 6-4 LU 19 General construction notes for Stormwater Management plans J% 9 . All dams and constructed fill to be within 95% of maximum dry \ `\ \ � � _ r / � �/ ' 1 density and 296 of Optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater ment facilities. \ \ -�. --- -- - -- - manage \ \ - :> // / / / / / APPROVE or basins which are to be � � - _ -' _ - , � / / / / � � ... D RETENTION BASIN 3. For temporary sediment traps '� _ _ _ /', ' - / / j /!�/ management facilities; \\� ' i 1N THE TOWNCENTER DRIVE PHASE o �- _ % / converted to permanent stormwater _---' __�- / / /% �-�� / . II STORMWATER MANAGEMENT PLANS. � � ,\ •` =. - Jam, / _ . � conversion is not to take lace until the site is stabilized and - - _ / permission has been obtained from the County erosion control inspector. -j j • OVERALL STORMWATER MANAGEMENT ANALYSIS \ �� \ -''.- �'� / -,%_Z r/ l I ' • / Acres is bein detained b under round detention and treated by the 1 \ \ l i , ' / / ` I 1► AREA A 3.50 g Y 9 \ _ - Bio- filter at the rear of the site. The bio- filter is providing 6,5% removal for the site. \ , � '� \ � %� ___ AREA B - 2.3o Acres is detained by underground detention and treated by the 1 ` ` \ _ ,- - vim. . \ \ % J r M ..4 Bio - filter at the rear of the site. The bio - filter is providing 65% removal for the site. % = AREA C - 2.8o Acres is being detained by the underground detention system and f I �, /� \ � - - ! \/� l i �- O 1� r '"'" � aN h Bio - filter at the rear of the site and Filterra units within the parking lot. - ; °°� ! /I --�� -- -- - ii treated byte I ' _ �° / / \ as Z �' I � cV W Units are treating the SWM at % removal and the Bio - filter which is in r'" m 1 The Filterra U g 74 d- series with the Filterra units is treating another 32.59 of the run -off from this x drainage area. / / ° p j0 1� `' Z AREA D - 0.35 Acres is being detained and treated by an offsite SWM detention pond at 65% removal rate. <_ O rn oAC + 2.3oAC + o.35AC = 6.15 AC is being treated a5 ` - 3.5 bi td t 6% ` 1 / `" i - N 0(3 2.8oAC is being treated at so6.5% removal i 1 ; / 3 W Overall: 2.8o AC (so6.5%) + 6.15 AC (65%) J 8.95 AC = 789 treated. LJ J ,// 1' 1 , l / -- f� /r�' -- ^� ' \\ `� i ` 1� _ ! I I� ! / � l � l / � \ � N •/ w / w -C O LLJ 0-6 J l / / OgET NTT" A4IN FOR I / r i t / \ -t \ j �� - z ` c Ef T SIE �j RD Al T / ` ,- I 1 r �- - _ - - w Li o c LJLJ / 1 -` �l i i �j \� ' J ! / / �� ., �� l l I J ( I '� - I \✓ ___ -_.- ._.--- - L p L C-' 3 IL IN O oa O P Q'P SED 1V R AB j I ' / ° ( / ; T R OU % LU c '' Il ESMT. r �' / \ .264 UJI iv L / � V n... AREA TREATED VIA Cl /�D A SS ° l PER THE TOWNCENTER DRIVE- PHASE I■� Ll BIORETENTIONALJLW TE XC t J II ST ORMWATER MANAGEMENT PLANS, Z (65% REMOVAL SLOPE. = EFFICIENCY) THIS PORTION OF THE PARCEL SHALL -- _ % i �_� J✓ ,/ / / /!/ / / f // / \�/ - 4 6 ' SH RV A io' • ''i DRAIN TO THE APPROVED RETENTION W X _ RA OA / BASIN ESS -�- 8 OFFSITE do TO THE FORTH. -_. Tye/ ly.o LU z C LJ AREA TREATED FILTERRA INLETS //n 1 • - w I \~18+�s6 C� [)FTAII +' , r- o (74% REMOVAL EFFICIENCY) AREA TREATED VIA BIORETENTION (65% REMOVAL EFFICIENCY) 1 r � / L / CN= 94.1 a TOTAL D.A. -4 ac. 0 Tc= 6 mi N o DRAINAGE DIVIDE FLOWING TO PROPOSED BIORETENTION / ' _ - _ _ - - - M N 5 ET ` -- BASIN (T•Yp.) - -- _ (O Dq CATE) LU 30B NO. / 1 _ _ PER THE APPROVED PLA NS, 102036 G AP IC SC, MEETING STREET do KHOL's o 80 u ! -' �� DRAINAGE SHALL BE HANDLED _ > SCALE ° / 1 OFFSITE FROM THIS DEVELOPMENT. \ - _� \ DRAINAGE DIVIDE FLOWING �~ _ _ i AS SHOWN \ - , TO CONTECH s CMP N UNDERGROUND \ g �_ - \ I I DETENTION SYSTEM (TYP.) 1/ SHEET NO. a 3 .. 1 incif �_ 50 ft. ` \ \ \ \ \ 1 , `� / r , 24 ' I wQ w w� a X. a 0- a. OQ O Or; OO OQ w� .� o ,0 wQ 0iv w 1Q os ow a w� Lh �0^ s a c~n� a o 2� Remarks a LL Drainage Area #5 8.95 49.37 - - - Pre- Devebpment> Post (Routed through 2 SWM Facilities) Drainage Area #5A - - 4.79 - 39.01 Drainage Area #56 - - 4.16 - 0 \ !� ice-_ / , PROPERTY/ Ce 6-4 LU 19 General construction notes for Stormwater Management plans J% 9 . All dams and constructed fill to be within 95% of maximum dry \ `\ \ � � _ r / � �/ ' 1 density and 296 of Optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater ment facilities. \ \ -�. --- -- - -- - manage \ \ - :> // / / / / / APPROVE or basins which are to be � � - _ -' _ - , � / / / / � � ... D RETENTION BASIN 3. For temporary sediment traps '� _ _ _ /', ' - / / j /!�/ management facilities; \\� ' i 1N THE TOWNCENTER DRIVE PHASE o �- _ % / converted to permanent stormwater _---' __�- / / /% �-�� / . II STORMWATER MANAGEMENT PLANS. � � ,\ •` =. - Jam, / _ . � conversion is not to take lace until the site is stabilized and - - _ / permission has been obtained from the County erosion control inspector. -j j • OVERALL STORMWATER MANAGEMENT ANALYSIS \ �� \ -''.- �'� / -,%_Z r/ l I ' • / Acres is bein detained b under round detention and treated by the 1 \ \ l i , ' / / ` I 1► AREA A 3.50 g Y 9 \ _ - Bio- filter at the rear of the site. The bio- filter is providing 6,5% removal for the site. \ , � '� \ � %� ___ AREA B - 2.3o Acres is detained by underground detention and treated by the 1 ` ` \ _ ,- - vim. . \ \ % J r M ..4 Bio - filter at the rear of the site. The bio - filter is providing 65% removal for the site. % = AREA C - 2.8o Acres is being detained by the underground detention system and f I �, /� \ � - - ! \/� l i �- O 1� r '"'" � aN h Bio - filter at the rear of the site and Filterra units within the parking lot. - ; °°� ! /I --�� -- -- - ii treated byte I ' _ �° / / \ as Z �' I � cV W Units are treating the SWM at % removal and the Bio - filter which is in r'" m 1 The Filterra U g 74 d- series with the Filterra units is treating another 32.59 of the run -off from this x drainage area. / / ° p j0 1� `' Z AREA D - 0.35 Acres is being detained and treated by an offsite SWM detention pond at 65% removal rate. <_ O rn oAC + 2.3oAC + o.35AC = 6.15 AC is being treated a5 ` - 3.5 bi td t 6% ` 1 / `" i - N 0(3 2.8oAC is being treated at so6.5% removal i 1 ; / 3 W Overall: 2.8o AC (so6.5%) + 6.15 AC (65%) J 8.95 AC = 789 treated. LJ J ,// 1' 1 , l / -- f� /r�' -- ^� ' \\ `� i ` 1� _ ! I I� ! / � l � l / � \ � N •/ w / w -C O LLJ 0-6 J l / / OgET NTT" A4IN FOR I / r i t / \ -t \ j �� - z ` c Ef T SIE �j RD Al T / ` ,- I 1 r �- - _ - - w Li o c LJLJ / 1 -` �l i i �j \� ' J ! / / �� ., �� l l I J ( I '� - I \✓ ___ -_.- ._.--- - L p L C-' 3 IL IN O oa O P Q'P SED 1V R AB j I ' / ° ( / ; T R OU % LU c '' Il ESMT. r �' / \ .264 UJI iv L / � V n... AREA TREATED VIA Cl /�D A SS ° l PER THE TOWNCENTER DRIVE- PHASE I■� Ll BIORETENTIONALJLW TE XC t J II ST ORMWATER MANAGEMENT PLANS, Z (65% REMOVAL SLOPE. = EFFICIENCY) THIS PORTION OF THE PARCEL SHALL -- _ % i �_� J✓ ,/ / / /!/ / / f // / \�/ - 4 6 ' SH RV A io' • ''i DRAIN TO THE APPROVED RETENTION W X _ RA OA / BASIN ESS -�- 8 OFFSITE do TO THE FORTH. -_. Tye/ ly.o LU z C LJ AREA TREATED FILTERRA INLETS //n 1 • - w I \~18+�s6 C� [)FTAII +' , r- o (74% REMOVAL EFFICIENCY) AREA TREATED VIA BIORETENTION (65% REMOVAL EFFICIENCY) 1 r � / L / CN= 94.1 a TOTAL D.A. -4 ac. 0 Tc= 6 mi N o DRAINAGE DIVIDE FLOWING TO PROPOSED BIORETENTION / ' _ - _ _ - - - M N 5 ET ` -- BASIN (T•Yp.) - -- _ (O Dq CATE) LU 30B NO. / 1 _ _ PER THE APPROVED PLA NS, 102036 G AP IC SC, MEETING STREET do KHOL's o 80 u ! -' �� DRAINAGE SHALL BE HANDLED _ > SCALE ° / 1 OFFSITE FROM THIS DEVELOPMENT. \ - _� \ DRAINAGE DIVIDE FLOWING �~ _ _ i AS SHOWN \ - , TO CONTECH s CMP N UNDERGROUND \ g �_ - \ I I DETENTION SYSTEM (TYP.) 1/ SHEET NO. a 3 .. 1 incif �_ 50 ft. ` \ \ \ \ \ 1 , `� / r , 24 ' I I IKInFRr.Rnt JNn DETENTION SYSTEM PLAN VIEW • • •'o • ,' U1 03 CCE 't:b RISE OR A NS ION • IVA % • •• r • r •• r I I i � �\ 'il�y� � r r•• B B • EXTEM AGLES TO EDGE OF BLLXHFAD REINFORCING ANGLE TO BE DESIGNED AT FINAL DRAWINGS R03ER(rm.)_, SEE DETAL l r EI�YAiISR! � TYPICAL RISER DETAIL SCALE: WT.S. 12 GA.81M DUUO+EAD i Q LL CONTECH UNDERGROUND DETENTION SYSTEM NTS 0120' STEEL WEIR PLATE (A4) 4Yr TRASH RACK, '•� NV-- 627.00 096' BOER (A3) RINV -- W800 eltx(r'INV= 5'1).00 � 02A• STW P4 CONNECT NG WOW CLASS 01 RCN INV* WIN 012C' WV- 327,00 015D• STEEL WAKHEAD(A1) INV= 527.90 2 8- 6.4r BILL OF MATERIALS W-e• QTY NOTES CORRUGATION mw snm (B2), comEmimu LENGTH . ALL RISER Arm WW OIMIE 45MB ARE TO CtT WAUNE A TOOK MAN lu RGP uP3TREAM 190 6X1 U AL12 SWILL tRIE,INV -94eW 76' 0- • ALL ELEVAT Oft. DpIEKSIO ,1WOLOCATKMOF 1 OX" 8'TU13 NW 5•76L aK1 R1 9M AND INLETS. SHALL BE VERIFIED BY THE Iff-T 101.0- C M WEER OF RECORD PRIOR TO IEgEkSM POR 170 038' RISER (•1) r-- _ 1r•r 12 ALTS FABRICATION, 30'-0' RIM• SM23 0%2o* INV.-527-37 9 • ALL HTIINOBANDREIWORCS&OWCOMPLYWI H 0120' STEEL WEIR PLATE (A4) 4Yr TRASH RACK, '•� NV-- 627.00 096' BOER (A3) RINV -- W800 eltx(r'INV= 5'1).00 � 02A• STW P4 CONNECT NG WOW CLASS 01 RCN INV* WIN 012C' WV- 327,00 015D• STEEL WAKHEAD(A1) INV= 527.90 2 8- 6.4r BILL OF MATERIALS PIECE QTY 0 CORRUGATION GAUGE FINISH LENGTH TOTAL A 1 190 6X1 U AL12 26' 7 76' 0- a 1 120 aK1 12 AL12 Iff-T 101.0- C 2 170 SKI 12 ALTS 1941' 30'-0' D 9 12D IDt1 12 AL72 17-T 31W E 8 120 twl 12 Tw 16.W 0r4' TOTAL MANUrACTURED L ENCM I 202-0' E olzrsysmm INV."¢7.19 C E 0,2�:3YSrr�1 ............ .. E W56• RISER (A* F4M- 534001. en 0120' MV- 627.00 W-7 ASSEMBLY VOLUME: 13,1102.0 LOADING: H2OIMS U_ NDERGROUND DETENTION SYSTEM (ROUTED) OUTEALLS INTO BIORETENTION BASIN ALSO ROUTED) NOTE. • THE UNDERGROUND DETENTION SYSTEM WAS ROUTED AND THEREFORE REDUCED THE OUTFLOW. THE UNDERGROUND DETENTION SYSTEM CALCULATIONS REPRESENT THIS. THE BIORETEN77ON BASIN WAS ALSO ROUTED AND THEREFORE ALSO REDUCED THE OUTFLOW. THE BIORETEN77ON BASIN ROUTING CALCULATIONS ASSUMED NO UPSTREAM DETENTION OCCURRED TO ACQUIRE THE LISTED ELEVA TIONS & ROUTING CALCULATIONS SHOWN ON THIS PLAN. THIS IS OBVIOUSLY' A WORSE CASE SCENARIO BECAUSE IT ASSUMED NO DETENTION OCCURS WITHIN IN THE UNDERGROUND DETENTION FACILITY. DESPITE THIS, 1' OF FREEBOARD WAS STILL OBTAINED ON THE 100) YEAR EVENT. HOWEVER FOR THE PURPOSES OF THE CHANNEL ADEQUACY REPORT THE DETENTION FROM THE UNDERGROUND DETENTION SYSTEM WAS SUBTRACTED FROM THE BIORETEMI77ON BASIN's OUTFALL HYDROGRAPH TO SIMULATE ONE SYNCHRONIZED SYSTEM. Inflow Hydrographs Outlet Structures Outlet Structures Basin Input Data Basin Input Data z Year 24 -Hour SCS Method 5 Outlet Structures Outlet structure 3 BasinFlow printout Storage pipe 2 Area (acres) 4.790 Outlet structure o Weir IN 38 name: Barrel #3 CN 94.aoo Orifice name: Access Riser INPUT: diameter (in) 120.000 Type 2 name: Low -Flow Orifice diameter (in) 36.000 INV.> 7 yx length (ft) 55.000 rainfall, P (in) 3.700 area (sf) o.545 side angle 0.000 Basin: HTC Movie Theater- DA 1A invert (ft) 527.000 time of conc. (hrs) o.woo diameter or depth (in) ao.000 coefficient 3.300 TO angle 0.500 time increment (hrs) o.o5oo width for rest. (in) o.000 invert (ft) 538.600 o Contour Areas volume (cy) 159.989 time limit (hrs) 30.000 coefficient o,600 multiple 1 Elevation(ft) Area(sf) Computed VOL(cy) _ fudge factor 2.00 routed true invert (ft) 527.000 multiple 1 discharge into riser 5 Storage Pipes Storage pipe 3 name: Header #i peak flow (efs) 18.484 discharge into riser Outlet structure 4 Storage pipe o diameter (in) 12o.000 peak time (hrs) =917 Orifice name' Barrel #x length (ft) 36.000 volume (cy) 1956.966 Outlet structure 1 name: Overflow Orfices diameter (in) 12o.000 length (ft) S5.000 invert (ft) Sz7.000 10 Year 24 -Hour SCS Method Weir name: Emergency Spillway area (A 0.349 diameter or depth (in) 8.000 Invert (ft) 527.000 angle 0.500 volume (cy) 104.720 Area (acres) 4.790 CN 94,1oo length (ft) 9.800 side angle 0.000 width for rect. (in) o.000 coefficient o.600 angle 0.500 volume (cy) 159.989 Storage pipe 4 Type 2 rainfall, P (in) 5.600 coefficient 3.300 invert (ft) 533.000 invert (ft) 529.000 multiple 3 Storage pipe x name: Header #z (� diameter (in) x2o.000 time of conc. (hrs) 0.1000 multiple x discharge into riser name: Barrel #2 diameter (in) azo.000 _ length time increment (hrs) o.o2oo discharge out of riser length (ft) SS.000 invert (ft) ft) 557.000 time limit (hrs) 30.000 angle 0.500 fudge factor 1.00 Outlet structure z invert (ft) 557.000 angle 0.500 volume (cy) 104.75 O routed true peak flow (cfs) 59.856 Culvert name: Barrel volume (cy) 159.989 Start-Elevation(ft) 527.00 Vol.(cy) o.00 peak time (hrs) 12.917 multiple 1 volume (cy) 326o.849 discharge out of riser PROPOSED COVER OVER CMP IS APPROXIMATELY 12 " -24" dt CONTRACTOR SHALL ENSURE COVER IS NO LESS THAN 12" OVERPLM AMA 5=00 zh IMY- b (3106' ORFICES b INV -51soD At - 010' OR FICH N MN- 027.00 (REINFORCING AWZ TO BE DEBK)NED AT F114L DRAMAS" WENt PLATE DETAIL SCALE: 1" • V NOTE: T YPICAL BULKHEAD DETAIL WEIR COE 3 8c ORIFICE COEFF. EFF. =0.6 SCALE: N:TA. 1'4r IAN, r 1P. 127 TVP. 1 3' T". D (in) 18.000 h (in) o.000 Length (ft) 247.000 Slope o.o69 Manning's n 0.013 Inlet coeff. Ke o.000 Equation constant set 3 Invert (ft) 496.000 FOR ADDITIONAL BACKFILL INFORMATION, ON THIS SHEET, SEE "BACKFILL DETAIL." TYPICAL SECTION VIEW SCALE: N.T.S. PLAN ? x -4101- FRONT TYPICAL MANWAY DETAIL SCALE N.TAL .� Lun Ta or 3' MIN, +:: RE rzD TYP. - BACKFILL NOTE: MULTIPLE -STATE 'WEIR PLATE OUTFALLS INTO 24" CL. III RCP FITTINGS AND MISCELLANEOUS I PIECE OTY 0 ASTM Aid. GALE FINISH LENGTH • ALL RISERS AND iSTVBS ARE 2W KX' CORRUSATION 120 BULKHEAD 12 GALV AND 18 CAGE UPI.1088 OTHERWISE NOTED, A2 1 24 2 2!S x V2 16 ALT2 Z40' A3 • R SF.RS TO SF FIELD TRIL/YED Ti7 GRADE. 220UM 16 AL72 8 ->• Wr CM P S7UB MALL ae CONDCDTW TO02V RCP I 1 IN 38 WE01 PLATE 2 213 X 111 L1� AND OROUT DY OONTRACTOR AB NARY, 012 0'SYSTFJA 61 1 30 1 2 = x W 16 INV.> 7 yx !F 7• .............. 1 Ai* F •FOR TO T CONNECTIONS FROMt H(�+ t8 ALT7 ORIFICES PER VSMH MCHNICAL BULLETIN 17 BANDS TO E i C 4 [! 3 cW � 87 IS OVE 021 FOR RCP TO dJP i 3 - _ 012osysTEA4 INV �S27.18 �....... E NUOOERaM(DB SEE DETAL 3 FITTINGS AND MISCELLANEOUS I PIECE OTY 0 CORRUGATION GALE FINISH LENGTH Al 1 120 BULKHEAD 12 GALV - A2 1 24 2 2!S x V2 16 ALT2 Z40' A3 1 36 220UM 16 AL72 8 ->• AA A6 I 1 IN 38 WE01 PLATE 2 213 X 111 12 16 GALV ALTS - 6 7 61 1 30 1 2 = x W 16 ALT2 !F 7• 1017 1 3D 7713vw t8 ALT7 ORIFICES PER VSMH MCHNICAL BULLETIN 17 BANDS 13 120 LADDERS 3 - _ STORMWATER MANAGEMENT SYSTEM SCHEMATIC WEIR PLATE DETAIL OVERFLOW AREA (29 +sf)) IS EMERGENCY /OVERFLOW APPROXIMATELY EQUIVALIENT SPILLWAY ELEV. =533.0 TO THE CAPACITY OF A 0072" WEIR COEFF. =3.3 PIPE 3 -08" OVERFLOW 000 ° ORIFICES AT EL. =529.0 CO 010" LOW -FLOW ORIFICE EL =527.0 ELEV =527.0 ORIFICE COEFF. =0.6 CONTRACTOR SHALL INSTALL NON- CLOGGING SCREEN ON WEIR PLATE 70 ACT AS TRASH RACK DEVICE. SCREEN SHALL ALLOW DRAINAGE AND SMALL PAR77CLES TO PASS, BUT STOP LARGER DEBRIS FROM C oxm THE OPENINGS TRASH RACKS SHALL BE INSTALLED ON ALL ORIFICES PER VSMH MCHNICAL BULLETIN 17 NOTE: DETENTION SYSTEM TO BE PRE - MANUFACTURED AND DELIVERED TO THE SITE. ALL INSPECTION MANHOLES, HEADWALLS, AND WEIRS SHALL BE INSTALLED PRIOR TO BEING DELIVERED TO THE SITE TO PREVENT CORROSION WEAKNESS AT THE JOINTS. ENGINEER TO REVIEW AND APPROVE SHOP DRAWINGS. 024" CL. III - RCP BYPASS 024" CL. III RCP BYPASS 024" CL. it RCP INLET 2 -036 "ACCESS RISERS f��0 o• e q 6111t 41 018" CL. III CP OUTFAL PLATE 6 "ACCESS RISER r A o Q) FOR ADDITIONAL BACKFILL INFORMATION, ON THIS SHEET SEE "BACKFILL DETAIL." �- 0120" CONTECH 12GA. ALUMINIZED TYPE 2 CMP USED FOR UNDERGROUND DETENTION SYSTEM (TYP.) 0 r� G� R. COLLINS'Z__' No. 35791 /o/45'k.) �� 1 LONAL V, J Z x O m «r z z th 0- LU LL 0 0 I~ z En O J Z 0 N 0 �F L9 M F_ M Z W N U M Z d.. z 0 o N F- 0 o WN Q�Q) W J v W0 .. J 6 V-v l N W 0 V --! c F"••1 E"'1 v Q 0 Lo a W W Q o0 0 L9 F-4 C)e N o O W a Z c � j- t1,I -v Q � U 0 W W ° L W WL 0 L U F- Q °' W W Q ° W v Ul H W " z Cr w v� <[ z W Z w V) W z 0 J U0 F- o L a O L F 4 w Q > lyI W U x N r� V rr�� s V .� O O b N t E 0 W Off. (!) '0 JOB NO. a 102036 0 W N SCALE ° v AS SHOWN C v SHEET NO, o 25 a� rE CROWNED FLUME IM alto �i�wtiNrarns} SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE 1l LDW FOR OF-TAILS NOT SHOW FLUME - SLOPED TOWARDS FILTCRRA THROAT U '\ _..._. r C1110F STAIIDW 1110' HOEING PRWASI` tilt W& . -✓" k Fn.�Lwow W X #,,r A MI[;" SECTION VIEW idaEVATM T#MN STANDARD FILTERRA THROAT OPENING n,m+lat>r .»olt M01>lFWt10N8 CN< liRtM1110$ ARE OKY PERMITIE0 8Y lMWM4 AUfHOpaJN M FROM RLWJM RRAtINrr1G iBIWUTAm&'I" I*r FU f0 6W., r SM 02- x7--08 xr CGT-4 Q �hil�d5 pt r IFN.=WAS TNMT OMMO f AM 0t1<771IR OR FLAW OVA& ur Rla ttyNeyhNaaarya.r.Ie NMI IONMED01NG PREPARATION KEY 1. R OID OR FLEXIBLE PAVEMENT 2. GRANULARROADBASE 1✓ 3. 1TMN. FOR UTAWIFRST144OUGH9N IS' L41114. FOR DIAMETERS FROM 13r AND LARGER W-ASU"RED TO TOP OF RIO D OR BOTTOM OF FLEXIBLE PAVEMENT. 4. SFI. FCT GRANLR AR Fill. PFR AASHTO M'14ti All, A2 OR 0.1, OR APPROVED EXAL. PLACED P. M LIFTS (OOMPACTED TO MIL 00% STANDARD DENSITY PER AASHIM 190.) S. (NHAANUtAR WdXW41 i. HUUGh LY SHAPED TO FT THE BOTTOM OR PIPE. 4• TO C N DEPTH PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CO- STRUCTEO TO A UN FORM AND STABLE GRADE. IN THE EVENT THAT UNSU TABLE z"DATICA MATERIALS ARE 04000NTERM DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BAP( TO THE GRADE MTN A FILL MATERIAL AS APPROVED SY THE ENGINEER ONCE THE FOUNDATION PREPARATIDN IS COMPLETE. L• -r OF AwELLj TeADED GRANULAR MATERIAL SHALL BE KAM AS THE BBDCIN% THE BACKFIL -SHALL BE AN 181.182 OR A! GRANULAR PILL PER AAEHTO M145. ORA WELL - GRADED GRANULAR FiLL A3 APPROVED SY THE SITE EN31NEER (SEE INSTALLAT10N GUIDELM) THE MATERIAL St14LL BE PLACED N >r LOOSE LIFTS AND OOMPAOTRO TOM AASHTO TOO STANDARD PROCTOR DENB TY. WHEN PLACING THE i IRBT LIFT$ OF SACIMLL T IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AW%,ND TW. PPE HXA CHES. 8AEJ"L SWILL SP PLACFO SUC14 THAT TMFRF IS MC WM TWM A TWO LIFT (16') DIFFERENTIAL EETWW4 ANY OF THE PIPES AT ANY TOE MJ RING THE BACKPILL PROCESS. THE SACMLL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENT AL LOAD NO ON THE PIPE. OTH°J2 ALTERNATE SACKER MATERAL MOW BE ALLOWED DEPENDING ON SiTE SPECIF C t.ONDIT ONS. AS APPROVED BY SITE ENG NEER. 1 BACKFILL DETAIL 3 SCALE: N.T.S. NOTE: FOR ADDITIONAL INFORMATION REGARDING CONTECH MATERIALS, PLEASE CONSULT GREG NESTER AT GNester@contech- cpi.com OR AT (540) 797 -6499 FILTERRA WATER QUALITY DETAILS NTS FLNIM STAN)m AM CMr OUTrER I TWOM �FM oaPRetiisldl cunER M arse MET PLAN VIEW Ouil�t r naw / NN NL MIL, ELEVATION VIEW F1LYEFft, UW PERFQRA7ED /' t E illltApt SWEM BY AMOVOW CRASS SECTION YOOMT" CIF DRAIN/19C Am ONLY POW= W VAMIEFI +AUT1401OZOW FWM FTUMEM M IJfI 1ll�R 1<11Nt1 Y'ir" �1� Y Wmaz fiiNMWATER 3111t1Er'IURE CM 07 -07-oa OM FLP -2 Op•YrrIN►7R IMMOS; MM *ULM PlS.i1�L ►T! m �. . 1LI0 T. ERRAND STRAP .HECTOR I" I�1a HuGGl;3a BOLT IN THICK I' /-MIN. WIDE PLAT NEOPRENE OABNET FLAT GASKET CONNECTION DETAIL SINGLE BOLT, BAR AND STRAP GENERAL. NOTES 1. SANDS ARE NORMALLY FURN SHED AS FOLLOWS: 12 THRU 41r,141IECE 64• TMN W. 2*IECE for THiAu %r, s•mam 2. SAND FASTENERS ARE ATTACHED VATH SPOT WELDS, R VETS OR HMO WELDS 3. RFarx I Al ANNLAM PM CORRUGATKWS ARE NC PJAALLY 25r x76. O MENS ONS ARE SUBJECT TO AA"WACTURNAG TOLERAMM 2 H-12 HUGGER BAND DETAIL 3 SCALE: N.T.S. 0120" CONTECH 120A. ELEV= 537.28 ALUMINIZED TYPE 2 CMP ELEV.= 537.0 ELEV. = 536.0 ELEV. =535.0 ELEV. =534.0 ELEV. =533.0 ELEV. =532.0 ELE V. = 531.0 ELEV. = 530.0 ELEV. =529.0 ELEV_ =528.0 ELEV. =527. 0.59; LS ODE CONTECH UNDERGROUND DETENTION DETAILS (SCALE: AS SHOWN) VOLUME SUMMARY & ;SCHEMATIC OF 0120" CMP DETENTION N. T. S. 0.5% SLOPE ELEV. =527.0 ELEV. =527.0 ELE V. = 537.0 ELEV. =527.0 ELE V. = 536.0 ELEV. =535.0 ELEV. =534.0 ELEV. =533.0 ELEV. =532.0 ELEV. =531.0 f ELEV. =530.0 I/ ELEV. =529.0 ELEV. =528.0 .•• - . -. •fir• • • • ' M-10W T C Ti[ ISTEL C�[.1N WADE FOR TEMPORARY CONSTRUCTION VGA CLE LOADS, AN EXTRA AMOUNT OF COMPACTED OOVER MAYBE REM0RED OVER THLE TOP OF THG PIPE. THE HEMNT-0F -COVER SiM0.1. MEET 7kE MI.IMUA1 REQU1WMG1M BNON'N IN 7w TABLE SELOw, THE 118E OF HEAVY CONSTRUCTION EOUVWNr NECMTAln GREATER PROTECTION FOR THE PIPE TRAL FINISHED GRADE COVER MINMUMB FOR NORMAL N GHWAY TRAFFIC. PIPE SPAN, AXLE 4-W ♦ N ► Vii. INCHES Lacs 1 64-a6 TT1.110 I 110.1x10 THE CORRUGATED STEEL PIPE IGM DETAILED N THE PROJECT PLANE. MINIMUM C (M 2.0 as 318 80 4. 4671 10 mo Sb W cum 75-120 MaIDFi 3.6 44 40 126 144 riteDAT PAIDIr>;CT>n4 00At 4a0e 01+1AF.L.. BARS w, It' 01160. We AMERI llt}irt i7F�A�►yAll !�L/Va',a�..�y: w�, by 00� E l r 4� DO NOT 11113M I- LM ?4:i' l�4wytyM•M�i,. o AR ��••,•�pp1R�ly�la� •'lYHe•' IY RIiNW� �( ■KW r1/HI•GY '�4�} a� y�yFM 4 -rX44r TO FOLLOW OSHA WDEU ES FOR SAFE PRACT CES PRWASI` tilt W& . -✓" k Fn.�Lwow W X #,,r A MI[;" SECTION VIEW idaEVATM T#MN STANDARD FILTERRA THROAT OPENING n,m+lat>r .»olt M01>lFWt10N8 CN< liRtM1110$ ARE OKY PERMITIE0 8Y lMWM4 AUfHOpaJN M FROM RLWJM RRAtINrr1G iBIWUTAm&'I" I*r FU f0 6W., r SM 02- x7--08 xr CGT-4 Q �hil�d5 pt r IFN.=WAS TNMT OMMO f AM 0t1<771IR OR FLAW OVA& ur Rla ttyNeyhNaaarya.r.Ie NMI IONMED01NG PREPARATION KEY 1. R OID OR FLEXIBLE PAVEMENT 2. GRANULARROADBASE 1✓ 3. 1TMN. FOR UTAWIFRST144OUGH9N IS' L41114. FOR DIAMETERS FROM 13r AND LARGER W-ASU"RED TO TOP OF RIO D OR BOTTOM OF FLEXIBLE PAVEMENT. 4. SFI. FCT GRANLR AR Fill. PFR AASHTO M'14ti All, A2 OR 0.1, OR APPROVED EXAL. PLACED P. M LIFTS (OOMPACTED TO MIL 00% STANDARD DENSITY PER AASHIM 190.) S. (NHAANUtAR WdXW41 i. HUUGh LY SHAPED TO FT THE BOTTOM OR PIPE. 4• TO C N DEPTH PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CO- STRUCTEO TO A UN FORM AND STABLE GRADE. IN THE EVENT THAT UNSU TABLE z"DATICA MATERIALS ARE 04000NTERM DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BAP( TO THE GRADE MTN A FILL MATERIAL AS APPROVED SY THE ENGINEER ONCE THE FOUNDATION PREPARATIDN IS COMPLETE. L• -r OF AwELLj TeADED GRANULAR MATERIAL SHALL BE KAM AS THE BBDCIN% THE BACKFIL -SHALL BE AN 181.182 OR A! GRANULAR PILL PER AAEHTO M145. ORA WELL - GRADED GRANULAR FiLL A3 APPROVED SY THE SITE EN31NEER (SEE INSTALLAT10N GUIDELM) THE MATERIAL St14LL BE PLACED N >r LOOSE LIFTS AND OOMPAOTRO TOM AASHTO TOO STANDARD PROCTOR DENB TY. WHEN PLACING THE i IRBT LIFT$ OF SACIMLL T IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AW%,ND TW. PPE HXA CHES. 8AEJ"L SWILL SP PLACFO SUC14 THAT TMFRF IS MC WM TWM A TWO LIFT (16') DIFFERENTIAL EETWW4 ANY OF THE PIPES AT ANY TOE MJ RING THE BACKPILL PROCESS. THE SACMLL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENT AL LOAD NO ON THE PIPE. OTH°J2 ALTERNATE SACKER MATERAL MOW BE ALLOWED DEPENDING ON SiTE SPECIF C t.ONDIT ONS. AS APPROVED BY SITE ENG NEER. 1 BACKFILL DETAIL 3 SCALE: N.T.S. NOTE: FOR ADDITIONAL INFORMATION REGARDING CONTECH MATERIALS, PLEASE CONSULT GREG NESTER AT GNester@contech- cpi.com OR AT (540) 797 -6499 FILTERRA WATER QUALITY DETAILS NTS FLNIM STAN)m AM CMr OUTrER I TWOM �FM oaPRetiisldl cunER M arse MET PLAN VIEW Ouil�t r naw / NN NL MIL, ELEVATION VIEW F1LYEFft, UW PERFQRA7ED /' t E illltApt SWEM BY AMOVOW CRASS SECTION YOOMT" CIF DRAIN/19C Am ONLY POW= W VAMIEFI +AUT1401OZOW FWM FTUMEM M IJfI 1ll�R 1<11Nt1 Y'ir" �1� Y Wmaz fiiNMWATER 3111t1Er'IURE CM 07 -07-oa OM FLP -2 Op•YrrIN►7R IMMOS; MM *ULM PlS.i1�L ►T! m �. . 1LI0 T. ERRAND STRAP .HECTOR I" I�1a HuGGl;3a BOLT IN THICK I' /-MIN. WIDE PLAT NEOPRENE OABNET FLAT GASKET CONNECTION DETAIL SINGLE BOLT, BAR AND STRAP GENERAL. NOTES 1. SANDS ARE NORMALLY FURN SHED AS FOLLOWS: 12 THRU 41r,141IECE 64• TMN W. 2*IECE for THiAu %r, s•mam 2. SAND FASTENERS ARE ATTACHED VATH SPOT WELDS, R VETS OR HMO WELDS 3. RFarx I Al ANNLAM PM CORRUGATKWS ARE NC PJAALLY 25r x76. O MENS ONS ARE SUBJECT TO AA"WACTURNAG TOLERAMM 2 H-12 HUGGER BAND DETAIL 3 SCALE: N.T.S. 0120" CONTECH 120A. ELEV= 537.28 ALUMINIZED TYPE 2 CMP ELEV.= 537.0 ELEV. = 536.0 ELEV. =535.0 ELEV. =534.0 ELEV. =533.0 ELEV. =532.0 ELE V. = 531.0 ELEV. = 530.0 ELEV. =529.0 ELEV_ =528.0 ELEV. =527. 0.59; LS ODE CONTECH UNDERGROUND DETENTION DETAILS (SCALE: AS SHOWN) VOLUME SUMMARY & ;SCHEMATIC OF 0120" CMP DETENTION N. T. S. 0.5% SLOPE ELEV. =527.0 ELEV. =527.0 ELE V. = 537.0 ELEV. =527.0 ELE V. = 536.0 ELEV. =535.0 ELEV. =534.0 ELEV. =533.0 ELEV. =532.0 ELEV. =531.0 f ELEV. =530.0 I/ ELEV. =529.0 ELEV. =528.0 .•• - . -. •fir• • • • ' M-10W T C Ti[ ISTEL C�[.1N WADE FOR TEMPORARY CONSTRUCTION VGA CLE LOADS, AN EXTRA AMOUNT OF COMPACTED OOVER MAYBE REM0RED OVER THLE TOP OF THG PIPE. THE HEMNT-0F -COVER SiM0.1. MEET 7kE MI.IMUA1 REQU1WMG1M BNON'N IN 7w TABLE SELOw, THE 118E OF HEAVY CONSTRUCTION EOUVWNr NECMTAln GREATER PROTECTION FOR THE PIPE TRAL FINISHED GRADE COVER MINMUMB FOR NORMAL N GHWAY TRAFFIC. PIPE SPAN, AXLE LOADS (kips) INCHES Lacs 1 64-a6 TT1.110 I 110.1x10 THE CORRUGATED STEEL PIPE IGM DETAILED N THE PROJECT PLANE. MINIMUM C (M 2.0 as 318 80 1242 4671 10 mo Sb 40 75-120 3J1 3.6 44 40 126 144 !.6 4.0 4.3 49 'M NNW COVER MAY VARY. DEP901%Q ON LOCAL CONDI7101.S. THE OUNTRACTOR MUST PROODE THE ALVMTIONM. COVER RE N51 TO AVOID DAMA13E TO THE P PE. Mt.MUM COVER IS WA1R M FROM THE TOP OF THE PIPe TO THE TOP OF THE MAINTAINED CONSTM'CTION ROADWAY SURFACE 3 CONSTRUCTION LOADING DIAGRAM 4 SCALE: N.T.S. Graham Murry 800 L. Jefferson St. Charlottesville, VA 22902 [terra Oewber 25, 2010 4GAx1•RT414maa1adNkSllalo•. PWn Review of FiNerra* 19wo Otter Movie Theater, Albemarle. VA Dear Sirs Thank you for submitting the revised plans on 25 October 2010 for our review of the 'town Center Movic "1'lxzteT projccl. Filterra°r structures 140 (13x7),114 (12x4),144 ((u(4), 150 (130), 148A (80)), and 14813 (8x6) were studied for, • I'lanncd FilterradO box Mzc • i•iltaraac1 contributing drainage area meeting project's regional sizing apecilication • FiltaraQO invert elevations arc highcx than eMuL•nt invcrt elevations • The bypass is lower than the Filterra* elevation (spot elevations) • The grading pattern enuaDUr Vs cross linear flow and not head -on flow • 'Me Filterrarw outlet drain pipe is si7cd omycetiy and exits perpendicular to tlx: wall • For any c nfiicting structures such a5 storm drain pipes below Filtcnm* • Tor most efficient placement of Filtenat units • 4-6" opening throat detail and standard notes on plugs The plan review concltxied that the Filtcrra`6 structures listed above were sited atld diced appropriately to treat stormIwatcr to our published specificatum. Operational consistency with these spccificaticns is contingent upon the strnmwatcr units being installed correctly and according to the plans, as well as regular maintenance being perfotnTc;d. Installation Help documents will be forwarded M the Buyer at time of Order_ 'fife Filierre Installation, (l'eratioTn and Maintenance Manual will be made available upon request. Yours sincerely Dean Raddcn'f Engi = Support Manager Filtc117a44 HiorctciTtion SyMems Mamraceurud by ATTTCricarA 7': (04) 798 -11068 11352 WSW& Pwcast Road F: (804) 79&8400 Ashland, VA 23005 t•;: &-Sign@r?1LcMtalnT A ADCESSCASTINGTOBE PIADVIDEDAND INSTALLED I SY C(INTNACIOR. tMERICAST ILIIt juq anana� LY4n9t/ at>o19a4. WW1V.fi1LLTru.cam 1 s auPma OIS10:'T MATERIAL SUFIACIENT70 PREVENT BW "OM BEMINO ON p °�i RIVER TO BE PROVIDED IiY B CONTRACTOR BD- 17•TYP. SECTION VIEW i'C�F WIKM F4DR0OWUVA11:13 $T1zkL PIP6ALI.IMAtLED r YM 2 BTFFi I HAWH.ING HILT ASINA t.Y gGg+ SHALL. BE N ACCORDANCE NTH WOOMMENOA71MG OF A, TNENATXX AL CORRUGATED SM PPE ASSOCIATON THIS S PECIF'N;ATIONCUVERS THE MANUFA.`ILREAND INSTALLATION OF IINCSPN THE CORRUGATED STEEL PIPE IGM DETAILED N THE PROJECT PLANE. REINFORCING PRESSURE INSTAUATTON 04 DIAOUNAL TRIM BARS AS RM"RED TO MAI.TAI. BAR COVER 7 EARTH IXTVER - Y MAX. SHALL BE N ACCORDANCE MTN AASM STANDARD INS ALUMIN 210 TYPE 2 STEEL COILS SHALL COAPOAM TO THE APPLICAiSLA SPEGIF CATIONB FOR N GHWAY OR D(W. SECTION 26. REOUNIS4ENTS OF AASHTO M214 OR "TM A929. D VISION M ORASTM ATM AND N CONFORMANCE BEE NOTE i. NTH THE PROJECT PLANS AND SPECIF CATIONS. en IF TIER! ARE ANY BKxNSISTOCU OR CCIIWILCM 05 612' OCEW THE GMTRAGTOR 6NOULD DISCUSS AND RESOLVE THE CSP SHALL BEMANUFACTIU REDNA000RDANCE WIT" THE APPLICABLE NTH THLESMMOIEER REQUIREMENTS OFAASHTOMS6 Olt A37MATM THE PftBDZES.GAIDEB r, AND OORRU13ATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. Ir 13ALWAYSTHE RESPONSIBILITY OF THE CONTRACTOR 4 -rX44r TO FOLLOW OSHA WDEU ES FOR SAFE PRACT CES ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE IIAW UNITED67ATE8, GLT .3 NSA RE NFORCIA RENPORCING. 8E A, -SEARING T� A 08 REINFORCING PRESSURE I4 DIAGONAL r% 04 DIAOUNAL TRIM BARS AS RM"RED TO MAI.TAI. BAR COVER 7 EARTH IXTVER - Y MAX. BM RYP 4 PLACIM BAR (M.4 P4 ACESI ON zr SEE W0 7E BEE NOTE i. 0 DETAIL DESIGN BY DELTA ENGNEPIAINCL ENOHAMTON, NY. 4'x4' 05 612' OCEW 1,780 a; r COVEN 3r r, 2110 - 4 -rX44r SCALE: N.T.S. 06012.00EW IIAW 96. GLT 15 E 10' OCEW 111890 SX7 06a1(rOCEw 1AN 4T OPENING OPENING N 416010,011M 1,770 PROTSCTK NPROTaCT1ON _ -. __. - ....... 81JW fa(: 8LA8 POR �� fdAS71N CASTING Vx 6' INIERRUPIED 1,100 ItlPL/1CTENQ1 SEE NOTE B, REINFORCING TABLE 0 CMP RE NFORCIA RENPORCING. 8E SEE TAB-= SEE TABLE -SEARING RISER A 08 REINFORCING PRESSURE SAM AMi11VUM OF 1rEEYonD orE1,N6, BEND 2 DESIGN LOAD HM BARS AS RM"RED TO MAI.TAI. BAR COVER 7 EARTH IXTVER - Y MAX. ( 24 24' ON zr 03aIrocaw 0 DETAIL DESIGN BY DELTA ENGNEPIAINCL ENOHAMTON, NY. 4'x4' 05 612' OCEW 1,780 a; 04W 3r R5 ICI it OCEW 2110 - 4 -rX44r SCALE: N.T.S. 06012.00EW IIAW 96. GLT 15 E 10' OCEW 111890 SX7 06a1(rOCEw 1AN 4T s S'•8' 4 a11' 416010,011M 1,770 x 6"6" 060POCEW 1,110 48' go *540roCEW 1.6W Vx 6' 066roCELV 1,100 ABSI1V ED BOIL 85ARISO CAPACITY STANDARD RE NFORCIA RENPORCING. 8E SEE TAB-= SEE TABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW I.DESGNP4AWOKUWMVWMAAlM.17lhEI)IK)K 7 TRIM OPENING NTH DAGO101 BA BAS, EXTNO SAM AMi11VUM OF 1rEEYonD orE1,N6, BEND 2 DESIGN LOAD HM BARS AS RM"RED TO MAI.TAI. BAR COVER 7 EARTH IXTVER - Y MAX. a PROTECTION 8LAS AND ALL MATERIALS TO BE PROVIDFO AND IN.RTALI.ED BY CONTRACTOR. 4 CONCRETESTfW§4 H= 3.5Wp4 0 DETAIL DESIGN BY DELTA ENGNEPIAINCL ENOHAMTON, NY. S RENFORCNO STEEL. -ASTM AM GRADE 60. Il 1, a; I HALF EACH om NA�i.oRRa� �'4 1 MANHOLE CAP DETAIL THE LTAME PLANE. - SCALE: N.T.S. STANDARD RE NFORCIA RENPORCING. 8E SEE TAB-= SEE TABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW I.DESGNP4AWOKUWMVWMAAlM.17lhEI)IK)K 7 TRIM OPENING NTH DAGO101 BA BAS, EXTNO SAM AMi11VUM OF 1rEEYonD orE1,N6, BEND 2 DESIGN LOAD HM BARS AS RM"RED TO MAI.TAI. BAR COVER 7 EARTH IXTVER - Y MAX. a PROTECTION 8LAS AND ALL MATERIALS TO BE PROVIDFO AND IN.RTALI.ED BY CONTRACTOR. 4 CONCRETESTfW§4 H= 3.5Wp4 0 DETAIL DESIGN BY DELTA ENGNEPIAINCL ENOHAMTON, NY. S RENFORCNO STEEL. -ASTM AM GRADE 60. 6 PROWDEADDROHALREINBPOWINGAROUND OPEN HALF EACH om NA�i.oRRa� �'4 1 MANHOLE CAP DETAIL THE LTAME PLANE. - SCALE: N.T.S. ot SC R. COLLINSZ No. 35791 ,a ONAL E�1 �Q G Z o LY U Zw OZ 0 z aC N z W 0 0 .•-L W M I- z 01 W N U Z t..� 3: z ItO o N 0 W QN a `_ U z N z -� Lj � W W U W Z W V 41) C9 1� 'O Z ri ... W o � `z rn U z 0-� o �, c o 111••4 H o W O w O 0 - c O W V) c u, l Q MCI W a ` L9 < y x �/� U w N \i o W WO � � W �Z O U N f z c O' W c T ECc Ul C O O U E' W Z41 y w C c O z UO) Q z L z W � W -0 C za J J U O w .a o V1 �r B ,w T S✓ \/ W M ` O J �~ N CL U W o � c- w> c a _� 2 0 O Ix W U - x .O 0 0 0 C C] W-0 N t7i E W U a to °0 3 JOB NO. ,c 102036 v ,n o SCALE ° � 4 AS SHOWN o O O SHEET NO. n a a� a � c F- O UNDERGROUND DETENTION SYSTEM (ROUTED) OUTFALLS INTO BIORETENTION BASIN (ALSO ROUTED NOTE. THE UNDERGROUND DETENTION SYSTEM WAS ROUTED AND THEREFORE REDUCED THE OUTFLOW THE UNDERGROUND DETENTION SYSTEM CALCULATIONS REPRESENT THIS. THE BIORETENTION BASIN WAS ALSO ROUTED AND THEREFORE ALSO REDUCED THE OUTFLOW. THE BIORETENTION BASIN ROUTING CALCULATIONS ASSUMED NO UPSTREAM DETENTION OCCURRED TO ACQUIRE THE LISTED ELEVA 77ONS & ROUTING CALCULATIONS SHOWN ON THIS PLAN. THIS IS OBVIOUSLY A WORSE CASE SCENARIO BECAUSE IT ASSUMED NO DETENTION OCCURS WI THIN IN THE UNDERGROUND DETENTION FACILITY. DESPITE THIS, 1' OF FREEBOARD WAS STILL OBTAINED ON THE 100 YEAR EVENT. HOWEVER FOR THE PURPOSES OF THE CHANNEL ADEQUACY REPORT THE DETENTION FROM THE UNDERGROUND DETENTION SYSTEM WAS SUBTRACTED FROM THE BIORETENTION BASIN's OUTALL HYDROGRAPH TO SIMULATE ONE SYNCHRONIZED SYSTEM. Routing Method: storage- indication Inflow Hydrographs Inflow Hydrographs Outlet Structure 1ooYear 3 Inflow Hydrographs 2Year 3 outlet Structures inflow (cfs) 88.636 at 22.92 (hrs) aooYear Area (acres) 8.950 Outlet structure o discharge (cfs) 82.310 at 11.96 (hrs) Area (acres) 8.95o CN 89.600 Weir water level (ft) 499.969 at 11.96 (hrs) CN 89.600 Type 2 name: Emergency Spillway storage (cy) 1254.o36 Type 2 rainfall, P (in) 3.700 length (ft) 15.000 rainfall, P (in) 9.-1oo time of conc. (hrs) o.-1000 side angle 63.43o -1oYear time of conc. (hrs) 0.1000 time increment (hrs) o.o2oo coefficient 3.300 inflow (cfs) 49.888 at 11.92 (hrs) time increment (hrs) 0.0200 time limit (hrs) 3o.000 invert (ft) 499.000 discharge (cfs) 43.000 at 11.98 (hrs) time limit (hrs) 30.000 fudge factor 2.00 multiple 1 water level (ft) 499.413 at 1-1.98 (hrs) fudge factor 1.00 routed true discharge through dam storage (cy) 1017.759 routed true peak flow (cfs) 29.507 9,251 peak flow (cfs) 89.054 peak time (hrs) 11.917 Outlet structure a 2Year peak time (hrs) 11.g17 volume (cy) 3123.947 Curve inflow (cfs) 29.369 at n.92 (hrs) volume (cy) 9428.167 Basin Input Data name: Anti - Vortex Device discharge (cfs) 21.203 at 12.02 (hrs) multiple 1 water level (ft) 498.880 at 12.02 (hrs) aoYear storage (cy) 805 754 Area (acres) 8.95o BasinFlow printout Invert (ft) 497.400 discharge into riser CN 89.600 file: twentyfour.txt Type 2 INPUT: w C rainfall, P (in) 5.600 time of conc. (hrs) 0.1000 Basin: HTC Movie Theater Bioretention Basin Outlet structure 2 Culvert time increment (hrs) o.o2oo 3 Contour Areas name: Barrel time limit (hrs) 30.000 fudge factor 1.00 Elevation(ft) Area(sf) Computed Vol.(cy) multiple 1 discharge out of riser routed true 496.40 7191.00 0.0 498.00 9251.00 485.9 D (in) 18.0oo peak flow (cfs) 50.123 500.00 219%7.00 1267.8 peak time (hrs) 11.917 h (in) o.000 Length (ft) 60.000 volume (cy) 53o6.553 Start.-Elevation(ft) 496.40 Vol.(cy) 0.00 Slope 0.033 Manning's n 0.013 F- Inlet coeff. Ke 0.500 Equation constant set 3 < L Invert (ft) 488.000 100 YEAR 3' WIDE FOREBA Y TOP W. S E. = 499.97 OF DAM ELEV. = 500.00 W S YEAR W S E. =499.97 10 YEAR CLEAN -OUT W/ 10 YEAR W.S.E.= 499.41 �, WATERTIGHT W.S.E.= 499.41 3 OF PEA GRAVEL CAP 50' 0. C. 2 YEAR SHALL BE PLACED ELEV. = 497.4' 2 YEAR W.S.E.= 498.88 BETWEEN THE FILTER (Typ,) W.S.E. =498.8 MEDIA AND THE UND.EORDRAIN MEDIA SLOE � tv BOTTOM i FOREBA 0� 0�. ww I 3' WIDE FOREBA Y----' BOTTOM CONCRETE WEIR OF BIOFIL lER-J ELEV =496.40 493.4 MIN. UNDERDRAIN GRA VEL- (AASHTO M43 MIN. 1 ABOVE & BELOW UNDERDRAIN PIPE) 10.0' MIN. 6" PERFORATED SCHEDULE 40 PVC PIPE OR EQUIVALENT AAA2. 1.0.E SLOPE (MIN.) TO OU7FALL PIPE PROVIDED ACROSS ENT7RE WlD774 ® 20' O.C. Perforated a FOUNDATION DRAIN C.. \3_01 -tor rravvnt. 0.vra -so Hanoizeneoers Enrhankwnents w/ Seepage Controls "09wo" fill ' �'�4ut off WN11 4' below suitable I Snit a rock L - - _ - _ _ TYPICAL HOMOGENEOUS EMBANKMENT Gj_ BLANKET DRAIN or pW dat SW eeVV or reek eo. Rock dn or gravel dr �bTratleitlon filler TmnsIdon Mer CHIMNEY DRAIN TOE DRAIN Sawre: SC. S I_ngitteering Freld Alammi 3.01-3 HANSON CONCRETE /ANT! VORTEX TRASH RACK 10' WIDE TOP OF DAM ELEV.= 501.00 15' WIDE DECORA77VE WEIR OVER CONC. OU7FALL CHANNEL. WEIR ELEV =499.0 w/ 2: 1 SIDE SLOPES MAX. EMBANKMENT HT. =11' (501 -490) W ' --- UTILIZE THE PROPOSED SEDIMENT BASIN's RISER & PLUG THE DEWATERING ORIFICE.. 024" RISER ELEV. =497.4 f.? 497.40' \STA 7E APPROVED MIX. TOP ELEV = 497.4 (TYR) DEPTH= 2.5' MIN., SLOPE= 0.00X BIORETENTION BASIN (NOT TO SCALE) UTILIZE THE PROPOSED SEDIMENT BASIN's BARREL 60LF0JJX INV. JN= 492.0' IN OUT -- 488.0' MIN. 4' WIDE & 4' DEEP IMPERVIOUS CORE Se CUTOFF TRENCH WITH 1:1 SIDE SLOPES. SEE DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. IStwnwvatw Mansgerawd Standard DtraNnslons 24 30 48 58 34 i 149 27 331/2 do 72 37 t/, 228 30 1 37 90 M 41 225 38 44 60 72 46 222 42 Si 72 86 55 3.16 48• 56 84 1D0 62 4.27 64 861'2 84 100 70112 4.20 60 72 96 114 78 SAS 65 801 /it 95 114 841/2 5.39 72 86 10@ 126 W 8.83 78 941/2 ?6 147 98112 8.87 84 1 1W 11ti 14/ 104 8.80 W TyP. I�f Inletl!AnN11 �' \\ OS,tletlAm � � �• � t tt 7 1-44 A i It tr r A _ ~r e° w vent Cast In Top 81eb And & Va i Dry O.D. AnirYpWa CAW r.D. r Nal11F 1XIM r II r VOL (1.) An"045a devloe PW emd Neer) Mm deck ed In emordenoe with AstM c4478. Sofflon 11 11 P.) DOWN on" 10 o e veredoee d ASTM e4re. (3.) het AMPS, (AMPS, botkW dinvloe I.D. Ind rlsw O.D.) is pNEW then outlet area. (Ann d ftw I.D.) (4.) 84ab nMotowMPM b by AMM A615 94 bars O 8' E.W. Chutrdewollol veh teu my tto be Aw= t G 0.180 2 X 5 W2.5 X W2.5 VAIF nmhiaYxtt: Win lei pmp rdm PQ- 4,6000 PA.t., L- e0AW P.O. Conaele oowrever m4Id. CaNt etacover5vertshrot0011to (CCM) ■ 1', Ulm noted ."e 1o0v. A0 Uentrro,a.u6yer«" to raen.a4dra (5.) DJ-1 Frmw & Gne Is evold" kw 4W IA. rfewsand WaVv. apat8loruNrt - Pn08d Anti-Vorffsx Davies (Cap and RIW) VA 14.1 03 -1546 IL TOP OF FOREBA Y DAM WD TH= 3.0' AT AN ELEVA TION= 500.00 100 YEAR W. S E. = 499.97 10 YEAR W. S E. = 499.41 2 YEAR W.SE. =498.88 3.6 FOREBA Y SPIILL WA Y J CONC. LINED ELEVA 770N= X496.40 SPILL WA Y FOREBAYSPILLWAY NTS (2 (YEAR STORM DOES NOT CRES' T EMERGENCY SPILL WA Y) 100 YEAR W. S E. = 499.97 10 YEAR W .S E. = 499.41 TOP OF DAM WIDTH= 10' AT AN ELEVA 770N= 501.0 1.03' OF o FREEBOARD' EMERGENCY SPILL WA Y - N ELEVA 770N= 499.0 •r, g `-- CONC. LINED SPILL WA Y F4MFdRGENCYSPILLWAY NTS 'GRAN�G a DRAINAGE AREA PLAN :�- FOR REI 3' PoRtilBAr OF DAY '= �- 60O. ' ° CS LID D'alli w -k: 1 i :I At S I{ B 15 XYL) 1489.0 lot �\ aD LTaR R \ \ LOO y 1 Y1MR��r:: \ 76 GI 'Re' /' Tbt PZPZ / Alt' QC , !>'! \` /l�PJ*M in SWIM ` P�0 SHALL S 3 rg CAD " �AD• S ^aSOAA AQCaSSLIOHAM �1 YCaaD \Sim 7 \ Bif%ter Pl Detail ` t 1 E qlI 130 � •r- 'u -u =ir i��II11 itJl I a� -7PRO #C �YOL W 7.4 90 Y ' DING & DRAINAM IKEA FOR REIPAW-\ l * I Water Quality Volume Requirements: i� SIORETEN7'ION BASIN FOREBAY REQUREMENTS: •-+ W Minimum Forebay Volume= 0.25 inches per impervious square acre Forebay Depth to range from 4'-6' Z Impervious Area= 114,475 sf W Minimum Forebay Volume= 2,385 cf N U BIORETENTION BASIN REQUIREMENTS: Minimum Biofiller Floor Area (5% DA #56's Impervious Area)= 5,724 sf (j) Area of Elevation Total Area Elevation (ft) Forebay Volume (cf) () of Biofilt>er Volume (co Contours ContlDurs tV 496.40 1,417 0 496.4 7,191 0 498 1,973 2,700 498 9,251 13,119 500 2,780 E 7,430 1 500 11,917 34,231 501 13,198 46,783 W U y- c U-C w C 06 Z w s to J ° Q G w F- G < L W L L9 C Ce W TyP. I�f Inletl!AnN11 �' \\ OS,tletlAm � � �• � t tt 7 1-44 A i It tr r A _ ~r e° w vent Cast In Top 81eb And & Va i Dry O.D. AnirYpWa CAW r.D. r Nal11F 1XIM r II r VOL (1.) An"045a devloe PW emd Neer) Mm deck ed In emordenoe with AstM c4478. Sofflon 11 11 P.) DOWN on" 10 o e veredoee d ASTM e4re. (3.) het AMPS, (AMPS, botkW dinvloe I.D. Ind rlsw O.D.) is pNEW then outlet area. (Ann d ftw I.D.) (4.) 84ab nMotowMPM b by AMM A615 94 bars O 8' E.W. Chutrdewollol veh teu my tto be Aw= t G 0.180 2 X 5 W2.5 X W2.5 VAIF nmhiaYxtt: Win lei pmp rdm PQ- 4,6000 PA.t., L- e0AW P.O. Conaele oowrever m4Id. CaNt etacover5vertshrot0011to (CCM) ■ 1', Ulm noted ."e 1o0v. A0 Uentrro,a.u6yer«" to raen.a4dra (5.) DJ-1 Frmw & Gne Is evold" kw 4W IA. rfewsand WaVv. apat8loruNrt - Pn08d Anti-Vorffsx Davies (Cap and RIW) VA 14.1 03 -1546 IL TOP OF FOREBA Y DAM WD TH= 3.0' AT AN ELEVA TION= 500.00 100 YEAR W. S E. = 499.97 10 YEAR W. S E. = 499.41 2 YEAR W.SE. =498.88 3.6 FOREBA Y SPIILL WA Y J CONC. LINED ELEVA 770N= X496.40 SPILL WA Y FOREBAYSPILLWAY NTS (2 (YEAR STORM DOES NOT CRES' T EMERGENCY SPILL WA Y) 100 YEAR W. S E. = 499.97 10 YEAR W .S E. = 499.41 TOP OF DAM WIDTH= 10' AT AN ELEVA 770N= 501.0 1.03' OF o FREEBOARD' EMERGENCY SPILL WA Y - N ELEVA 770N= 499.0 •r, g `-- CONC. LINED SPILL WA Y F4MFdRGENCYSPILLWAY NTS 'GRAN�G a DRAINAGE AREA PLAN :�- FOR REI 3' PoRtilBAr OF DAY '= �- 60O. ' ° CS LID D'alli w -k: 1 i :I At S I{ B 15 XYL) 1489.0 lot �\ aD LTaR R \ \ LOO y 1 Y1MR��r:: \ 76 GI 'Re' /' Tbt PZPZ / Alt' QC , !>'! \` /l�PJ*M in SWIM ` P�0 SHALL S 3 rg CAD " �AD• S ^aSOAA AQCaSSLIOHAM �1 YCaaD \Sim 7 \ Bif%ter Pl Detail ` t 1 E qlI 130 � •r- 'u -u =ir i��II11 itJl I a� -7PRO #C �YOL W 7.4 90 Y ' DING & DRAINAM IKEA FOR REIPAW-\ l * I Water Quality Volume Requirements: i� SIORETEN7'ION BASIN FOREBAY REQUREMENTS: •-+ W Minimum Forebay Volume= 0.25 inches per impervious square acre Forebay Depth to range from 4'-6' Z Impervious Area= 114,475 sf W Minimum Forebay Volume= 2,385 cf N U BIORETENTION BASIN REQUIREMENTS: Minimum Biofiller Floor Area (5% DA #56's Impervious Area)= 5,724 sf (j) Area of Elevation Total Area Elevation (ft) Forebay Volume (cf) () of Biofilt>er Volume (co Contours ContlDurs tV 496.40 1,417 0 496.4 7,191 0 498 1,973 2,700 498 9,251 13,119 500 2,780 E 7,430 1 500 11,917 34,231 501 13,198 46,783 PVC UNDERDRAIN, SPACED PER PLAN, SLOPE TO DRAIN BIOM7ENTIONBASIN SEMON NTS R. COLLIN �SZ No. 35791 1 ZONAL eA J Z O 00 U) C z Z ,*,j g ° 0 U) 0 1" ~ N z CG J z W ce a N a w z w < � J U o a F- > A L tJ � W V /■ a) 0 L Q > ` W U C� C� L v 0 b t N "' w 0 aoC U) ° JOB NO. 102036 0 0 SCALE ° AS SHOWN ° SHEET NO. o 27 a: i� •-+ W W CY) Z M Z W N U M ; ;;p ( (j) o 0 0 tV (O Q Q U W J d Q a W U y- c U-C w C 06 Z w s to J ° Q G w F- G < L W L L9 C Ce a 0 W W F F- Z QV_ W Q W W W WS, L Q � I ■ ■ ■ ■ Z Z C Ul F > o o F.., w o � �° W z it w C!� r r ^ a a z_ W Z _TTj i I L_ SC R. COLLINS�t No. 35791 i \ A \� \ �) / l \� 1 101VAL 0INVAL e FI,,, r111' z Xz 7 \j / 7 J V v / / l .L.- -r" --/ ./ /�/'// \ ` I , -.._./ i -" -ti' --•^ ` 1 41 \ '�� /r l // /� �' /, / I � - - =`f ,�,✓ ^� ,�\ ._ � � \ \' � �` -.,\ \� j ! / /-_� \ � <\ /1 \ � 1/ ;' / / i' I 1 �, > �•- J' \\� ! , �\ ' / �/ 1 - -- _ __ -._� \ � /� � f \- � �l l / / 'l'w \ I l / \ \\\� _�•_ -� \ i-r Z 0 CO ce r w) 4 Y" v 4 Lu z 'X� 0 7 V/ -� tom, ._\, ± / i � /,f \ � -\ \ \S- „ _� , , �-' _ ) I � / / / � Z---- ' � 1� I \ \v / ­ ' z KUL BODY IZZ WATER \\ / i, > C / Q / / - - _ -ice _� /i, /-,\- - . I /' i 1 -�� < \ \ \ / ) 0\ Q� (TYP r z r Lu ce _j J W TTESVI ' � t\ t � I '� � � l I � � — -'.ter' ,., \ v t t � � l � � � I � AIRPO � �� �� � �,� , - - -- __� 1 r \V � � � - -_, � A r �' � ' _v- > LBEMAR C-4 D.A #3 I "J/ D.A.=227.360c. 1 \\ \ \ S> , / / ) / \\;,, -`._�� 1 1 -\ f- - / / /; ; '/ ��`� _ >\ s f _ / -\, CN=73.3 L —Q� —YR. PEAK FLOW=206.87cfs D 2 10—YR. PEAK FLOW =44( 08cfs W Lu t '0 uj r 7p u I ) ,.f.,. }-, ' / ` - _✓ / \ fp y h AN" ED NO 0 0 Z ` \. -'v `,- \ _ `.` \'- J 1 , (� .` -\ /� �--/ � / O 1 I O 1 / -_ -i / I � ..^-- ) - - \ ` / 111 � ) \\ / ( 1 /' / S �� 1, '/ \`_ % i % /r; l f �/ / i. __ �"`- -\-�,/�1 � ir ' !y -----' J _ --- '- - _- \ / r l � r r\ / \ . \�: �\ _ ` --'' -� � \--- -'�'( } � l � i j `•Jf (, � f / / / IQ� -4 POST-DEV. D.A iF2 //Y/ L b.A.-16.370C. 4-7 Lu ty CN-64-9 2–YR. PEAK FLOW=1 0.34c% \ _ o / / /' _ 0 VO OVAV Lin 11 \< -7, J J/ Ir Ar U-i E-4 L9 uj cj6 > v UtV. D.A F1 152 POST- ----- --- L D.A.-333ga—c 10TA UJ < 1 �^ l 1 �!' - WEIGHTED CN 83. \ \ \ \ 1 _1 , f \ 2 YR. K FLOW- 17.81a- D 71 ­1 1 0 ✓ cy AK ELD \ \, �- I _ - -- - 1 i, I \-� \ - - d J I I i o o Lu LLJ CIS I -utv. DA *0 _ - - - -- 1 \� / �, _� 1 Z DRAINAGE AREA IS APPROXIMATELY z =89.4 J Q - ; < \N\ L D.A. 2ac. ul F-4 0 W EXISTING CULVERT CROSSING YR. PEAK FLOW= 28.04afs /* THE LOCATION WHERE THE PKUJt�_. 2-\ Q f / 4 \ �. < i% OF THE OVERALL CONTRIBUTING Lu ( )nZ j/ // __, / ` - �� �� I ' \ ` \ ' _ \\ `� / DRAINAGE AR / \ \ ` ��� �,/ �r EA 7'1 CL U % NO 7::L- Ln T f MOV)ETHEATE I�TRARCg& W THE-ATE \ o L \ \ �_ ` \ _.� \ \ _\ , _ — t -� �/ 0 V. D.A #LA 101, D.A.=5.95ac. uj -94.1 & 4. Ivac.j A #5B: (CN=84.4 & 4.16ac.1 A #5A: (CN –YR. PEAK FLOW= 25.18afs U PE W= 39.9 -7 v, kf �'j b �" r /� \ f- ____..� \ 1 } \ �- ( l = __. - ` 7�1�- �\ _,-i =i "� '� \. \ - /. /, \ \�� J / \ \ JOB NO. j 102036 -__._,I ! - -J / - -\ � j' { � i ',\ , \ � \� \ L /\ \ � \ + '--^ -- __ .-\\ tJ � - -" _ -_.._. -- � \\ � __- '- '-- '_ ----__ - _ _., , �! -� / /_.,i \ . �\ J -. � _/r '�Ii -./ SCJ01� V L j L s R COLLINS� SC 0. ,� _._ __ ___ -- -__, , ; / " _ � I f / Irv\ �� - � '`� v I �l � ' � v� vv` ,�,, > > ')� � � _ � O � I � -� ��� i - / � � � � ---w�" � J ,1 / /-- � \ \v �o rC)N 3r5 7 91 \< Z� _• \.; 'r r - J , ` t J ; ? ; \ \ __ / /�` \ 1 =300' lo j SHEET NO '\ �,�) / / \ � � \, 28 f g, .AI�,`�VI�► IVA "'I'l lw k, N= pul gwo VAN •• Y ■11�, 4�i.w,ytr rl 11�11��� ANN OFF dr MEINERS- NINE! 11 FUTURE RESTA RANT 1p in's - Ij -vv 1olrou 14+UU 14 +50 15 +00 15 +50 16 +00 16 +50 17+00 17+50 18+00 18 +25 5 VERTICAL 0 2.5 5 ( IN FEET 1 inch = 5 HORIZONTAL 25 50 ( IN FEET 1 inch = 50 SCALE 10 f t. SCALE 100 i ft. NOTE.• ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICA TION 303.04. NOTE ALL FILL SHALL BE PLACED 959' COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. f� TT R. COLLINSZ No. %35791 ,2h IoliSl,P w� 'OVAL S- O .-4 11 O o\ J Z o m N z u Z S o° W oN J U) 0-4 ?u Z Ind M Z > Z W W ak N O .-4 11 O o\ Q] w F- M Z M W N U 20; Z o N 0(3 200 N Q W z O O W W �Lu W Z ,w Cz ^ � LU O j NO F�1 U. C o c -- 0 o o W w C C O U L9 Q CL n � F--o v» -57: �� O WC � Z N L a a Q, X U �� W C o a, � 7 U F— Q w 1 LJLJ Q O s C:. c ul lil w l�-♦ 0 ii T v v v r_ 0° F--4 o O � C � 7 Z �`- C TT� V1 W O Ld u r C-+1 Z � O z w W W -Q (/) C v WJ ^ QL Z p� J H U Coo V)Y J� W L O aU OL Q - w O N U � O g4 W U.. U N C N � O O C OC N t7u 7 E CA- - 0 JOB NO. c 102036 0 SCALE 1 " =50' v U W C 0 O O SHEET NO. n ° 7 a� a Q) 4) T F- O LEGEM EROSION & SEDIMENT CONTROL EROSION CONTROL NOTES ROAD MEASURES: APP 7701V OF PLANT RESIDUES OR OTHER SUITABLE MA7FR/ALS TO THE SOIL SURFACE. TO RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED ES -1: UNLESS 0774ERMSE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION -= - _.. - EXISTING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE AND SEDIMENT CONTROL PRACTICES WKL BE CONSTRUCTED AND VOOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN CULVERT WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF NECESSARY 70 ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING: THE VIRGINIA EROSION AND SEDIMENT C0N7ROL HANDBOOK AND VIRGINIA Q DROP INLET & STRUC71JRE NO. REGULA77ONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REPAIRED IMMEDIATELY 3.01 ,SAFETY FENCE REGULA 77ONS, 2Q ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE 70 BE REMOVED CURB A PR07EC77W BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077RED ONE WEEK PRIOR TO WITHIN 30 DAYS OF FINAL SITE S TABIUZA 770N, WHEN MEASURES ARE NO LONGER TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. THE PRE - CONSTRUCTION CONFERENCE; ONE WEEK PRIOR TO THE NEEDED, SUBJECT TO APPROVAL BY 7H£ EROSION CONTROL INSPECTOR. CURB &GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED COMMENCEMENT OF LAND DISTURBING AC7714TY, AND ONE WEEK PRIOR 70 21. 774E E &S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S CONTROLS AS UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY 7HE PUBLIC. THE FINAL INSPECTION. NECESSARY IN 7HE FIELD AS SITE COND177ONS CHANGE. IN AD017I01% NO SEDIMENT PROPOSED PAVEMENT ES -3•ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR --, 3.02 CONSTRUCTION ENTRANCE EC -3A DITCH A STABILIZED PAVED CONSMUC770N ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF TO OR AS THE FIRST S7EP IN CLEARING ES -4: A COPY OF 7HE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL VEHICULAR INGRESS AND EGRESS ON A COINSMUC710N SITE TO REDUCE 771E AMOUNT OF BE MAINTAINED ON 174E SITE' AT ALL TIMES SOIL DESCRIPTION DEPTH OF EC -3A DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. ES -5 :PRIOR TO COMMENCING LAND DISTURBING AC77WTIES IN AREAS OTHER THAN 6" CONSMUC7701V ENTRANCES SHALL BE INSTALLED AS SHOWN ON 774E PLANS TO REDUCE 174E SHADE AND 07HER ENVIRONMENTAL BENEF77S WHILE THE LAND IS BEING CONVERTED FROM AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE MYERSVILLE SILT LOAM, 2X TO 7X SLOPES SOIL IS WELL DRAINED, WITH EC -2 O/TCH BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A MORE 7HAN 80 IN. DEPTH TO THE WATER TABLE. MADE FROM RESIDUUM 303 COIVS7RUC770N ROAD STABILIZA770 SUPPLEMENTARY EROSION CONTROL PLAN TO 774E OWNER FOR REVIEW AND 6" DEPTH OF EC -2 DITCH 774E TEMPORARY STABILIZA7ON OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND APPROVAL BY THE PLAN APPROVING AUTHORITY. OTHER SITE VEHICLE 7RANS DORTA77ON ROUTES NTH STONE IMMEDIATELY AFTER GRADING. TO ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADD17IONAL "'-"" EARTH DITCH REDUCE EROSION OF TEMPORARY ROADBEDS BY CONSIRUC77ONV TRAFFIC DURING WET WEATHER EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY AND TO REDUCE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN SEDIMENTA77ON AS DETERMINED BY 174E PLAN APPROVING AUTHORITY. PRESENT HEAL7H HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DRIVEWAY CULVERT 774E 77ME OF IN177AL GRADING AND FINAL STABILIZ47701V. USE WHEREVER STONE -BASE ROADS ES -7-ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL DUST CON7ROL MEASURES SHALL BE EMPLOYED 70 PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONS7RUC710N. MEASURES EMPLOYED SHALL BE IN ACCORDANCE NTH 774E OR PARKING AREAS ARE CONSTRUCTED, WHETHER PERMANENT OR TEMPORARY, FOR USE BY MEASURES AT ALL 77MES DURING LAND DISTURBING ACTIVITIES AND DURING VESCH. BENCH MARK CONSTRUCAON TRAFFIC. SITE DEVELOPMENT UN77L FINAL STABILIZATION IS ACHIEVED. 3.05 SIL T FENCE,• ES -8: DURING D£WA 7ERING OPERA 7701VS, WA TER WILL BE PUMPED INTO AN _ - - CLEARING LIMITS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHE77C FILTER FABRIC SMETCHED APPROVED WA7E'R FILTERING DEVICE. ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES VDOT STANDARD STOP SIGN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING C0NS7RUC770N OPERA7701VS IN PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ORDER 720 PREVENT SEDIMENT FROM LEAVING 7HE SITE, AND TO DECREASE THE VELOCITY OF ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 774E EFFEC77VENESS - -- - - 200-- - - - EXIS77NG CONTOUR SHEET FLOWS AND LOW - 70- MODERATE LEVEL CHANNEL FLOWS 774E SILT FENCE BARRIERS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA7FLY. SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES 70 FILTER SEDIMENT Zpp PROPOSED CONTOUR LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSpEC1E0 IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & 240.55 PROPOSED SPOT ELEVATION I SEDIMENT CONTROL HANDBOOK (VIESCH). EROSION CONTROL NOTES 1-11, 18C DENOTES TO"ACK OF CURB 3.09 TEMPORARY DIVERSION DIKE- TAB DENOTES TOP OF BOX A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT 7HE 70P OR BASE OF A SLOPING I. 174E PLAN APPROVING AUTHORITY MUST BE NO77FIED ONE WEEK PRIOR TO 774E DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM PRE- CONSTRUC7I0N CONFERENCE, ONE WEEK PRIOR 70 774E COMMENCEMENT OF LAND UNPROTECTED DISTURBED AREAS AND SLOPES 70 A STABILIZED OUTLET. TO DIVERT DISTURBING AC77VIlY, AND ONE WEEK PRIOR TO THE FINAL 1NSPECTTCNN. ak VIRGINIA EROSION A• SEDIMENT CONTROL SEDIMENT- -LADEN RUNOFF FROM A DISTURBED AREA 70 A SEDIMENT- TRAPPING FACILITY SUCH 2 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND ERAS /ON CONTROL HANDBOOK SPECIFICATION NUMBER AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE NHFJ?EVER STORMWATER RUNOFF MUST BE MAINTAINED ACCORDING 720 MINIMUM STANDARDS AND SPECIFIC477O/NS OF THE VIRGINIA * TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS W ��� S17E DURING CONSMUC770N. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS (ST69 I" I 17 `1 -T-r] S7RA W BAIL BARRIER 3.04 MONTHS OR LESS, WHICH CAN BE PROLONGED W17H PROPER MAINTENANCE. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS �/ THE FIRST STEP IN CLEARING. se TEMPORARY DIVERSION DIKE 3.09 3.13 TEMPORARY SEDIMENT TRAP: 4. A COPY OF 774E APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT NTH A MAINTAINED ON 174E S/7E AT ALL TIMES ST e STONE OUTLET. TO DETAIN SEDIMENT- -LADEN RUNOFF FROM SMALL D1S7URBED AREAS LONG TEMPORARY SEDIMENT TRAP 3.13 ENOUGH TO ALLOW 7HE MAJORITY OF THE SEDIMENT 70 SETTLE OUT: USE BELOW DISTURBED 5. PRIOR TO COMMENCING LAND DISTURBING AC77V177ES IN AREAS OTHER IRAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT UMITED 70, OFF -SIZE BORROW OR WASTE AREAS WHERE 774E TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE 7HE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN SB QM SEDIMENT BASIN J. 14 SEDIMENT TRAP WILL BE USED NO LONGED? THAN 18 MONTHS, AND IT MAY BE CONSTRUCTED TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EITHER INDEPENDENTLY OR IN CONJUNC77ON WITH A TEMPORARY DIVERSION DIKE. 6. THE COIVMAC70R IS RESPONSIBLE FOR INSTALLATION OF ANY ADD17701VAL EROSION CONTROL MEASURES NECESSARY 70 PREVENT EROSION AND SEDIMENTATION AS a INLET PROTECTION 3.07 314 TEMPORARYSSEDIMENT BASIN: DETERMINED BY 174E PLAN APPROVING AUTHORITY. Wd A TEMPORARY BARRIER OR DAM NTH A CONTROLLED STORMWATER RELEASE STRUCTURE Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. 3.05 ALL 71MES DURING LAND DISTURBING AC71VI77ES AND DURING SITE DEVELOPMENT UNTIL SF SILT FENCE TO DETAIL SEDIMENT- -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND `1DRY" STORAGE FINAL STABILIZA7701V IS ACHIEVED, LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT APPLIES BELOW B DURING DEWA7ERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED CE DISTURBED AREAS WHERE 7HE TOTAL CONTRIBUTING DRAINAGE AREA IS EQUAL TO OR CONSTRUCTION ENTRANCE 3.02 GREATER THAN THREE ACRES THERE MUST BE SUFFICIE7NT SPACE AND APPROPRIATE' FILTERING DEVICE 9. THE CONTRACTOR SHAM INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND TOPOGRAPHY FOR THE CONSMUC770N OF A TEMPORARY IMPOUNDMENT. AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CD ' CHECK DAM 3.20 318 OUTLET PRO TEC770N: CLEANUP TO MAINTAIN THE EF7EC77VENESS OF 174E EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPA77NG DEVICES PLACED 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 21 s AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS TO PREVENT SCOUR AT TEMPORARY FILL DIVERSION 3.10 STORMWATER OUTLETS. TO PROTECT THE OUTLET STRUCTURE; AND TO MINIMIZE THE POTENTIAL 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, SKIMPS, W100D, RUBBISH, AND FOR DOWNS7REAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCE'NIRATEO 0THE? DEBRIS. STORMWATER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COAIPLE7701V PER DV SECRONS DIVERSION 3 12 ZONING ORDINANCE SECTION 5.1.28. 13 ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SEC77ON 13 -301 319 RIPRAP: OF THE CODE OF ALBEMARLE. PS PS A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE NTH PERMANENT SEEDING 3.32 FILTER FABRIC OR GRANULAR UNDERUINING TO PROTECT THE SOIL FROM THE EROSIVE 14. BORROW, FILL OR WASTE ACTIVITY INVnL.VING lNOUS7R/AL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7.•00 AM TO 9:00 PM. FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCEN7RA1E-D RUNOFF WHILE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT TO t-- TO 0 ENHANCING THE POTENTIAL FOR /NFILMA77ON, AND TO STABILIZE SLOPES WITH SEEPAGE TOPSOILING 3.30 PROBLEMS, AND /OR NON - COHESIVE SOILS USE WHEREVER SOIL AND WATER INTERFACE AND MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY 174E SOIL CONDI770N.% WATER TURBULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., PUBLIC STREET BECAUSE OF SUDE% SINKING OR COLLAPSE. 0 ARE SUCH THAT 174E SOIL MAY ERODE UNDER 774E DESIGN FLOW CONDITIONS CULVERT INLET PRO1E'C7TON 3.08 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT ST27RMNATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL 1, TEMPORARY SEEDING: EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF THE ESTABLISHMENT OF A TEMPORARY VEGETA7IVE COVER ON DISTURBED AREAS BY SEEDING ANY LOT, UNIT, BUILDING OR OTHER POR710N OF THE PROPERTY. 0 DC DUST CONTROL 3 39 NTH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SE7IMENTA770V BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL 1Z TEMPORARY STABILIZA7ON SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN 774E MONTHS OF SEPTEMBER 720 FEBRUARY 70 GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND CONSIST A 50150 MIX OF ANNUAL RYGRASS AND CEREAL WINTER RYE OR IN MARCH 750 RUNOFF TO DOWNSTREAM OR OFF -SITE AREASs AND TO PROVIDE PRO7EC770N TO BARE SOILS TEMPORARY SLOPE DRAIN 3.15 EXPOSED DURING CONSTRUCTION UN77L PERMANENT VEGETA7ION OR OTHER EROSION CONTROL AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF CAN BE GERMAN MILLET STRAW MULCH IS TO BE APPLIED AT 80IBS/fOOSF. ALTERNA71VES ARE MEASURES ESTABLISHED. SUBJECT TO APPROVAL. BY 774E EROSION CONTROL INSPECTOR. SA 3.32 PERMANENT STABILIZ471ON: SAFETY FENCE 3.01 PERENNIAL VEGETATIVE COVER ON DISTURBED 18. PERMANENT STABILIZATON SHALL BE LIME AND FER77LIZER, PERMANENT SEEDING AND MULCH. AGIR /CUL7URAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS17000SF, 774E ESTABLISHMENT OF AREAS BY PLANTING SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FER7TUZER 94ALL BE APPLIED AT PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER MAT IS ECONOMICAL, ADAPTABLE 70 1000LBS/ACIRE AND CONSIST OF A 10 -20-10 NU7RIENT MIX. PERMANENT SEEDING . ® TEMPORARY RICH I- OF- WAY 3.11 SITE CONDITIONS; AND ALLOWS S£LEC7701V OF THE MOST APPROPRIATE' PLANT MATERIALS TO SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL DIVERSION IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLE77ON11 OF FESCUE AND 0 -5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS COIVSMUC7701V AC77VI77ES, ALL AREAS WILL RECEIVE A PERMANENT WEGETA77VE COVER. 720 BE APPLIED AT 80LBS1IOOSF. ALIERNA77VES ARE SUB, ECT TO APPROVAL BY 774E EROSION CONTROL INSPECTOR "QIItCK R>!'iERENCE FOR ALL REGIONS• Raft Sept. I - Feh 15 50/50 Mix of Annual Ryes u- mvwomum & 50-100 Cereal (Vftiar) Rya (Wisisalasamalel Feb. 16 - Apr. 30 Anaaal Ryagrm 60-100 (T alum muhI41m May 1 - Avg 31 German Milkt 50 Souroc. Va. DSWC -16 ampm •- wfr: mm CORRECT ME7HQD5 OF TREE FENCING ��• ' A , . L._ , .r• 4 •o CORRECT TRUNK ARMORING so TRIANGULAR BOARD FENCE ORANGE SILT LOAM, 2X TO 7X SLOPES SOIL IS WELL DRAINED, WITH 12 TO 36 IN. DEPTH TO 174E WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM HORNBLENDE GNEISSy THIS SOIL HAS CONVEX DOW9Y 638 AND ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF PONDING OR FLOODING AND A VERY LOW KSAT WITH MODERATE' WATER CAPACITY. RABUN CLAY LOAM -2X TO 7X SLOPES SOIL IS WELL DRAINED, WITH MORE THAN 80 INCHES TO 7HE WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM GREENSTONE, THIS SOIL HAS CONVEX DOWN AND 718 - ACROSS -SLOPE SHAPE. NO FREQUENCY OF PONDING OR FLOODING, MOOERATE WA TER CAPACI TY AND MODERA TEL Y HIGH TO HIGH KSA T. RABUN CLAY -7X TO 15X SLOPES, SOIL IS WELL DRAINED, MODERATELY HIGH TO HIGH KSAT, MORE THAN 80 INCHES TO 174E WATER TABLE, NO FREQUENCY OF PONDING OR FLOODING, MODERATE WA TER CAPACI TY,, MADE 72C3 -FROM RESIDUUM WEATHERED FROM GREENSTONE. UDOR7HENTS, LOAMY -2X TO 25X SLOPES. SOIL FROM RESIDUUM WEATHERED FROM GRANITE AND GNEISS, WITH MORE THAN 80 INCHES TO THE WATER TABLE, NO FLOODING OR PONDING, AND CONVEX DOWN AND ACROSS -SLOPE SHAPE. STORMWA TER RUN -OFF CONS/DERA 71ONS.' CONSTRUCTION OF IRIS PROJECT WILL HAVE AN EFFECT ON PEAK RUN -OFF RATES DUE TO AN INCREASE IN QUAN77TY AND VELOCITY OF THE RUN -OFF. IN PHASES I & If OF THE E &S PLAN THE IMPERVIOUS AREA IS NOT INCREASED, BUT 174E GRADING IS CHANGED. IN THE FINAL BUILD OUT OF PROPOSED CONS7RUC770N PHASES I & If THE IMPERVIOUS AREA WILL BE INCREASED WITH PROPOSED ROADS AND TOWNHOMES THE SEDIMENT BASIN WILL BE CONVERTED TO A SWM FACILITY TO DETAIN AND TREA T 174E RUNOFF. SEE SWM PLAN FOR DETAILS DESCRIPTION OF EROSION 10G, SEDIMENT EROSION CONTROL NOTES & NARRATIVE CONTROL MEASURES: . EROSION AND ,MD,T CNRO, MEasuRES PURPOSE. THE PURPOSE OF THIS LAND DISTURBING AC77WTY IS TO MASS GRADE 7HE ROAD NETWORK AND LOT PADS IT IS AN7IGIPATWED 70 USE CONSMUC770N ENTRANCES, DIVERSION DIKES, A SEDIMENT BASIN, A FOR C0NS7RUC710N OF THE MOVIE 7lHEA7ER AT HOLLYMEAD 7014910EN7ER. THE TOTAL AREA TO BE DISTURBED SEDIMENT TRAP, AND SILT FENCES WILL BE INSTALLED 70 CONTROL SURFACE DRAINAGE. WTH THIS PHASE OF DEVELOPMENT IS 11.68 ACRES TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AC771477ES. EXISUM SITE QMD1WN� TEMPORARY STOCKP2E AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM THE 577E" HAS AN EXIS77NG HIGH POINT THAT EXISTS ON AN SOIL STOCKPILE 7HAT DIVIDES THE S17E DRAINAGE AREAS TO BE GRADED AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE ON INTO TWO MAIN AREASy TOWARDS AN EXIS77NG SEDIMENT BASIN ON 774E WESTERN BORDER OF THE SITE, AND 577E AND SHALL BE STABILIZED WITH A TEMPORARY WOETA71VE COVER. PERMANENT SEEDING WILL TOWARDS AND EX1S77NG SEDIMENT BASIN ON THE SOU7HWES7ERN BOUNDARY OF 774E SITE. 7HE VEGETATION BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION IS MOSTLY GRASS, STRAW, AND MUD. WOODED AREA EXISTS TO THE WEST OF THE PROPERTY. AC77VI77ES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED ADJACENT AREAS., AREAS NHICH WILL BE LEFT DORMANT FAR A YEAR OR MORE. SELEC7701V OF SEED MIXTURE WILL TH /S SI7E INCLUDES PARCELS OWNED BY ROUTE 29 LLCC, THE SITE IS BORDERED TO THE NORTH TOONCENTFR DEPEND ON 7HE 71ME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DRIVE, TO THE NORTH BY RESIDEN77AL PROPERTIES, AND TO THE SOUTH BY KOHL'S SHOPPING CENTER. DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS OFFS/7E LAND DISTURBANCE. SHALL BE SEEDED THIN FAST GERMINATING VEGETATION IMMEDIATELY FOLL0 NNG GRADING OF THOSE NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE IS TO OCCUR WITHIN THE UMI7S OF AREAS SELECTION OF SEED MIXTURE WILL DEPEND ON 774E 71ME OF YEAR APPLIED DISTURBANCE AS SHOWN. CONSTRUCTION ENTRANCE: CRI77CAL AREAS - A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT 7HE POINT OF THERE ARE NO CRI77CAL AREAS LOCATED WM7HW THE PROJECT LIMITS, HOWEVER CARE WILL BE TAKEN TO VEHICULAR INGRESS AND EGRESS ON A CONSMUC770N SITE. 720 REDUCE 774E AMOUNT OF MUD AVOID ANY DISTURBANCE TO THE GREENWAY AREA LOCATED TO THE WEST OF THE PROJECT. TRANSPORTED ON70 PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. Mks: C0NS7RUC770N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE SOILS MAP IS INCORPORATED INTO THE EROSION C0N71?OL PLANS WITH SOILS DATA INCLUDED WTH THIS AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS NARRA77VE. j;ONS7RUCDON ROAD5TABILL2„A70N_ SEQUENCE OF COI11S7RUC7I0N: 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE- CONSIRUC770N MEE77NG AS REQUIRED. THE TEMPORARY STABIUZA7701V OF ACCESS ROADS SUBDIVISION ROADS PARKING AREAS, AND 2 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT 774E OTHER ON -SITE VEHICLE 7RANSPORTATION ROUTES WITH 21A STONE IMMEDIATELY AFTER GtRAD/NG. APPROVAL FROM THE INSPECTOR ON THE PROJEECT. TO REDUCE THE EROSION OF TEMPORARY ROADBEDS BY CONSTRUC770IV 7RAFF7C AND 70 REDUCE 3 INSTALL THE PAVED CONSTRUCTION ENTRANCE WITH WASH AREA AS SHOWN ON THE PLANS. CONSMUC770N THE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN 7HE 77ME OF ENTRANCE TO BE INSTALLED WHERE CONSTRRUCRON VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, IN177AL GRADING AND FINAL STABIUZ4710N. CO1VSTRUC770N ROAD STABIUZA770 N WILL BE APPLIED PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO 70 7HE PARKING AND STAGING AREA (4" DEP7H) AND AT THE ENTRANCE OF 7HE PROJECT (8" THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, 774E ROAD SHALL DEP71 ). BE CLEANED THOROUGHLY AT 174E END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 774E ROADS BY SHOVELING OR SWEEPING AND 7RANSPORIING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SILT FENRA SHALL BE ALLOWED ONLY AF7E R SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE PARKING AND A TEMPORARY SEDIMENT BARRIER CONSyS11NG OF A SYNMEJIC FILTER FABRIC STRETCaHET1 ACROSS STAGING AREA WITH CONS7RUClIDN ROAD STABIUZAION. CONS7RUCT70N ROAD STABILIZATION SHALL AND ATTACHED 7i7 SUPPORTING POSTS AND ENTRENCHED. T27 INTERCEPT AND DETAIN SMALL CONSIST OF 4" OF 21A GRAVEL IN THE PARKING AREA, AND 8" OF 21A GRAVEL IN ANY PORTION OF 774E AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO CONSTRUC77ON ENTRANCE WHICH IS UNPAVED. PARKING AND COVSTRUC710N ENTRANCE AREAS SHALL BE PREVENT SEDIMENT FROM LEAVING THE 97E 720 DECREASE THE VELOCITY OF SHEET FLOWS AND CLEARED OF ALL VEGETARON, ROOTS, OR OTHER OBJECTIONABLE MATERIALS BEFORE CONSTRUCTION ROAD LOW -TO- MODERATE LEVEL CHANNEL FLOWS 7HE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN STABIUZA770N IS INSTALLED. SLOPE OF AREAS WITH MINIMAL GRADES 70 FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS 4. INSTALL THE IN177AL CONS7RUC0N MEASURES AS SHOWN ON THE PHASE l EROSION C ON 7ROL SHEET. THIS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN INCLUDES SILT FENCE, DRAINAGE DITCH, AND TREE PROTEC770N, MEASURES W7ENDED TO TRAP SEDIMENT ACCORDANCE WITH 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). SHALL BE CONS7RUC7ED AS A FIRST STEP WIN ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE PERMANENT STABIUZATIOW: FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLAN77NG SEED. 5 IN ADDITION TO ENSURING THAT THE PAVED CONSTRUC7I0N ENTRANCE IS INSTALLED, INSTALL ANY 70 REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY REMAINING EROSION CONTROL 17EMS AS SHOWN ON 774E PHASE 1 EROSION CONTROL PLAN. 6. ONCE ALL THE EROSION CON7ROL /TENS HAVE BEEN INSTALLED AS SHOWN ON 774E EROSION CONTROL PLAN STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE 70 VIE CONDITIONS, AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, 774E CONTRACTOR CAN BEGIN AND ALLOWS SELEC710N OF 7HE MOST APPROPRIATE PLANT MATERIALS 720 IMPROVE WILDLIFE GRADING OPERAAONS. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS HABITAT. 127 ENHANCE NATURAL BEAUTY. UPON COMPLE7IGIV OF GOIVS7RUCIIAN AC71VII7ESa ALL DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. AREAS WILL RECEIVE A PERMANENT WGETA77VE COVER. Z ROUGH GRADE 7HE S17E TO THE CONTOURS SHOWN ON THE PHASE # EROSION CONTROL PLAN. INSTALL TEMPORARY SEEDING• DIVERSION DIKES, AND MODIFY 774E EXIS71NG SEDIMENTS BASINS AND RELATED S7RUC7URES AS SHOWN ON THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING NTH THE PHASE I & If EROSION CONTROL PLAN. INSTALL 7HE WALLS AS SHOWN ON THE PHASE If EROSION AND APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SED/MENTA770N BY SEDIMENT CONTROL PLAN IN ACCORDANCE WTH WALL DETAILS PROVIDED. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT 70 FINAL GRADE FOR A PERIOD OF 8. PERMANENT OR TEMPORARY SOIL STABILIZA770N SHALL BE APPLIED TO DENUDED) AREAS WITHIN SEVEN MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOW 4SMEAM OR DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABIL/ZA1101V OFF -S17E AREASy AND 70 PROVIDE PROIEC77ON 70 BARE SOILS EXPOSED DURING CONSTRUCTION SHALL BE APPLIED WTHIN SEVEN DAYS TO DENUDED AREAS 7HAT MAY NOT BE AT FINAL GRADE BUT WILL UN77L PERMANENT VEGETATION OR 07HER ERmav CONTROL MEASURES CAN BE ESTABIJSuED REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZA7701V SHALL BE APPLIED TO AREAS THAT ARE 70 BE LEFT DORMANT FOR MORE THAN ONE YEAR. DUST CONTROL: 9. INSTALL IHE U71U71ES INCLUDING STORM SEWER AND ROUGH GRADE THE 5I7E 70 THE CONTOURS ON THE REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOIL117ON AND PHASE 11/ EROSION CONTROL PLAN. AFTER THE INSPECTOR HAS GIVEN PERMISSION, REMOVE SEDIMENT BASIN CONS7RUCTTON AC771477ES 1. FiL TERRA INLETS SHALL BE BOARDED UP UN77L 774E S17E IS STABILIZED. APPLY INLET PR07EC7701V TO 70 PREVENT SURFACE AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE STORM SEWER DO NOT VE CIE' AND VEIN DRILL THE HOLES 720 174E UNDERGROUND DE1EN770N SYSTEM UN17L 774E SITE IS THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL 7H HAZARDS, 7RAMC SAFETY STABILIZED. RUNOFF SHALL BYPASS THE UNDERGROUND DETENTION AND OUTFALL INTO SEDIMENT BASIN 2 PROBLEMS OR HARM ANIMAL OR PLANT LIFEE, 10. ONCE 774E SITE IS STABILIZED AND 774E INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF THE EROSION CONTROL MEASURES NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE DUST DURING CONSTRUCAOIN. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. STABILIZED AND THE INSPECTOR GIVES PERMISSION. TEMPORARY QUI RSON DIKE, MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY 774E LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WI7H 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 774E FILTERRA INLETS AND W41CH DIVERTS OFF -97E RUNOFF AWAY FROM UNPROTECTED SLOPES AND 70 A STABILIZED OUTLET, UNDERGROUND DETENTION WILL BE MADE AC77VE AT THIS 77ME. OR 70 DIVERT SEDIMENT- -LADEN RUNOFF 70 A SEDIMENT TRAPPING STRUCTURE. MAXIMUM 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER EFFECTIVE LIVE IS 18 MONTHS FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS TEMPORARY SEDIMENT TRAP: OTHERIISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED A SMALL PONDING AREA, FORMED BY C0NS7RUC77NG AN EARTHEN EMBANKMENT WITH A STONE SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY OU77-£T ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DIS71JRBED STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. AREAS FOR ENOUGH 71ME 727 ALLOW MOST 70 THE SUSPENDED SOLIDS 70 SETTLE OUT MAXIMUM 13. IF 7HERE IS SIGNIFICANT DELAY BETWEEN THE CONSTRUCTION OF THE PROPOSED DEVELOPED UNITS, EFFECTIVE LIFE IS 18 MONTHS SEDIMENT BASIN 12 WILL BE CONVERTED TO A TYPE 111 RETENTION BASIN AND SERVE AS A TEMPORARY TEMPORARY SEDIMENT BASIN: S70RMWATER MANAGEMENT FACILITY UNTIL THE FINAL STAGES OF CONS7RUC770N ARE COMPLETE. 774E FINAL A TEMPORARY BARRIER OR DAM WI7H CONTROLLED S70RMWATER RELEASE STRUCTURES WHICH IS S*V PLAN AND MS -19 CALCULA71ONS WILL BE PROVIDED WITH 7HE MOVIE THEATER FINAL WPO SUBMITTAL. SEEDING: FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A ORA/NAGEWAY. IT IS TEMPORARY SEED USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GRE47ER FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS 70 SETTLE OUT IT CAN BE TIME SHALL BE SEEDED WI774 FAST GERMINATING TEMPORARY VEGETA77ON CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM IMMEDIATELY FOLLOWING GRADING. SELEC77ON OF 774E SEED MIXTURE WILL EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT PROFESSIONAL. WILL NO T BE BROUGH T TO FINAL GRADE W1THIN 30 DA YS OUTLET PRO7EC710N: PLANTS SHOULD BE SELECTED APPROPR/A TE TO THE SEASON AND S17E 7HE INSTALLATION OF RIPRAP CHANNEL SEC77ONS AND /OR S77LLING BASINS BELOW STORM DRAIN COND177ONS FROM TABLES 3.318 AND 3.31C. N07E THAT TABLE 3.318 PRESENTS OUTLETS 7D REDUCE EROSION AND UNDER- CU77NG FROM SCOURING AT OUTLETS AND 70 REDUCE PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUA7ON OF S17E FLOW VFL'OCI7IES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS CONDITIONS, TABLE 3.31C PRESENTS MORE IN -DEPTH INFORMA77ON ON THE • AFETY FENCE, PLANT MATERIALS A PRO7EC7716 BARRIER INSTALLED 70 PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO MEASURE. GERMINATE AND GROW. SEEDBED PREPARA 77ON 1S ESSEN77AL. PERMANENT STABILIZA 1)ON AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE THE PER THE PERMANENT STABILIZA 71ON OF THIS EROSION & SEDIMENT ACTUAL NEED ALONG WITH SUGGESTED APPLICA 77ON RATES. CONTROL NARRATIVE AFTER CONSTRUCTION 1S COMPLETED, ALL DISTURBED AREAS OF 774E FERTILIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10 -20 -10 (14 LBS 11,000 S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT SO. FT.) OR EQUIVALENT NUTRIENTS LIME AND FER77LIZER SHALL BE STANDARDS. 7741S SHALL CONSIST OF THE FOLLOWING; INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. TOPSOIL - 2" DEPTH, LIME - 2 TONS /ACRE, IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FUR7HER FERTILIZER - 600 LBS /ACRE OF 15 -30 -15 ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPAC7ED, CRUSTED, OR SEED - ERNST 5311 CONSERVA 77ON SEED MIX - ERNMX -114 (45 HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS TRACKING WTH BULLDOZER CLEATS IS MOST LBS /ACRE PENNLAWIV CREEPING RED FESCUE, 37.5 LBS /ACRE ARGlLE EFFECTIVE ON SANDY SOILS. THIS PRAC77CE OFTEN CAUSES UNDUE COMPAC77ON KEN7UCKY BLUEGRASS, 37.5 LBS /ACRE PARK KEN71JCKY BLUEGRASS, 15 OF 774E SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID LBS. /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL PLANT GROWTH AS EFFEC77VELY AS OTHER METHODS OF SURFACE ROUGHENING. AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, MAINTAINED ON A REGULAR BASIS CUL77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MAINTENANCE.• MORE THAN 1 j INCHES DEEP. SMALL SEEDS, SUCH AS KEN7UCKY BLUEGRASS, IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC LEGUMES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS- A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND SEEDINGS MADE IN FALL FOR WNTER COVER AND DURING HOT AND DRY MAINTAINED IN ACCORDANCE W77H THE VIRGINIA EROSION & SEDIMENT SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. CONTROL HANDBOOK. J. J5, EXCEPT 7HAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR ADEQUATE. S7RAW MULCH SHOULD BE USED DURING THESE PERIODS SEDIMENT BUILDUP THA T WILL PREVENT PROPER DRAINAGE. lF THE AREAS WHICH FAIL TO ESTABLISH VEGETA 77VE COVER ADEQUATE TO PREVENT GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDEN77FIED. CLEANED, OR IT WILL BE REPLACED. FILTER FABRIC C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR ENTRENCHED s" UNDERMINING OR DETERIORA 77ON OF THE FABRIC AND REPAIRED AS COMPACTED SOIL 3' MINIMUM REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF THE BARRIER. =1 I I 1 D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE 7HA T A ___ _ - 1 -1 I -1 I I-I 11 -1 I (- GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND - =1�- -I =11-- I -I (1=1 -- „ �1N, - � I TIC I I- 11= I � I I -III- III ==1� 1! I - -1 RESEEDED AS NEEDED. 24 = -1 I I X1--1 {�T-I =111.= Tall -1 I I i I Ml T i Tl l 11 1 I r. MINIIAuM TEMPORARY DIV_ERSON DIKE (s - - - --- - - ►� SCOTT' R. COLLINSZ No. 35791 .1b, I �- 141,5110 ,>w�V J Z 2 O CO � z Z W 0 W OoN H z U) � m 2 9 > 2 W c: A-1 � - "O r IIIIIIIIIIIIIIIIIIIIIIIII It W W Z IIIIIIIIIIIIIIIIIIIIIIIII Lu Z w ul Z IIIIIIIIIIIIIIIIIIIIIIIII J J 0 U 0 vq 0 TONAL M M N ,.I' fn .I. O N N a-- W 0 04 U 1 W G/) W W C4 L/� W 'C!� V O N ce W �-1 I W U z 3: V) C:i -j Q o t Q W Cz W ..1 I-- - .j 9. O Z Q Z J <, O LL ~ W i- O , < V W Z W I Lu H H a > U); O Cdi Z c Vl O i NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD BACKFILL TO TERMINATE AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER AT TOP OUTSIDE LUTS OF THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ROOTBALL -+ ----- REFER TO TREE 3.. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL _. ADD MULCH OVERTOP OF 4., IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5.1 SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY THAN 1' DEPTH AT TRUNK AND RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF 3' AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1. VARI S TYP -- TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON 'UPHILL' SIDE SPECIMEN SHRUB (AS SPECIFIED ON DRAWffNIGS} '� TRENCH EDGE AROUND �` •• ��~ • = •': / ENTIRE AREA TO BE ,'f\ ROOTBALL •'=_ "» ----• RLKH 10 1 HLL `,,, MULCHED _ REFER TO TREE STAKING DETAIL 1L.r y �� .''• • • r STAKING DETAIL �,+� BACKFLL WITH CULTIVATCp COMPACT EXCAVATED SOIL CUT AWAY ALL WIRE BASKETS ' TO FORM ROOTBALL PIT AND /OR NON- BIODEGRADABLE ` ORIGINAL SDI.` f IF PLANT �,�\ .\ PIT EXCAVATION IF LOOSE. IF TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4" ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH MULCHED BURLAP ROOTBALL WRAPPING _ ENTIRE AREA TO BE �•a,�.-r MIN. FINAL TREE PLACEMENT. ACCEPTABLE TOPSOIL TRENCH EDGE AROUND A1� CUT UNTIED FROM A RUNT MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT \�i ENT AREA TO 8E�•`;- ' ..."''.~ AT LEAST 1/2 DISTANCE DOWN REFER TO ROOTBALL PIT / s �► MULCHED ,..• ;• ROOTBALL. ;_ n,�7.,�, -.» sry;,, BACKFILL IN LEFTS BY FOOT. DETAIL "� �.�;�;!,• i .L+„�,. =�+ ' WATER TFiFiOUQIiLY AT 7!2 ,•, : �,• ,� / t • ;,y �.:, . RQOTBALL DEPTH. : ; :� _..': SCARIFY BASE OF PLANT NIT 1 . ; {s• ,. REFER TO ROOTBALL PIT •,ya=�- 3•� :• ,e. >'z,, . .�•;.;� '� t;z ' , . :i DETAIL . •" ,'' IAtf#N EXCAVATING PCT: BREAK RETURN AND COMPACT LOOSE /� �_,• I THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO ,Y �:•':��:: ROOTBALL •j::'r:� ~� '� ~`::t'�' HARDPAN {REMOVE A$ PLANT PIT TO ESTABLISHED ;} ROOTBALL r•.:;:.:; PROPER DEPTH PRIOR fi0 ,, }r� s.• .ti' ; . ,v: L• : • ��i,� :.j: ;r .•• : :tiv • • : • s NECESSARY TO FACILITATE PLANT PLACEMENT • » i� , ,.. `� :i = • °•- s s / DRAIVAGEI NOTES: 1. NOTIFY LANDSCAPE ARCHTECT OF ANY SITUATION WHERE $OI R T A � L CHARACTE IS tCS RE NOT NOTES:" NOTES: ` FREFER TO ROOTBALL PIT AGREEABLE. -T4 THESE PLANTING CRITERIA -OR -WHERE, CONDITIONS •F;IAISE CONCERNS -IN 1. SET TREE PLUMB PRIOR TO STAKING. 1- SET TREE PLUMB PRIOR TO STAKING DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND OR INCURRED DURING, PLANTING PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION Of= THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 1 TREE PLANTING z .TREE PLANTING ON SLOPE �. :3 SHRUB PLANTING �. � ROOTBALL PIT u o. SECTION NT.S. SECTION NTS SECTION NTS 8ECTIOa DTS. Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 —HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN TH1= DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT /TRACT —HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPL.INES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL_ BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 —HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 —INCH DEPTH. MULCH RINGS 24— INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— SHREDDED HARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Coaea�na rl+muleckU�t -3b 610 pua.a eu7 s�diic#pe ram Ttrdlln besgtN; ® I. i+ rd��rala .rin�r�in�id.dr?prAKefa.sto b.�: �: i; cxa�Yiva .NwdtypK :�f�mta�lixcktua.� IFI tirsie arviwk I� r�* �, i4�NLr�1e> aqs•! �' uraitl irrg .beycYfllTt9- itmi[�iocct�aninR. Y� . �7a+ �11dt��lal�tf7�1 :111i1�1�:u0'111 07111 ���' �CN {�. {llNla'�I�li$Illil�(11i/►Mt �"N, l:{�Y1��11�Q�M'.. Fina poearrwnoa rudproiacBan nn.0 b� d wib[s�acra oal 4. �Y T�yawipo�, vruali+r �a,taT «aka aisi` c�i�rca>aat�lasi�rtw�g.cil,d�rn a�►:e+,.gr,,�e.a xilh>s atiZm�plie�e�7�!'uzaw to Warmd O. »Y 6�IOY �aitneteldtemiyr dl!aaiheea» b<yased. i. i+tra mc�aoepranktea xli6in 1c+01bet ailtYaao� oe�es do b� ntia_ ' Taouamn:id�sheunorbe+ tend. ifhialUOfl�eta� 'ihxdtipueao�tmeawbaa�ed. 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COLLINSZ H No. 35791 11h TONAL E1 ■ Z f o °D U) z � g Z W W OZ can O ~ z GX J z I8911 K4 Ix W W Z l7 Z w yl, � ��,A J J 0 U 0 N O C3\ M M f31 N d- M d- N 0 ON N N W W O W U t W W ,W w C/Z W f� r� V O 0 N GC W H Z W V Z 3: O H D a W J J Z F_ cc w H Q w z w O w CL a V W N Q w aC I T a V L c Mc J L v Q� c 0 C a Zs Q� Qa VT Vc G 0 ZL > C F MR b FENCING AND ARMORING ' t1 W I e< �.. CL f in co 1 [ too 1 w 1 I• MW RUN" -'�- CM tics CORRECT METHODS OF TREE :FENCING lz w •• CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Samw. Va. DSWC Plats 3.38.2 111-401 Coaea�na rl+muleckU�t -3b 610 pua.a eu7 s�diic#pe ram Ttrdlln besgtN; ® I. i+ rd��rala .rin�r�in�id.dr?prAKefa.sto b.�: �: i; cxa�Yiva .NwdtypK :�f�mta�lixcktua.� IFI tirsie arviwk I� r�* �, i4�NLr�1e> aqs•! �' uraitl irrg .beycYfllTt9- itmi[�iocct�aninR. Y� . �7a+ �11dt��lal�tf7�1 :111i1�1�:u0'111 07111 ���' �CN {�. {llNla'�I�li$Illil�(11i/►Mt �"N, l:{�Y1��11�Q�M'.. Fina poearrwnoa rudproiacBan nn.0 b� d wib[s�acra oal 4. �Y T�yawipo�, vruali+r �a,taT «aka aisi` c�i�rca>aat�lasi�rtw�g.cil,d�rn a�►:e+,.gr,,�e.a xilh>s atiZm�plie�e�7�!'uzaw to Warmd O. »Y 6�IOY �aitneteldtemiyr dl!aaiheea» b<yased. i. i+tra mc�aoepranktea xli6in 1c+01bet ailtYaao� oe�es do b� ntia_ ' Taouamn:id�sheunorbe+ tend. ifhialUOfl�eta� 'ihxdtipueao�tmeawbaa�ed. L 0 7roe► to6ca. 9oaa, �h; a�u�lkcoeaprop� +reabaiida`:aF•�aaiga�tY��Ddd!` FCI Feagh,% tiitT ha )n pa !al!d 1rA Ae in eei�4.'Y�4f�PP .hY st minty+ ►n:gi lr pk nt tp Ar d l* w m**T400" ® `Ikbaa u� �nmct iarct mu.4tx+s+�i+a►..r�ia tea data tom: w t?u� aa�vdt tla�+K+q.wMC Fiepnw�ctcra ama u�m�v.�i�m �lut3 . nAkmi4#ad fir.p�pu+xMl. WhMtA1�lba�lctktd l+lr1»1dwrdwithtin All dt�tluM �tlw h. T�111wed 4riM trek idulill hs pmiidet aaitt a atii+Fhuotit�n tlsfkil f t. 1� 1YjigK4+ togb?bl S3rrt�lbtvl+ K1�14hg1imia77: afuioucd�yr, fl d�bo7Tuae►: NliMlrpuii�rHisa' qs+ uusti�d l'tm!4VTlt�dttelt andrr abW mx dud be omMidmcd sea dteatNraMta[ itL wtWpftd Vw mmwuy hraeh* wjU dmhW fbadu• 7pptwdtip; mdL ema11r�4itcauigalnditatrtrslAn.; oalau +,.mwcu<rm4rtt�t�onwed+ttt�gi: ® lar„y.dme.nMri bsmWeairN bi�_p�dk: Rro'Eioaicm �re+eha mehttil noalnawrdeil by.tl..,pc�a[;st !UAV IT D7111EtJMLiU'Y M I =NAT f 1"i (VbVUVVlrUSLR Ci1sl '1lMCf(11tpA:l11lFtst�iklSdE IC1�#lYt3l� =3 MruUSTlaw {wrtl) Cap. lt:At�FlElitS 5 Gk _1—m MATZ) $/Jimpo ! 1.ar l T R. COLLINSZ H No. 35791 11h TONAL E1 ■ Z f o °D U) z � g Z W W OZ can O ~ z GX J z I8911 K4 Ix W W Z l7 Z w yl, � ��,A J J 0 U 0 N O C3\ M M f31 N d- M d- N 0 ON N N W W O W U t W W ,W w C/Z W f� r� V O 0 N GC W H Z W V Z 3: O H D a W J J Z F_ cc w H Q w z w O w CL a V W N Q w aC I T a V L c Mc J L v Q� c 0 C a Zs Q� Qa VT Vc G 0 ZL > C F MR b W � n W U CL in co JOB NO. 102036 a v SCALE M AS NOTED cc V. SHEET NO. `c 30 SUBDIVISION PLAT OF PARCEL T--BEING A PORTION OF TAX MAP 32 PARCELS 45 AND 50 LOCATED ON TOWNCENTER DRIVE NCLLYfv1EAD TO'NNCEN'LR RIG DISTRICT P,LBEfvIARLE COUNTY) VIRGINIA SCALE: 1" = 50" oCroeEe ii, zoo 20' SANITARY SEWER ESM T. D.B. 1246 P. 22 I TMP 32_ -56 RESIDUE . UPTOWN VILLAGE TMP 32-50 � D.B. 1434 P. 440 D.B. 520 P. 308 PLAT STREAM EASEMENT AREA D.B. 2821 P. 522 D.B. 2678 P. 551 LEGEND: = NAIL FOUND IRONS TO BE SET AT ALL NEW PROPERTY CORNERS UNLESS OTHERWISE SPECIFIED. AREA TABULATIONS: 3.061 AC. -- PARCEL T -1 PORTION OF TMP 32 -50 5.500 AC. -- PARCEL T 11.117 - 3.061 AC.-- AC.-- EXISTING TMP 32 -50 PARCEL T--1 8.056 AC.-- AC. -- RESIDUE TMP 32 -45 TMP 32 -50 28.296 - 2.439 AC. -- AC. -- EXISTING PARCEL TMP 32 -45 T -2 25.857 AC. -- RESIDUE TMP 32 -45 NOTE: EXISTING ACREAGES FOR TMP 32 -45 AND 5 TAKEN FROM RIGHT OF WAY DEDICATION PLAT PREPARED BY COMMONWEALTH LAND SURVEYING, LLC. DATED SEPTEMBER 8, 2010. �- `- `_` ----= _ _-- �--_ -- LOT 117 —`—` _'OPEN SPq CC Fes- _ ,._ L UTILITY EASEMENT D.B. 3643 P. 519, 526 PLAT L LOT 40 ACCESS ES M T D.B. 3643 P. 519, 526 PLAT RESIDUE TMP 32 -50 8.056 AC. ' � N I 41- , 41. '9/0 I � a0�0�0� DELI O I I ' 1 -o Oa \ \ J rn\ 100' STREAM BUFFER AND SEPTIC SETBACK TMP 32-50A NYC LAND TRUST 0 D.B. 152.9 P. 260 TOWN CE_N TER 60' PUBLIC DRIVE R/W uu I RESIDUE \ TMP 32 -50 \ f \ \\ 8.056 AC. , ` f 1 \ \ I 1 LOCK- f WOOD DRIVE _ _(58') f I RESIDUE TMP 32 -45 25.857 AC. i i 20' PUBLIC DRAINAGE EASEMENT D. B. 3643 P. 519, 526 PLAT �} FOR TOWNCENTER DRIVE SEE RIGHT OF WAY DEDICATION PLAT PREPARED BY f E_ W f 0 Li � s COMMONWEALTH LAND SURVEYING, LLC. TOWNC� DATED SEPTEMBER 8. 2010. N TAR ['% A -7 0 /'l A 1 4 -7 21 r— S85 °02'05 "W 29.08 RESIDUE TMP 32 -45 25.857 AC. URIVE VARIABLE \ W 'D TH R W CONTROL POINTS: i AON3,934,612 E 11,497,912 ! © N 3,934,215 E 11,4982394 © N 3,933,821 E 11, 498, 055 D0 N 3,934,155 r E 111497,823 ! r 1 r / r ! I ! r ' O ' ! 1:::� y 0 THOMAS B. LINCOLN a L! LIC. NO. 1326 SUBMITTAL DO PRINT OD r � � OVA' v O r LLJ � r r ! r r ! LIN L N ! SURVEYING r ! Innovation. Integrity. vision. 632 BERKMAR CIRCLE ' CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434 - 974 -1417 \DATA9\ 110\ 110000501 _SP_10281.PRO 110 -- 0005 -01 ra TT R. COLLINSZ No. 35791 ,a ,�ILSI o �w4 k, ZONAL �t1 a z� om � z Z W O� o N H � W 0 N a ce Lu W M z W N `} mot- z d- i o N F_ W N N W W y L9 J w J ° a c w L N ce r z 0 Lu 3 d pU ZW ° Wx U p Wmc ul F-4 > o0 z w Z HW Z J J .J O U ° v� CJ; > W L J 0 F_ w > i� Q " uj U x oC V v o o to E N E V JOB NO. r 1 02036 0 0 N SCALE 1 r, =so, v rn c v SHEET NO. n 32 �' ` 1 T t I I ' � N I 41- , 41. '9/0 I � a0�0�0� DELI O I I ' 1 -o Oa \ \ J rn\ 100' STREAM BUFFER AND SEPTIC SETBACK TMP 32-50A NYC LAND TRUST 0 D.B. 152.9 P. 260 TOWN CE_N TER 60' PUBLIC DRIVE R/W uu I RESIDUE \ TMP 32 -50 \ f \ \\ 8.056 AC. , ` f 1 \ \ I 1 LOCK- f WOOD DRIVE _ _(58') f I RESIDUE TMP 32 -45 25.857 AC. i i 20' PUBLIC DRAINAGE EASEMENT D. B. 3643 P. 519, 526 PLAT �} FOR TOWNCENTER DRIVE SEE RIGHT OF WAY DEDICATION PLAT PREPARED BY f E_ W f 0 Li � s COMMONWEALTH LAND SURVEYING, LLC. TOWNC� DATED SEPTEMBER 8. 2010. N TAR ['% A -7 0 /'l A 1 4 -7 21 r— S85 °02'05 "W 29.08 RESIDUE TMP 32 -45 25.857 AC. URIVE VARIABLE \ W 'D TH R W CONTROL POINTS: i AON3,934,612 E 11,497,912 ! © N 3,934,215 E 11,4982394 © N 3,933,821 E 11, 498, 055 D0 N 3,934,155 r E 111497,823 ! r 1 r / r ! I ! r ' O ' ! 1:::� y 0 THOMAS B. LINCOLN a L! LIC. NO. 1326 SUBMITTAL DO PRINT OD r � � OVA' v O r LLJ � r r ! r r ! LIN L N ! SURVEYING r ! Innovation. Integrity. vision. 632 BERKMAR CIRCLE ' CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434 - 974 -1417 \DATA9\ 110\ 110000501 _SP_10281.PRO 110 -- 0005 -01 ra TT R. COLLINSZ No. 35791 ,a ,�ILSI o �w4 k, ZONAL �t1 a z� om � z Z W O� o N H � W 0 N a ce Lu W M z W N `} mot- z d- i o N F_ W N N W W y L9 J w J ° a c w L N ce r z 0 Lu 3 d pU ZW ° Wx U p Wmc ul F-4 > o0 z w Z HW Z J J .J O U ° v� CJ; > W L J 0 F_ w > i� Q " uj U x oC V v o o to E N E V JOB NO. r 1 02036 0 0 N SCALE 1 r, =so, v rn c v SHEET NO. n 32 �' SHARED PARKING ANALYSIS GREAT ESCAPES THEATER SITE PLAN: PROPOSED USES: BUILDING A: 58,000 SF THEATER WITH 2853 SEATS BUILDING B: 16,700 SF OFFICE/ RESTAURANT/ RETAIL BUILDING C: 15,700 SF OFFICE/ RESTAURANT/ RETAIL PARKING REQUIRED: THEATER: 2853 SEATS x 1 SP/ 4 SEATS = 714 SPACES OFFICE /RESTAURANT/ RETAIL: 32,400 SF x 4.5 SP/ 1000 SF =146 SPACES TOTAL REQUIRED: 714 + 146 = 860 SPACES PARKING PROVIDED: 554 SPACES NOTE: THEATER PARKING REGULATION FROM SECTION 4.12 OF THE ALBEMARLE COUNTY ZONING ORDINANCE IS CONSIDERED OUTDATED. CURRENT INDUSTRY STANDARD PARKING REGULATIONS FOR MOVIE THEATERS REQUIRE 1 SPACE PER 4 SEATS. ADJACENT " KOHLS" PARCEL: APPROVED USES: BUILDING D: 86,967 SF RETAIL BUILDING E: 20,160 SF RETAIL BUILDING F: 12,000 SF RETAIL BUILDING G: 9,000 SF RETAIL TOTAL: 128,127 SF RETAIL PARKING REQUIRED: 128,127 SF x 4.5 SP /1000 SF = 577 SPACES PARKING PROVIDED: 516 SPACES SHARED PARKING CALCULATION: (TOTAL PARKING REQUIRED) - (TOTAL PARKING AVAILABLE) _ TOTAL PARKING AVAILABLE [(860 + 577) - (554 + 516)] = 34.3% SHARED PARKING ANALYSIS: • THE MOVIE THEATER'S MAXIMUM PARKING DEMAND OCCURS ON FRIDAY & SATURDAY EVENINGS, DURING BLOCKBUSTER MOVIE WEEKENDS (THANKSGIVING, CHRISTMAS, SUMMER KICK -OFF). AT OTHER TIMES, MUCH LESS PARKING WILL BE IN DEMAND. • BUILDINGS B & C WILL LIKELY INCLUDE AROUND 15,000 SQ. FT. OF OFFICE SPACE, WHICH HAS A PEAK PARKING DEMAND DURING OPPOSITE TIMES AS A THEATER USE, THEREFORE BUILDINGS B & C WILL DEMAND FEWER SPACES DURING PEAK THEATER HOURS. • PARKING SPACES WITHIN THE ADJACENT KOHLS SITE ARE LESS THAN 1/4 MILE FROM THE THEATER, THEREFORE IT IS REASONABLE TO EXPECT THEATER PATRONS TO USE THESE SPACES. • ADJACENT KOHL'S SITE INCLUDES RETAIL USES THAT HAVE PEAK PARKING DEMANDS AT OPPOSITE TIMES AS A THEATER USE, THEREFORE THESE SPACES WILL BE AVAILABLE. • HOLLYMEAD TOWN CENTER IS A NEIGHBORHOOD MODEL DISTRICT, DESIGNED TO BE A WALKABLE- PEDESTRIAN FRIENDLY COMMUNITY. MANY PATRONS OF THE THEATER AND RESTAURANT/ RETAIL USES WILL LIKELY BE NEARBY RESIDENTS WHO WILL WALK TO THESE DESTINATIONS, AND THEREBY FURTHER REDUCE THE PARKING NEEDED, • ALBEMARLE COUNTY ZONING ORDINANCE ALLOWS UP TO 35% SHARED PARKING. THIS PLAN IS WITHIN THIS REQUIREMENT. • A SHARED PARKING/ ACCESS EASEMENT WILL BE PROVIDED OVER ALL PARKING SPACES. TOWNCENTER DRIVE -�--M // ---- -� BUILDING A:' _ THEATER 58,800 SF i ✓1L_ --� �1.L- •- Lr.L�-- - -!ii� iii � �i iii �- -!4;_� BUILDING B: OFFICE/RETAIU RESTAURANT 16,700 SF �t BUILDING C: FFICE/RETAI ` RESTAURAN 15,700 SFf uj co 1 � - w I W W l BUILDING E: JTURE RETAIL 0,160 SF 'Kal ` low 40 ;�► .. FIVE wn C � I • r- 0 \ M l 0 r9c 0 R. COLLINSZZ No. 35791 ,a k;b I�l45/10 AV IONAL E1 Z CO �-. z g Z o � ~ o , z W ft 17 9 • 1 %011 Septa nhsr 21, 20Q7 Oa:bt gm Partners do J,.P.WMAROM 128 Gwroft St. ChOottsavillek VA 22901 RE =A # 2W7.OMf flattylrnea 1 Town ConW Ana A2 Tan rslop 32. peraost: 44 (Wdo ftk 46 OW&ML AW 68 Otear Mr. 1M lionnors: The Bond of SUPOFvisbrs appr'cwed Your re"nAV spplic olim at, September 14 2007• Your razoNrtp 45 atraxes, darn l3A aaonhrQ M which Wh wsa pWLbard, fatesbr4, and NkharyrUses, rootdesrtisl derwitY (0.5 vn thM) .. term appradmainly.6 bronco *M C.1 Cair onodal which allows M60 solos and sertrlor wsa, mid MMdp*W tows byrrpaaiel Uft PMMk (is u"W acre); and, to reenew approat manly .4 am from NMAD 1+1ebullrad MOON 17WW oaottinp ddaiot which allows roar wilal (3.34 wttataere) 101011 lsflh COMMsracid. WOW axi his" ueutr� End is re�orue appru»dnualalfl 3,Wo square tautf m hallos Planned Eip4oiopmo t Moved Cost rnaerdalwhich Mom lerplr IcUlkOmfi enailal entd byapeeltr �fWe (16 urdW acre); io 1WD NoW* ohludgd Modal Diedriot aonbg d *ictvrFrich oll - o awicioniial (A - 34 uniWM* rr boci v fir ocNrrr waW, aarvloe anti kwks W uses. The applowlion P. 0 1 UP to 1,232 *aft aenipt, 6X16 donely of 2S unto pall' Me, end up to SM,TOli sq.1t, of non - rrsaideatbai, brdwi ft a: hoiei was approved In aocattlo oe Will 0* CO& at doled Septenew 12,2W 9W Vw alt of Id pnilfers dalsd SeptwjAw 141, 20P. An q*11,10c M ptrsal hm of a w*lopmWd doOd A Wet 31.2007 vm Wvovsd as part of thetIMMIfiraa. 14610e refer to One cloa ntordn far any *gum sppic tw and requests an dab propedy your r equasbd wAIVER raquau % fug bell ciw eutd to the commons you roque"ot 1. E 11.1 COVERED PoRcKe. BALCONES. frtYNl SYS AND LOO ii,1 C6varedpon*Kbakeovalsa•Oftmy4, erf�rsacrdAcrearr >tUlW"Wt`efts'"raw parpd not carom theta flour (4) fast +tube+ ask r mpked Venn prt vAbd 11W no am* betwe aW bo k cabrd clossr than a& (6) "to any 0 /tna. (Armas,idbd 944M The request is So about for the followko faalsrr a to sxband bawd the buM0140 Una, In the 10a t of i UMMS up to flue (5) 1104 wlMh 01 earn (1) faaatrrrlglmurn distar+se wilbooic *am fns tlgFht cf-W r; 00rc" r. 04h Via", des, boWenissr belt 21.7.3 8eriller Zoos 80mi Jo ieal:l fiW and morel summer eSOAda W Mb cerlaMoft SO&W kwkxp ag Vv t9 are:dbae tq of Val taiHtth� aw ocaar adootr than hwraty am AW to any MakloiAw or n oW leas all Sbrsandl0 adiadf be Movklod as to socilco 327.9 (AmerxW9 -9-52) A watvat of three ssettloaS is V8411005W tp ads Ohs praenros of a amdt peroel of iond sand RA which Is part of Area B ballad on the sat Oft and abolil p via* 0 of Ares Ad NWO*o*ood !Model D1MIML rl >s also ra01M"W wis"D emossci s A4 and B"3 abut Tf IP 3Rr81 arnd TMP 46A 13. S150T10N32.7.9.8 6CRE9MNB 9272 0 The 11611 5009 AK"h etsie edolf SAW to scasar kV a. uaa'M noge*14 sc roolo ► shell eaaaraettat of a AVOW abt* serhav, Vagolaft% ONOM war orlimos, orcamtkaat3lan BMW, toMerosoo ew MW&%AiM arms spa *two, pry VeVON&V a �preWd sA as * arxrsrs6rg ai4r'{p aw not be lets man ' (20) laser ki dep . aeraonlr9 adbeaa aaatabot of a eicdrfalret attlppp�snsaJ at7W a atrW risen bakes phmbd Atkwn (is) fiat on airhter, or a double row of ehtirwrsonr a nft pia W fora (1!0 Joel are o rater Aterrrals mathods of hssya604 ►9+ay tw sptmye , blyffas await WNW a fsnoe or soles ieptao 044 Raw be a rrhiglr xm>t of air (6) fiat b bow and pfingMs ittelr be roV*9d at kab wafs sking arch, foom or urea. (as .& 10 71-10,n Am vex d;a -1.87) b. StwsatW of psrlbf V Ails sVaalf )w be coiew hater 110 me trosdar hw0co ll ft IAgaara aorowft At rsgt*od &WV bur few taw, Of AUM >lbsata; ft aparat ahoaa deaiermtkie too a6OWO —a Arefr600104 bas bolm Me (USLOM 7104M C. awssi ft ahaa be regubod rn go *& WV kaehVfta. 1. Conatmaa OW &W kx%w r aaala sbil>a be sa mped frame aagt WW resfdertN aetd rtarrrl areas eafshaiots. {22.a6.9.ir, 7- 1t#•drfl • 2 Parking we ocrdatlattb'ag of raw (4) ate or torts tdtaa be aasomdtd Karat o0wo+t:eslr161ralkitand rtaaaf erdets esGettiots. (�.ad.36. 7 -its; Arr►Mr>drd al` 1- 2 OkWt[ei%*k Awk Nee kx*xtlt9, eat not Il 119 rl f 00 f bgbh t altos ahm1 bs saxearaeddfnor»a C,lrvtlddr at.Ilafa7arittarilaat atrdPU Mc. NOX bhp amok MAW ~rasa ysr* hP k,, rspsabta fW 1hcaMAts dYaram tb 6# of d a>ytirnrt dleer ban daaibban"a pby aerobes Kafte t►AtAbsly is naosatMary tar pw*8 Man ow arsaa nthm WOW At dish9fw• (s2.t&3.n5 7- ir?•Br,F Arriestclsd18 -1-07 j Dow* ftwMa go rttaittbnlfytf Aua diet► be .acv:r Mxf, bobveon the rear of the rsaidonoea avid Me poW -ax -1Mai' hrfw dwrraad apppngpttale by the 09WX (32.8•64d, !P.1Q41&Amwided6 -1"BT} a The al W* may rssquov scatwnabtp of any we, or pod ito Brae► .. Won dadamrka ibn chef Ma urea trrdtJlaf oars wff hoar a narkae a vftW Mped on a property tfared an ttae tfpp;tfrdo ftletaW L.anrXrrariar R0914W., (XII. a.ar, 7.10.86; Amara bc(54 -M We nrqusat tbet r'e4uin w do bs nr plseed vellh tlhs Mbmdasds b the Code of D"Mopmwt Mwoon a tip 36k For 88 altar o6 601110 mible *41UM . 1 1.1 - N m the file, sartoNnp will be dk%W by obaftft 00110 OW by the cbesslnpior, all emdtlnaWaled lathe Cods chef Development Coa tbutio w shall ire: 812,400 a b fir rich 'con dwdtiat Unit ed w coo so &at a awalbrig Unit CNfarrftsit Role Lhe), and $11,900 cosh for each =11W amily/ug�usameaat dwdhog; unit other 6m m sublet dvrellfnhg Unit (*%fWoet lute Uair") . Suck cash one vOW an dW1 be paid at to timer of the isahhaece of do bviWbg permit for each now tacit. Mpnning January 1, 20119, the smomat of ae eh cob oonln'bMan sngaaihn(I heee= scion be adjusled sontiolly Uaatit paid, to zeflea my idweua w or decrease for the PwAdft colead'— Ye Rr in " Camrapentiae. Cost Nk tdplieu, Rarer canal City Avoxrlge, Soudhesstt Avaoege, CatroM Cr Mmonry 1 Walls i soW, by M=W ValaaUen Saavim (&fide Mm A on sod Swift) (tht "Ioelac") car the most ""cable Matabatt A %Witt idhdant &&mined by ft Catndty If ta4aotball & Swift CUM psabiicrttioat of the bdear A mti od hervisL in no er+amt shall sari► cob oantiibtfim mount be as djwk d to a aaatta less than 91e asmoaant iddAy esrebliatmd by a P"l�• The autnuat 4ustolud doll be aerie by nuAtiptying &a ptroffid+ed ca* oscrAdbotitro mount for the Mweding YOU by a fraction, the numorstar Of w" shell be t w index as of Deoanbar 1 in the yaw p reoeding the ym we t+ncendyr mdnxi, and tine dacrornhMor of Mddab shall be tiro hale x an of Daoemlaer l in than preceding calendar ym 1Fcr each oaaish o anidbudoo that is being poid in tasxemaeos, the wpoW kmecocftw pwYmwb aandl be osera<espoadmgly atd)nrdtsd eaak Peso•. 5. EMEM. Tbie t)wIm shall dedicate in fee simple a m nimo n 7.6 acre "gzrxoww" t n The dedication is idmdfBed em the Plan as ,Gresmvgy Aria dMVCXiMto Afficmwk Cowo ", and shall indaade s slap of 1=4 01e3108 POVAR Czeeta vrcfth a »»rum ww& of 50 feast on the ew $ side of Powe n L� wk. sub4eaot to tiro ft3itdoro of the Property bandsiy TLa 6Ao0*d;*ft will dw Inciudas all good plain area a1mg aftlows. enbUMM, aUMM plardors, ► and MW e lodlor ea Mmiroe, Afbrnolt oftmiarde are contained b Ma Coda of Developmo t (Dun iatoras Sftml rlft. Letand R"WMMM% 800"W4 ~ 2". L elot:TIMIMLS MANIMIIJM NUMBER OF 11111112111M PAWING SPAOM FOR VICHOMM U811% 4. 126 BMW When aismd va padit to approved as prwA*d 0 Matron, 4.12$ the flirt M*V Merl"" *hO 4M* to dMionn1bs, des nha *w of m adrsd dkbwt pa k*W spaosa b be proWdod h a paasr dinar a ftmWon. d a tear afar use is ow sdM&ws4 fto aeodiata t i27 ekes aPhb� Tim rwy" b to allow the appgtoetlors of flue pouft whookde for elwppbhp ehsnresah{ .toys — ih0.p6o es01 Rb ,4.5 pair tM 010114" board" i o"b floor era, % bathe so mllsrd edwdub for iW a an4*oidanfsl s*nm {born- in ills NMD as por Tabb N M the Cods of Ormlopaomot. 2 SINVIVI 412.11 STREET AND ND ALLEY PARKINe 4:120 SOW and ally Aa hko MW be.Ptw4*d as h1mr 8trrheel prtJdhp wets dpahrlhttg appaCaa 10Galyd Mr a ptibdYa farpraigrfs � � pat".*00 told` Ar b a pub* earp*ft r+#okhmry a flee kt & am*" a pwfofrgatpaas hr ft paartdaoe Of.rlr"ft atbe ndtilowarpmidV APaca �ufwr Oats n aeadiiortr 4,12.11 and A 127, 15 so parlrinp epees adbaaa t» an s peered site adMdtNdg Alsar '> seed ifltaa p aptras 1S m a peabft 404.Wq d &Neill fad 601 p by te 0"Dqw"ror Iftupalftm• TLis 941110 nhendMss *4 rsgtitd on4bo t pm*k* mast abet flhrr prop" k aerhasa.11la watwr tragelsfrf of 8eaitv1/4.1?.11 fa aa�rndleatee twbb seatlorr a2 le b aW 161 WO of ar>f+sawaX pulabr8 wd aft p"ImS to a 0partfar an - sav* t NNpbblllrMd 11061 kin mrt Wdv I* seedlon wuxdtl Mlorr for pgftq !tact ace" trot AM fie left tmwad tsldoh af ebeet 11 1,1110 oouaaats. b a `podsstrlen *law laerrhllllmritpy this weuM allow for a more coop" erraaI go MP of btOdMpl .b my OM Mesa: The Coo of Malopment (PerrApp. Srerldsed- Soce"4page= Mhae"I t an allerno trs SttrwNa[d. 4 VICi1CMS LOARIfIfi AREAS (s, 4 Its e) a LbKft WSW *d be pmdwtdsd on the swot Vt *a 0101 nai to sfldcit It is alppra► nW# and "be o0swo to thit skuG wo It aeanrn& 0. La>aft Appnsar sdolr be p►tlhdbled in adclllon M and: axM%wA t of ,ray parfdng tMQaadertrrlaf ate Them boaft of 0) one (1) far" lied a�Nt rAdstesMtd (Br,dDpj aqusra fret orawpooh Asssoik aroa pane exile (11 aloeearth adBlBfa i A r - oxwesnd f ) . feet oaf preaoaa homes crew a) brae (f) WSW >r>r man prat a w ttralcsan Ton" arl me prat of eafll!oe *Ace p4e bras (11 ipaoa k r *** aolditb mw two w tfoawsnad 00001 aalraarsr Yost of a dos VW or M one (11 apace for the ON ten #M AW (i0.0" squaws feet of ktdFiawid Aber arse pkarr tone (t) spans for am* adUtrktrasllrewiaty timalarwrd fZg009) egrears Aeat dkedlJd►Jil tborarsrlt a Each sbAimn chat dept b a coarAwW orrkxkrvsbW bplft of1b r ftxw W (4,ga prows agws tact' or oxxv mail persida a Awppdw ped that done rant A pacts Gray MgGW ltdrtSark "VadOftraoraf'+Ypedooldworwo tileropcdmewobieg Maaaeak De atbtilW fdlrilMllltotrpli Nei Albotrrnrsfe fiowtq► so1rnM W hooch aoSOn an— png doolyd abm% nee ueos enure pmparV ataap__ _ _ _d Thin i Ask heft aMlsred0" MM1110Nrw have bsim moL aorhlptasla�tsslMr irplilwrbls • oolnpNrltee wNh � Celts t:ODlr tN= . • appr�4v�It of orld �Pllerta witlt JNfII RIJ4l1(sN apt • appre of o COMPL IA" C4.Si1fMMI : If YOU futir q Uedlaae ar oonlrtaertt4 ftlWdkV ft abCMr4Mbd atiorh, plsaoe do not lhseialr to 8hasrrl r�oo� ac2a�e -�z . $#IdI1fMy, ., 1 V. Dirsoior•dPl CC HM AUFAIM QUO LLC P- O SOx8 M, ChNiolt VAik VA 22005 Tax Willem ON& P100101 n BOW AbhoM Shod Prooior Brace wooch" (Italel Estate) Proff4n1whil r Fft the Clohnerald Daypelopmasalt Plan fd srhaB eladiaRs Ibe ptwsslt 4eek tireesaaray to In couslY a ode bate ahf fhc Start ache Plan or aai>a�aiiton plant apldpadvla, !asset h is dodie:amed to pnbliad tpseea. flee Ownway AM shall cm9hM %be included to alts tllnl tikes of edpen space and Medea *Ift the Y. if the Go envisy i�snot dedloalld by srabdtwhion plat, the Owner skald" be lequoiWa tithe cod of s.Marveryy aced prejj tdltd�ist eked a►oolanrery t>,ht c#rlirnMrsY Ma th� adatrcy 6. Mklb& In co*mtt m wide fire MbMlvisioa. PW or site 01 *9 iatlakAm the land deraMlW in 03 ft0ftat 6, the OMM M11hatl eatslblFaf. Asa. sp¢cetinM* 10,Q00 scpaars fleet podsaet peek ( the "Pocket ParY�. laaatedm Ilia sorlirma alypC of W* 13-1 tuft Town: Caft D trC as &ova an $m O eral DeMdoprovC Pfis k nid shelf abdnaie A ataeh kVwwmw% Uvditor ug sod after females dasUtis M into Cale of Dovnebpatheat. The Po" Psoar "R bus loch db>d ifs fhat W aaxa are atpesa ,pact amdatvJtllia tba plaepeetY. The subdivieaienplse or site pkul sbW imtoiude S oote B "thsd tlhe Pooled Pslkislresetved Aprfhtsa+e dedipdiod to 111, Carmt7 of Albeml>rk aa� Won ties requeat of the Comwp,.fbe Owner shall doliwtt in In sit b t11e Po ket Perk to Min Cohnliy. VUe Pocket Pork is at etedi Md by aabdivlamn pilot, ft 4wnax shorn pary lire costs of sarveYidR 11're PaKdaai Pant. prepsdasg caw ear locos pdauls tthet+eof end ptepoiosry end recctffimp, oshs or moMtrieeek ofdesditsdiaa. 7. bomm is aft S�ap1I1'llirF Upoad 10 request of the callow, 1138 f>4vtW shad "Cob in lze a rayv 11� ,ant pat+vad. aaf`Lxad fat Use by >I4 c`.oaimm r or its deva pee ka a Raaayeft Cal% ir odlet coup► in the Gip, to be locasted in an XM roast ap;1F Mptis'I for sw*we;t aas sgveil by ft Cawody and the Owner. If the lamed tbt the RpMft Cmtest or Coma>auui4y Fadiiay is no dedicated by wbdiviska plat, t w Owner A wU pay 4 A wathrei of this swoon would p oolcle non"sddMtld iwaNl to a more 1061110MMI or new t6no4t d i " Map font form. In Mks Cods of Development won 4, pop 34)111hud Me on al imnadve standard. �. SECTION &16.i.AA: 011"ITE SKM A 1 Off-Me sow may be sutharked by appsaW use p+trol tUdlhrerh any za*g dWdct The applicant would On b Wow for etiredtotty sbw Combining two or molt busirmwe off allra 1Yom the bt where the bushow lb knobel but wNhM Me wpMead Town Center. All edhsr r a lukdorrw for o" 011e aef gns shah apply to *a dial I I TMs► reox ton Mao of of1`sll► spry shat not anowed 24 squaw flash and M011111 IsrtdNup igonap sbaN mat creased 12 fiat in belotwt uifllea„rt a spsdd tree panalt 11w Code of Doverio0i twat (SwGon 4 poor 3 asissbiwefe an anwimilve standard. fi. SECTION 4.1 AA,3: SIGNB IN PUBLIC RMIT"IF- aAY. A9 ftns to ptrbio alphtr•al hsey, pmtddeal; (1) doe mbdW* na. 4 or pionned dsvallgpnae O to hhMiar+ Aho ,filer perleins abadt 0* pubic dght-dchhtalY; M,1 ft aipn to ealtlhar a aaubdiiaiearr at" or a ajpw ldaiattyft a pftraW dwetp9wttt offiedeed by awftw 19.4 2R0, 311.0, 2QA, and U M (3) the fiseatartdlrp apm repdAliang canker Non aasstbacir ie9afallon% app*06161 a the /4 tatdltr on was to Mich eta awn Ipatuteiha MW apflty; and (4) 1 Me aipn V booted MW* an or6orme cwter owlrty►r ghbour: a CerWoMe of oppeoprislsraett Is bauod by the araliai wkwalnwiew board The Code of Dshrabpttaaeat (Seaport 5. pack 36) eatabf4has lon 80woodve slondord for *film to be Pan~ In public dgM of ways par CdMrllll Ettwkww end VWT approval 7. SLCT(ON 4.16.11— Sft1M ME SLa"TWAM to the Nator of tbKorkip � Psrtakaln0 Psrnstlsd Jsx let or No alpr area,, ardn Naiplk MW edba * rurghttuMW* & W area* to elaaeib aipn or whbh a *Wn pond.' to ragukW aatlafn the Pl ginned M I Dartrlbparaarat (PULij and Megyhbanhood AftM "V) aordp SIga1 Sign Nuabw of Sips fMwed �$ ht $100001t ) (om) 1 or mope por edebishment. as aulhorihoed �: 8 east 5 feat by zorarg aairngtietrastor e4w 24 wAw e I par sheet Avrhlkps, or 2 par a t raewe, per an speliett k lot VA 10o or Moe fret Of 4onMnumis l4seelokov sb+eat haurrapn plus 1 par lot P the lot Is helots them 1 12 feet 5 fast gr*@W than 4 wee and has, where titan 1 $01, no approved imironce on Its Rexttape sh+ osaKoloed 12 sal sm fast w� Dote: Sap- ambao,10, 20M ZMA►,#t: ZMA 2 ?401 ilollycoW Town CvAw Ana&. A 2 Trac Wisp parcel 1ltmdm 32-50,32-45,32-46 and 3244 (pcdlon) 44.3 Acm to be romood firm RA to lM Ia eoq(mcticm with the Goad Dovdnp>mmut Plan em1t1«B, "M Applitaatian Plea for NMD pwdm of Hollyum d Town Cealtst Area A -2 doted March 13.2006 (nawWM Argost 31.20*7) and Hollytmead Town Disldd cod Code ofDO2M.001 p plot lbw 12,2200 h lndai TM blip Pavel Numbers: 32-M 3245, 32.46 and 32.44 ow ft)), ooagdrift 44 5 a m are allied fa seer mbg appHadi m MA 2007 =0001 mad to this Pea ft SMi MW %kc "PMVMW',) IU propetW .n desalted w1h man ParUMU tY en a plait, aanddrd, 7M(A Applieel'tm Plan fw XMD podioa► of H011ytamed TdMrn Cesdrst — Ass, A-7, doted Morch 13, MM &vieed August 31. 2007), and shacked hereto as LAMA (U"oeneW Dsve�4`o°ent pbm")- 'ells 0"'o r of am property is HM Amolsition 0aar4, LLC, m Virgsaus hayditedllalbltiw oompnay (her "ooner")• The Owner hereby vdUnfsaity puffers uhd if the Albaaoatle CAMY Bond Of SV via M its to 0 ,a t- 6C Ptop rly to Ndgbbotboo4 Model District OW) a seggaoaosd. dw Owner doll 4wdap *9 ptopertp in amord aitb 6e hollowing pshslf m PuMINnt b SMc:toa 152-2303 of do Cob oaf Vir>tltrp,195% fA awn" and parsood to Seotirn 333 die e AUbaatl k County Zoning (kdt *Vx. TbM oat>dmaes are v a put of the 1 m ilk , -10 A ra nk& and da Omer odu ''I do dbo chafed,fleetsP umnaMi1 baatm t"Iybe=0 and effict. 7-001 is 1. 1� , The Ownao sbdl provide af5om*ddb has WM aFd to tM e* Iaad pMq of tbs trotd tasig.Umfietl snits eoextsro{oad can the Property, ire the ftm of £or,$& CwAoroiehm ad t wWwusas, and ibr -rent oondombd=". IMP01 ofab and aCeaa MY vows. Act Mot 40% of the sff%A hle thane vAll be id► ibe ibm at tx - uaak WO&Ciahm and towoboulet. Each a dAhiden Pfd ew'ade Plan fw Lod within do PsapeariAl loll daiweotr to Mrs at hdnib, s01 sl p wbie, dot will, subject to the terms and aaoedbioas of f Ibis yeolbr, besot xno uaim .s da aed beroeln, gad the agr>[rgpptis nterhtiha of such lob at traits doAp tad -ft aftdoW uabtw vAthin etch sttbdviaion plot and site Plan abdl coosdoobts s miaihaadm of tercet„ Pow* M%) of the toils in soch abdvision. plan at lift AML VM Owpal tawap "e my-ove or "lioW aedtar fbr 61%m*Mft U PIN an for Went son is vibnrrl aebdivMen plat rut. slue i n dwitltsete oft"* uatla that in 160 ail GIG W94W $de Ay perount pw) atis#m m fiche webs aanlhdivbim peat or Gate phims. and n& aala' iko W adyaraieble units may be alloosted ttowadid the tvrea►t9 Percent Cam) Mbdum ah =7 NWO subdiviaioe 9W or ,site Plea X~ boMt vw. OW the nr & Mnah nmaUO of afirrirlbta vita tbd mays be carded avaa:.or be&ed doll not Uaocoetl t M114 ptttaadnt (20%) c Of tide %W units on cosy sobdivlhdan PW or eke OIL $r1 Clothe oataudve7it to Una, p mp mi% we or shears plats tbereotf read iresapsrh g and tecardlag coca or aaaane deeds coal 8• ')bah 0w1et &A ou loofa ssmw cheek Pat raWMripal uwk to be pond go 60 tBt Of k far flee peg " x of fbaaing #Las. aacps"M or brcIIir ea as datembeed by the CaantY Pub and lZedteaidoso - A. Critical Slopes. 'fie Owner fdn[1 IWY for c Wzd slops Mtutivrdts far' WY roads We acted in oa�od abPahs saw >ry § 111.4.2 st arq. aitlhe iUbelnarle CohrdY Code. >B. Fsodw gaud 110 hand Control. The Owner ,ball, to fits a dosfCCamed by the CooWs Pxograaa AAMIty, provide Property. controls a srftrence, reg4laidry aadbieves 6D% Property. �( opftd tea=Vd seta•) C. R,,,,md a Mok nine (9) moe w aft the start Alt ppyr * under my a ook ms sod wdianeM coadtol par o i p@VMwem vaptation, sbdl be ineattlaal can SR the +deos" MM' eecoepi for area lbae peog am A»tbdty► doesembw are oabecwiM POEM1150012Y stebiljoed or ere under o0oxnuotian vadua an qXm ed boitfg pariah. A chess (3) tooth am *= fleet dose ishrfaU Eft of P am be ttMars►aA by to Prograo Aulborby tae to specid choomstmoeo indaftbut not 13mited 10 vrernhtt Sa ihat, but a� bdlta . PMJODOW 1 Par atnaat ftMW 24 $qwo elaipasli Mho Not fast t v fifths "Fir ebb °D N foods or W F_ 17 f*K N fF sgn; 20 o lrva ?'o pherwy t per afaeat t e"loawe per 4810611161"Ut *%A � ast G f H the top of _j z the brats or srasrhhaard 1WWI baser foci of soudi� fna 20 trtaet, but irorleowkr. etch not to 8amr so ME as oil x*mbsd penes raft to a din 4.it M b exceed 32 exceed tho Shat w# top 4f Iles frppifca b rosicloft flocks or, to structure wok sign, or morowd 100 of M anon nM., MIN WON riper Thk soofte am" a ihrs inset sMbedr *M ire rtdM of ways for 4111M such wuMalloso foss Ioordget with the MMlghborhood M, 0 1 aboof empr dssidrL N a lci tiwr. all rind afoot In Auer Av "earl ask 4Mpf Wft fgll098d fire4oat - dlMsralk and VA odorei at lo" ace but beyond Gis aiderwo IL TMlkMafrr eiQlriiSe oaaoutd beat leach 121661 flionh myr! sorb. Ar W nw Oodlh att . 1. 1 poem- tllsolbn R Pap 1M we VWMW ow be oetbeaks selsbli ebed for 400 finest to 1111I0 way ho reduced se IM9 as the loontlan w igrproy" by VDOT Not ft ciw* REMPATION RIMULA ON8 pscnou et u AND 4:1f13.3) S. SECTION 4,111,2 ?Tats aediba a slenrlo dooms !brio suftWomaAhm for varfouat Wwhatararsnt trpeerta coed eierraAS+. thast m iss fsrblh, a1KIs asrcfiera hart not eaato�[ed tt Atfo foe - body oaf Me tapert The Cod* of D"dOp wd 1981011011 3.ON" 15) s spsdlic as to whirs► bow 1010% and what Mom wM be Isddadad Is ells arrnt ft atrnd -otpon spear areas. 'this indudae a easMol, Wean. a Nrhsar paeft. a hwsnorW. sarbe to poaolalt pe ft deft, sod a aki0houase vM a pool. Wnlvind 41lu sNrtdradm xV ptlldrsrt wd hmlfarssmaeal oorrtlab koh in tare nibttslMn Moroalloani d I11illarh.ofitilfthsd In thhis swoon and no aids erI " 1 alhs"In hers Cods of DevolopAreft 9. ariCT10N 4..1 T,4.Is.4 (tJOlI11NfS) STANDAiae 4.17:4.B.1 Eaahpamsl:a, row!' Mio�peso�orrlelitdlrp +araiyorrsW`attn'edif�e -fMa detached dYNrfl Vs, ~ oarapty VA* the afoarih V (Added 10- 0-M) no Owner animal convey ow rraapansBbllily of whaw construeft at Affimbbie unif to, the subtegsent Owners of IOU within floe PaYdpaW. with the Marafttcoaa gVrroval of the Cuudy's Slebtkvision AWK fine Owner of its sahecMars nM rbvlse which iooa and hr & tym am 8eaaplppgtgd an the udrdiviaicin plat of shot plan Hoeft Will a oWn adlbrd*k utaitac es ptovlded•USOhdrr'+""a pAta>`FCd; provided that do uannber of the im so dasfgaee4ad. iboll not be seducaL The wend crams• at: to pcopom d time of Construction shell aver units off*["* to households "A i3eoosota IM am Psi (WA) of Ow area medhol ihtcoaas such 69 houeuap 000 CoMMOMS of PO bMaak seal cote MM sad homwwnas i"u nwe MM des not *MY percent Oft) of the pis hmadi hid bxv=L A• atfillk AM Afford" Units "I be iasto havatilioida with Inomm few tihen eighty patent (8014) of tine acres sneduad boilly laomt (tee "Ailbot!" Unit Ooalitying h wmc"), sack teat fbe housing cow ombft or rifhoipd, het rest. "a'I ehetbe macest sod booMO1ma's b wnamoe Mm ao TO mUesct d*tY z (21I1%) of the Affm*d& Uuit QUSlifyiug Inane, prrn►iaeai. howevrn tit is rho eve" 011411190 oft& WIN Of weh IMMIable Ups bn s to be kits then tbq•peidMh aarf Qars.Htsedrdad Niaufig 7bcwaaead Fora ihmdrod Domes ('MgQA Mj ©r shay -eves percent (69* of fie gap! mMc Virlpd ds Houft (VMA,) Iwammnm aarprwe fir f mi4h6o how boym at do being of to 90,4V Mendfic shim send quolffloodaa Period refisreaeed below. The Oaeeac or drills soocafaeas in WMW teary► fat item prltvide oiohna m et ob faoee (tml second mosg�)o d atsidaute to cow to the hanaboya• so dent to man" fm Morivap raid: bmwa g vow, 4 or below, the paafgsteaoeas detaesibed above. All fidamoial peoolft 4 a marts dersiwibed Mlde" tdsord be occoptabro is 6a primary leader ANY soft wooed (d6last meaond aootre } ascshtd es post of Pee ailbsdwbae hamdtUg yarcalScr abaaB bo elorarrk+d m ibe Coeanty oaf Al,lbertnsrla acando of ilo doeigihaa ter be voW to sddrass d bsab& hMA hang. PACK dwelling hooch under ione PMMMM comer a one (1) affonl*k aeit. B. yorAdd Tice idffal net fed for each harosent affbo<Lhi�d"1e unit niuiA not wood dw And ! net tent late as M by to Coady Hatt log O rAL In siS& snbaagtaeat Yea!:, the mchoflily atCt head dot [soak tltat+]aailt � emit spay be iocumed np to three paatomt 0%! Par POP" pt ells PMEW 8MMIM Palle tame `Md teoal" ttuons dMa Ow root does ,amt iaaluds teanh 444 tatuiiiG& TM regal Moont'ti4 tits tions for much hr n* sgadWe toffs mfg► to eloaeed go norotitnthn emu eatotad ed to thdrr B:o4ldac ID dMd fart a MM ed un (14) Yuri Shllowi ig the datie 1Le asst 5aft of wavancy► is looW by the County for esm h faot-zent ofte dsbie act, or um* to merits we void as low or all wdersk cost isms qualifying as shhch under .dflu •ELM Viagiaia Hoodoli Dmiopmant Aulbority. Forroacs i mot; AdmfiaismtJaa, or Homo and uAw Deve1qpment. Section 9, wbichover curves East (the: "p$iamdablasTenn"). All deeds cmve imgf Mmy iMR, Fill fm fife fl %T" a$oeaI" � ftft the Aftoldift Tom Idaali I t I laugtraryps► to Much nett is snfject to tine lasssm of *is Profla 2. In addition a1B I, o 16 c1 parblizint to to 0000YOMM Of May AarIdnt aoasdsrble tuft, at eat pot tbaw4 &o ft the Asoofibis Teton stauttl csootfaa oaa: =&Aft and &U ullaclaeaae of the itutcictiom and het kM t>aW (30) dt s ptuhr teail3e arSSavr~yeam a3fany ihatee+eRVt (ntttpr t>;aa dldr the securing of arnceggasae atdee�d oftnlry lo x D. S1Jorndvaatar. The Owner s1oB► w rite Meonramaads What tf lxecSbudate ace dpda>�md by am Goo's PtoaWtaed MOMMY. P�;m •a8tiond 410 010 'het aaselhiM a removal raft M% better *0 trttutd ouras+ n W ioquW by propwatien Ordiaanoo (A►lbamair Cade 1111-400 ar add) VV ail paste{ lSp9L) regoevd sate :bur c oh OML 10. Tlm Owner atlaf>ll taouse dw oommost l add mtaed lue btdidiaP in floe Piri t to be designed end aamatr119" to ,lost ON sea MM* at (ter M"M, � � under UMD Own Ulft gam 9yocen fee clams ad Shea Developmag ss het finffi in than U.S. Gee= S7dM Vestrion 2.11,1* 2M6. PAM lo 6 iat,0010lte dad bt lift pesryoaid die Ow tMr ebati aaratI " a ca' cur LEM a tilled eta 000 to 40 D(teetor of Coammimaimy Deh►otop MM0t floe 60 bu Llftplantateefe LMD BshiXatn$ms.i?trorta uealsthakaces iatie not fns ashy baking he M&., a, Iceseed s elhiteat aasndend sob a the Ov0w siaral a*wd to the Coinnif s Dboctor std cmmnuohy Develconal a vnitkos staolaleat $ram the stabbeld fhust *e bwlaumt wee built eo the pLme ern w1& the rife vm bsss& IL, Paint to the is osoce by the C unlY of a bWkiimg peradt' tot would atdlhoaesae ttaE a mstruwem of my opme Pest of $msf am am ( ) of aonaae w and office Moss flow stew wift the property. buiift pottah shall bone teen heeled by *6 COY S. 1. Trio sp*raa• onamw ftm laA'►*urlss onto paadMMt Mak srad wr pww k) rtterrtaren w oratsart arliratt daakb an'fiaa not eaadosad aaarw4109 (MO alfaadt CasatW A aplMavarr a�hraa ba irteaararad�or&ewfat►y +end arerti0eefy at Mee AVPWfYL &a orva *9 of rd�� MWvreaasrra 4 wwwrnwkraiceerto #aA lm MUroa. ( dYrd 16-I M1. 1 This gods of no wmopment ("WON IL irapa 314 has atraa0 +t4saalfltrdsr es WOO as eroMfeailoas ha kwo, dwmw paaorrary. ft .w o" the litre esaatforr be wainstd boomwa it don root. soppoalt a niors compaddroolaimmot ftM nrgotkW 10 /11110 lrlephlatr 1000 MUM wllhla the Hoftorrtiard Town Csrrlwr tal. S'ECTM R1.11tiMSlwlalW^ OCILF, TIMM tR.UU 61.16 660 soft Aft s VY0rJWWx deer &%W be arrl+00 to floe boalo`h hV S. The sw7rtritirtpt pocK kwhift Me sprft 11100k g and pwnpbag oquo"gaig anct any btofabrpa ,half be at /6" nVOntio*9 (78) Alt fetters flee awast pmpwW Ake and at bat arcs handed thae>4oft a 026) fleet clam arty oxhAV dwaft an all a**ft prq"d , sxvspt thee, a>titrers Ow Id upon w!►dott t m looarlad Mule fiend yin a Cmrarrnardet or kdaWtrti Met, tat; the pool may be comebuded no joas fton AwngNMe (M AW ftm Me AMrard prgM* On of such bard In a 0MMVVW 4r bratvat w IN 1A t tx tial4han the bt oo hsfalrah zany, Aod is kcafhd ab ub tree fear ara t* Aare of, ear is soyraws ffi0 atnaef *0ft any mmdanW dfaift a se*slodW, app wad; &-m. or Motrb>bary Shea be a sled or puma, eta as m soraan * sekt p la ftm tlaltw Rorer Nro .rtes es ptolpergr b aiedt falaioarldbi C Q. (AYsAatedad4 -Gfi) gal Vo board of areas Woore vW for ft proied an of 0a hooft seiGW, ntexula sad ya►lafat s of the c+ortmrurdfy isgL*o mwh adldfkrtal a wditm as t des ace r iribra�tartethfaahgrap�rpteni6a8 pr prq*G* 004 Outlaw parift Spas, Axadlrarr aw wranwsrn d ofNoov, arw o9wr ssora w s Avb* a , kirooa aftolo is tht ft w%ft of 004 retdFswhirreera or arm lbr• dL* mslnlbtrral ahG ptisada +Ira4r ba psrniMeaf aatder arpwal4tl nos patiiaat? pv>taardrsta. TIMo act**" dUrbmrae Mon~ I t this aftoorh fbr fir11 toaerlloa of bsls 114 ttsey weauld eMalaft a =a* w*wban dwetopatmrdt Ior the► dtab. 1Afst egaasat VW t is saotatforh be rsalved baosrNUa R eleaa not 01yrport a toots osntpsaa t 116* t4 farm >rsqui W by Iles Mhdkihbr *xwd No" ore cAlf4! vM ba Ittd6Md nloaa b lssp aelr wsrd6ndrd kft all an IUUwOwt tltriflhharlwadd f eta^ btwm%w wM ttr taaaled yrilRdtr 334t1rsdG Ot IStyr mtfrbNrS pr+t WIV llwr nett "Mmieftcl ft Ans6. AS. Fw&w, ** would M* b allow for conowdospr to be ntaasail srrlMaow a apatrolel WapotnMlt. 11. SECTrON O&J.D.4L PPMJCATI" AND WCUM To BE . SUDNINTM (MP WMMATiQlt IsflgtfWA) Tim appliant wgratadt to wakes this "*ftuft A tetrfSe l inisaest.s m"Is has � eonclucledso paht Of 1fu HORYmead Tgtnn C@VdMr 1111494 4hr Pho and places 25 12 SWM* 2t.fat i 3 i11NiNlI1111 YAW REQtJIF ItENIENTS 21.1-2 Aa(lam* tar rsakdsrstlpl and nn* atoaa dkattoe: No I mean of any soLtam, earderrsnp afpes sheaf► be brow closer MW ft (M) feel to sew readkataww or rani erMaa tltsbiot (Amended 7=1A,9$ 1.a92) say► fiasaeot agbeNig tAdit 41&g ft Afforilibe Test", *A t6hM.M a OMM " ne $�T Comty in writing offt ooze e M d P�'b ft n addreat " mas4ta Pochthe tog ad 6isProft 11 i boo beat asliediaa. Deah'inpt ft Afford" Team, varlfatdtah tpa hY (30) affacdil ie unit; the Mien as shinty :ball doe of each retklsl ar la4se tattth fear catch 1vran pr ,q& fo flee t ltaor neck CMW Jla Mi ag Ofto a daily of the nEw of low r� for seek so& unit tea" abut asldeveM thdt reafal u tfi for such mid ad fib treetn df the fatal at leaaeh 6a addKietnR +ham ft Afienlik" Team, tlhe *0040V"t oVEW d" praO& to *0 1br,aitj►, if ai�v rVaft 000re of TCUW or bMe OG°UM"°• at ,their dat Whiab* to teomtl noes as fm COOK" MW lwodit- v ftk omae (l) peer air appmvnrf of 0& roKmins *6 famawif wrests MbAll hs aoorkte A. I Mwft ft 0d tiEesae tt►e fntaeseeatioea of Taws cornet lkiva to dna "wise m barmy of Ana A. Meeting ;Dted vrM Um two ocirMbound anti two saaivaibeiund and W0086 cloy »oetldboond and odds apntbboU ad Heyde bb- laif3ally, ace bww in w& Macd s stray be utilised Mal an aft p - B. Tom C01W bdw VmAA* Access Read A) Atas dw Baofearn 6dep of do NM D noing bogy st the iduleeliaaa of Meeting Street 1a for 12101sac6001 NCO SMS Rmne 06, sire known ao Dickerson: R04 'Wail aeclion, of Town Cooler Dui" oat U be ppoofte*d Wareoormnadaortwo U vd buss, W* a cram efion Mppv"d by f alod VDOT in a nisi t"" 0•Ibot de f-My- Fat papoom af'tltiir! proffer 2, caeapeaa of mob staaa •rAdl►II lair► clowned oompiebe 19hon it oa 10 bee rsoonnnob ehd by *0 Atbmwk 0=0 Board of 3VVV*ts fin• 11004PISM faahto tLe ____ , I kned sySM ad ac owner ho allmmeed Roan tbo C=O mew a Mr's dMM1nMknr$ui 11 r11l+s,0 is ode 04 ao t.tiidaat fiCi�c; ft this Y D Code of hwift 40 O&D red Juno Amokpla, A�47 -o, ml wlh >rod a a Owner a ao pat of ad onjappoveii by 6a Vhgdax, Depaatrneatesf 'lYaaVM*das.MOT" 3• . T1se aLlawaetr shalt ocansfaaact at+wr ptlias vriatbia 'frown Comet Am Ate, The )ao g�o ohf the poblia tstttsit slaps ebW be 1600 sal are e pt ved + cufai Davdapamo-Fin seed ta4 deed is to Can* files. 110 ieaesfdaos "be e aayea by tiw DLeow of pBmmma 1>iOr td *Pv%aa of tba t°Jaet: aubellvinaass lbt of alto Plan for Tosam Owner Area A-2. X00 O ft tam d all in acgiamsofiaeh wifb ft sob 14 i:l'c % plot or cite pW at fhc mac street plops vkkh ictph* ft arras for 111e tiNI& love, lu design of asap pcb& tsaooK Wag finpli be aattbjaeat m by VDibtf and die t3otusfy ED&OW fiu�l irareiaMds no fen Man ?Q0 a foot of ' paved atac0aoen,dad iwrh beaches., . 4• CARIZOft wb dw 1S3st DIpat Rome Uwit,. the Oamer alratl ocxdhiibaate cask on a paunk br* foe' ft p'tmrp°ar $ of fioa* BWMW Dtkvv i35Cbb>r14 with irssdspotcta'ticec, pstblic SAW sicbool, pats and fibrwY hwrarvethassdt The posh 3 fast art heft too da4%g fl"i"t. prior ft iodnrame by me County Of a bAft petnait that MOW aurddaew flea Mo*mbou cat Mora dim 2W M sgtun lbtt Of BMW Boot S M (60011M) of oaemne;tahl sad ofBoa Musa toot atsasvIthia fbo Property.l3edd14htg parmo<its sLstl Love beam auosrhbd: by dw QUM ft 9leeut.00 dwe'limgunits: 12. VOW Oft CIMMOdW 1Jpah the. vgaea of ft Cmaty, the Owner slse]l deaiiesirr for pdaim fora et adtirircai:'a * to be "cop ice by VDOT ad ft Cou*Y b4ftm, awft tow 'gown tamer Drive tq do Property's boundary with. use P Briefer Callenos an sw aLdorn an 'ILs Claaeral Dtavdehpmetaot 1'Iaa and vs�s.Hiodc 06 eat: shown ft Moo& Plan (fbs "'Willow Cliemr Casmecdw" Upon ft tegeseat Of Eke CMIMM to tarot= oaken anedt in eaeahaeadts 1cr f VV IOry Glean (,man and A toperrury► cau4dkhn 10000 to op�tplide parties, MIUMOB ft. &%vidper office propowd Wallow, ie :itlldW to caution of the 'Jlri iew Mon Connection. Approval d 1he County Eniiinga end ft Omar dbt to lodletim oditse orraasecdm in 'ff Mow fin mw be sniffed f om the alkea aaeawa in the Genow DetvelOP A Plan, to a.raeaer aotBtasido locodw to bat to Ownmr.and the County virIN& SO p ovides access fiVM winow tllaa to Tcaysarh Cater DdV& 13. 00"c IhO aao4uest of the Gamat+l', Ovmw doz yen f and canaadlt tea a ComamtmNy iiaaeloplymuark aowity A'9 to Seatlttd 132.315x, of eaq. d tm Coale od''il'ugiaodlr (" `Codet') io be ooextoil voluft residential, psopexty win 1116 ple"01% ibr he Most god fiaww*& liatog Pte. mo nsifliCft =kqb& NUOftw, Or (except to fim 17rf i VOOT mahmis any pew is oemado Roll 29, ad rtdtbs road 00M kVwvasca+eata meodatal 6MM&h. Win" 1110 dO BF W . LLC, MAMM fir • vim. C.-- --., *SCOTT R. COUJNS% U No. 35791 rONAL E1 a an N O a� ce Z C) °D N Uz W F_ W 0 o oO H � _j z 1U) i■■1 _j � a an N O a� ce L9M W F_ z Q1 W U N M z a o N F_ (TIN WN Q _� o W 3 0 0 W J ° N o c YEN � a y a c n L9 0 E-4 ce W° r- r- o LU UL t� LL Q W L.L 0 x W _ a m U N r W = Ul W H O z w V ' Z_ z W Z w z t>s■Itn>st w � d J 0 �-•♦ W C CL J H ` 1 a ' Q N WU LU x O O O N N a t7u LU E U ° c=ih JOB NO. 102036 0 ° SCALE N/A a a SHEET NO. 34 V , I \\ I I I 1\ \\ / I / ! 1 I - -- , \ \�, lYll b � \ , -- -- - I " , / I � I I ! � I '. – --- r__ 11 J, 0 — �& I" I — – ___ __­ / , / � / " , .,I - . ) i � I f , , � \ \ �,' I 11, \ ,� I � I\,-- -- , I ,�j " ,___ - - - / , � RT. 29, LLC/ I N. / I I / \ N, ,,, -11 ) I __ _____ ____ " t , , , , , IE , ( I 'I I ,I , � , ; , . J\ \ , __/� - ___�� . , , & . ! \j \ I . I I , ,/ � / /, , j /, k /f I I� 1, ,-\�N, , :�J- - - -.--- -, / V " !, , "t � a ,- � I � , /I � \�' , __. -- , , "_ .,_� ___ --- /' �' ZONE: NMD; NEIGHBORHOOO MODEL D;STRIC /, . - ( I � , / I 1:�� I � I f)l iii �' " , � . - -�,, , , 11 � � / I // I i � / <�� j "_,� � \ 11 , I I ., � " --- - � . .- , \ / / / I 1, / , / / / ,,/ - � \ � � I __ , -_ - _­ \ \ I , - I -.--.-, ) " I " �� 1� 1, \ -_v �:7 � -.---- - I . - _-__ - .. -1 / . )l ". . .11 � / � \1 .. �. I � I 11 --- i ) / / I - -"-. " ,� I --, -, ­-­- I \ ll�, -_ - - - __�I, , _��_ '------ _____ __� ____ 1. � / 11 ) ,I . �'ll \ I ./ / I � I , --- -, - - - I I I I/ ylp_ i I I , , , - N, �, -_ -00-00-05000 " , - / / / ) lel� I I , I � , /, ) I ; I \ \-"-,-" � - EXISTING 12" TMP: 03200 1 / I I / I - ---��--, , - , I,,. I , , 1 , - ----- , I -- - --- . '_­_ -_ , _­ I USE: / 11 11 / \1 ��� ; j ) I / , , t / / � , I 1, I I I /'l - , ,-IN_ . , - _____ I" / I, / I �l i / I I - ­­ - /, _�/ \J, --,-- \ - - I t.i! i I I, \ I.. / // / . � - / /',// ( _-.— � -_ - , -- � - " `­ ---'- ____ - WATER LINE "I � � \ I I ) �l � / I / . I - I . I I I �,_ -- , -1. / // -- , , " � _sr __ Q�_ - ____ .---- �. I . - I . / 11 I I � / i ; \'N' RT. 29, LL� I 11 ,_/ � / i ! / . � I � , , . \C - 11 ______ ___ _j _�j EXISTING F.H. . I D.B. 3801 PO. 616 / / /' , � I JE � I / � i , 1 ,4 - ... a. SCOTT R. COUINS% ) I 7 , '. . , - ------I-' "I I \-- I / I i I . _ . \ \ I � C­ - i , I I 1, / I I � / 11 /, /, 0 i I --- - ____ .---, - - . - - ----'--- __ " I .1 /\ ) I / - ----.-- ____� __ ". � ; ; / Q \ \ EXISTING 12" 1 ZONE: NMI; NEIGHBORHOOD MOIDE�L DISTRIC \ _ d, .. : / / p : / I " - , �' _�j � _,`� - ?�__ — _.. , -11 ___ .- - -,--. / � il, , Z' - it ii / / � // \� / / I / i No. 35791 �� I I " - - - -4-- , I ___­_!_ ­_.- - � \ 0 , WATER LINE � / TMR: 03200-00-00-04500 \ . _uj -- " I / \ / \ )'; � , , - ---"-,- _-, - I .-,---.. I I - 0 \ v / zzz�- ,��%,q \,�. P_ _lZ I / \ ) � � \ _� IF - .- __1 .; I - _____ - � \ I ! I I � ! � - __��- t L=182.599, R=970.4 . 11 7 .. / I� I . - IZ I/ � , / / I , -/ 10 I I I 11 - _----------Z:z _­ -- - I Aqw .1, � __­ ---.-- � /,. � 1( -//ig � I - - / -- - --- I 3! - .1/ ubt: VACANT \ / :� I , 1 \ \ \ , ­­_ / .�_� -,,­I� � I ) I - -1 - -- - \ - .- 1) \"� 1, \ \ W_ -0 � � , ` v / /it' I / ,* �_ -?/7-5 ,. I / � I __�___­� _�,_ - - ___!!�___iFl�_ 1 . 98, R=9 U. A=10.7899 � I , , // -11 ,-, \" - . I / ///) - / , , I Ic / I / - r I 1�_ 11 ,�� I - D.B. D.B �801 PG. I / �4, \ . __ /I I/ \ 1, I - . "I / ..: . , - . f- __ - - z �. . � § / I __ _ - - " I / __1 " / / /1, , \ / - I - -,--, � I __!!__� 7�7 . t75 11 � =zt �m I Ll =1 82. 99� R=970. I - - , , `,I I lo, j / . ,� IN � / _ - - - m -1 I 11 � I\ _7117- I/ 'tONAL Ff* / . _­v!!l'l!F ; ., !!, - ------- ---_1�7- _ -- / �l 11 - -- , ., I _�-­ - I I---.- � I I ! ! I 1, .1 " . __;;� __ I i ; R -A ., __ , .., - --- ------- �_­ . ___ � __ I � ! \\ - - ! !!! ! ! � / . . . ., . I I _... I ,�,,_�--;;�---_ - __ , I- --- . .- -.--- — - , - - . �__.;-- - - I __ , , IN - N, ____17� 1 ! 11 ' k I " � , __`�_ / /� -." - �­ --- __ - " / - .f I/ TOwNC' , -- i , . " ­1111111111 - 1� - - 1� -_ 7:�� / -, ------ ----. w: , � � I / _f ­­ - - -, ---:27 _7AZ�_±� 11 . . ',._. 1__ :E_ __:�� W,7�__� . ­­_ _ ______ -----__. - - �c :" ­ / I/ "I - _�� - - I If . .. - Wq�Pysuc 7���� i y I COLIMBIA 11 HOL CYME�S L / . ) - " ._�_ - I . .. -.--- - - I - Z­,- - ' _7 . .. f C/O PROPERTY T DEPAfITME14T v��/ V \ - , - - __ __ I - ��� . \ \ --7/-�_;;�_- __ �_ - DI � / /// � � j � I -, - -_ : It --- --- ­Z��_ �-.--- li ,6j ,6j-�IV� , \\\- 7o - I � 1. I .. I 'D DEV _OPMgNT M�XE L I - , - - - - _\_ - Z ____ - /____ - �___­ I- 7-9- #---' I rop - -df ,V4�A8X I . \\';Z�� 'j�, ", ,. Z : PLANNED - �, / _4- -T _ __s:��.'_l____ I __ - - // / 'r-c-t.ja !af .. , I .. - � 1'� COMM. 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ST S sTM N 4f24- @ 0.50% T S (TYP.) �x n -_ IF 24" RCP 38.20 24" RCP 1111 -. 78.50 LF 0.50 °�6 % -' -t -- -� III LF @ 0.50% -- .., 18" RCP Ili 138.08 LF @ 0.50% G W t-u z (u o a W -) 0 525 102036 24" RCP III 7 ' ' ' L024-w FR - CL. III M STO CP TO M UNDERGROUND SYSTEM. INV. OU - OUTFA INTO (INV. =528.7) .- - - -- -38.77 i 24" RCP III LF @ 0.50 - -- - - - - -_ _ _ . -- - C DE IN =52 TECH N110N .97 do 520 131.96 LF @ 1.16% _ 520 V-24-RCP III i -- 48.34 LF E WE GENCY @ 3.51 % OVFL W - ER - -- STORM SEWER TO BYPASS 515 _ - - _ _ LARCE STORM EVEN IS) - - -- - - -- - - - - - -- - - - - - -- -- - - -- - -- - - - _ _ 515 STR 4; VDOT DI 313, L= 8' - - - - -- - - -- STA:10 +33.18 TP:526.23 - -I - - - _ - - -- - -- _ INV IN. 521.77 TO 6 l 510 INV IN. 518.90 TO 52 _ INV OUT. 503.00 TO -- - -- - -- - - -- - - -- -- - - -- -- i - - -- - -_ -- _ - - - -- - - - -- - - - -- - -- 510 -- i f 505 OT STn. SL -1 ( ) _7Z_- I ' i - -- 505 500 RCP IV I 500 - 24" 20.68 LF @ 4.84% 495 _ -- -- -- - -- - - --i - - -- - - -- _ - 495 492 i 492 >> �j W LL co r- 04 to ti t0 cri tM In to N to 1MA M ti t�f 00 O tri I` cp IA N A to N ccoo Ili 113: M LO m m LO et M d o M 12th cp e- m ed� tl Qd IA 9? W to 10+00 10+50 11 +00 11 +50 12+00 12 +50 13 +uu 16 +0u -141rw NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. NOTE: MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE: MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.• VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES. NOTE: VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE: ALL PIPE IS CLASS Ill RCP, UNLESS NOTED OTHERWISE. NOTE.• ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEO TECHNI CA L ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. IRTOU 1.7TUU 10"ru J 1Wrvu IQT.7V 1 /TUu 11'rou STRz8 -OUT I pTUV I OTJu !U w i v-r U LUTUV 4vz;wuo L I TV V L I TL.7 VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch -- 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. o.�� r SCOTT R. COLLINS Z No. 35791 �. 's, ONAL E '� J z O °D z W Z N W p � O _j cef I J w� 0 H i N O H SHEET NO. - a (f a S as LuW M z C31 N W U Z 0 (0*� W N 0 Q L N W � 7 Q W 0 w J � L 04 O W o W ~ L.L Lu ae �, o W 3 Q 0 V W° x W = za a_ U i W 0 t a o ul w > a 0 a H O C? C_ W w (/1 41 Z (7 20 L L W W Z W CL QU L J H U F-, w Q 200 J w 0 Q 0 L W j � U � 444411(i�����"M��tj N t �./ n .., O G W t-u z (u o a W -) 0 JOB NO. 102036 T SCALE 1 " =50' t= SHEET NO. - a (f a S 0 J d' co Cm" AO Q 0000 u�jd:MN 00 540 a 11 540 10+00 10+50 11 +00 11 +5011 +70 12+00 12 +25 STR 30 - 6 1 STR 44; VDOT DI 313, L= 10' STAR 1+49.39 STIR 14: VDOT DI 313. L= 80 TP:548.02 0 m n STA:10 +25.00 530 INV IN. 538.29 > + O w to U? I- for ?Z o PIN o N C4, M - cO U O TP:544.50 INV OUT. 538.19 TO 14 M O °I W) M cc EXISTING INV IN. 530.13 TO 16 -- (1) co F- I T_ - o 03 A RADE - - -- , (P 4" D.I. _ 535 GRADE 1 FI ELINE °> ° 535 \ TP :526.23 545 " INV OUT. 530.03 TO 12 0 �O Q _ � a O -._ E 545 .....___ _ coo co A O mm rn � WITH h IETER AULT Q n 0 I (P) "D.. S C4 CV) LOO u N a co co POSE GRA F-Q MOO�� _ FIR LINF_ EXISTING-1. OMP TION �! 540 °> `� n n F:/ ;51 z Z CIO GRADE_ 545 540 (TYP. cl 9 Z Z � Ic - - - I G DE (P) 2" D.I. WATER LA ERAL PROPOSED -6 I 77 jv) P 8" D.1. 530 INE WITH YIETER AULT can - 530 (P 6" PVC SANIT RY 520 3.80' 540 00 (P) 6 PVC S NITAR GRADE__ SEWER LATE ZAL w 4 T FIE LINE IDE T ERAL - _� 520 EV =52 3.21 7 - TIM31. 3 EL =526. 525 � AT WA -LAT 1 15 RCP III 7' 525 515 45 4SANAT ' - T 3 M @ 0 52% i •19% / L777 ' / 11 530 TIM 2. I 15" RCP 111 !NE 510 530 22.13 LF @ 13.10% _ 15 "RCP III STM j _ I 3_2 _ 520 -S F 1.03' - 38.11 LF @ 0.50% 520 535 I 15" RCP III SAN COI -s zll N E 518 _ - 535 135.84 LF @ 0.50% _ 518 JN - 15" RCP Q OD N � OD N w w W 505 ch °� v- ai n Op to o 525 124.39 LF @ t� In 505 w U. VDOT Sm. rAIDO"" STD. 10+00 10+50 11 +00 11 +5011 +70 12+00 12 +25 STR 30 - 6 1 STR 44; VDOT DI 313, L= 10' STAR 1+49.39 STIR 14: VDOT DI 313. L= 80 TP:548.02 0 m n STA:10 +25.00 530 INV IN. 538.29 TO 46 PIN o N C4, M - cO d ~ CD TP:544.50 INV OUT. 538.19 TO 14 M O °I W) M cc 530 INV IN. 530.13 TO 16 INV OUT. 526.40 TO 6 PRO OSED RADE - - -- , 0 c°•i ° ui _ _ ! 550 INV IN. 537.57 TO 44 �if.� -�0 > c+o \ TP :526.23 545 o INV OUT. 530.03 TO 12 0 �O Q _ � a ISTI G GRA E 545 r L% O= _ coo co A O mm rn � 530 PROPOSE) I __ -- I M 00 O O S C4 CV) LOO u N a I -- GRA F-Q MOO�� 'it tn C, N�ti 525 EXISTING-1. OMP TION �! 540 °> `� n n F:/ ;51 z Z CIO GRADE_ 545 540 (TYP. cl 9 Z Z � Ic - - - I 545 \ PROPOSED -6 I 77 jv) P 8" D.1. ATERL INE 520 __- can - 2.8 EXISTING - 520 540 GRADE__ 1.00' w 4 T 1.2. IDE 540 - _� 520 3 535 � 1 15 RCP III RCP III 515 45 F @ 0 52% i •19% / L777 ' / 530 TIM 2. I 15" RCP 111 510 530 22.13 LF @ 13.10% _ 15 "RCP III GRAD j _ I 3_2 _ 515 -S F 1.03' - 38.11 LF @ 0.50% 535 I SAN COI -s zll N E _ - 535 3 !% _ - 15" RCP III - a 525 510 505 525 124.39 LF @ 0.50% 505 VDOT Sm. rAIDO"" STD. 505 0 C . Ill RCP TO OL TFA OM 530 SL-1 .) CONTE UNDE GROUN DE Li ON 530 -( . - - - -- - -- - -- - - -- - - - -� - -- - - --f-- III { IN-5A7.00 528 INV. OUr=521 5'7) 520 55.59 LF @ 1.98% a0 Q 528 520 W w W0 _- I _ _ 15" RCP IV - i - -` - -- U. 518 I I 62.40 LF @ 8.41 % w u- 518 wui M� ~ 00 ccQ��� 10 +00 10 +50 11 +00 11 +50 12 +W +13 12 +50 12 +75 STR 46 - 14 STIR 34; VDOT DI 313, L= 8' 550 STA:10 +80.59 0 5-in 10 +00 10 +50 11 +00 11 +50 STR 38 - 6 O_ Q II I J J � C6 20 00 O 530 TP:537.53 PIN o N C4, M - cO d ~ CD M Q INV IN. 530.40 TO 36 - \ M O I W) M cc 530 co INV OUT. 526.40 TO 6 _ i '+� to \ ,n �if.� -�0 \ TP :526.23 545 o m `r O 0 M___ 0 �O Q _ � a d o Lp L_ 545 INV IN. 521.77 TO 6 _ coo co A O mm rn � 530 PROPOSE) I __ -- I M 00 O O S C4 CV) LOO u N a I -- GRA F-Q MOO�� 'it tn C, N�ti 525 EXISTING-1. �! 540 °> `� n n F:/ ;51 z Z CIO GRADE_ ` 540 cl 9 Z Z � Ic - - - 525 - -- \ PROPOSED ai LO I 525 520 __- can - PROPOSED EXISTING - 520 GRADE__ 520 1F, J 51 IDE 535 - _� 520 3 535 � 1 15 RCP III RCP III 515 F @ 0 52% i •19% 515 -T--7 530 ( Tom_ 2. 15" RCP 111 510 530 22.13 LF @ 13.10% _ _ _ GRAD j _ I 3_2 _ 515 -S F 1.03' - FILL AT - I SAN COI APACT N E 3 !% _ ( P.) ! 525 510 505 525 510 505 rAIDO"" STD. 505 0 C . Ill RCP TO OL TFA OM SL -1 (TV.) CONTE UNDE GROUN DE Li ON 47 SYS TO S ORM S I V. 15" RCP III { IN-5A7.00 do INV. OUr=521 5'7) 520 55.59 LF @ 1.98% a0 Q 520 W w W0 _- I _ _ 15" RCP IV - i - -` - -- U. 518 I I 62.40 LF @ 8.41 % 518 wui M� ~ 00 ccQ��� wU- LO 495 u' �l,n ul 10 +00 10 +50 11 +00 11 +50 STR 38 - 6 O_ Q II I J J � C6 20 00 O 10 +00 10 +50 11 +00 11 +50 11 +842 +00 12 +25 STR So - OUT 1149200 12 +25 STIR 10; VDOT DI 3B, L= 8' STA:12 +61.08 TP:540.06 INV IN. 529.07 TO 12 INV IN. 530.96 TO 40 INV OUT. 533.00 TO 8 1 540 I r I? 535 15" RCP III 48.74 LF @ 1.69% 525 522 _o u J O tm N 00 o h M Lo 545 + LO � 6: � > STR 42; VDOT DI 3B, L= 8' Co N P - i STA:11 +11.77 I TP:536.52 INV OUT. 532.08 TO 40 535 wM 'i'azim INK MIN SA /I Y L(p) �" D. 1. WATERLINE 15" RCP III 38.03 LF @ 0.50% 522 530 PIN o N C4, M d ~ CD M Q N o ti 0 g O , I W) M cc 530 co wu _ i '+� to - 17 LO cwt �if.� -�0 \ TP :526.23 Q o LO d o Lp 530 - INV IN. 521.77 TO 6 mm rn 530 PROPOSE) I I 525 I -- GRA �- -- 525 EXISTING-1. �! NO GRADE_ 525 -- \ PROPOSED I 525 520 __- -�- - - - 520 520 51 520 � 1 '150 RCP III 515 __ ___._153.92 F @ 0 52% •19% 515 E KISTIN 510 _ _ _ GRAD 510 515 _ F LL A - FILL AT - COI APACT N TION - _ ( P.) I, 510 505 510 505 rAIDO"" STD. 505 - SL -1 (TV.) _ Li 47 500 500 500 , ,' a0 Q W w W0 c °' O O us � _ _ 15" RCP IV - i - -` - -- U. I I 62.40 LF @ 8.41 % 495 ( 495 490 490 488 I 488 O to of M N w W 0 0i, LO N LO st to n "' et n et to n t0 �O n III 10 +00 10 +50 11 +00 11 +50 11 +842 +00 12 +25 STR So - OUT 1149200 12 +25 STIR 10; VDOT DI 3B, L= 8' STA:12 +61.08 TP:540.06 INV IN. 529.07 TO 12 INV IN. 530.96 TO 40 INV OUT. 533.00 TO 8 1 540 I r I? 535 15" RCP III 48.74 LF @ 1.69% 525 522 _o u J O tm N 00 o h M Lo 545 + LO � 6: � > STR 42; VDOT DI 3B, L= 8' Co N P - i STA:11 +11.77 I TP:536.52 INV OUT. 532.08 TO 40 535 wM 'i'azim INK MIN SA /I Y L(p) �" D. 1. WATERLINE 15" RCP III 38.03 LF @ 0.50% 522 10 +00 10 +50 11 +00 11 +25 STR 42 -lo 1535 - M Q N o ti w W in cc LO co wu i '+� to - 10 +00 10 +50 11 +00 11 +25 STR 42 -lo 10+00 10 +50 11+00 11 +50 11 +7912+00 12 +25 STR 52 - STR 4 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30,3.04. NOTE: MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE., MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.: VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES NOTE. VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE.• ALL PIPE IS CLASS III RCP, UNLESS NOTED OTHERWISE, NOTE.• ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE `O 0 25 50 100 ( IN FEET ) I inch = 50 ft. 20 200 ' r R. COLLINS7,0 NO. /357/91 .1.. 1, &5 / J ZONAL .J z � o m 1n z N g W w o°� O ,j LL 1�■■1 � z Ce Q z 0 Ln .1 L N O a, 0� w M F- M ZZ LLJ N V M z 0 N F- 0 � Q W " Q °z �Lu w W �w D W � 1' z w J c0 z W ,.J J o � N 0 O-v , w o ►"."+ a C W N F- L c W �o Lu Q 1 Ce. CL O L O L 3 s� �" z < W F_ U.1 L ° a ' w a� x U V N ID V W Q W x z 0 a �. o W o � T° H Q t7 o= ul F__4 r.0 o ° v s � 4 L w ,`. N C 0 � cL r o W Z r W � w .� _ rT� CL z v J p� J 0 J 0_0 ° O 'Q W U o aU a W > ° < 22 2 U p Wx -0 e °' W r� rrnn � E O � c m 0 b uJ E > O _ N W fl- (A v v ]08 NO. .c 102036 o (no SCALE ° 4' -v 6 1 " =50 6 V c N v o SHEET NO. n a 9 va v >, r c F- v 1535 - 535 STR 4; VDOT DI 313, L= 8' STA_ 10 +33.18 - \ TP :526.23 530 - INV IN. 521.77 TO 6 mm rn 530 INV IN. 518.90 TO 52 M $ i INV OUT. 503.00 TO + NO > (� (� z 525 -- \ PROPOSED I 525 XF 520 51 520 '150 RCP III __ ___._153.92 F @ 0 52% E KISTIN 515 _ GRAD 515 - FILL AT 95% OMP TION _ TYP. I, 510 510 505 - 505 _ 500 500 a0 Q W w W0 c °' O O us � tD N `� t l et t ! to ch LO % to i U. 10+00 10 +50 11+00 11 +50 11 +7912+00 12 +25 STR 52 - STR 4 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30,3.04. NOTE: MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE., MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE.: VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES NOTE. VDPT STD. SL -1 REQUIRED ON STRUCTURES 14, 4, & 48. NOTE.• ALL PIPE IS CLASS III RCP, UNLESS NOTED OTHERWISE, NOTE.• ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE `O 0 25 50 100 ( IN FEET ) I inch = 50 ft. 20 200 ' r R. COLLINS7,0 NO. /357/91 .1.. 1, &5 / J ZONAL .J z � o m 1n z N g W w o°� O ,j LL 1�■■1 � z Ce Q z 0 Ln .1 L N O a, 0� w M F- M ZZ LLJ N V M z 0 N F- 0 � Q W " Q °z �Lu w W �w D W � 1' z w J c0 z W ,.J J o � N 0 O-v , w o ►"."+ a C W N F- L c W �o Lu Q 1 Ce. CL O L O L 3 s� �" z < W F_ U.1 L ° a ' w a� x U V N ID V W Q W x z 0 a �. o W o � T° H Q t7 o= ul F__4 r.0 o ° v s � 4 L w ,`. N C 0 � cL r o W Z r W � w .� _ rT� CL z v J p� J 0 J 0_0 ° O 'Q W U o aU a W > ° < 22 2 U p Wx -0 e °' W r� rrnn � E O � c m 0 b uJ E > O _ N W fl- (A v v ]08 NO. .c 102036 o (no SCALE ° 4' -v 6 1 " =50 6 V c N v o SHEET NO. n a 9 va v >, r c F- v INLETS IN SUMP, DESIGN (CURB SPREAD AND NLET SPREAD AND DEPTH) 0.90 1 0.126 1 T O.bO 24 DF38 8.0 In"ty 4.00 Alom*ly Is 4 irVW for 6preed arid 6.5 Wtv for Capacity and depth) 1 0,125 combined 0.24 1 0.90 0.218 Is Marminp Ceffl n is 0.013 6.0 0.81130 22133 6.36 0.71 0.5 0.14 4 0138 6.0 combined 1 MOO Curb arid GI 9.25 15 Inlet Inlet I*drdooy 30 Di-m av 519.90 153.92 15 3.30 0.9 1 M MM 6.0 -0.9 0.118 0.0010 O.D200 2.0 611 4.1500 38 0438 0.0 0.6 0.28 0.217 0.50 01 0.0500 2.0 34 40 0438 DkV 15.0 1110 0.76 2.0 0.0W 44 DIaB 8.0 0.00 90 26 46 F 7DZM7 14.0 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.240 0,79 52 DM 8.0 all 1,8800 3.31 0.67 2.9 36.1 V 26 0.1463 0.1463 0.1463 0.19 0.90 0.17 Inlet Hydrology 6.47 2.0 0 24 4.98 4 4 go -0 ---------- - 16 38 8.0 Curb and {Rutter 0.90 0.090 0.36 24 5.99 US 5W.13 0.0375 Inlet 1 24 605 24 6.05 0.0mo 10 0.011Y) 4.11NO 6.37 W Uj aeo 61.96 0.0050 15 4.6 1011 0.14 0.070 0.28 moo 0.28 VA 0.14 0 101 0.070 0.26 0.00 1.28 6.38 0.0010 0.1210 2.0 0.0630 4.1600 6.37 aeg 38 Izo 0.38 0.90 0.324 co 0.00 0.6 1.30 0.0D5O 0.0325 0.188 : 0.011500 28 043C 6.0 532.57 532.00 114.57 0.0050 _5181 4.6 4.1 1 27.9 0.1500 0.1606 all 0,20 0,W 1 0.252 1.0 0.00 0 0 1.01 4.0 a0010 o 0.060o 2.0 0,0 M 1.8800 OM 0.42 1.96 0,00 0.14 1 0.90 1 0.126 1 T O.bO 24 DF38 8.0 090 1 0,125 combined 0.24 1 0.90 0.218 Is Wit 6.0 0.81130 22133 6.36 0.71 0.5 0.14 4 0138 6.0 combined 1 MOO 4A-5W 9.25 15 1.000 sm QeG_ 30 Di-m av 519.90 153.92 15 3.30 0.9 1 M MM 6.0 -0.9 0.118 0.0010 O.D200 2.0 611 4.1500 38 0438 0.0 0.6 0.28 0.217 0.50 01 0.0500 2.0 34 40 0438 DkV 15.0 1110 0.76 2.0 0.0W 44 DIaB 8.0 0.00 90 26 46 F 7DZM7 14.0 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.240 0,79 52 DM 8.0 all 1,8800 3.31 0.14 1 0.90 1 0.126 1 T O.bO 0.00 combined 0.14 090 1 0,125 combined 0.24 1 0.90 0.218 0.01 0.00 0.22 1 0,90 1 0.190 1 0.79 0.00 combined 0.14 090 1 0,125 combined 0-14 ow 0.126 0-50 0.00 0.22 1 0,90 1 0.190 1 0.79 0.00 combined 0.14 090 1 0,125 0.50 0.00 0.381 0.50 0.0610 0.0375 20 0.81130 22133 6.36 0.71 0.5 0.14 0.90 1 0.6116 2.05 combined 1 MOO 021 1 0,90 1 0.1861 1 0.76 t 0.00 0.72 1 010 1 0."11 150 0.00 combined 0.55 T-0.90 0A06 1 1.08 000 combined 0.8 -T- 0,50 0.0D10 I O-O0.0500 o., G 1 2.0 8:1111 1.6800 4.18 0.75 0.240 0.5 2.85 00010 0.0200 2.0 .0W �0 1 4.1 500 1 - 114.03 - 0.33 114VERT ELEVA7IDNS L I ENGTH I SLOPE 0.381 0.50 0.0610 0.0375 20 0.81130 22133 6.36 0.71 0.5 0.76 0.20 0.8e _100110 0.0 4A-5W 9.25 15 1.000 sm QeG_ (I nfensity is 4 inifly for spread, and 6.5 Inthr for capacity and depth) is 3,59 3 So 519.90 153.92 15 3.30 0.9 1 02' O.M 2.0 0.0010 -0.9 0.118 0.0010 O.D200 2.0 0.0830 4.1500 8.35 0.58 28 0.6 0.28 0.217 0.50 0.0010 0.0500 2.0 0.0= JeM 4.48 0.76 2.0 0.0W I-OW 7.40 0.03 0.00 90 26 0.03 NA 013 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.240 0,79 0.0010 0.0N0 2.0 0.0830 1,8800 3.31 0.67 2.9 0.8 -T- 0,50 0.0D10 I O-O0.0500 o., G 1 2.0 8:1111 1.6800 4.18 0.75 0.240 0.5 2.85 00010 0.0200 2.0 .0W �0 1 4.1 500 1 - 114.03 - 0.33 114VERT ELEVA7IDNS L I ENGTH I SLOPE Dik I nbnsiV r" 6.50 FLOW Tom (Intensity is 4 irVhr far MR ACCUNI 2.7 C 0.460 0 0.76 0.0010 un 20 1 0.0830 1 4A-5W 9.25 15 0.52 Intensity F6 T.6 _71 (I nfensity is 4 inifly for spread, and 6.5 Inthr for capacity and depth) is 3,59 3 So 519.90 153.92 15 3.30 0.9 1 02' O.M 2.0 0.0010 0.0= 1 �2.0 �0.0= 4ANO 14. 0.0050 Curb and Gae' Curb and GuNK Manna Coefficient n is 0.013 I niet Hydrology. i 28 22 0.28 0.50 0.14 Inlet 'rig 2.0 Ind 0 0 .407 1.08 0.0010 t(115110 2.0 0.0W I-OW 7.40 0.03 0.00 90 26 0.03 NA 0.01 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.56 0,29 1.87 524.00 2.0 533.60 0AW 0 WETS IN 31LINIP, MUM (CURB - SPREAD AND MET SPREAD AND DEPTH) DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF_ CA INLET TIME RAIN FALL RUNOFF Q 114VERT ELEVA7IDNS L I ENGTH I SLOPE Dik I nbnsiV r" 6.50 FLOW Tom (Intensity is 4 irVhr far MR ACCUNI ACRES C 26 A MIN MIN C.F.S. Maftngs Coefterit, n is 0.013 FTJFT. Intensity F6 T.6 _71 (I nfensity is 4 inifly for spread, and 6.5 Inthr for capacity and depth) is 3,59 3 So 519.90 153.92 15 3.30 0.003 0.40 2.7 0.0 5.13D 6.35 7 11.611 WZ67 6 Moo 114.6 0.01 0.0050 Curb and Gae' Curb and GuNK Manna Coefficient n is 0.013 I niet Hydrology. i 28 22 0.28 0.50 0.14 Inlet 'rig 5.00 Ind Coefficient n is 0.013 0.45 631.90 531.21 13&1 Inlet 0.0050 is 4.27 1 4 27 32.32 1 0.00 90 26 0.03 NA 0.01 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.56 0,29 1.87 524.00 0.0190 0.0080 0.0440 533.60 533.08 104.30 0.00)50 1 15 4.6 1 2.9 36.1 V 26 0.1463 0.1463 0.1463 0.19 0.90 0.17 Inlet Hydrology 6.47 2.0 0 24 4.98 4 4 go -0 ---------- - 16 38 8.0 Curb and {Rutter 0.90 0.090 0.36 24 5.99 US 5W.13 0.0375 Inlet 1 24 605 24 6.05 532.98 532.67 61.96 0.0050 15 4.6 3.6 17.3 0,1463 24 15 0.28 0.90 0.25 0.56 5.99 6.38 3.6 12 10 14 38 Izo 0.38 0.90 0.324 t.30 0.00 22 1 1.30 0.0D5O 0.0325 3.21 0.011500 t to o 2.0 532.57 532.00 114.57 0.0050 15 j 4.6 4.1 1 27.9 0.1500 0.1606 22 9.44 11.45 0.08 0.90 0.07 0.64 [_6-35 0 0 6.25 4.0 15 - 12 1 12.0 015 OM 0.488 1.96 0,00 1.95 20 2.0 0.08%) 42 38 10.0 0.21 531.90 531.21 138.08 0.0050 18 7.4 4.3 32.3 14,02 0.0200 4 0.52 0.90 0.47 1.10 d 9: 6.7 11.61120 0.1463 0L1429 520.62 1 7.92 1.79 1 6 1.25 0.76 30 6 0.16 O-W 0.1144 0.144 5.00 6.87 1 0.96 524,08 523-40 1136.8 0-011 0-0050 15 2.94 46.19 0- 18 36 be 0.14 0.50 O.M 0.,* 1 0.00 0.46 0.00110 .0200 38.20 2.0 0.093=0 4.15W 7.64 79 0.0200 18 20 0.14 0.90 0.13 MM 1 0.14 0,50 0.070 0.40 1 0.00 0.48 0.00101 .0200 1 1.89 2.0 0.1=0 4.1500 7.04 0.09 16 0.125 so 38 1 12.0 0.67 0.90 0.8W 530.82 0.9 78.50 0.0050 24 16.0 5.0 15.8 .__2-0 16 9 0.10 28 EDI.3C 6.0 0 5 .99 combined 0,1364 12-12 Z 40 1.18 0.74 ago 3 2.2 1.8 14 for drainina _ •inlets to slornwater minagernent facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 1451 0 0.21 0.90 am I 530.13 1.64 0.0050 24 16.0 5.0 ow 1.6000 0.97 0.42 0.36 0.90 0.32 2.15 7.42 5.96 12.8 44 14 1 1 1 0-1180 5.17 46 1.19 638.19 537.57 12 OV 0.0050 15 4.05 30.68 Pipe m 5D48 so 530.03 529.26 154.32 0.0050 24 16.0 1 5.6 273 1 12 54532 0.527 Zi 0.49 + 7.87 5.84 15.4 ogo ass aue 5.22 &SO I 491100 67.4 0.01 0.1076 Dim 8.0 Pipe m 52-4 combined ftw 1,8 529.16 529.07 18.60 0.0050 24 16.0 5.9 3.2 10 an 0,U 1 0.1211 1 0.82 1 .00 0.82 0.0010 1 =75 533.01 2.0 0.��2 2133 6,43 0.71 O 0.1 61 _0.90 533.00 530.75 47.60 Uj I 49.2 14.8 3.2 8 0.00 0.90 0.00 3.49 7.98 5.82 25 38 8.0 0.28 0.50 1 0.140 0.01 533.43 0.00 0.91 38.03 1 0.0190 1.26 OMW 91 1.0 2.0 527.00 0.0830 148.34 4.150D 0.84 42.4. is DM 6.411 111429 combilled 11100 0.9 1.12, 0.91 8.04 0 23.7 22 38 6.0 0.08 0.90 am 0.24 0.90 1 0.216 1.40 1 0.00 1.40 0.0mc 536.52 0.020D 2.0 o - on 2.0 0.0121 OLIN 24.9 4.1500 0.87 &,5120 0. 1463 0.1473 0.22 4.09 8.27 1.47 0.47 0 20 38 16.0 0.62 0.90 0.468 3.04 0.00 3.04 1 0.0440 502.00 0.0200 0.0378 24 20 14.7 4 0138 &0 0.70 2.97 combined low 1.4 0.1463 0.1224 1611 0." 3.04 0 14 ad 0.10 1 0.90 0.1" 1 0014 OLW 0.94 0.0010 0.00 map 2.1 4.1500 10.02 0.58 0.02 131 zo 0.07 0.0830 0.04 4.1600 0.93 1 537.53 3.5120 531.40 , 0.14" 0.1561 2.14 6.89 0.02 1.10 0.59 0 14 1 38 120 0.36 0,90 0.324 111 36 0.00 211 O.Ne 0.0500 30 0.8 20 0.90 0.0830 0.14 1."M 0.86 1.0 2� 0.01 0.1163 QIWO 30 j Ma 1 &0 64.40 15 11100 0.9 0.01 0.7 0.0 12 3B 12.0 0.75 0.65 0.480 3.17 15 as 0,14 3.17 120 1 0.82 1 0.00 0.82 0.0010 0.05W 2.0 2,0 0.0830 1.6000 5.37 0.95 2.792D 0.00 60163 0.1006 0.00 14.04 0.00 0.01 534.41 540.50 42 38 10.0 0.21 0.90 0.189 1.23 0.00 38 1.23 0.14 0.0350 0.13 0.0200 5.00 6.67 2.0 0. 0830 4,1500 0.84 3.812111 0.1403, 0.1429 36 36 Dl3B &0 48 0.0481 taesned 0.8 0.36 0.90 0.324 2.11 0.8 0.00 0.V 2-11 0.32 0.0275 6.61 0.0200 all 022 0.90 0. 15W 129 0.0010 0.0600 34 2.0 0.0630 1.6800 &37 096 211 533.30 0 22.13 0.1310 15 50 11.7 3B 12.0 0.67 O-W 0.6W 3.02 0.13 0. 5.20 6.60 1 3.0 0.0160 0.0= zo 0.oM - 0.76 2,7926 IlilW 0.1384 1144111 1 12.51 526.40 1 US 3.92 0-0198 0 9.1 6.6 8.4 DM &0 T 0.126 062 combined Iw 0.00 1.3 0.82 5.37 0.75 0 0.14 ......... ...................... 0.90 42 0.21 0.90 0.19 0.19 5.00 6.67 1.3 40 26.45 24 2736 0.015 039 1 0.3 532.08 531.89 38.03 34 DF38 &0 3.1 12.1 40 4.33 combined WA 1111 4.33 0.0070 0.0200 5.20 2.0 0.0680 4.1600 11.79 0.33 23.7 7.5 179 0.9 031 an 1 0.74 0.61 NA 0301 0.80 504.40 527.73 531.79 530.96 48.74 0.0169 15 8.4 7.3 6.6 1 6 0.635 eee� 40 DM 12.0 0.7 0.23 Combined low 4.3 0.90 N/A 0.45 - 1.84 525.21 534.04 526.90 MEMN11111111 24 0.36 0.90 0.32 an 011 0.90 0.189 123 1.23 8=0 0. 11.09 0.52 8 538.48 538.29. 38.11 0.0050 15 4.6 3.7 -0.4 0.5 44 N/A 0.20 0.90 0.18 0.50 5.17 6.61 3.3 24 2034 0.008 0381 6.5 1 0.2 1 14 0.359 1 538.19 537.57 124.39 0.0050 15 4.6 4.1 30.7 1 15A 14.9 75 44. 04.38 8.0 0.3 0.55 combined 111ow 1.2 0.66 533.01 540.12 533.01 18.60 24 15-39 0.005 0.09 4.9 0.1 1 0.648 4.21 MOO 421 0.0010 0.0200 2.0 0.0630 4.1500 17,81 0.33 0.90 0.60 0.60 5.00 6.67 4.0 12.814.1 52 0.3 10.09 147 0.2 0.36 NA 0.18 48 533.28 541.10 533.28 15432 24 12.80 1 520.81 519.25 90.85 0.0172 15 8.5 6.8 13.4 48 0.72 0.90 OLSO Eft 1.25 5.22 6.59 8.3 7.9 2.5 45 0.1 DM 14.0 0.1 0.55 0.90 1 0.40 1 3.22 camth"d ftw 1 0.00 42 322 0.0m0 0.0600 21.2 2.0 O.oe3o 1.eeao 8.98 0.65 0:0 I 1 16 7.4 2.4 18 0.1 0.03 130, 0.1 0.12 NA 0.06 0.11 52 541.99 0.55 0.90 0.50 0.50 5.00 6.67 3.3 2.4 10.0 4 MW &0 18 1 combined Ilow 3.2 518.90 153.921 0.0052 15 4.7 4.1 37.4 14 0.1 10.02 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF_ CA INLET TIME RAIN FALL RUNOFF Q 114VERT ELEVA7IDNS L I ENGTH I SLOPE Dik _C.APA- Cyry VEL FLOW Tom REMARKS MR ACCUNI ACRES C 26 A MIN MIN C.F.S. UPPER LOWER FEET FTJFT. Intensity F6 T.6 _71 (I nfensity is 4 inifly for spread, and 6.5 Inthr for capacity and depth) is 3,59 3 So 519.90 153.92 15 3.30 0.003 0.40 2.7 0.0 5.13D 6.35 7 11.611 WZ67 6 Moo 114.6 0.01 0.0050 15 4.11 4 '" 15 Manna Coefficient n is 0.013 I niet Hydrology. i 28 22 0.28 0.50 0.14 0.14 5.00 Niannings Coefficient n is 0.013 0.45 631.90 531.21 13&1 Inlet 0.0050 is 4.27 1 4 27 32.32 1 0.00 90 26 0.03 NA 0.01 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.56 0,29 1.87 524.00 0.0190 0.0080 0.0440 533.60 533.08 104.30 0.00)50 1 15 4.6 1 2.9 36.1 V 26 0.1463 0.1463 0.1463 0.19 0.90 0.17 Inlet Hydrology 6.47 2.0 0 24 4.98 4 4 go -0 ---------- - 16 38 8.0 Curb and {Rutter 0.90 0.090 0.36 24 5.99 US 5W.13 0.0375 Inlet 1 24 605 24 6.05 532.98 532.67 61.96 0.0050 15 4.6 3.6 17.3 0,1463 24 15 0.28 0.90 0.25 0.56 5.99 6.38 3.6 12 10 14 38 Izo 0.38 0.90 0.324 t.30 0.00 22 1 1.30 0.0D5O 0.0325 3.21 0.011500 t to o 2.0 532.57 532.00 114.57 0.0050 15 j 4.6 4.1 1 27.9 0.1500 0.1606 22 9.44 11.45 0.08 0.90 0.07 0.64 [_6-35 0 0 6.25 4.0 15 - 12 1 12.0 015 OM 0.488 1.96 0,00 1.95 20 2.0 0.08%) 42 38 10.0 0.21 531.90 531.21 138.08 0.0050 18 7.4 4.3 32.3 14,02 0.0200 4 0.52 0.90 0.47 1.10 6.89 6.10 6.7 11.61120 0.1463 0L1429 520.62 1 7.92 1.79 1 6 1.25 0.76 30 6 0.16 O-W 0.1144 0.144 5.00 6.87 1 0.96 524,08 523-40 1136.8 0-011 0-0050 15 2.94 46.19 0- 18 36 1114 46 38 12.0 0.36 0.90 531.11 530.92 38.20 0.0050 24 16.0 1 4.9 79 0.0200 18 20 0.14 0.90 0.13 113 7.02 6.06 7.4 1 0.1468 0.1264 0.1310 1 10.00 1.89 1.20 1.30 a 3 0,90 16 0.125 so 38 1 12.0 0.67 0.90 0.8W 530.82 530.42 78.50 0.0050 24 16.0 5.0 15.8 .__2-0 16 9 0.10 -6.90 0.09 1.32 0 5 .99 7.9 0,1364 12-12 Z 40 1.18 0.74 ago 3 2.2 1.8 14 for drainina _ •inlets to slornwater minagernent facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 1451 0 0.08 NA 10.041 664 530.32 530.13 38.77 0.0050 24 16.0 5.0 7.7 0.001 14 1.8 0.36 0.90 0.32 2.15 7.42 5.96 12.8 44 14 1 1 1 0-1180 5.17 46 1.19 638.19 537.57 12 OV 0.0050 15 4.05 30.68 Pipe m 5D48 so 530.03 529.26 154.32 0.0050 24 16.0 1 5.6 273 1 12 54532 0.75 Zi 0.49 + 7.87 5.84 15.4 ogo ass aue 5.22 &SO I 491100 67.4 0.01 0.1076 10 4.18 Pipe m 52-4 1 52 4 0.55 0.90 0.495 0.495 1 &00 6.67 130 519-70 511190 1519 0.01 0.0052 15 4.11 37.41 529.16 529.07 18.60 0.0050 24 16.0 5.9 3.2 10 0.00 0.90 0.00 3.49 1 7.93 5,83 20.3 533.01 IL > 1 Q U 5.64 d 0.37 O 0.1 61 533.00 530.75 47.60 Uj I 49.2 14.8 3.2 8 0.00 0.90 0.00 3.49 7.98 5.82 25 38 8.0 0.28 0.50 1 0.140 0.01 533.43 0.00 0.91 38.03 1 0.0190 1.26 OMW 0.01 1.0 2.0 527.00 0.0830 148.34 4.150D 0.84 42.4. 3.5120 3.6 0.1463, 111429 7.13 0.90 1.12, 0.91 8.04 0 23.7 22 38 6.0 0.08 0.90 0.072 0.47 4 0.00 NA 0.47 0.02 0.0090 536.52 0.020D 523.30 521.77 2.0 0.0121 0,0830 24.9 4.1500 0.87 &,5120 0. 1463 0.1473 0.22 4.09 8.27 1.47 0.47 0 20 38 16.0 0.62 0.90 0.468 3.04 0.00 3.04 1 0.0440 502.00 0.0200 0.0378 24 20 14.7 0.0830 526.30 41600 0.70 2.97 3.5120 0.12 0.1463 0.1224 1611 0." 3.04 0 14 38 SO 0.10 0.90 0.090 0.50 0.00 map 2.1 0.0375 3.7 0.0200 0.02 131 zo 0.07 0.0830 0.04 4.1600 0.93 1 537.53 3.5120 531.40 , 0.14" 0.1561 2.14 6.89 0.02 1.10 0.59 0 14 1 38 120 0.36 0,90 0.324 111 36 0.00 211 0,0325 0.0500 30 0.8 20 0.90 0.0830 0.14 1."M 0.86 1.0 2� 0.01 0.1163 QIWO 537.40 11.57 534.40 64.40 15 0.84 6 0.01 0.7 0.0 12 3B 12.0 0.75 0.65 0.480 3.17 15 0.00 2.9 3.17 0,0400 0.0600 2.0 0.0030 1.615100 0.95 2.792D 0.00 60163 0.1006 0.00 14.04 0.00 0.01 534.41 540.50 42 38 10.0 0.21 0.90 0.189 1.23 0.00 38 1.23 0.14 0.0350 0.13 0.0200 5.00 6.67 2.0 0. 0830 4,1500 0.84 3.812111 0.1403, 0.1429 36 536.50 533.40 48 0.0481 38 JZO 0.36 0.90 0.324 2.11 0.8 0.00 0.90 2-11 0.32 0.0275 6.61 0.0200 1 20 0. 15W 0.72 5.5120 34 0.14{3 01254 ' 12.26 096 211 533.30 0 22.13 0.1310 15 50 11.7 3B 12.0 0.67 O-W 0.6W 3.02 0.13 0. 5.20 6.60 1 3.0 0.0160 0.0= zo 0.oM - 0.76 2,7926 IlilW 0.1384 1 12.51 526.40 1 US 3.92 0-0198 0 9.1 6.6 8.4 facilities, where overland flow to facilities is not available, 100% ca required at .1 1 1 ­ 1­ ­.- - � - - ­ I ­ . ­ ­ ­ I - ­___­___ _ , . ­1 -11 i __ I ___ I - __ - - - I i .. __ __- -,-- -- - � - -- - -- - � - - - - - -- - - __ - - 4- - for inlets draining to slorminter management _pture�is. .-,.6-..5irVhr NOTE: Inlet size for structures determined by overiand flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. De.stgn Storm Year PONT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF_ CA INLET TIME RAIN FALL RUNOFF Q 114VERT ELEVA7IDNS L I ENGTH I SLOPE Dik _C.APA- Cyry VEL FLOW Tom REMARKS MR ACCUNI ACRES C 26 A MIN MIN C.F.S. UPPER LOWER FEET FTJFT. INCHES C.F.S. F.P.S. SEC is 3,59 3 So 519.90 153.92 15 3.30 0.003 0.40 2.7 0.0 5.13D 6.35 7 11.611 WZ67 6 Moo 114.6 0.01 0.0050 15 4.11 4 '" 15 Manna Coefficient n is 0.013 I niet Hydrology. i 28 22 0.28 0.50 0.14 0.14 5.00 6.67 0.9 0.45 631.90 531.21 13&1 Inlet 0.0050 is 4.27 1 4 27 32.32 1 0.00 90 26 0.03 NA 0.01 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.56 0,29 1.87 524.00 0.0190 0.0080 0.0440 533.60 533.08 104.30 0.00)50 1 15 4.6 1 2.9 36.1 V 26 0.1463 0.1463 0.1463 0.19 0.90 0.17 0.31 5.60 6.47 2.0 0 24 4.98 4 4 go -0 ---------- - 16 38 8.0 0.10 0.90 0.090 0.36 24 5.99 US 5W.13 0.0375 0.01 1 24 605 24 6.05 532.98 532.67 61.96 0.0050 15 4.6 3.6 17.3 0,1463 24 15 0.28 0.90 0.25 0.56 5.99 6.38 3.6 12 10 14 38 Izo 0.38 0.90 0.324 t.30 0.00 22 1 1.30 0.0D5O 0.0325 3.21 0.011500 t to o 2.0 532.57 532.00 114.57 0.0050 15 j 4.6 4.1 1 27.9 0.1500 0.1606 22 9.44 11.45 0.08 0.90 0.07 0.64 [_6-35 0 0 6.25 4.0 15 - 12 1 12.0 015 OM 0.488 1.96 0,00 1.95 20 2.0 0.08%) 42 38 10.0 0.21 531.90 531.21 138.08 0.0050 18 7.4 4.3 32.3 14,02 0.0200 4 0.52 0.90 0.47 1.10 6.89 6.10 6.7 11.61120 0.1463 0L1429 520.62 1 7.92 1.79 1 6 1.25 0.76 30 6 0.16 O-W 0.1144 0.144 5.00 6.87 1 0.96 524,08 523-40 1136.8 0-011 0-0050 15 2.94 46.19 0- 18 36 1114 46 38 12.0 0.36 0.90 531.11 530.92 38.20 0.0050 24 16.0 1 4.9 79 0.0200 18 20 0.14 0.90 0.13 113 7.02 6.06 7.4 1 0.1468 0.1264 0.1310 1 10.00 1.89 1.20 1.30 a 3 0,90 16 0.125 so 38 1 12.0 0.67 0.90 0.8W 530.82 530.42 78.50 0.0050 24 16.0 5.0 15.8 .__2-0 16 0.110 0.10 -6.90 0.09 1.32 7.29 5 .99 7.9 0,1364 12-12 1 10.20 40 1.18 0.74 ago 3 2.2 1.8 14 for drainina _ •inlets to slornwater minagernent facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 1451 0 0.08 NA 10.041 664 530.32 530.13 38.77 0.0050 24 16.0 5.0 7.7 0.001 14 1.8 0.36 0.90 0.32 2.15 7.42 5.96 12.8 44 14 1 1 1 0-1180 5.17 46 1.19 638.19 537.57 12 OV 0.0050 15 4.05 30.68 Pipe m 5D48 so 530.03 529.26 154.32 0.0050 24 16.0 1 5.6 273 1 12 54532 0.75 0.65 0.49 2.63 7.87 5.84 15.4 ogo ass aue 5.22 &SO I 491100 67.4 0.01 0.1076 10 4.18 Pipe m 52-4 1 52 4 0.55 0.90 0.495 0.495 1 &00 6.67 130 519-70 511190 1519 0.01 0.0052 15 4.11 37.41 529.16 529.07 18.60 0.0050 24 16.0 5.9 3.2 10 0.00 0.90 0.00 3.49 1 7.93 5,83 20.3 533.01 48.74 15 5.64 0.009 0.37 4.6 0.1 8 533.00 530.75 47.60 0.0473 24 49.2 14.8 3.2 8 0.00 0.90 0.00 3.49 7.98 5.82 20.3 1 90 0 10.10 NA 0.05 0.42 533.43 538.00 6 38.03 15 1.26 0.000 0.01 1.0 0.0 527.00 525.30 148.34 0.0351 24 1 42.4. 13.3 3.6 1 6 0.00- 0.90 0.00 4.08 8.04 5.80 23.7 0.00 1501 4 0.00 NA 0.00 0.02 533.45 536.52 523.30 521.77 112630 0.0121 24 24.9 9.0 14.0 4 0.24 0.90 0.22 4.79 8.27 5.75 27.6 OUT 1 503.00 502.00 26.45 0.0378 24 44.0 14.7 1.8 526.30 55.59 15 2.97 0.002 0.12 2.4 0.0 34 1 2.1 1.7 3.7 0.0 0.02 131 0 0.07 NA 0.04 0.15 526.45 1 537.53 531.40 22.13 15 2.14 0.001 0.02 1.7 1 0.0 1 36 30 0.8 0.16 0.90 0.14 0.14 5.00 6.67 1.0 NA 0.01 0.03 531.43 537.40 534.40 64.40 15 0.84 6 0.01 0.7 0.0 524.08 523.40 135.84 0.000150 15 4.6 2.9 461 38 0.00 90 0 0.00 NA 0.00 0.01 534.41 540.50 38 0.14 0.90 0.13 0.13 5.00 6.67 0.8 36 536.50 533.40 64A0 0.0481 15 14.2 6.2 10.4 0.000 36 0.8 0.22 0.90 0.20 0.32 5.17 6.61 2.1 1 30 34 533.30 530.40 22.13 0.1310 15 23A 11.7 19 0.03 34 528.50 0.14 0.90 0.13 0.45 5.20 6.60 1 3.0 1 6 526.40 525-30 55.59 0-0198 15 9.1 6.6 8.4 42 0.21 0.90 0.19 0.19 5.00 6.67 1.3 40 26.45 24 2736 0.015 039 1 0.3 532.08 531.89 38.03 0.0050 13 4.6 3.1 12.1 40 0.74 1 9.90 0.67 0.86 5.20 6.60 5.6 1 23.7 7.5 179 0.9 031 0 10 0.61 NA 0301 0.80 504.40 527.73 531.79 530.96 48.74 0.0169 15 8.4 7.3 6.6 1 6 20.3 6.5 132 0.7 0.23 168 0.5 0.90 N/A 0.45 - 1.84 525.21 534.04 526.90 46 24 0.36 0.90 0.32 0.32 5.00 6.67 2.2 1 44 8 538.48 538.29. 38.11 0.0050 15 4.6 3.7 -0.4 0.5 44 N/A 0.20 0.90 0.18 0.50 5.17 6.61 3.3 24 2034 0.008 0381 6.5 1 0.2 1 14 1 538.19 537.57 124.39 0.0050 15 4.6 4.1 30.7 1 15A 14.9 75 1 0.4 0.13 162 0.3 0.55 N/A 0.29 0.66 533.01 540.12 533.01 18.60 24 15-39 0.005 0.09 4.9 0.1 1 1 50 1 0.67 0.90 0.60 0.60 5.00 6.67 4.0 12.814.1 52 0.3 10.09 147 0.2 0.36 NA 0.18 48 533.28 541.10 533.28 15432 24 12.80 1 520.81 519.25 90.85 0.0172 15 8.5 6.8 13.4 48 0.72 0.90 0.65 1.25 5.22 6.59 8.3 7.9 2.5 OUT 0.1 0.03 155 0.1 0.17 NA 10.08 503.25 496.00 67.40 0.1076 15 21.2 16.1 4.2 0.001, 0.05 2.5 0:0 1 16 7.4 2.4 18 0.1 0.03 130, 0.1 0.12 NA 0.06 0.11 52 541.99 0.55 0.90 0.50 0.50 5.00 6.67 3.3 2.4 10.0 4 18 1 519.70 518.90 153.921 0.0052 15 4.7 4.1 37.4 14 INLETS ON GRADE, DESIGN (CURB SPREAD MD INLET CAPTURE) 0U1IZrWATER SURFACER" Mydrolo , Pipe D. Q. zW S& H, JUNCWIMLOSS V.iCiia_Tv1.N 1 9 FINAL H INLET WATER 5 URF ACE ELEV Rod ELEV W 9 0.93 MOO 'o 5W.08 I04.3 0.01 0.0D5D is zoo 5 21 311,10 26 A 0.19 0.90 0.171 Irrienslty __ 1, (kn and 6.5 inthr for capacity 14.00 1 'im is 4 in/hr for SP &W depth) 6.47 8 11111 M98 W.67 62.0 0.01 0.0050 is 3,59 3 So 519.90 153.92 15 3.30 0.003 0.40 2.7 0.0 5.13D 6.35 7 11.611 WZ67 6 Moo 114.6 0.01 0.0050 15 4.11 4 '" 15 Manna Coefficient n is 0.013 I niet Hydrology. i 22 20 0.08 Curb and Gutler 0.072 0.072 6�35 625 0.45 631.90 531.21 13&1 Inlet 0.0050 is 4.27 1 4 27 32.32 0.00 90 0 0.03 NA 0.01 Ix CS 26 3B 8.0 0.28 0.50 0.140 0.58 0.00 - 22 38 6.0 0.08 0.90 0.072 0.20 0.00 - 20 38 14.0 0.52 0.90 0.488 I.0 0.00 0.56 0,29 1.87 524.00 0.0190 0.0080 0.0440 38.2 0.0200 0.0200 0.0200 20 20 2.0 4 M 24 4.88 0.0830 0.0830 0.00M 3f 4A600 4.1500 4.16W 0.84 0.87 0.70 V 3.5120 3.5120 &5120 0.1463 0.1463 0.1463 0.1429 0.1473 111224 + 6.82 3.33 13.83 7 2 0.76 5X82 Z 1.38 0 1.90 1.03 1.87 1 0 24 4.98 4 4 go -0 ---------- - 16 38 8.0 0.10 0.90 0.090 0.36 0.00 5.99 US 5W.13 0.0375 0.01 0.0200 1 24 605 24 6.05 2.0 0.0830 12 4.15M 0.93 0,324 3.512D 0,1463 0.1551 15 5.52 0.016 1.42 1.42 0.36 0.2 0 12 10 14 38 Izo 0.38 0.90 0.324 t.30 0.00 1&6 1.30 0.0D5O 0.0325 3.21 0.011500 t to o 2.0 0.00 0.0030 4.0 1.6m 0,66 0.95 0.2 2.M0 171W 0.11163 0.1163 0.1500 0.1606 0.23 9.44 11.45 0.12 11.27 1.05 1.30 1.95 524.43 0 0 520.25 90.85 15 - 12 38 12.0 015 OM 0.488 1.96 0,00 1.95 0.0400 2.0 0.08%) 42 38 10.0 0.21 &90 0.189 0.76 0.00 125.3 0.78 0.0121 0.03M 14,02 0.0200 4 2.0 0.24 0.08M 0.00 4.1500 0.84 0.04 11.61120 0.1463 0L1429 520.62 1 7.92 1.79 1 6 1.25 0.76 30 6 0.16 O-W 0.1144 0.144 5.00 6.87 1 0.96 524,08 523-40 1136.8 0-011 0-0050 15 2.94 46.19 0- 38 36 1114 46 38 12.0 0.36 0.90 0.324 1.30 0.00 0.01 1.30 15 8.21 0.0275 0.0200 34 20 0.913 1 0.0630 0.198 4.1500 0.72 1.31 533.30 1 3.6*20 1 0.1468 0.1264 0.1310 1 10.00 1.89 1.20 1.30 a 3 0,90 0.128 0.125 so 38 1 12.0 0.67 0.90 0.8W 2.41 0.00 2.7 2.41 P" nun: 42-10 0.0150 40 0.0500 .__2-0 1 0.110 O-O0.081:8800 1 t1:8800 0.76 30.0 27920 1 0.1103 0,1364 12-12 1 10.20 40 1.18 0.74 ago 3 2.2 1.8 3.8 for drainina _ •inlets to slornwater minagernent facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 1451 0 0.08 NA 10.041 664 0.37 538.94 548.02 44 539.29 38.11 15 2.16 0.001 0.04 1.8 0.0 35.1 NOTE: Inlet size for structures determined by averland flew. Pipes have bow sized tD include overland flow as well.asypird inlet and ropf-drain-drainage areas. ------ ------ .. ........ - Proiect: HollvTnead TC- Movie e--r-F­----;­. Job Piz T)cqi on Year.- 1 10 Prenared by STATION 0U1IZrWATER SURFACER" Mydrolo , Pipe D. Q. zW S& H, JUNCWIMLOSS V.iCiia_Tv1.N 1 9 FINAL H INLET WATER 5 URF ACE ELEV Rod ELEV W 9 0.93 MOO 'o 5W.08 I04.3 0.01 0.0D5D is zoo 5 21 311,10 26 A 0.19 0.90 0.171 0.171 &13D 6.47 8 11111 M98 W.67 62.0 0.01 0.0050 is 3,59 3 So 519.90 153.92 15 3.30 0.003 0.40 2.7 0.0 5.13D 6.35 7 11.611 WZ67 6 Moo 114.6 0.01 0.0050 15 4.11 4 '" 15 2T88 22 20 0.08 52 0.072 0.072 6�35 625 0.45 631.90 531.21 13&1 0.01 0.0050 is 4.27 1 4 27 32.32 0.00 90 0 0.03 NA 0.01 0.42 520.32 1 524.00 5210.92 38.2 0.01 0.0050 4 M 24 4.88 7.88 18 16 0.14 ago 0.125 0,125 7-02 11105 7 2 0.76 5X82 530.42 78.5 0.01 00050 24 4.98 4 4 go 15.84 6 14 0.110 0.90 0.000 0.090 7.29 5.99 0.54 M32 0154 32 5W.13 38.8 0.01 0,0050 24 605 24 6.05 7.68 11 4 12 0,35 0.90 0,324 0.324 497.00 67.40 15 8.25 0.016 1.10 6.7 0.2 27.35 12 10 0.75 0.85 0.468 0.488 7.87 5.84 Z85 529.16 5".07 1&6 48 0.0D5O 24 5.80 3.21 t to o a 0.00 0.90 4.0 33 13 0.2 0.06 0 0 0.23 NA 0.12 1.22 498.22 524.43 6 520.25 90.85 15 4.02 0.004 0.35 3.3 0.0 4413 0.01 0.02161 24 13.25 &66 a 4 0.00 OL90 0.000 O.00D --- 8.04 50 0 0 0 SM30 1 125.3 1,01 0.0121 24 9.01 11475 , , 5 14,02 4 OUT 0.24 0. 0.00 142 0 0.04 NA 0.02 0.37 520.62 1 524.73 1.79 _24 Pipe mrr. 346 30 6 0.16 O-W 0.1144 0.144 5.00 6.87 1 0.96 524,08 523-40 1136.8 0-011 0-0050 15 2.94 46.19 Pipe rm 3445 38 36 1114 0.90 0.126 0.125 5.00 8.67 0,64 SABO 533.40 64.4 0.01 0.0481 15 8.21 10.35 36 34 0.22 0.913 0.198 0.198 5,17 6.61 1.31 533.30 530.40 22.1 0.D1 0.1310 15 11.72 1.89 34 a 0. 14 0,90 0.128 0.125 9-20 1 &so 538.57 124.39 15 3.33 0.003 0.33 2.7 0.0 P" nun: 42-10 42 40 0.211 0.110 1 0.110 5.00 1 1.26 53200 WIM 30.0 0.01 44 15 3.14 12-12 40 10 0.74 ago 0A86 2.2 1.8 3.8 0.0 0.02 1451 0 0.08 NA 10.041 664 0.37 538.94 548.02 44 539.29 38.11 15 2.16 0.001 0.04 1.8 0.0 35.1 0.01 0.0060 15 366 10.42 44 14 1 1 0.180 0-1180 5.17 46 1.19 638.19 537.57 124.4 OV 0.0050 15 4.05 30.68 Pipe m 5D48 so 41131 0.67 0.00 100 0 0.01 NA 0.01 0.05 539.34 54532 110172 15 6.78 13.39 48 our 0.72 ogo ass aue 5.22 &SO 4.77 50325 491100 67.4 0.01 0.1076 15 18.13 4.18 Pipe m 52-4 1 52 4 0.55 0.90 0.495 0.495 1 &00 6.67 130 519-70 511190 1519 0.01 0.0052 15 4.11 37.41 533.01 48.74 15 5.64 0.009 0.37 4.6 0.1 40 1 1.3 1.0 1.3 0.0 10.01 90 0 10.10 NA 0.05 0.42 533.43 538.00 533.43 38.03 15 1.26 0.000 0.01 1.0 0.0 1 1 1 42 0.00 1501 0 0.00 NA 0.00 0.02 533.45 536.52 526.30 55.59 15 2.97 0.002 0.12 2.4 0.0 34 1 2.1 1.7 3.7 0.0 0.02 131 0 0.07 NA 0.04 0.15 526.45 1 537.53 531.40 22.13 15 2.14 0.001 0.02 1.7 1 0.0 1 36 0.8 0.7 0.6 0.0 0.00 165 0 0.02 NA 0.01 0.03 531.43 537.40 534.40 64.40 15 0.84 0.000 0.01 0.7 0.0 38 0.00 90 0 0.00 NA 0.00 0.01 534.41 540.50 525.21 135.84 15 0.96 0.000 0.03 0.8 0.0 1 30 0.00 90 0 0.00 NA 0.00 0.03 52514 528.50 503.60 26.45 24 2736 0.015 039 8.8 0.3 4 23.7 7.5 179 0.9 031 0 0 0.61 NA 0301 0.80 504.40 527.73 523.37 126.30 24 23.69 0.011.139 7.5 0.2 1 6 20.3 6.5 132 0.7 0.23 168 0.5 0.90 N/A 0.45 - 1.84 525.21 534.04 526.90 48.34 24 2034 0.008 039 6.5 0.2 1 8 1 20.3 6.5 132 0.7 013 175 0.5 0.85 N/A 0.42 0-81j 527.71 537.96 532.35 1 47.60 24 2034 0.008 0381 6.5 1 0.2 1 10 1 15A 14.9 75 1 0.4 0.13 162 0.3 0.55 N/A 0.29 0.66 533.01 540.12 533.01 18.60 24 15-39 0.005 0.09 4.9 0.1 1 1 12 1 12.814.1 52 0.3 10.09 147 0.2 0.36 NA 0.18 0.27 533.28 541.10 533.28 15432 24 12.80 .0.003 0A9 4.1 0.1 14 7.9 2.5 20 0.1 0.03 155 0.1 0.17 NA 10.08 0.58 533.86 544.50 533.86 38.77 24 7.90 0.001, 0.05 2.5 0:0 1 16 7.4 2.4 18 0.1 0.03 130, 0.1 0.12 NA 0.06 0.11 533.96 541.99 533.96 78.50 24 7.45 0.001 -09 2.4 10.0 18 1 1 6.7 2.1 14 0.1 10.02 165 0 10.10 NA 0.05 0.13 534.10 536.78 534.10 38.20 1 24 6.72 0.001 0.03 2.1 1 0.0 1 1 20 4.0 21 8.9 0.1 0.03 174 0,1 0.10 NA 0.05. 0.08 534.18 536.29 534.18 138.08 18 3.97 0.001 6.26 2.2 0.0 1 22 3.6 2.9 11 0.1 0.05 94 0.1 0.16 NA 0.08 0.28 534.46 539.67 534.46 114.57 15 3.59 0.003 035, 1) �.q 0.0 1 1 1 24 2.0 1.6 33 0.0 0.01. 162 0 0.08 NA 0.04 0.39 534.85 540.98 534.85 61.96 15 2.01 0.001 0.06 1.6 0.0 1 26 0.9 0.8 0.7 0.0 0.00 92 0 0.52 NA 0.01 0.07 534.92 1 538.52 - 534.01- S3Ot ! 15 � 0.93 0.000 0.02 0.8 0.0 28 0.00 123 0 10.00 NA 10.00 1 0.02 534.94 536.56 PIPE DEINIGN n = 0.025 for CW n or 0.013 for RCP n = 0. 01 for FE)PE Pipe Mydrolo , Pipe .6 E > d P4* net 25-OtA 28 26 0.28 0.50 0.140 0.140 5.00 W 9 0.93 MOO 'o 5W.08 I04.3 0.01 0.0D5D is zoo 5 21 311,10 26 A 0.19 0.90 0.171 0.171 &13D 6.47 8 11111 M98 W.67 62.0 0.01 0.0050 is 3,59 3 So 17.27 24 22 0.26 0.90 0.252 0.252 5.13D 6.35 7 11.611 WZ67 6 Moo 114.6 0.01 0.0050 15 4.11 4 '" 15 2T88 22 20 0.08 0.90 0.072 0.072 6�35 625 0.45 631.90 531.21 13&1 0.01 0.0050 is 4.27 1 4 27 32.32 20 Is 51 0.5 2 0.10 0.468 0.468 &09 1110 0 285 631.11 W 5210.92 38.2 0.01 0.0050 4 M 24 4.88 7.88 18 16 0.14 ago 0.125 0,125 7-02 11105 7 2 0.76 5X82 530.42 78.5 0.01 00050 24 4.98 4 4 go 15.84 6 14 0.110 0.90 0.000 0.090 7.29 5.99 0.54 M32 0154 32 5W.13 38.8 0.01 0,0050 24 605 24 6.05 7.68 11 4 12 0,35 0.90 0,324 0.324 7-42 5.98 I _03 1.93 $30.03 52D.28 154.3 0.01 0.0050 24 6.64 24 6 - 'M 27.35 12 10 0.75 0.85 0.468 0.488 7.87 5.84 Z85 529.16 5".07 1&6 0.01 0.0D5O 24 5.80 3.21 t to o a 0.00 0.90 0.000 0.000 7.93 5,83 0.01) 533-00 5210.75 47.6 0.01 0.0473 Z4 14.79 3.22 8 6 0.00 aso 0.000 O.000 7.96 5+82 0. 00 527.00 &25.30 4413 0.01 0.02161 24 13.25 &66 a 4 0.00 OL90 0.000 O.00D --- 8.04 &So 0 0 0 SM30 621.77 125.3 1,01 0.0121 24 9.01 11475 , , 5 14,02 4 OUT 0.24 0. Q216 &27 6.75 1 24 W3.00 5=0 26.6 0.01 0.0378 1.79 _24 Pipe mrr. 346 30 6 0.16 O-W 0.1144 0.144 5.00 6.87 1 0.96 524,08 523-40 1136.8 0-011 0-0050 15 2.94 46.19 Pipe rm 3445 38 36 1114 0.90 0.126 0.125 5.00 8.67 0,64 SABO 533.40 64.4 0.01 0.0481 15 8.21 10.35 36 34 0.22 0.913 0.198 0.198 5,17 6.61 1.31 533.30 530.40 22.1 0.D1 0.1310 15 11.72 1.89 34 a 0. 14 0,90 0.128 0.125 9-20 1 &so acs 526.40 628.30 65.6 0.01 0.0198 15 6.80 SQ P" nun: 42-10 42 40 0.211 0.110 0.10 0.110 5.00 1167 1.26 53200 WIM 30.0 0.01 0.0050 15 3.14 12-12 40 10 0.74 ago 0A86 0.606 5.20 8.80 4.40 531.79 530.26 4117 0.01 0.0169 15 7.34 664 Poe rm 46-14 44 0,36 ago 0,324 0.324 5.00 6.67 216 534148 535.29 35.1 0.01 0.0060 15 366 10.42 44 14 0.20 0.90 0.180 0-1180 5.17 6.61 1.19 638.19 537.57 124.4 OV 0.0050 15 4.05 30.68 Pipe m 5D48 so 41131 0.67 0.90 0.0021 0.803 5.00 &V 4.02 520.81 519.26 90.9 -0.1* 110172 15 6.78 13.39 48 our 0.72 ogo ass aue 5.22 &SO 4.77 50325 491100 67.4 0.01 0.1076 15 18.13 4.18 Pipe m 52-4 1 52 4 0.55 0.90 0.495 0.495 1 &00 6.67 130 519-70 511190 1519 0.01 0.0052 15 4.11 37.41 No. 35791 � tohs 110 Ilk ZONAL _j Z O m E CA z U) 0-4 Ce L) Z Lf) U11 a 0 Z 0 < Z cal Z Uj ce (7N Q� W M- M z W z U Z 0 Fee- a WC14 Q �` W LL to LL 2 Q) W C 2 LL > C 0 V Jz 0 0 I C z ° _ L9 U.1 < W W 0 `� -� U < z W > Ul F-4 0 CD z Li Z V) Z LLJ LJ _j 0 0 J � LLJ CL F- > (3 x -C U 0 U) LIj C%4 ITJ E :3 o U JOB NO. 102036 0 at U) SCALE 1 =50 SHEET NO. 10 owl t 1v •� $ r �! • ��� •�� '� / � ,i� t'r`y, L�I�I� i •� ��•� / `/ ` �,• • • � � ..� �yr r •�,, i�►�_�•.�••�? ' ,. :.. / � .1 o jr 111, 1 FUTURE 0A01 RESTAURANT will iSjoo SF I WIN lip t I l��� �4A� 1s'�xwrr►- �/t,.� av ♦ �►� 4,111 \ � �����r� °, / � �,� ����' \`� .� r�A•f►��wt Lfi'�yir/rrr °r 91c��,��.i //' 1,,�" -"� t�d. �.�� *1i. • 11 + -� - -ate- '�'- -rP. �- ��Srl�. �. �� .� �+ � ►�����.`.� ' ! Imo/% /��.W!�.i. �.�� �i�s'w:`il'�+�>� ��il � ' r `+�'A ��'; ''� i:.'i73■.l�Ir�ii s��i „°el°i -- - ; /� �, ► / PFA M VA �`'�� ~'�� ' � - 'fir. T �r-- - ' �l� ♦• , �� I �L►','�� � �� r • • • ;�/ ,. '�► ! +; ter'.. ✓ �� � MIL14 WO , OA OA V II► •,, M ,,� o",L►4.: �,� S 35 o FEE',,, _ LLJ O It— M 560 0 � 560 i r ` 0 t6 � II 555 550 i 545 N %.j C W W v )— OW z o 5 0 2.5 5 10 20 W \t SCO R. COLLINSZ .... , U No. 35791 I , .. -r olZs l� 4 Wpm w LLj n1 tV •! r• • - • �• - r BE w HORIZONTAL SCALE CN O 0-560 I' _ • •�� _- 50 0 25 50 100 200 ` v W W uj , J U— (D 1 ,n t ( IN FEET ) 1 inch = 50 ft. '••• J -11 o ' x V V '•AI Ah r t'h rn � — r,: co l • tV Lu o a w N Lo :3 c=n 555 1 JOB NO. LO 0o ti = �t / • • — WED 11 L I i 2CDw / PRO SED BADE I i i O O LO / X m ^ tiM J 550 ti z m 550 '- �r•ZZO — NN _ o N n / � z o2 / \ Z wo W CL W O - / r z N 545. / z �Q�F' 545 — _ _ / > 4 11$99 Lu i 540 oa V �, vo V _ 540 FUTURE UFFIC/YRETAiy d ox z RESTAURANT ti SAN i6goo SF - - I XI 1i 532 - 532 W W tt N co M r.- CO O 11j CO a ►� t0 �? O ~ O O C4 `0 to' _ — LO "' U) 11 / � b E cr W M FEE',,, _ LLJ O It— M 560 0 � 560 i r ` 0 t6 � II 555 550 i 545 N O EX STING 555 s !� (P) " D.1. TER to = °' �~ ~ M ERAL 550 j O + ,o WITH ETER IST NG ST KPIL j O N r z z p / 15.5/0,' j � O V- rt c`i u1 OC _... _ SAN 1 0 C Ln + N q ? 545 RLINE -- 4 - N -- - — {-- — -- -- Z o -- - -- _ cc�"' ; PROPOSED GRADE _ SU TED) (P) 6" C SA ITARY IT (� 9 t.: ( 2 w w _ -SEWE I LATERAL -- — - I 0 1 d � — � I 1.50 $ SDR 35 PVC } :? i _WAT 226.88 LF 3.69% - 540 c6 R 540 I / 3: _ _.___ .-_ _ �s; r� rn I FILL T 95 � - _ - . -__- _- - -- - - - - -- -_ -_ - - -.. -- _ Q _ gp �a 1: ~41 N 535 - � � ~ °$ � N � I � 8" SDR 35 PVC 535 _ o— _ can C4 N `� = -- -- - -- 142.61 LF @ 0.55% -- -- 8" SDR 3'.5 PVC - O °� C4 m vi � N io 5 41 \ pNG -- 62.78 LF { 7.90°10 - - - -- O to . N N M = Q> 8 1.42' N- Q ? O { N tr Z Z 0, 1,�a q8 LF SAN O Z I STM o N "' cn X _ _ _- - AM -- - - - -- - -- - - - - -- - -- -- - -- 530 530 r In ? z a2 0 — (n R9 L j 8• SpR3' p0 °I° 1.0 15 (P) "PVC NITA Y 1.03' AN _ - - -� _ - S ER LA ER/AL — EXI TING " FIRE LINE g• SDR 35 PVC I -STM j I ELE =534.3 _ EXI TING 2 1.0'x% ; I 525 525 _ WA ER LA RAL 118.54 LF C�3 -� - -- E - ._ —� - -- -- - -- -- -- -- _ - - 7 —�-- — FIRE L. NE AT LAT -s N 3 520 3.10' 520 A -- � - -- - ----- } - - - - -- - - -- - ---- -t- - -- - -- - -- - - -- - - -- - - -- -- - - �_ -STM EXIS ING 1 " RCP PIPE l E t INV T CRO SING= 21.01 ( - - - 8" SDR 35 PVC 149.04 LF @ 1.19% j 515 515 - - - - =- - -- - -- - -- - - -�- - INV A CROS ING =5 6.80 IJ I 50 510 - - - - - -- -- -- -- - -- - - --j- -- - - -- -f - - - - - -{ - -- - - -- - - -- -- - - -_ _ -_ - I I I I 508 i 508 Qs V_ 04 W W O O? M d) Q� M N N C�� ed�� �O to �Ory I��j O O) ~ O N N M M O e} O M M O a0j W W co N N N N N N jrj !_ t to� to ° t kn �M In 1n IMfI j j j j t�j 1L tn t� c[f U' 0 �n '� � sn 'n to to W U IA +nn 14 +5n 15 +00 15 +50 16+00 16 +50 17+00 17 +50 18 +00 18 +50 19+00 19 +50 20+00 20+25 VERTICAL SCALE N %.j C W W v )— 0 t a� V 0 c, o z o 5 0 2.5 5 10 20 W \t z .... , : , rat I , .. -r , LLj n1 tV •! r• • - • �• - r BE w HORIZONTAL SCALE CN O 0-560 I' _ • •�� _- 50 0 25 50 100 200 ` v W W uj , J U— (D 1 ,n t ( IN FEET ) 1 inch = 50 ft. '••• J -11 o ' x V V '•AI Ah r t'h rn � — r,: co l • tV Lu o a w N Lo :3 c=n 555 1 JOB NO. LO 0o ti = �t / • • — WED 11 L I i 2CDw / PRO SED BADE I i i O O LO m ^ tiM 550 of r- O Oi to * / 550 '- �r•ZZO — _ N O EX STING 555 s !� (P) " D.1. TER to = °' �~ ~ M ERAL 550 j O + ,o WITH ETER IST NG ST KPIL j O N r z z p / 15.5/0,' j � O V- rt c`i u1 OC _... _ SAN 1 0 C Ln + N q ? 545 RLINE -- 4 - N -- - — {-- — -- -- Z o -- - -- _ cc�"' ; PROPOSED GRADE _ SU TED) (P) 6" C SA ITARY IT (� 9 t.: ( 2 w w _ -SEWE I LATERAL -- — - I 0 1 d � — � I 1.50 $ SDR 35 PVC } :? i _WAT 226.88 LF 3.69% - 540 c6 R 540 I / 3: _ _.___ .-_ _ �s; r� rn I FILL T 95 � - _ - . -__- _- - -- - - - - -- -_ -_ - - -.. -- _ Q _ gp �a 1: ~41 N 535 - � � ~ °$ � N � I � 8" SDR 35 PVC 535 _ o— _ can C4 N `� = -- -- - -- 142.61 LF @ 0.55% -- -- 8" SDR 3'.5 PVC - O °� C4 m vi � N io 5 41 \ pNG -- 62.78 LF { 7.90°10 - - - -- O to . N N M = Q> 8 1.42' N- Q ? O { N tr Z Z 0, 1,�a q8 LF SAN O Z I STM o N "' cn X _ _ _- - AM -- - - - -- - -- - - - - -- - -- -- - -- 530 530 r In ? z a2 0 — (n R9 L j 8• SpR3' p0 °I° 1.0 15 (P) "PVC NITA Y 1.03' AN _ - - -� _ - S ER LA ER/AL — EXI TING " FIRE LINE g• SDR 35 PVC I -STM j I ELE =534.3 _ EXI TING 2 1.0'x% ; I 525 525 _ WA ER LA RAL 118.54 LF C�3 -� - -- E - ._ —� - -- -- - -- -- -- -- _ - - 7 —�-- — FIRE L. NE AT LAT -s N 3 520 3.10' 520 A -- � - -- - ----- } - - - - -- - - -- - ---- -t- - -- - -- - -- - - -- - - -- - - -- -- - - �_ -STM EXIS ING 1 " RCP PIPE l E t INV T CRO SING= 21.01 ( - - - 8" SDR 35 PVC 149.04 LF @ 1.19% j 515 515 - - - - =- - -- - -- - -- - - -�- - INV A CROS ING =5 6.80 IJ I 50 510 - - - - - -- -- -- -- - -- - - --j- -- - - -- -f - - - - - -{ - -- - - -- - - -- -- - - -_ _ -_ - I I I I 508 i 508 Qs V_ 04 W W O O? M d) Q� M N N C�� ed�� �O to �Ory I��j O O) ~ O N N M M O e} O M M O a0j W W co N N N N N N jrj !_ t to� to ° t kn �M In 1n IMfI j j j j t�j 1L tn t� c[f U' 0 �n '� � sn 'n to to W U IA +nn 14 +5n 15 +00 15 +50 16+00 16 +50 17+00 17 +50 18 +00 18 +50 19+00 19 +50 20+00 20+25 VERTICAL SCALE N %.j C W W v )— 0 t a� V 0 c, o z o 5 0 2.5 5 10 20 W z CL l I O U LLj { IN FEET ) 1 inch = 5 ft. tV ' 560 J U w HORIZONTAL SCALE CN O 0-560 _ - _- 50 0 25 50 100 200 ` v W W uj , J U— (D 1 ,n t ( IN FEET ) 1 inch = 50 ft. '••• J O o ' 10 +00 10 +50 11+00 11 +50 12+00 12 +25 SCALE a 1 " =s01 MH8 -MH6 C C C SHEET NO. C la U 12 a O W x U I ul W 1--4 Ce F W = F- W 0 > C W W v )— 0 t a� V 0 c, o '^z� V 1 o L 41 Z W z CL l W Lu U 10 +00 10 +50 11+00 11 +50 12+00 12 +25 SCALE a 1 " =s01 MH8 -MH6 C C C SHEET NO. C la U 12 a O W x U I ul W 1--4 Ce F W = F- W 0 > C W W v )— 0 t a� V 0 c, o '^z� V 1 ' r♦ L 41 Z co V / W Lu U LLj 560 J U w Cl� U) 0-560 _ - _- W F- Q.3 _ -_.. WU x V V rn � — r,: co l �n tV Lu o a w N Lo :3 c=n 555 1 JOB NO. LO 0o ti = / = Q 00> 555 — 220 2CDw / PRO SED BADE I O O LO m ^ tiM 550 of r- O Oi to * / 550 '- �r•ZZO — _ n / o2 / JG 545. a° SpR� �Q�F' 545 — _ _ / 11$99 i 540 _ 540 sTM 43 SAN 535 - - 535 532 - 532 W W tt N co M r.- CO O 11j CO a ►� t0 �? O ~ Lo n �t O C4 `0 to' LO "' U) W LL 10 +00 10 +50 11+00 11 +50 12+00 12 +25 SCALE a 1 " =s01 MH8 -MH6 C C C SHEET NO. C la U 12 a O W x U I ul W 1--4 Ce F W = F- W 0 > C W W v )— 0 t a� V 0 c, o '^z� V 1 ' r♦ L 41 Z V / W Lu U LLj J J 0 v J U w Cl� U) WQ W F- Q.3 WU x V V �n tV Lu o a w c=n o JOB NO. 102036 .o 10 +00 10 +50 11+00 11 +50 12+00 12 +25 SCALE a 1 " =s01 MH8 -MH6 C C C SHEET NO. C la U 12 a I� #,I t�tl _ -a► M I II II II II I1 Ii Ii tJ a J Ll. Ll II II rl II I1 I1 V v 0 • 1blJrwlR OW r A E L__ Thai 1111ACEIa17 •a• -poom wrmm M art R,�. Pm vpdN IFar FOR wo4m tYk ewrMte rRa6aeM • IF ra now 40mom • r %,rsMl�i'aZ'e a t W f�3pi ro 1+ ` w tt LAL FLAN VIEW t t ' t r- • iI"N t FT _ FROM ..ilw.ui OM AM 1 M, 00 t1 A V PM Mr aOMM iii, OW aa.sltM r (rnh OMEN (rip) T11i� tt/IF ! 1t�11t 'jl�: y'>i. 'fir :TL A RErq 1Melr am Cum ti11r6er FLOW wow 1 IeA, Sill. p•'. I fltF /' 1� v---a , lic!1 TA:•:PC? CEO Omer AT FIUERIUA tlrFMp1I GIIII MCI` nalbPlT 0/Eltlta (tt r1i001�aws eWtx�YRll'R' rla�ri ' L �` tPMlli � � A YIIMt•tle � cJr I r l ELEVATION ViEW ti::. /ILRIIM !lilt 11:1 5 Flr. &5-13 Me Ma mat€ l.N if t t! SJ +I I 13 L7LL.f.N tw (AT >m MrarsaMertaa ARL ,ALL 'PL; �:rILL `1���:M011 R ,Oilllli 1�It• /�r7�F� I44 ,v= R: tStt ►oiT P -w` It It L l.l`, ihl ?k`�' I; %•.° p:. ?AI 11, I r 'r :.:1 t:: .J . t � � IMO tr f Tr ANDARD BLOCKED-(W W NAM a M IAL (STING POST SYSTDID "am =mow m tail/ MrlMal TC I Gt t'f r,-F; .•.1..51 LL t,F.AA J A[,JWTA"s__ `,'A_;'C R3:i W _E• II II U n 3 •� I +! lI -•r- ---� I l�l -4 1 1 FUa L_.i ``.. 4 l ° a NOT- nrt!•:•T- ;.vA . Y:.l - -.:,,•r.; r, -rt.: r,x i . " rs A :,:'r YPt.AI (--*Al- lrAIVF 1 <'lYJ A,:StiY . 11-• 1AE •iJL L•:7 +17.0. rFe:•t= Out i v!a .x =i.• ,r „`Zllitl YMJ FStAtJM E$'.alll: I- vl'vl•�� ..0 a)IL t•s srs:r Fr,c: I.L :.'a•FrF _ - vJ✓ a't F '1•r 'r,1.Fl ;,2 lF'R,:IF' tttlN FY I F Ja P. M7l A9I Fw • Lc.r FW4T:.- 01 o M1 ayi IC•1 L. '•$ .lt .GAL alw 1 {9LT.. er. v :. d) i 6F +XSt+:• _a:KJyaw. CVl i 1 TYPICAL S -RVi%'--,E LATERAL NS-ALLATION hl -:S - i . 4T1 ;A % 0S4 - r t h T^ fiTI IAP f.--r A •n •. 1� 7 • I F'• Ir Y 1, .w.A11:- i�'IL. •.t -FI r f -•--� i 1' 1 AtAC C Rt`:•a T' im!1L) ,rn 7rF t� WIN '. W In.LL 1.) n ICi A -f i 1H Y A -`� k/ Nr.. iiA _ e.= rJ i: it I brl: - C 1 1.'WAH Wit � •r d' •, Ai PI a T A TI P t3 rt ? 'CAP :•B .t-A _ o. U.Ei ,._ n. I,,:.,1 :Lt= FC•I:1 ;v;Tr : 1 S zcxtktr• .irr, t q f't w ewvr i­.': . -�� -r C1r dA T;dH 1 d,f t r,•rA >! -i'r )A TL: - rn- t °.:F,,'= ;(At FeV 11-I::. E r c. c: I a tL_Wid; IN - sF:i1R..:1! J >, a 1• _ -r: 4t1.'i i T Is " T A_;794'.) F T-Jf YC-I -1 }1. -IT!•Ak M S A. * i a; -) AI X A 1 I rr Anr "A'ir t:r T ir ''",ry ^i r -Y' q r•A4 -r n'�.i-k"d 14 C I,, IN WY AF- i'• L,• - - i,.: �± ti -nil F- LUr,::l •WL -t rr3CAN1 .�^ ti_ b= - YPIC:AL FiRE I Y--)RAN- ASSEMBLY DETAI_ L) T 1 I ile 1•, y'. •r •. CIJ _ Z;. kU`yll 1 I• iA'i Ittl: L -It I Y. -III; v4.11! �- ,IJh k!1 <' --_. FA ;EtiA "T : ".7c P:): R IA -A :-E :•,_L -: 51 5__ 4.U. a11,t r. _ I' •. \yS.`. 7;p1 11. :.l:fi:. 14..: I 4•� \: >lid•`' l: G' •+ ,. 1:1 E VTH= :F E'-_%'V; .: �E S -1 _ EE a :: A'1 AF-= ;:ivBC T"PIC:AL 1 ETER VP,.JLT (1 iii" METER) F V: ' 3 y 1 � 1 H .y It.. f it JI I. r 1. r. lu [ rc sitrrJrla�Ct71 X. 1 iC _ -a► M rclt! k; s ' °I K�AIt om R/ t wMarr , atM• CURS .IAN r A E L__ Thai 1111ACEIa17 •a• -poom wrmm M art Ter o tMa Idea -tl` Mr Fits a be J �tA1aE pNr1 tiRM OF %,rsMl�i'aZ'e a t 4 d�^ E6A' t f�3pi ro 1+ ` w tt LAL FLAN VIEW t t ' t r- • iI"N t FT _ FROM ..ilw.ui OM AM 1 rlsf Ml 1. 4 IHr r• Irti�kl L Ai- J -I' r (rnh OMEN (rip) T11i� tt/IF ! 1t�11t 'jl�: y'>i. 'fir :TL A RErq 1Melr am Cum ti11r6er FLOW wow 1 IeA, Sill. p•'. I fltF /' 1� v---a , lic!1 TA:•:PC? CEO Omer AT FIUERIUA tlrFMp1I GIIII MCI` nalbPlT 0/Eltlta (tt r1i001�aws eWtx�YRll'R' rla�ri ' L �` tPMlli � � A YIIMt•tle � cJr I r l ELEVATION ViEW ti::. /ILRIIM !lilt 11:1 5 Flr. &5-13 Mw ' 7 '• '•r mat€ l.N if t t! SJ +I I 13 ) tw (AT >m MrarsaMertaa ARL ,ALL 'PL; w 1 t _ ,v= R: P -w` It It L l.l`, ihl ?k`�' I; %•.° p:. ?AI 11, I r 'r :.:1 t:: .J . t � � Sr87Fa1 aetlaetr ?.F!.`•t I !;: I F 1i:i\ I>'- - Fl =:i '?FA 1.- IH- t -ti;:1 �H.4 ' CROSS SECTION ALL If J. _C• It kl`. ?VL: ;; ; A ' _LL te a N` ?. r� w 1 low AK �nL1T INt�� r-u l • ; , rF -, r F I ff a Die 07- 01-06 011t RP-2 A 1 - ::.:�R A , 1: - -. "I, M +r+ B�7[ *r i4o 61J td:[ TYPiC:AL SEWER PIPE IiMaf�ta!#rltRaa•rs INSTALLATION IN TRENC I- s r1 ?. , :: Jsl►' tnr T9 1 <'lYJ A,:StiY . 11-• 1AE •iJL L•:7 +17.0. rFe:•t= Out i v!a .x =i.• ,r „`Zllitl YMJ FStAtJM E$'.alll: I- vl'vl•�� ..0 a)IL t•s srs:r Fr,c: I.L :.'a•FrF _ - vJ✓ a't F '1•r 'r,1.Fl ;,2 lF'R,:IF' tttlN FY I F Ja P. M7l A9I Fw • Lc.r FW4T:.- 01 o M1 ayi IC•1 L. '•$ .lt .GAL alw 1 {9LT.. er. v :. d) i 6F +XSt+:• _a:KJyaw. CVl i 1 TYPICAL S -RVi%'--,E LATERAL NS-ALLATION hl -:S - i . 4T1 ;A % 0S4 - r t h T^ fiTI IAP f.--r A •n •. 1� 7 • I F'• Ir Y 1, .w.A11:- i�'IL. •.t -FI r f -•--� i 1' 1 AtAC C Rt`:•a T' im!1L) ,rn 7rF t� WIN '. W In.LL 1.) n ICi A -f i 1H Y A -`� k/ Nr.. iiA _ e.= rJ i: it I brl: - C 1 1.'WAH Wit � •r d' •, Ai PI a T A TI P t3 rt ? 'CAP :•B .t-A _ o. U.Ei ,._ n. I,,:.,1 :Lt= FC•I:1 ;v;Tr : 1 S zcxtktr• .irr, t q f't w ewvr i­.': . -�� -r C1r dA T;dH 1 d,f t r,•rA >! -i'r )A TL: - rn- t °.:F,,'= ;(At FeV 11-I::. E r c. c: I a tL_Wid; IN - sF:i1R..:1! J >, a 1• _ -r: 4t1.'i i T Is " T A_;794'.) F T-Jf YC-I -1 }1. -IT!•Ak M S A. * i a; -) AI X A 1 I rr Anr "A'ir t:r T ir ''",ry ^i r -Y' q r•A4 -r n'�.i-k"d 14 C I,, IN WY AF- i'• L,• - - i,.: �± ti -nil F- LUr,::l •WL -t rr3CAN1 .�^ ti_ b= - YPIC:AL FiRE I Y--)RAN- ASSEMBLY DETAI_ L) T 1 I ile 1•, y'. •r •. CIJ _ Z;. kU`yll 1 I• iA'i Ittl: L -It I Y. -III; v4.11! �- ,IJh k!1 <' --_. FA ;EtiA "T : ".7c P:): R IA -A :-E :•,_L -: 51 5__ 4.U. a11,t r. _ I' •. \yS.`. 7;p1 11. :.l:fi:. 14..: I 4•� \: >lid•`' l: G' •+ ,. 1:1 E VTH= :F E'-_%'V; .: �E S -1 _ EE a :: A'1 AF-= ;:ivBC T"PIC:AL 1 ETER VP,.JLT (1 iii" METER) F V: ' 3 y 1 � 1 H .y It.. f it JI I. r 1. r. lu [ rc sitrrJrla�Ct71 X. 1 iC q y 0t��..�atpp p1r,F� (O'wRli'rt•0''A *bM [LIMMMl lowt er !!',unm tro!a CL" Me a•TTM neM Isa,tsa lett•/� K_ 'irbii�e .._.: ✓ r�!: acs • . -- �. w. 5it•OUi.fL K all( Y �: • �`r _. _. ffi wet t ri aux 'fir 057 •• oamil ea7: ill M . = 10" , •a• aaaas ten:tia ae OIYwr/itl tsawclira. nK r-O• f W MM WE. aM •M:RMaTE tat ar -4s7 wwwwnlil aM IMLiM •e avams itoira . PAM SHOLIAER SECTION CtM #M CWTOt SECTION ,.r. to - r. ► mtw 6 �rcr s rtum �1� ooE Ic Fswoltiv>aa .n.rlt'(, 00fC,tM ftl �FOr•a [pA�FOL,OI.� AMC p1,1i tP Mi /7vFIC/I1 Y��" �p� rr,LLpplpqr ^aOM.Y T.i'r 09N[Claw 4ON 1 N• R ClMltp�Y1D{- T•tr It" rIW'n alln" Pre wen 1 a r PffL1it104 STANDARD PAVEMENT EDGEORAIN Y erm %Vow eavanm or mulowom ,w3 GOOD FOU`NDA I0N NhATEIIAL ROCKY FOUNDATION MATERIAL i7 "w A r Mr J41 AL c' L LL'IN Jr .i' i ;•' 1 1. WI r. rvl- IiI i i.' I I Y t: :•- 9.T:i`. •if.4 F= -HF IPF G" =il,T < /)': 1•: ;h -� - 11r'•. d "A•'- T - Will • ^.? `=:i:, 'C ? :, %P r{a+ C- 1 00N")A I ION I\ IICX)1; 51011 . Nl'1i k - C•t.l C OK)I 1:94 I`1 1.A I >4 : wit .13_- : --'L0 -:v% I'I :,: CF.: ; ': h. 10 1 'l > ! , ' J I ;YAr t 11A ..V -rC F:S _:',:Gc`• F1h C. h .:h' AEJ:F h I I tttiAl !A 11. 1 ! 1° !t 15 AF (A4111`.: I; A W I I'�. =.'1'. > ...:a�:::. - r.:.r'I �,,r-rr ";I -:r� •. .: 1:1 -;r il,r•.-r! %L- L•L .'X, _rJl 14 DU:_TIL[ IR0\ WATER a FE INSTAL -ATiOV & B-DIDIN 1 t _ -a► M PILIM om R/ t wMarr , atM• CURS .IAN r A E L__ Thai 1111ACEIa17 •a• -poom wrmm M art Ter o tMa Idea -tl` Mr Fits a be J �tA1aE pNr1 tiRM OF %,rsMl�i'aZ'e a t 4 d�^ E6A' t f�3pi ro 1+ ` w 0 d U 7 FLAN VIEW t t ' t r- • 1F[E 1 . �,• � FF1 ; '��. _ FROM ..ilw.ui OM AM 1 1 a 4 rl r (rnh OMEN (rip) T11i� tt/IF ! 1t�11t 'jl�: y'>i. 'fir S. 1 �y r RErq 1Melr am Cum ti11r6er FLOW wow 1 IeA, O _-- O Ll CEO Omer AT FIUERIUA tlrFMp1I GIIII MCI` nalbPlT 0/Eltlta (tt r1i001�aws eWtx�YRll'R' rla�ri ' L �` tPMlli � � A YIIMt•tle � > ELEVATION ViEW TYPICAL MANHOLE FRAME & COVER /ILRIIM !lilt 11:1 5 Flr. &5-13 Mw ' 7 '• '•r mat€ ANOM 3TOF" SASS ) tw (AT >m MrarsaMertaa IF riiF11ulsitlin w ,v= R: F' � � Sr87Fa1 aetlaetr CROSS SECTION w 1 low AK �nL1T INt�� a Die 07- 01-06 011t RP-2 nb" rr' +r+ �1'� D '' IK.T.� TlrPWAL PLON1.lIre IiMaf�ta!#rltRaa•rs AIM oYLaT � IHLi.':iONMHIa q y 0t��..�atpp p1r,F� (O'wRli'rt•0''A *bM [LIMMMl lowt er !!',unm tro!a CL" Me a•TTM neM Isa,tsa lett•/� K_ 'irbii�e .._.: ✓ r�!: acs • . -- �. w. 5it•OUi.fL K all( Y �: • �`r _. _. ffi wet t ri aux 'fir 057 •• oamil ea7: ill M . = 10" , •a• aaaas ten:tia ae OIYwr/itl tsawclira. nK r-O• f W MM WE. aM •M:RMaTE tat ar -4s7 wwwwnlil aM IMLiM •e avams itoira . PAM SHOLIAER SECTION CtM #M CWTOt SECTION ,.r. to - r. ► mtw 6 �rcr s rtum �1� ooE Ic Fswoltiv>aa .n.rlt'(, 00fC,tM ftl �FOr•a [pA�FOL,OI.� AMC p1,1i tP Mi /7vFIC/I1 Y��" �p� rr,LLpplpqr ^aOM.Y T.i'r 09N[Claw 4ON 1 N• R ClMltp�Y1D{- T•tr It" rIW'n alln" Pre wen 1 a r PffL1it104 STANDARD PAVEMENT EDGEORAIN Y erm %Vow eavanm or mulowom ,w3 GOOD FOU`NDA I0N NhATEIIAL ROCKY FOUNDATION MATERIAL i7 "w A r Mr J41 AL c' L LL'IN Jr .i' i ;•' 1 1. WI r. rvl- IiI i i.' I I Y t: :•- 9.T:i`. •if.4 F= -HF IPF G" =il,T < /)': 1•: ;h -� - 11r'•. d "A•'- T - Will • ^.? `=:i:, 'C ? :, %P r{a+ C- 1 00N")A I ION I\ IICX)1; 51011 . Nl'1i k - C•t.l C OK)I 1:94 I`1 1.A I >4 : wit .13_- : --'L0 -:v% I'I :,: CF.: ; ': h. 10 1 'l > ! , ' J I ;YAr t 11A ..V -rC F:S _:',:Gc`• F1h C. h .:h' AEJ:F h I I tttiAl !A 11. 1 ! 1° !t 15 AF (A4111`.: I; A W I I'�. =.'1'. > ...:a�:::. - r.:.r'I �,,r-rr ";I -:r� •. .: 1:1 -;r il,r•.-r! %L- L•L .'X, _rJl 14 DU:_TIL[ IR0\ WATER a FE INSTAL -ATiOV & B-DIDIN 1 t I" • _ -a► M µ t OtelMTI01� ON M" om R/ t wMarr , atM• 1DIN r•• Itlaw M• r A E L__ Thai 1111ACEIa17 •a• -poom wrmm M art Ter o tMa Idea -tl` Mr Fits a be J �tA1aE pNr1 tiRM OF %,rsMl�i'aZ'e a t 4 d�^ E6A' t f�3pi ro MOIF/®IF�LNED 011w r!E 0 d U 7 t t ' t r- • 1F[E 1 . �,• � FF1 ; '��. A � ,� 1, 1 a 4 rl �.- 'jl�: y'>i. 'fir S. 1 �y r � win t rY1L t IUS EIN�1/�O�6rAtIa�1'MPaaY PAP 1'aMt�1Mr 1 IeA, O _-- O Ll rla�ri ' L �` tPMlli � � A YIIMt•tle � > a al"plorm%ms b w am ame tMntia OR TYPICAL MANHOLE FRAME & COVER •� �r1{�Opa�.��• w1Mi1f. ,�� AT 11:1 5 Flr. &5-13 x ��a » s eurtx tlsMaire w waMat malt awns mat€ I" • _ -a► M µ t OtelMTI01� ON M" om R/ t wMarr , atM• 1DIN r•• Itlaw M• a . Sam Thai 1111ACEIa17 •a• -poom wrmm M art Ter o tMa Idea -tl` Mr Fits • •• • . . • rr.OMtM! - reiwa Tawatwe �tA1aE pNr1 tiRM OF %,rsMl�i'aZ'e a t CO-ainorwir f�3pi ro MOIF/®IF�LNED 011w r!E t'� ar t t ' t r- • rt -FUreM ttwaa ► wa A � ,� 1, t r Wi �.- 'jl�: y'>i. 'fir •.•."�"- � win t rY1L t IUS EIN�1/�O�6rAtIa�1'MPaaY PAP 1'aMt�1Mr 1 IeA, L _ 1' Or TYPE C ���y��Ia O{ O•y{ }1py ,[ PARALLEL It PEAPEND C" IL ni = I�IM tai [ MOII OT n� ll ft "K tIMM1eW M016 00 0 0 0 0 0 0 0 D O O O O O O O O O O O O 4 ooe00000o0oeo ..q 0000000000000 Ox '� 00: 0 0 0 0 0 0 0 0 0 0 0 00000000000 00 a 006 a000000 TWL1W DOME .a1r� M -12 OETECTMLE WARNNG "FAM GENERAL NOTES iR tIMi.A V> DIPAtT" OF rOM010MM M CROWNED FWME FLUME -• SLOPED TOWARDS FILTERRA THROAT 1w an 4-41T Will j w 1•�t� ao�� i1MR m rat FtYtt s+Mr1 1nr1 raru0t Ia�w r 't 06rM. fFtlh ONSU SECTIONS VIEWS OF FILTERRA iN TYPICAL FLUME APPLICATIONS WE OMM FOR INT"S IWf 9HOM11 ZrAmma w mom" (MwuPONIIOItIFST . Tip SAIll +r• CUM, ANVO • tSrf- Ii.Mlatx � Y i >: W wt+ �1 is4NOW 1)OMIL rllO • r aa'a gIMIItK1' ., L Ir t1RE rt As � • . tJgiris tlfR M1 .,r y� ArO FIL� 1RiYWI lMlgt, 70 M�NIgMM OF 1lLJ) P� 1• e rr AC1M0[D' pot" ON w R X A ItJlT SECTION ViEW STANDARD FiLTERRA THROAT OPENING ff"M w awm aF Ittd J �rN 111Yi iD: Mi114AIIE N WT Plt ►01MINT. Oise 02 -27-08 1111110 CCr• -4 11111M IM YIiMMT gMlMll� aalMttr.aFr�ra.wat Mo allnma� p� IWr� 1wlT+flL ,�.,� rly. 17-11417 I 'lTrltid i ..° i. l N•" I >vtritr A ,rr "� 7rf A--Ul C ±rrt i MAW-, AM: ,.. lyti :', Irl I rr �I.'llir �+ r•If1 S.R'T T I" T">P =1 !`• 1 r �.rT - - r SrAd Cr A ?tnl I F `. A !. rl F Fr• ilk ".i- ` (.ht = i TF, 5V.. o c M �IRIN, r• Z,, . = ;�' - .,F.''= . A'f . {tNF.F :t ?4 Skiki :.f : •A i11F1. Is-/f a rdr a 1.. ",)VII, Y.•,.; il:k b;ld r 4' :511'•1 tA9r n RSY.h.1a, .:)ufF r -'T__/ SECTION i ,1•rs R I, L>,E '*NE- -E PLAN t SEWER SERVICE LA -'IRAL C:c ::VC•ICC:`tJ:3A F N :S : 1"`� tatr tss oY tw Mont - ►'lwlt alFaR AV a #40M to aMe IY �L �aa[llF-. f N w INN OI WR pw iMlars�O�tltl alt rRM MfMI' .`I[ l0 4 CLI= la,,P" IlNo Ia tM SM1* 00�11f41O41% ' 4 t tars illni tntMtwt d INM sa rl /[- 'R)M lalerw Wa t rtgram 4 aiatMMTS At tlgllie'ta,tdelis eF•es O MrN i�'r�T�RArIMr� rMalr ��, 4 gMRr7 _ -a► M µ t OtelMTI01� ON M" om R/ t wMarr , atM• 1DIN r•• Itlaw M• a . Sam Thai 1111ACEIa17 •a• -poom wrmm M art Ter o tMa Idea -tl` Mr Fits • •• • . . • rr.OMtM! - reiwa Tawatwe �tA1aE pNr1 tiRM OF %,rsMl�i'aZ'e a t CO-ainorwir f�3pi ro MOIF/®IF�LNED 011w r!E t'� ar lYa ! FK rt -FUreM ttwaa ► wa - • • • • •/-MMIIL m car wmm • M= • ` INiTr'!l9lil 319Maw" t [rasa m.. Is L cola IwDrr wee. Ira a "M / KMrtRM� r I al � win t rY1L t IUS EIN�1/�O�6rAtIa�1'MPaaY PAP 1'aMt�1Mr 1 IeA, LL iYMaa.leeTMlR����a�1� rla�ri ' L �` tPMlli � � A YIIMt•tle � > a al"plorm%ms b w am ame tMntia OR e• /� falyar�t��e 5 WARSAMWS Sawa r OT 14, 1014 •� �r1{�Opa�.��• w1Mi1f. ,�� AT L itl► wa tMMM I�ersI�11M • *e IpI1Lt aR IR. nl x ��a » s eurtx tlsMaire w waMat malt awns lM' ANOM 3TOF" SASS ) tw (AT >m MrarsaMertaa IF riiF11ulsitlin rly. 17-11417 I 'lTrltid i ..° i. l N•" I >vtritr A ,rr "� 7rf A--Ul C ±rrt i MAW-, AM: ,.. lyti :', Irl I rr �I.'llir �+ r•If1 S.R'T T I" T">P =1 !`• 1 r �.rT - - r SrAd Cr A ?tnl I F `. A !. rl F Fr• ilk ".i- ` (.ht = i TF, 5V.. o c M �IRIN, r• Z,, . = ;�' - .,F.''= . A'f . {tNF.F :t ?4 Skiki :.f : •A i11F1. Is-/f a rdr a 1.. ",)VII, Y.•,.; il:k b;ld r 4' :511'•1 tA9r n RSY.h.1a, .:)ufF r -'T__/ SECTION i ,1•rs R I, L>,E '*NE- -E PLAN t SEWER SERVICE LA -'IRAL C:c ::VC•ICC:`tJ:3A F N :S : 1"`� tatr tss oY tw Mont - ►'lwlt alFaR AV a #40M to aMe IY �L �aa[llF-. f N w INN OI WR pw iMlars�O�tltl alt rRM MfMI' .`I[ l0 4 CLI= la,,P" IlNo Ia tM SM1* 00�11f41O41% ' 4 t tars illni tntMtwt d INM sa rl /[- 'R)M lalerw Wa t rtgram 4 aiatMMTS At tlgllie'ta,tdelis eF•es O MrN i�'r�T�RArIMr� rMalr ��, 4 gMRr7 itMU r MA - - li+tt - lI�IFALL F111ft �'ItJC fi 7MAR wM: ul$ac s d r I al w owl A lM' 1M! o aMi' - t!•! tw F' a nb" rr' +r+ s t4> Jsl►' tnr a•sp P, rr r r acs ark ow M n I-C !-tr 's'•! i'•1• fAlt• Nr' L t6rr nr ~ W41 %w • - fY ♦•�" h M Mt tYtlr .Ore t11� Qs llmo"i watt fm I Oaf" �ais .t4MtP : M0 Win SM STANDARD ENDWALL FOR PIF ."VE'htl'S 11!" - i t ==A AM W r iW' - W a So H3,lPTICAI,. PM va natitiliwow 4w 1"NoMMr' o t fifirra iMritbntlon '3ysta t� Fitt�rru4/ Sttandatrd Plim Notes ,L Lab trwrt shall be rorati )*d arthM Wcdr m wd elaaxtion5 a4aotding the SiM %bM on tw rllrtwnvrrt drnaingx AnLy i- meMealitwet t0 thMP aI.YuAm nr Incnlic n oitelT NI nt TIM-- IHre/Tin l nfaild K4w* w I,a the TvIlOUSy TI. if the r�s iM suftit i_,f c itirmlatiim, tln ulp slab eitm he phicat m the hoc wine thg 2x4 - djaviank tv plumilk -any WtaiatlUl>t106 fi,7Eu Oul1 0..44 "OVA 111iiwvp mwp� wit ba 1eH in PIPWO ss pet t w dithwiep. 4, '1 be Ors t+,hsiill be r awd on a cwmr>ctyd r ub•;gattc with a minh7k;M 4•indl wayd hale: wtutirw nt}; Jbe field Fl.+» of dat a'IRb llna to IIUw Alta of lbe u1UL LT1s anti is (Ob1 placttd tttch 11at.�d tt6lt mid lop Alah mraCh Ilia grade ofte :tsrb in tlnalrae W the unit. C`oulPact sndi�difl* d aetrgtrde rtatotiois m 954: of trnanrn>In duns;ty at -1- 2% ofnptiwmm aloiet im Gtwastlibls rwstpeial I,jaw xub- RFeule still he rcplatxd tn.Otc %KC.MWnxr c rpprollA. n flMlet .rwwlva.-firms %hall he sligrpd and w 4bdto awwo the pppnwnl t"WigtC_Yld1 nmi;ifi xttitwslt niroMWr> 10 ttt.1A nw 4.V%&UWM wd bout nv iuua. r lcrt irarwL f sand ti • m rxtca mirth.. . ' i t • i '' el arm w F:, (kwrc t1k: tmn r aui, )w ntam rvr0d¢n' 1traLCC .Mltl IOh. T,c t rid. , h' bltackM i1Me hw. mid • ic•d,etam 1 O hehleccn s c ., oa tenodc WP LrYI R Mar arsrY rPP1rtfi P shmW be Fled unkt the boa aecdon befte � 11 * 4 rtw•tlllriok.tA wt, b mylnftw ar aimiler w lwili oof saa1. •Ilea hoards an top ofthe 11d and livwdll f 41aa'd;in i to MWIt1hr" tat w �N)'l' Is: tvnwYCd• ' J Il,:tiugpltx (1t n,giwat tx a:, tt14111rn;,d d.•aklrl vYill. taltnn•0 dTl'l0t Itp:nions Finan ' vlho f1 •rfamixl in ac 0 T lvrin •n wait .tiMt. i Ifiall7ttlac »rc 1 In. rt tins, f vatlan 9c > Pnr.. s1F a he tht}; r► M. Sbllli be sN in d tttttmtu timl . L1 in Ci' . on till Sid"' 1 rotrard.seLtiaets • a Alai 1111[ Prof up mottin a vw t Wdjaiak In ill . i »char w of FiltaTln• wdf'shau conk= 10 MN iglwift.aliml 0891 ''.illrtldlpti Pim•4iix rnr Tndtillali>MI tl1'1:ndar>,tvlwtd R vAa1LT:Glit4 �dtk4untii ", odwwiw in moos dw laittlas dira'►+d rmliWt. P. C» tb and staffer c0nenoeeien ivdlero txesent) ithall e0sure dvat dw 11OW- IinOOP @we 1Til""0 anitt• is al a Ved'r alccatioa 60 tbo floiv]ata Qflb trvpa'.t stnWltuv or reicet.((koP ialx, cwt v-% or siwnitarT Katlur0 to cam ply with Lllia VAMilia my OALOa 1•xilulv:a llPar&iw aga to th.x Kl u ak omiroilft ml dccicc. C. Eacb Tiliaaas ttoittlttut'tealti+ a illegltAte ilti�ltoato maute s11SKivral>>fthafivbtg sYttem dttrlitg gl+riods of driAr rre.•Nler. this otmr be AOhiiOyed tllrapgb A PiP1'd �ftu. gtMte't)io'ar c+r'tltt»r81► the ttu ww%lfibmat-ui WIZEN ARE INI,UE DRAM U9F.6'). THE a1+1EOK"CM aE U=T : ChM Ar Ne ei_ tECrAMCM91USMAT X7RIRt1 eF11YLLt =nF AAMFa1MlATFF -' i- '�I'iF R/O i:tMtaaw.aaellltl= ass ILL TVQLIi!t8'ri UATIQN8 ssl ruwl tnlasatrtl► rrwlnnpa iYe4arlWh ttanwovLtrsnMLAroso� •� � .� twt111MAaT TnhN rreVrr:, 1,11•?FaWH rlt:aM :twmw a.st lwt•rxa - - :Jan•M.TCs ' - 'e.irl•H�Ce?IA �-. ,VtYIVAiM► 1YIr9C dIr)JMT318AYaLME :00fulimm VMS firm WHEN ARE ORAM BASINS 119E07 1:ON!>1E Slot -M1N titiirlli•111gfTrT .i+%YIIBEFFE- 4gWK[OttiC-gN adtM.aKID ••,i •� .p �YgaE FMC AvFUi.ur siata ItItIWUMrIa' M:aaf Td �= 3D'P6•'T►HdIta101' T.r swa ""m •eYWVKle 7aa11 r.a V'ft;. aaa/ta'l1F•TatO rlMaa� qr m rMtr -ISr >.MIO mtaMM.. �Mr f 7 1 �L� r: -� �. -"'7 � [:.ice iii i� � t� lid t�t�i4a II>6'7 � fi•.+� � � LY..I� I ®I�aii ®GiN � iii 0 r�rw� M.�r.r�iy ��•.!.� ��p.� E�r.�.�r ��'a.r..�i7y O�w�al� p��r Y�1� L>Y.J iT°J1�:7�''�IE��.r. fitters BblvknRvi, S'1v4,�•lia Axityadon 4. A�ti,,Adon a the Alurras unit is pedonned mix k- the Stlip0ar. Punillla hit rvlMponsihle for Mill n•'inlet Ptattd0l;tm And milli m lo" aim aw COOL 'Milk priwoms c>nedt pt>twlmerlae trail w 1 c ' t , ainef pinjclx cite ism >f taMl rod a A clenrl0d (iLt►l 1endMeeplltg;.grawT cover. ih+ni parrlrle tmd , sifto ywg wlnl1l 4wA uWLit%th• chaaw ofw4eirw wnwalas -Wx aviltaWitlwtiug l4e FillnUO tryMrcFn. Caro sMI IK I*cn ditaft ao Witi.'limt oot to 4antapc dta pmwt - dcutimtert.m►.d Tap pllw,t. N. ela9iyxii( mi0i11tllteciasWbdianol' pLmt( sl +lndrtttlldtlaxeisaenelxasvr�•. 4 Each uwactiy imtslledliiHrira'tw k is to be aeilikk bed bydw Silvplitr. or a Sgpltar approved ccalt filar tor a mimbirtum paW of 1 yem the wa of this sentica is to be iwh*d in flit Pico oroa* ti1w 8R wit. Fwndeiit fMOrtBtltPC oelitw'am Mo ataitti1J10 at'Qi; tt I'.OM.4gin t3,jMAl. %n 1 i msi � arts • t ors i : ti- n aFl rchtllod m rwc w ,*nwltM a. matinwtam:wf�j ea9tcdwtttai Yix;lr.'titc ►1wuM rr s{:bedutad t wwoaw4; the spying Visit Sion to Ckm up A w Uwa loads gad my it ds& setts atwdlaadS. 7h! fAil VIMtT htlpft file tV5tOY1 � tli1107!�$ dnCERfltro hat' Niter. 1 7• C. 1.a litcludLVi Altaint:natxc vixif.00nFixts of ch tltr f+illrnyin laaka Ja 1. FiltewO unit itlspection -1 lrweittit da0rie, tttlt, mulch Ei trash ramecrel a. c. _ Fill= aicr8lt .MiuetiawttaJ ,, as •Lr i0chw8 4. h evaluation , 1'l1lnt 1reaL acid or as unrawy n 5. KL'p1LL'.'RKT�A 0r)lluk-1I 5. Dispersal ofall maiitwso�x rdbw dens !. AtwWAnagca nwrds updeoed aid axtdilreptim available Vw requMI, T). 71ta F*- gitntntg a nd:arlding deep oY3apphor'A obligrdion m inaimuel the intttailod sg sG•tn Rltall be iLtivwnir►•L! Ity 1h. fitq/pli •rat tho tiwn,; tiv,:ay+dcm;>e gauwat.>l. fl�ncrx nxlst promlNr nutty Ar¢ Supplier of rev dam>S s3 *e pl;%*4 wbkb domtitiWO an inWx d PO Ott tbe.biletet+reion liedmology.. _t �iFStaO i<ta VCieARlilli WMaAA�t100pta1Vrh0 I 1'��MIILE+INaAllt / wmff eirariimi1enoow / 1% "W stistitil" IF W41= J-461 >< MtrM s saw" te, wakrnwAwtil NYI.OP� W DFWN ilA81N A A. w itMU r at�iit fi 7MAR wM: ul$ac fitters BblvknRvi, S'1v4,�•lia Axityadon 4. A�ti,,Adon a the Alurras unit is pedonned mix k- the Stlip0ar. Punillla hit rvlMponsihle for Mill n•'inlet Ptattd0l;tm And milli m lo" aim aw COOL 'Milk priwoms c>nedt pt>twlmerlae trail w 1 c ' t , ainef pinjclx cite ism >f taMl rod a A clenrl0d (iLt►l 1endMeeplltg;.grawT cover. ih+ni parrlrle tmd , sifto ywg wlnl1l 4wA uWLit%th• chaaw ofw4eirw wnwalas -Wx aviltaWitlwtiug l4e FillnUO tryMrcFn. Caro sMI IK I*cn ditaft ao Witi.'limt oot to 4antapc dta pmwt - dcutimtert.m►.d Tap pllw,t. N. ela9iyxii( mi0i11tllteciasWbdianol' pLmt( sl +lndrtttlldtlaxeisaenelxasvr�•. 4 Each uwactiy imtslledliiHrira'tw k is to be aeilikk bed bydw Silvplitr. or a Sgpltar approved ccalt filar tor a mimbirtum paW of 1 yem the wa of this sentica is to be iwh*d in flit Pico oroa* ti1w 8R wit. Fwndeiit fMOrtBtltPC oelitw'am Mo ataitti1J10 at'Qi; tt I'.OM.4gin t3,jMAl. %n 1 i msi � arts • t ors i : ti- n aFl rchtllod m rwc w ,*nwltM a. matinwtam:wf�j ea9tcdwtttai Yix;lr.'titc ►1wuM rr s{:bedutad t wwoaw4; the spying Visit Sion to Ckm up A w Uwa loads gad my it ds& setts atwdlaadS. 7h! fAil VIMtT htlpft file tV5tOY1 � tli1107!�$ dnCERfltro hat' Niter. 1 7• C. 1.a litcludLVi Altaint:natxc vixif.00nFixts of ch tltr f+illrnyin laaka Ja 1. FiltewO unit itlspection -1 lrweittit da0rie, tttlt, mulch Ei trash ramecrel a. c. _ Fill= aicr8lt .MiuetiawttaJ ,, as •Lr i0chw8 4. h evaluation , 1'l1lnt 1reaL acid or as unrawy n 5. KL'p1LL'.'RKT�A 0r)lluk-1I 5. Dispersal ofall maiitwso�x rdbw dens !. AtwWAnagca nwrds updeoed aid axtdilreptim available Vw requMI, T). 71ta F*- gitntntg a nd:arlding deep oY3apphor'A obligrdion m inaimuel the intttailod sg sG•tn Rltall be iLtivwnir►•L! Ity 1h. fitq/pli •rat tho tiwn,; tiv,:ay+dcm;>e gauwat.>l. fl�ncrx nxlst promlNr nutty Ar¢ Supplier of rev dam>S s3 *e pl;%*4 wbkb domtitiWO an inWx d PO Ott tbe.biletet+reion liedmology.. _t �iFStaO i<ta VCieARlilli WMaAA�t100pta1Vrh0 I 1'��MIILE+INaAllt / wmff eirariimi1enoow / 1% "W stistitil" IF W41= J-461 >< MtrM s saw" te, wakrnwAwtil NYI.OP� W DFWN ilA81N A A. w itMU r at�iit fi 7MAR wM: ul$ac mloil a a aral�PaeMOMMFi eitrOMr .L IM7MS►M11at/C�pIra Mato►palpartelsI Pic 7gAr `� lulattwaaurvrs•IbcaatllaeML IIN'Ta Iltfls'laerl lk ti •� tYI1Mla F� ' • MtRM il� R. COLLINS� No. 35791 ,?�• lvl2S1i� IaNAL E��l E in z � 0 0° V) � I;- z (J) O � U) � Q Z W O Y-1 L1 N O r•l lit- 011\ W r•�-1 W M M N U M z 1 O N ° W N � N W �C Z 0 NL 7 � W�t, L h u c tttttttt� � Irk Q W ~ Q O O O O W C U 7 W0 LU t1 T >r i. at WU O O ' w z C-. C 0 z w w Cn Z HW Z < J J U C/) O L Q. •IA U x o a1 O N c N "' U d U) a 308 NIA. � 102036 0 (O SCALE � N/A C SHEEP N0. a 14 r REDI -ROCK WALL SPECIFICATIONS SEGMENTED WALL SPECIFICATIONS T o� . ( F11 Grout Aro�wd vat ENERAL NOTES: NOTES Min b r- Geotextaa Over stone 1,0 STRIP VEGETATIVE AND' ORGANIC SOIL FROM THE WALL 13,0` FIELD ADJUSTMENTS OF BLOCK AL16WENT MAY BE MADE 1" SPAM=94&LCONastOiF VDGTNo 67 STONE L� Amoco 2002 or Equivalent AND GEO6RID ALIGNMENT. ON NOPFRUWC)RCEMEW LAYERS WITH THE USE OF SHIMS O SC R. COLLINS'Z LO 5" t "FTAnVE AND ORBAW Wn FROM 114E YyALL TiaE W1J.O*MIt 6RAtiATIC1Nl, AS AND 6 A A17StdMENlT. 12„ ` 2.0 BENCH CUT ALL EXCAVATED SLOPES. OR ASPHALT SHINGLES 70 RAISE' ONIF COURSE Of BLOCK. BY U No. 35791 � son cap 2.0 20%C14 OJT M*. EXCAMATED SLOPCS. IN A:CCORDARM W[TH ASTM D4U, Min lA" • • - -• 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES $MOWN A MAXIMUM OF 114iNCH VERTICAL NET &NT. 3,0 DO NOT EXCAVATE R1".�'GND EXCAVATION LINES S40 WN %.1f v t,. *:\ ' • �• ``�+F� IIi� 1117 ��y4 }} r r<<�r ?;+ r rLrgi rjr ON PLAN UNLESS DIRECTED BY THE &EOTECHNICAL 14A RFIIi GN CEQ FIII $HALL CQN$IST'QF bRANl1E 11R $d.?SL FILL ry.� PLAN �,�� �f. �,µ��� �y ,r/�� l: ��•y� P iTA(iE PASSA4G }' �/• {+'r -r r2i.r!:y:CC}'•r r,,••��''�". , ON PLANt*,L# .4 by M1 ot3Y THB O� $n*SIZE 4.L Y. �Y riry'1 lilt l�MTyvf }r lT TO RE1ef7ME W9ilITARLEL SUZ iNf�4 100 �;�`r ?STr`r� +�rr'`i";j`r;�i }t� EM6INEER TO REMOVE UNStllTal,1E_E SOIL WITH USOS SOIL. T�IPES 6R,1h�, 45dfil. , SW, 5P. SM. Qi1 SC �SSIONAL E��1 40 �1RACi(M 94ALLEt. 1Ellllii (RAIIkYEXLAVAIIQNSARE$TABLE 1IN131 9D•lii0 :i:'Ti4r{ Y(:i::ti:i'�C1`ti `�:ti, 4.0 CONTRIiC'TOR SHALL ET3SME TWORAQY EXCAVATIONS ARE STARL:E WITH A MINIIY4UM ANOLE OF INTERNAL FRICTION, OF 30 DEGREES AMP601010EO(CAVATLpNSU"KMTIPNN00. 24.410 AND PROVIDE EXCAVATION SUPPORT IF NEEDED. AS'OUTL.INEDINDESI&N PARAMETERS- NOTE 4. sio �CXD&DMStAU.V'�R�FVF&4.b.A7i0N N0,4 040 4--a1 "unit HANDRAIL POST DETAIL. 5.0 bEOTEGHN[GAL ENbINE'ER SHALL VERIFY FOUNDATION LOW PLASTIt:TTY SILT OR CLAY (ML- GL)'GANJ BE USED SUBJECT TO 3=4'r AS 1 Ut* CQNY�T�+tTPIR" pFA'i�"FAW49TER+�, ND 200 � SOILS AS BEINS COMPETENT PER THE DESIGN PARAMETERS- APPROVAL BY THE &EOTECHNICAL ENGINES. 6-Li L£VEi2461PAb 94ALL CQJSZST OF CaNiPACTEd 911hD iRAVB. 13A A'1itiRA1C7RY PL.A'rE TAaAlLR 94ALL HE V3ft TO bE#kSItY (Not to Scale) 6.0 LEVEL0 6 PAD 514ALL CONSIST OF COMPACTED SAND, GRAVEL, MAXIMUM PARTICLE SHALL BE LIMITED TO 4INCHES IN DIAMETER. CR COM8MATIONAND 94ALL EE A Mlt$M'4NiA IL)1tiit714 7HLCiC Na, S13'11DdE, C0MMCi7 W TRST$ CAN &T WA ft OR COMBINATION AND 51 `lALL BE A MINIMUM 6 -INCH T14ICK Tl 4E FINE FRACTION (MINUS NO. 40- $IEVE) 514 ALL H IVE A MAXIMUM LAYglk WITH A MV40" WIDIM Of as 24M FM 4r UKT$ wt#RI� 10 g7,*TQW 15 V= AS SAaarl<1 L. TYPICAL GRAVITY WALL ,Kn0b and groove LAYER WITH A MINIMUM WIDTH OF 24 INCHES. LIQUID LIMIT (LL) OF 4b AND A. MAXIMUM PLASTICITY INDEX (PI) AND 11? INCKS FCM W UW1 4f GRAVITY BLOCK • 14A FA7>�R FMSAIDC (AM17GT 2AQZ OR EQ1lIYMLEr'117 =N� � AS AN ALTERNATIVE, A MINIMUM 3 -INCH THICK LAYER OF OF 20. THE BACKFILL SHALL BE FREE OF: DEBRIS AND ORGANIC MATTER. 7.0 A 4.004,*U*ETERSLGT'1ED DRAINAGEM SHALLSE INSTALLED to 6wM LEAN CONCRETE (FLOWABLE FILL) WITH -A 28- DAY COMPRESSIVE HIGHLY EXRAN5IVESOIL5 (MH44 SHALL NOT BE USED IN THE 1W WALL AND CMWr 1D WPNOLil5 D6TALLBt) AT IROMMO AS A MAt* SPARATOR AE7 WM A* STOW AND 1W Saaer ^ 8ltovm 5TRL NFr7N OF 200 �t10 PSI MAY BE US.Eb AS A LEVELING ft/1D. RQt±�Q�Et? FILL ZONE. P3{d SLom Awn Die WALL 1 THE aMS1: � THE WMLL (2t1 PEST ON CEtVrER) AND EX� aIEYtR4d 4.0` t TWt'aoMLQMWTOC)AYUGHT(50 DRAINNTAIO 7.0 A *INCH- WAMETEA SLOTTED DRAINAGE PIPE SHALL BL INSI'AaEb 150 REENFO. d PILL SHJt1.L,BEPLACED IN `S -INCH LIFTS AND Q BEHIND THE WALL AND CONNECT TO WEEP1-IOLES INSTALLEb AT COAAPACTED TO A MINIMUM OF 95% OF MA)IMUM STANDARD BA DRAItWE AGMA1E SHAM CONSIST OF a,EAN ANE,IMM1 RAVEL I" F.ul LAMD WITH" It INCt41ES FRW Tl* Top OF n* WALL THE BASE OP THE WALL (40 FEET ON CENTER) AND EXTEND BOND' PROCTOR 00.4,% Y (AS!TM D -698). COMPACTION TESTS SHALL z x (� No. 57 S,�) WIIM A A%V" IM 1 er �. T}� AM rOtRE ESTAN.zSHAtADE ALQNC 1H>E a CPE 4*4All t ST Of � i THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). BE PERFOPAW AS: THE WALL IS INSTALLED. COMPACTION � N Fr]i.l rrwiw fio /tS11T1lati l A s t4T"MTNEb TU rrrrfat?dwl< wrn+ r 4rr1 D +s' nJGaf.4*7se FAS1, s oli tA'tMms Ae Cnwp�� 0 08 MAT�RrAI••S�, AND #*8T 1t�E a 1NUOUM SOIL SHt" ,SrRb*TH � 8.0 DRAINAGE A"RE&ATE AND UNIT (CORE) FILL SHALL CONSIST OF WITHIN 3 FEET OF THE 1AfALL SHALL DELIMITED TO WAND- M z SiE'IE �E tilTA6E PASSD�Ifr VALUES AS A11L1N� IN � DESIGN Pl1RAMEiERS i`At Free Pieced Depth CLEAN ANGULAR GRAVEL (VbOT N0.57 STONE, Ai RMN6 THE FOLLOWING OPERATEb EQUIPMENT � N g 1-1J2 Ixa lop WrApa& SM - NEE 4. behind Wall DETAIL B GRADATION AS DETERMINED INACCORDANCE WITH A$TM D- 422: 16.0 A; VIBRATORY PLATE TAMPER Si�iJILI t� USED TO DENSITY z W w i �,id 4 9'3.11)0 HE ,Ky E�1P*MVe SCAT. (M 4." SHALL NOT BE tlAED IN ! �' N0: 57 STONE, COMPACTION TEST$ CAN BE WAIVED O z u�i 1J2 }fiJE%� _ 5E1 RBTAIFEO 9A�ILL �WNE, 1i# Mf S I:RAC'1'IiObt i=" 14a 40 Sl3I:iiEj Part Drain ., 0 with Sock SIEVE SIZE PERCENTA6E PASSING WHERE: NO. 57 STONE IS USED AS REINFORCED FILL i�10, 4 i) sQ ,6H0U HW2 A � LW= L7A1IT' U OF 44 ANN? A {tx a epeaillsd U1 z NO. 200 0•S AI*A)IDI*WFLA5nawv4Mrx)OP13. aa=FRAW16A1TS by 0160 1-1/2 INCH 100 17.0 COMRACTt7RS�tLLSLbRES3TE6RAbE5TODIRECTSURF�ICE �/� � SH&L K LIIY1M TO 4 V40*6INDIAMET0OR LESS, I INCH tw1 W RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID �/) W -� STANI?dNM Ground Lsvet • �.. _ - Nrn►•VYb en Geollwd* Fabric 9A P0141OCK UPITS *QM DUGNSWW SI+UU 019 DVM id at 16A tQiMAt'tI Oi�E SNALLIIC' lU A � 0!� 9� Of �Alt[M1<1rM (f raqU�) 1I2 INCH 25-60 WATER I)AM,�il6xN6 THE WALL Vi/WI1E UNbER CONSTRUCTION. M �� 4¢ Zad6HO WEN ALWI- if V4 r-ACC AND 2¢ MM FAM 'M $*Alt MWTQR MOM (W14 04m. G41110AcT1g41ESTA $im MO. 4 0-10 ]8 0 AN'� 5URF1tCE DRAIi+{6E►E PfATiA2E5, fIt�QSH 6RAl)IN6, I�AYE�IA:ENT, ' z Se (2V UNITS). 41 if+MWAS FROM FACE TO REAR (41" tJ#975). AM W11"N 3 FUT a TI E W/Lt. g4ft5TAiLED. CaMPACTT� / � Dew .,...._.41• Bloelc- NC)- 700 N5 dR TURF' SHALL DE IN5TALLE15 IMMEDIATELY AFTER THE WALL I6 W $0 INCHES FROM FACE TO 516AR (6 • WITS), WIIHR�i S RET OF Tim WAU. M4AU. YE L3a1*7 tEQ 7� 14AND- COMPLETED AND SMALL NUT01 TIC t1 M ANtI tl[IA Art tTA �LTCR � �E an � TOD�T SWAB ` V �a 9A 6EOGRIDS $H9tL BE LAID HORIZONTALLY ONCOMPACTED f9.4 IF SITE AND- 56-IL CONE TIONS, WALL GEOMETRY. OIL WALL 10.0 A1. 111 1MOACK PER UW� 9iOU.I*MAINrAD40FCR R* �MaiF` >VAC!iFOMWALLXTSWOF EACH DAY TO�IWM "'TR'.:.,iVITY CK BACKFILL FOR THE REQUIRED GE OGRIDLENGTH.(6L)INTHE LOADING AikE.DIRFERCNT M[ANTI•IEORAWIN5.5ANbTFIEtrCSI&N WAT% DAROWVJG INN WALL *KNEES t14W CONSTRVCtx011 '! I �7Rf� TEN6ILE STI gNm bras; ION {PERPI�bICULm TO WALL FACQ PARAMiE�TE�ES, THE CONTRACTOR MUST CONTACT THE WALL DESIGN' Pi�Ft9t BMTTER (I•E• 3 DE#i9E CANT FatOM YERTICAt,I. "Drswi�g Not 10 Bala 1&0 AW AWAM CMIWfeMA1t1RES.FLMS"OAD1146, PAV009. TM6ni1S t* sl ocic ALIA W*HT MAY B* MADt: OR Tt111F SHALL At MSTALLft rMWUA1� AFFft WALLIS aOIYELETED NOTED ON THE WALL PROFIl.E, THE 6rE06fkID SHALL !#E ENGINEER PRIOR TO PROCEEDIPV6 WITH THE CONSTRUCTION OF 110 FJBLD Mo7us >Ytlt euullc lleewea WI-lH TI# 115E (W SHIM CR ASPIIAi.T 94N EU5 lip RAISE I9:A ir SITE AND 509LG0NDiTI0N6.W&L I. OR WALL `�� l+s�kl lMBtt� PLACED WITHIN ONE ,H_ OF THE FRONT FACE OF THE WALL. CNE CQURSE Of iLOCtG SY A MAXIt" OF V4 VCH VERTMAL NEWT. WADIWG ARE D 4T THAN V* 00AWlNGS AM 114E DES304 ' 1 TA 1Q' ' ; THE UNIT BELOW AND EXTEND HORIZONTALLY 20.0 DETAIL0611 PENCE OR HANDRAIL POSTS AT THE TOP OF THE WALL s � sto at.aa tsse• PARAMEIM, THE CON1R1bCiM MIDST Mff#WT NNE WALL DE14M , OVER COMPACTED FILL. ARE PAM,UD INCLUDINS CPTIONS FOR FENCE POST BEHIND WALL 1RSDR 147 Wl1N 1i+1I CTR1iL'fxtI ' ' , ' *Knob end o,00vs 10.0 SEGMENTAL RETAINiN& WALL (SRW) UIVITSMOLDE6 DIMENSIONS OR. INSTALLM WIi'HINSLEEVE -IT FENS POST SYSTEM (SEE Si -SET 3. OF 10), THE WAU. h* Soo t ,uVS rowrwp�ocat tA�rsATnli► nor SHALL BE 8INCHES HIGH BY I$INCi E5 LONry BY It INCHES DEEP ° cF V* W 4 L AAE FRINIOW MR INSTAlAA1ICH OF GUA MUIL. L_ 3210 25 (aot:I;WOOD CLASSIC A);a LI INCHES bEiP (ANGhiQR VER=i?cA). � N A 4p AM1111MA • AWW '"* WJ" It R s t . lip +4 55. � DETAiL A AND "LL NOT DIFFE=R MORE THAN : 1/8 INCH IN ANY btMENSTON. PO ]TIC X001, FM SAP11 W, 11.0 A ! -INCH SETBACK PER UNIT (ROCKW'OOIaCLASSIC 9) 80,56 -INCH SETBACK (ANCHOR VERTICA) SHALL BE MAINTAINED FBter F&Ac - 4 FT Wide - CondWn A Shown FOR PROPER SATTER (12. 7.1 OR 4.0 bE61kEf CANT FROM VERTICAL:). REDI -ROCK RETAINING WALL ""�"'' '�°'' SevHtil ` 12.0 6EOt�RLDS SHALL BE PLACED WITHIN I INCH OF THE FRONT FACE $ec l- iortdraiL Past Detail �ieQg,E'id LAeiAfe�oEnEllnl' �TypLC�1n OF THE WHYS AND 61:06RID5 PULLED TIGHT (AFTER PLACEMENT �r Sleove4t )-ewas pgV} Dail RefPP to SAFnII Profile far ngritl 1 OF THE NEXT COURSE, OF. BLOCK UNITS TO REMOVE SLACK � unlr Type. fficegrid Lenrtth (6L) wind � W SCALE: 1(V} FACE OF WALL AT BOTTOM _. � - Lacaticn �� Ammar -e to Top Unit 1 " =5v ) Alternate. Gacgrid Plommnt on W /ConcreftAdh"Ne M }t z EDGE OF BACKFILL --- Fr000elM.eal.,ddmPlsa.tl StbW*mt&eogrid Elevations to Oderlap ft"rk6 and Place 3" Soil Fill SRW utxts M to 1 Behk,d V N - W \ W Between Overlapping &e lds for c3roborela Pebrie Proper Anchor•nge 'r = "� � � � ✓hv° .�`r� •+ �++�.+''t`,'�sr"rt���+,n' v4\ w A � v fINSTALL FILTER FABRIC r / Ee�•auaed) Ahitt 12`Ttri`f` r ; peybirted Soil BETWEEN BACKFILL sea--, _ }3f ��� } y, �y s <^ FACE OF WALL AT TOP We•�tde � ' k✓ ti;3,; ^,,�' � "�,•'f <, Compact to IMAtr19576 (Y') ` Part. Stain 1� wBh � .� ■� STONE AND TOP SOIL (orvaip rieraelrme,) yam' TAIL 0 N THIS � Pipe ` �.',,''� •, . ;fp,, '.�, S4`andard Proctor Densifiy SEE DE � SHEET HANDRAIL � � Thrnfl Wn1i vt•'ti*\'�'\yrt � >�` Pit \�, �%i "/ 1 40 OCSpwing,(Typ �n t;a 'r 'tea ` << POST DETAIL Citgndlwrei 1 Elctertcl - Syr �; ; L\ RairtfarcedFi>� � N 0 N THIS ` �� „�•„�tk� =a lJlwoflUlt$ Soil or CriiSl1e415tor1a O SEE DETAIL <a r k : ,r;�� SEE DETAIL ON THIS „ �, ♦�` s� >. ` •• SHEET FOR 18 HIGH x41 Compact SHEET FOR 18 HIGH x41 REDi -ROCK wew+ees+a+. w . • LONG REDI -ROCK MIDDLE UNIT LONG st ' ; e�,�,•ke hack #1N ,,;r l�.,a`!'a`? °�3 .�;r:.r �:�;`t"� � �t.�+ „•4�'''k� n,:. Standard .Proctor Density '1 N "- PLANTER UNIT �� N V) 5�i�' \��?.,�;?.3•.., .: y ,.•`�:r .,�s^�s� ����`�k �',S°` +� r .r r ��,�� s. Y�r' t'•..,vr'• i) _jtt TYP.) ',hr .StowL"allog Pad a�',�s� y ,` tir4 ��^� n¢� �x�, h? ��++ �y W Drain Pipe. W � yz'.,t`,J.,.+` >Y,� i`.\^v x."•{'„ `' } ;• ' S y. r Wide J 1�YsG€ { YrF�o �f of f5ac Chain. berailj ;`r4h4�i�v}2� ` - )) ) . � lIt•41i +1�2� ide ,.1.• l 'J.f• ✓ b �!+' "YS•'�:I Y• 4: M ,�,f'1f „r ! \,.'N' : -' .4`fi :% 16 SETBACK 0'- 20 •,.,,;' 51 STONE. 12 `�•�•'� FOR PLANTE # RETAI r r E' ►�, O MIN. BACKFILL as 9 v'. =' 4 rt �.G c S \" t Y, ✓4 1 \\ ' n BLOCK 16 44 DIA. DRAIN PIPE. 4' LAYBACK DRAIN TO DAYLIGHT. .. +,• ✓.'3 , !t, . •✓� ..`^ ?ti!`:. �+n"a'?S'�, .t.:5 \I: ir.'\o,.., z�<..+.nu'hv M�',.awtyl.,'� � � C WEEPHOLES 40' O.C. SRW Units ANGLE (TYP.) „ 4tl,`S;; }:�fi' �..rti t'r f �r �> �4r I �] T r q y r r ^ O o ... , . ' '' >F,4"} ;,, .;s•4 r5 „+. 9•t.:c i -J • '_'1 �.. 1 SETBACK v COUNTERSINK BOTTOM •:. fir• y of •^.. Y.. {`= t t i•`• k�4'+� +`. °. 4 •. +ti Q. I N �:ONCAYE R BETWEEN Ct�! E DETAIL k, �.• _ y��L• .riitn fN.'•✓ ? f•'v '..1 �C., s �,,., �,�y� FACE OF WALL AT BLOCK 12" . .Sg ► • C�l. •1i�4 +. ,� �� r°�,,i >/ 'r�J, 1 r�X 2,�rvy - lRiRlr,Ot�� F�iAr `�s BLOCKS (TYP,) { !.. • •r>.'7tl tf> �.r? `<x`r':' �. ^ Jr "'.?': .,5;s y r '.�\� ^ r" \' +„ y .Sf�W� -Units •" r . .. ; n k�,.. ..,, !�, ,r� o ScQk' " r't'+s!•' O r{. -. ' ,� " '4 S .� +. a t i ... ,.yv; .t•' v. ::c 'a l+ w >....;:.,. ..•, r Q BOTTOM SHALL FINISHED GRADE &ANCHOR C +>✓<• r: • f•7i t f a• •Y�i. +Y a Y ii �.�r -L r tv B INTO CONC. SIDEWALK '�• r ABUT SIDEWALK 41 TYP. 1 "4" � '' DETAIL : K' wt 5 k•� •� �. •, {,1�•$1,••s- -tilt . Fill Vertical.Coltimns •S� o ( „ - 1 � S•S � �• r,r r r r f.r••`ir rr�+l:er +rr ,�,1,.ys r• ?ir +P.r .! �'•, COMPACTED VDO c wS 5 s• S.':�i.s•ti,n•ti•a•S,S S z. ... �, � '�'• No df 5to)*e •5•+�•�•L`rti •S•L• �.. rttJ No. ST Stone S W o -t ��yrya''r ;�• ti�wd~•r�r;, ��'�r. f;•�i�''ii�,,ti,.r,'�Id'� r,:r•'�it•'yit..�..�r.a , STD, #21A STONE. 48" MIN:- - Ilk :'" LU " LEVELING PAD MIN. 12 LEVEL r Residual Soil Z w S •5 • i ♦ ♦ ii �+ W. .. r r �•r hr r r -r r r•.. r• -� a i . • . •y,•I ,,,yw•,.9y.ti.•.!�• t�.i:,Y tti +i•�r * ••••S v r t "1tf: r71�IH�� NOTE: .z1GY4 �. Al w i.►�Y�t i 1!K i w_ _•! _ _ _r1•; s {•• •S•. N YIP �' {�''►l r :•'rMr: ' ,,• •�'� •• ' CONTRACTOR SHALL CONSTRUCT Min 12 S `� VDM W. stogy t% r } %tsS' •s`•r . '• ! 12" i THE RETAINING WALL SUCH THAT iT j CL ADJACENT +~ 4 �--� DOES NOT DISTURB THE _ 1 r,, r 1" Setback (Rockwood ti 8 W = o PROPERTY. t 5b' Setbac (Anchor 1lerticaJ i atad SRW Vret U Straight 0: k:: 4' Dia.Rtrf4: o DraL9 Pi 1 c !t(!'a l f ace Top Locator LUB:f� Open Jaint'(We"ha,ls) at Max'40'' OC. W AAifi 6" din. Slteve ®' DRAIN DETAIL 2 T Unit Behind g" o oP :�::•:•,�:':'�'��- An1�i I"8ao' � Drawn told zz - B+rrtf+om Anchor As Noesddd • " VNIT CM. NEMON DE'R'AIL or Tube Fa•m Lid � W > a - 811 Grout Around Post t# �'-'' O .......... Ul (NOT ft Scats 41" Redi -ftodt Unit ►�-t a AMR 6" 6apteolk Owl! Stone 4e Dia. Perforated Drain Pipe " C/� w f =t Min 42 Handrail v JU11000 2002 OI' Et�llhllallR'L` * Notem: Setback = 1 P+ec 8 Unit!':1 Batter] �.,4 v , �s; tii: W Z, w Open Joint (Weephole) at Maas 40' O.C. -- _, w cn : WCKWOOD CLASSIC 8 UNIT 12" Sog Ccip Knotch Out Block - brain to Daylight 4 f~�ttier f =obric Over Feeiae !�o>ct w! S]egtviit T# Soy"m WQ a' Z ;: Hip 18" ... . „ . ,. Q DRAIN DETAIL iit&t to $cola) ©rainaigs A� Ii,= 51ee>� -It . 12'� taior. x 24" Q�,tl, p�i •r•r•rwr .•,.' ,:,. '.ti•ti S•S-* ' � 6t'aut' Fill �Ift4r P�paRt �, ,+, .;} ,�" r �� �'>; .• $ r r (Not to Scale i Irwtatttttic)rt . �+ • • • •, _A ) Min 6� Ole. 5feeve or Tul�,t, irnrtri FiU ut oti# Around list wl Alin .3 OW i Grout T a�,S,,- t'�•,r r -r r r+r.rl!r i-rr• 10" Krwb W �. •t 'Lw�, '• wr. ..t errlra • rrrr :• i1? Q . .r. • r•r• s , .. r"i•r.• Cut Geogrld Atramd' Sleevle PVC Coai't+ed Strut ti ,. -. ti "�'.r:`( `T:'r`��ti- .ryr(- `.+�.•�f 2 Per Unit ' q- �r �+��y� ^ e��_ 4) • r +•i •' s7r•. .'47i'L:,.rS.rLr".aS.�.•Sa"•+M3 ( 'FT t • = - PVC Coated Cm ilever 0* � > j1•,�w•rr'ywti r1r?�sr+r�jir?..fr.` }Set }rw i! a' 1' isi' iMi:', i� "�•:h'.•'1ti43SS14!'Si'4,15'1.!! � -min -�y� 41" L)hit 1•e,l+t' n ► }� ltl'i: t2" $oiI:SVer ' F= . q`. 12" Soil i:41[!p� n 0 ce- 0 HANDRAIL POST DETAIL». 1• u �.•, ".'�•' t5 { . ,v. -1 ,y `", :. ',i' y y: 1.,�,, ,g r � ,r'::i' ;r + 1'�. ' C! , ,t:��4 .i� ,r!•�.{E.,,, �i.C,d.r <: W;.,h.'.; -t _ >_..r .t : •M ,.:f.{ `, , r 4. {. .�•,< (�j� '►O 5041st •r , :, . ,, ,. :.,. •�.� �i11 ...... ;:;,. lrw. � 1' �' •' -q• <\ q\ v �ti `•t.' <;;r ,� .t `r: e•, � i` ' v ,, r ',.;v'� .l ,S sigh S►1 sw .•y., 4`vy ` .''�''•'�+ ,a�?`. :`'a.. j�,�.,,.,ti..5 r ,r. �, ,,`.�r` , , ;,•';;•tt, �S •..a . Z'' v> qt w• n' t. ►: =r '.{ v'�. '{'.i': t.f i : <! •rti +' :L r'iT,C.•S../ +••, 4j r,,y� ;,r !• .�c. ` *`Y O ..-: J . ,•.t ::� •�, �5;;^ 7• ,' w'+,� °�,�f �>:,>,�:5 S• ..� <r, •"++�+ �`t�J; w. '�i,'r,�• � 1S_,,, c Top 1.4c*tor lit Few V J ,. f�.:>"F"�` �"'4",�'T^• "! '1 s v s.�" r :*'sS., y .• r �,. '4�,x { r -: F 't c 1-1/2" Setback 1fF y z 'ti '�er.r o �,�s y't�Stis r '*wsYti'rjw w.vST`3 Y{ { ti�,4� `�i N 1 1a- - t1ii4:• y ■' �Sa ► s•'! r y'rS„l, m:,`✓~: +, f-`•,a f'�(? t\.y. ` v�' ,n S ; '''�h \ i 'y,• •r,. tiN1• ! .< Q LU l 4r <•t y, , r r z > Yr < 'sue p' .' }'� r r ! . , , 'tit' F \ �x ,rYf;jv <.r. .r i•. n .ter ".+; '"` t _ U .'.'.', .'.'. .'. +5�: ■1�i• {}. ... .. •y. '!.� \. .S Yy'x.♦ ,,ev'�,!yl r 'S.F ., \+i t lV 1 ,t,. +. 1,, ,�•\ i 5�. 'r.,;,tX _.e .,rn •: v'yr.. �..t =rt r. y -r- r•rt5y. r1> ; ' i'i5h �'�`. -;vra �? Y1>�. �t�,•",r�, r /�t l +,t ,�; ('',: )f f! J •C�'w`r•}` ,'F YT;.r W: d tie -(3 re'i•' •.�.. ' �. f . f E ,. J'- }•,},• , •. / .4'° 'jvJ' sC` $`� ry ! !r � `\ , ^v yy.�,,yIf,��,�j .t- , , ^• • • • r \ Z ;l, .•=y :}: ti ti . •,� ! ti - � v.) f4 �. .^•:v5.., fti1flTMI'W7� �f1� : y> - ?, •C •. •. •.•.•.'. �.'.'.• t,. t K -Lr, M.` '•v Y ! J V 1 x t { a, ,r "r Y 1 Q f�" � '►} r4r .�� din 6" L)iQ yv. i.;;•�:,.*:: t :`, JOB NO. t �h• ., v._ A` 4 y!`ti,t•t inforted FEl:I• t \A , f ,' .h%�, r ,.,y. >ar.1 •. rM1% t\'' �., t v .. O { r �.y\u, } . > >0.•:> 'Y " >: S5`=-$`x'a stir; �+ t`•y. •.% 5 r M.• . y `,r, U Yr. „ r,�+�[.•�[ ,.. 102036 j • %tit 2. :.iii / 4 Y`�'• fV •!w ,N^ A?r 'Y }� `'•. >, -..ly ) s''r t` �;1:'•... r �' { v,t. •/ .. ,l' ^:`v •. •,� - \ 'vi '+,. X. 1 �1 � '1. A4 s t • � ,7'ti':• ..,n 'ti �. 7. � ^t ,,Y.,. . 4• ^ \ e,ty •n '' r:.^,' 3 , f vli. ^ti.,,\ r+: ,. /. ., � ♦ , . • '°,� .✓ �, �, ,.'i. i . T.' � "Vt:h, � • ?s•:r ,�� 1- �� r.. l ' • -J L � ''� {\�' - �.'° ! r ti:. t t\ ,..• ? :., '� !! r•r,r .I• r "ti . '.{`v "•'= , z. + '..�<' . ,s . ,.t ' ?,,,: �'�,,�. Yt�... • •r' r•,+•,C+ z.= n, Y Y . }/ r•. r :.r , r -S ,;> 41" Unit .. +>•.3. }: l..Sr. _ . SCALE ° WIDTH =46" � ? e . � �+r4 z. 3' ri ae l � Jr•+ � ter r `:� ?`r«\', > a a'^!:'+ � „ Note: Setback ©.56" Per 6* Unit (4e Rdt v) •S•4•S•�+�•�. ` {.: , n� L,4l4 � :A � ��,` ��� t :.r, �> _ -. �� •..~ v,� \�', AS NOTED 41 REDI -ROCK UNIT HANDRAIL POST DETAIL. (Nat to 5oa le) "HOR VERTICr :U.i rT t,. E -IT" F POST DETAIL a (Not to Se", to Seeds) SHEET NO. a +0 $640) 5 v. a s CONCRUM B41113Nl1ITAL iUFTAHIINO VVALi SY111 M PART 1: O@IIrtAL iPiCIFiCATIONS 1.01 Vlrafk Mcluded A. Work atoll corwist of aping and conetA#kig a Rockwood Classic 8 - with PCS unit segmerroi retaining wal it scccroance *s h ame spociffcatiom to the lines and gjWsa shown on the construction plans and cIMMrtg4 Alt ff*e wall systems WIN not be o;walclered. B. WorklnGudes preparirrg'owdebon soil, furnishing and ineta0lrg love Ing pad, r mlt drainage f 11, and bOCSfll to the Inures bnd grades show on Ube aria[n�on plans and *swings C Nark includes funishing and indag nIg googrid soil rein%roamert of the typo adze, locator, Ord length& as deaiGnated on the oonktruoton dw**Vs. 1.02 Raloted Sociiom A 5". an Six Pmoaralnn (Not apptcable, B, 9eAon _ - Earthwork (Not eppttoade) 1.01 Reference Documwnts A. Amer can Sodew for Testing wW Maleilala (ASTM) 1. ^UTM C 1372 dRelderd OpecHlcotion for.$agmertal %telning Wa I Units 2 ASTM C 142 6arapling ord Toting Cermrcto kraoorvy Jrtito 3. AaTM 13,122 Particle San Analysis 4. ASTM D 669L Laboratory ^compact or Chawft- riabce of Soo -SWda d -fort 5. ASTM D 4318 Liquid UrriL Plant c limit a'd Plasticity Index of Soi.e 6. ASTM D 4695 TiArAle PwNx'les of Oeu.ex( m- Wide Widllr8biV 7. ASTM D 5252 Unconfined Tension Creep Behavior of Oeosyrtwh011 d. ASTM D3034 Poiyviny CHorce P'ipc'(F VV 9, ASTM D 1248 Corrugated Plastlo Pipe 10. A.51 M 13118'1 Freeze -I row Uutabr dy at C:oncreteUrlb 11. ASTM D 15578 Dete'mlrrng Cori nectiol SVetngtl 8elwa0'tGeogrid and aegr'ix'tai Unii & Goovynihretr, Research bvdhM (]OR) 1. 3Rd -GG/ Dow- minston of tang To-m Design St orgth of Gsogr d 2 ORI -1336 DetemAnetlon of Geogrid (soil) Pullout C Netonel Coracle Mescrey Assmotdo i (NCMA) 1. KCMA SRINU 2Test Merhod -or Determini ig Sheer 81r"i of SRW 1.04 9ubmldtatsAlraMoodon A Pno- co lx start of work the Owner shall oblair construction dmwinge, mad design xmkx/ations prepared and SMIT ed by a Praressional Engineer reglebem in the Cate of Ihe�d rateiningvvoll The Ownser or Cortraetor should have ere pigposed ralairdng Per,, by the appljopme a govemiM aAhomes 3 Pr ct to start d ncrk Ihs Ccurtmotot mall sib nd a rnanWoduts's xsflficetlm for each d the retalri 1p vrMt system oomporlerfts. -tie tortlf cotton shah Gale flat the oorrponort mounts the m%Avine-w of Ilis VVMifwaliun. 1.06 RuelfiyASaNIallOa A The ConlrattiDr slait'Ge dompatertt and exper eroed 0 the oonotruclon of -ei -Mraed vVrentd raie"i9 wean ;rho CortreoWro vornpdartcy and ex per &roe Woo bs.dowmined by the Owror thru dornolatredron of sxoseefuly Cott y7leted pro" andror oc ruple•Son of a nabondUy recognized coi nisofinetu{ nctibnsuchas the NCMAgSegwo rlal' RafOi4ft Wall b are totlralarxt i m'sm. 3. The Design En0lneer anal 3e competent and experienced in the desgnard ans"Isof reintoped segmental remksng walls. ThO Design Erginser shall provide proof of qurrerd professional isbiliy seuarrca w th on aggrogdO COVnrege lint ar not kasthm 91,000;00d C. The Owner or Contractor shel provide independent soil heeling and sue ity assurance irspeoion and tewting during cclw#ork arc wall wraViction oxratione. The Owrues ci ality awuntnoc program does rot relieve rtes Contractor of responsldNy for cu ft control and nerd pow."nonce. 1.06 DMfvary,etorOpeeltrllSerWYO(t A Tire Contrachx w-WI dw.kON milcmials upon colivery w assure that the proper type, grads, x:tknr, and cleref -Atkin have been re; Ivfti a The Cw*aohur &nail protect 9I materiels; from darr'age due, o jcCsiia conditions and Ii a000alarae wgh manuraclt.We recommendations. De-aged materiels shall not be Inoorporaw into eta work PART 2: CONPON®NTSI ZOI Defidtons Wodr - a Raolrwvod Clessio S '• With r`CS oor ends wegrnarttel rslrning well un0, cap - a kackrwx d k.aacr. trnversa) knuP.- taraeresryyswrsah ralarningw>tu unit Oaagrld a geoo/nIPabo rrrtartel m9n taotured forthe primary purpose to reinforoe toll. Sonneas geosynMefk roMfolsraIrAW and xdt rebdbroemarrr RIta Fabric - a i•>eoOyrdheticmateriel M1TIL adufediti th6 pnmauv plMm to filer sobs from water . swft as oeoaynr 4w ft* DYMnage FIR - crushed rock aggregate riot is p aced wlMnaM immediate Y behind tie block Salle ab xxrelNard ctairaygaru:k Bee W1- twmpadetl soil that is placed beMM the docht are dainage IN and within the re rforoed WN vnh ime d the retaining wall as s elinati xm the Plans, Sam ?. as raedrilhrnard,ararklWf and V71NaxrJ! Berta Lnvefug P*L- xWrA ydw how rrnhwi l nr nnrmMwi wr aRR *srvw m for #rr ttnrdoc Rerrrrr as fevel6 rU pod. Ily, thatiepaffo�sdOitorObttadxl 20s Stoic and claps A mnrjm annul, be,Knx*VAW tARMC w' with I''{x'i cnrxxete i one.rtal mtainitV wall i.rmo 1 he Owner sloU Npecry ft ado-aria fees onion. G. Caps shall be Rockwood Caesic Universal Copr- corcrele esgmental rata ning wall xrNx. C. Blocks and cope shag conform to the followi 1g requirarterh: 1. Blooktdnrteraiona. shall be: H = 8', L =1('. W = 17. 'L i3loolmi stmt have a built vi lug prdnx*g brd Tom the base a- zhe olock 3. Cap dirrirtiona t ha 1 be: H n 4`, L rR= = 18F, Loom =14', W - 1:)5" L. Permissible variations it bloWoep dwaralon ,shat be per ASTM C1, E. The finish' andappeersnoo & blaukbitaps. "I be per ASTM C 1372• S Streno and RIvIn lon requhrrnOrtashall no M. ASSTM C 1 T. The unl welghi (Vrolgirl Vol uNlvpk.nte) Of me IrIrIIRxllrxx* stud be Weld" Una 115 Pin. 204 Base Leah ng Pad llssesrial A Base Iwo Peg pod moftdal 91WI consid of ootrpooled appwyaDstase ct non- mirdonced corncrete, as si win an construct or drawings a r dlordukrrninrJ V6iitstO.00C}}upan iektoondilions. Ag7egate boa material "# meet the foWng gradaton in sworconce with 1157M D-42: Pefcal PaII& M lirCh 100 no. 4 36 70 no. 200 0-15 205 ownegeFIB.III -I 1 A Drainage till motels) t hall consist of enshed rock meet►glhe following gradation In sootome will ASTM D -422 Slave Rylf'w Itch 100 %Inch 0 -'0 rto.200 0 6 206 fteckHB A Ftru:kll xha1l txtrNst nf anll .blot is titre M cke'xis ofd dniytrsiciixs rtalPaial. L1rIwIe ffw T]eelgrw!r opsc l es othawlos and stxoLnte for In Master dsalgn onaiydg bealdNl oWi bred rtes t'd cWMg gradstton in a000rdarce with ASTM CI422: Sieve Size Plemill: 311th 100 1 rKA 50 - 10J no.4 2D -10C M. 4J 0-1b no. 200 ass 3. Badtl I shall have a AaWolty IldeK IPI) < 15 anc idgttd -MR (LL) < 40 per ASTM D 4MO. C. The Cur*wAx &rail Wail iIKWWI*ntt INWIdlwy hat •md6tu verify Uwt Uw tor;W 1 r-Wift the resit ements of 2.00 A and a 2W ( OVIId n ThO ae epeciisd n 1tMS:rArrstnrotlon Plant and dr9riW arml be maifsobxod soac�forcoil reirfprcenwrt Ooplicobcra 2im orahaage Pipe A If required. d*r mge pipe shag be PVC pipe mamas umd in a cmdmcewrtlt ASTM 069094 or trirrugnsd -1DPE pipe manrfashred in a000rdarm with ASTM D 1749. Dralroge pipe shall be perforated, sidled, or rat perforated as shown in the c onetnrotion d'awkga. PART 3: E7ti'CtiTION 3A1 em avathm A The Contractor elall.xcaVate to ffts I not ord grades shown on to ocrimuoion:danvings. The Cwvgciw af%Vo• Owrneratapr*oaMdve dun Inspect theaxnvationand eppnlveJdaepprove Its: wmpetrloy as a fastdetlon 101 prforto plawnert or the eveling pac or bodIl: 3. I remade wolc a mquied to Improve the fouhdat or ed . tte Owrwr soar ocrrtperMeke the scrounger se mutjWly agreed. C. The foaMon salt stmil be compactec to a nNnin4m of 951A of the maid nulm cerw iy per ASTM D-M. ,. I aeeMs or'evtya'we or prate ids" a observed in the tekCavodorL the Contraoborshag conOuff the owner and mgr Elgineor In order to sit or rrcdlly a 171nege Oyslsmto ndVft tutu re ssepags. 302 S000LavelingPoel A I, evil ng pod m9w al the I to planed to the I has and gmdee shaven on the oonstructton drawirSge, b a minknutu itraknow of 6 =I-" 6lderd% laterally min mur of t3'l, both in front ct any behind the b ode B. Leveling pod n beNale,stldl be compoded a1 s riMn m a` W % Of tv mWmum dendty per AXV 0-808. C. i aveliug pad aNug x Prepared to lisim fr:Il uu d=t Lu the L*W surface of tiro Itltxtk 501 Btiiak rsMlkitloa A Fist course of ul is stall be placed on the levelktd)pad et the appropriate line and We& 81; shown on the oonstnx:tion 3r rrter�.. Algrrtrentand evel mall be ctlecl ed hail direct cre, EnSunot-*.a# Lx Ra are in full conlad; vath ft leveling wdOrld properly seoted. B: PI9ee the frortaf uxim eide"cle do not leave cope between ad31111eert unNa Layout Of oCr'wla end alves shed be in soocrcenoavAth inarsfaoftow's -soCmrnerr�tola C. Place crairage fll wits r and ben nC blocks- Place bacldgl bahlyd drainage oil in IRs no greater that 8 tc 12 inchesand compact to a minirnun d 95 % of ft maximun dents per ASTM 0- D. In order to arrsuro #* ft oafs of to block and a mkimun of 12" hen rc the dock are II ec with *eksga rock, it a moomrnelded that no more than two courses cf b ock arc si Mod odor to pkadtg and compu~ang boo4dl and dra noW fill 504 06OWN htawladoa A. Gsogrid shag to nrierrid vW-.h the highest etrongth wds Porpsndiculwto the vWl rigmwrrl S. Go*d shall be ptsood at the type,, longths, and devat cre shown on the ronaruolion dv wintgs or as directed by ffrs Design Ergnse-. C. The gaogrkd eh a l be laid twbmdoi I/ from within 2 rid" Of the face of the block bock acmes txrrtpecopd bacldill. Pl000 Iho ro ct ammo of btboka ova to googrid. Tho gocgr d Shell bo pulled taxi ardwchcrod prig- to outing addloanal drainage fill or baclQitl. D. Ceogrid "I be contirvioreflrouphatthew ernbedruM Leubh. Geoghid shall be plococ side by side c r overlapped with 3' badClll between to provide 10CS5 UNO age st each designed gwgr drove whom possia. GoogolediI not be spkee tong 14 designed embedman: rsr 504 meow phum"ront A Backf li slwU be Llawd. wretst: and urrrerii.W it, soil, a rnuorar pus. niilrariLwo the develctpnteri of shirk and i nstaNation damage in the a oprid. B. ElooWIt anal lie placed and =mpocled In IIRs not m acted b l tones where hald oonlpaC! Gr Is umAtx81u12 rwtrw( rd�srraediyurtuurltylxraitJuriFew +tsigg)wlrrnrtwvy xrup,gvliarr equorneritia :and. Lft - Ncknesssheg be dweesed to achieve the esquirec aompealion. C. 13a W II strog be corriMCM :lo 7315 W 1ne =XIM IM t1e•alty pe' A" DOW. The mostum ccrterb of ins becldgl mO4edd, prior to end d ring oomPectcn she I is unKamry dhdlb [ec throughoit each leyerand shoil bewkhin 2D%d the oplimrri rwishre emend as d"ani ned by AMV 696. D. Orly pghlweiAtt hartd+operejhK wpplherut shelf be allowed"thin 4test from the face of the dock E. TracNed xltnet" or eQuiD W t shell not be operated direMy.upon be gecgft A minimtm of 6 inoies of bockfll is required eyor the googrid prior to opamtbn of brushed veh Om over the t dlt era turn er be keel to a mlriftnirri to orevert made fron dlspl a ing. F. Rubber tired equip rot Troy pods over geOW"d at slow speeds; lees them 10 mph. Sudden braking sac sharp tu"1g Rho be avddod 3. At to end of each dov's cperollon, Via Connector ObIA elgx Ve Wd III Of 6aekfdl 04011 fm" the docks and dnlirggeng in exist to 4reet ru> rltaway'rorlt Wdl fans. The Cxk=t O*l ww-e surface runoff firs:m **world arses dorw rot enter tine well mubu;ban sine. &00 Drainage Aywmm beta woa A Ora nags vidern¢ both intsurd: ernal to To we# Ord s al, shall be determined based upon alb! xanditiona by to Cortmetor in oormAotion wdh the Owner and the Design a Onm a 0thin the Una of constnceon, dta Oortmew mud •reus that W surticial crairaw is diracled a• ay from Vre was Wsiem by use at drainage swaft area dralne or other tiimprAtnt nleaelxea, vVUhin tre I fewne at the wait, ltr Cw w must enure that all tsrno al d'ahsga Is dried away from tho wall V/0- to Cup Inaidladan nt Cope chat bur adhorod x .rdalying biooho and oopdwdih SWo' Stikly. 3,06 heauat Conshue mn Toletsnpee A. Vorbad A ftnator t the top or wall Shall be M Mt 0.1'(12) from design grads. B wall la1Mr. within 2 degree• of dooIr hunter, exetrdlrg a receive' badkn. C. Hodz,* M1 dkpnwtd: the 0(fbDm of the wag (B W.), at dacir B W. oraft. shall wlfnin 1 'oat of deagr line. D. MstdmWn hodwrftsf gap bd vccn cmctod blacks ahoy bo 112 inch. 500 FTMaa dRycon" A The Owner andCortnKWSMIengagei�ttpeottonxudtestnSeervfxxs (fiftycontrol)dtrtrup wisou xiwr lu ertrona prujerir{aeuifhwUtxs ► trra ual. 7• 6uk J4N1ty i"Itj l try U a Ow'IW does not relieve fits Catroetof from mestirp projad WeciFuor b` B. C AOtIy portrd should Wckx* bir not be WAI'Md W: feu ndalWn soil Inspection, venloallor of llaviRr hrteaa rrwNJ� fr0r p F;jp: "rig vanrhow m snub ,m*n xAhrjn ra rn ORrwarnl x:rw0;jrnw wth Yrokiwiytrtkst +kfrMarnlprujwieptxdFwUur (QutrltJ'/4awAant ia1,xA0Y4rAii- Asrttsd4y typ 311ok9adl401Aabd srrBkww) C. Orly gmlirfed andoo"Iertosd teohniolarls old 'sr I'S shall perform tedinD and inep9attai +cervices. VERSA -LOK WALL SPECIFICATIONS �14 "� �14' 1 �w VERSA- LOK CAP UNITS UNIT DIMENSIONS SCALE- NONE nsas prEtateegn a[TAaa An en8aO es AN A10 N at7lCUxa YERSA'a�eOK'* vEA9A -LOK SOUARE FOOT DETAILS _ oft ar rr1go lw w"ai°rx 'eeoom IN -" rear uiis�age rl�s rrwaatr o :"ncoaport Ph"nlmm %%I ftob■.n.La.� 9e ar F Orraar'aG: rfCOaFD. 11K. ols}eaOt.a"rr. sr"'r4rrrir e�ii sea.• CAP UNITS es k7% • '+- INSIDE 9(r CORNER SECOND NURSE SPUT HALF UNiT TURNED UPSIDE -DOWN PARTIAL UNITS ARI NECESSARY "HIDE" CUT UNtrS AT LEAST FULL UNITS AWAY IR_.-. CORNER THIRD COURSE NOT MAINTAIN NNING BOND UNIT IN OPPOSRE DIRECTION OUTSIDE g0' CORNER INSTALLATION SEQUENCE SCALE: NONE /�eRa r AMAf M Mr1 a OEM" naeael�es.M�er VERSA -.IOK STANDARD DETAILS �iw E0 r at &as F ru ®! M 's a Me,mw roe w� u! ''u•R a w� &0. u *11111" ro COEA NWA"T10N SMUE NCE AMR „ a fO"° use use der, r + r°wlee �a/v rr w..... i.U• SLI PINNING DETAIL SQUARE FOOT UNiT -CRO53 SECTION 3C:A1.1-: NOW PiN rW KWwr � alar v�r -talsu #VEKMmWK'8 YFJRSR -LOK 504NRE FOOT DETAILS Atreuaiter~ iwrtaatx warn mmianon tea. w+ a NA IN. ON PA"dit llertu_1�5a 1116 Mo AM s nrrtVrwo r w twlalrlm, il��disei0il jo,91 r�i raw, sr�rj rw'�s'iii A PMrrUNG F. ++«. r�+- ----t 4w� fv PIN HOLES AND SLOTS FOR 1 • SEif3NCK WALL CONSTRUCTION STRAIGHT SPLIT FACE 12 "� 8. 1 fill I till I '4:. VERSA -LOK SQUARE FOOT UNIT UNIT DIMENSIONS SCALE: NONE FOR DK WALLS r &err JKK PM MMW OLUa! A hit M IN MOM. MS. #VERMPwL6Kj* VERB* -LDK SQUARE FOOT DETAILS, ,,.. cures NET IM44 Mrf1 WM -tale tom AK i ors ss 111 s muarpsrnn of stn maus Nov ran t a�ryt Or U I wiM1'ihlea, tR Aglf lOOaaL dMBt7t D a i ern I�Olafa . SQUARE i= UNIT •w..rd'�° I ts, r z Typical Details Ck=k. wffh PCS L1Ara Cap •eel:e r•rl'rld kip -tall raserc.rtres cdro.enna w.11y„a,e rove iswMeel w: rrr•ru.•1•�`IT1t «.:.M'�...,., der 11„I.rti M1VA, _ �wr VMN Now .-. ....._ 1arAbw� ova r�«Y.Y.rJ�I N _ ear =2 0F. r..«rlrae`ar wriw.r+'r ~� r ►c.r..rrelrrsras.ee�iws x aMMoe�«•r++'•1`/`rrrr a�1Lda1.'la�aWrt ��ule Mr�r�1C ptaa f � rm.r�wlrwi ••� e.rw'ar'{i .i L i ..reuwMw . lre►r. L 7L '1� rslasM . w.r,.l err w rrr Er'w.Mw' �•• Mwb � � A.. •. 401 1 .� ��� - w• W 'j 'e 1 ��•� �� 1. .1 PA �.� Lf- .i__- .._,I+ + �'4 1 i�..4 aeleleOsOrur u,4ilrrM«r """"�'t'S areai..r ��� naeoee0aw"asecaraer7eevy Or aarr��sprltarseria s atiaraMnaee aalOe Mwdswrara mearoiae Mtae+Tr rr &ruts suer ««. � ccc _ a..«.re =_ lulrlr �� l,w « oeaaairenera�plc sewllewii►+r►���'v� �Mtv Mod Alt:brMri[ r..pr C]OUrfc6wtihPCg Typrpoll]alaik ae0eeoeTrvatad Block DIMOnstons tk=k. wah PO GOftlfCM 1riporfnoiion wr4ruwva««r- rrreva.errrw taiMirMNaa.,f oelre/uaelnre Mw++w I.ewielrtr+eeraM Unit hferrrwtion .+ueol.eiee 11sitsrxtr4se►lvoer ..Amrenew •eewrenaw.e�4frr. - ...oaegRVKa astcerrrtr4rexllrr«..:...attaaa het ewto+.r Na er a roux m r xrr....... i•agw.grr nn rnrtl tsRw a ►MME•- •.WItiwSw bate ifexz tr4M].M1w.�••• •sir 4ri5w ai>crnr tierwrsvv •awsoaaxnrwc eaJ1L'1.11i1e tMlanett /bwa�vArrleel]M i..Ylrclrlwwan: rwrrttrwrw aaetara "A, au{r4L 11 rly rrraloNdn•1W r. aurrtea"iOOawY�aeYwrsOrarrNr. lip eewp! doewleWgaridraa e frya A a►rdsnMecn asaar Mbamlltrc'eM Pmt HOLES AND SLATS SETBACK WALL COA i rRAIGHT SPLIT FACE VERSA - -LOK UNIT UNIT rAMFN1.gnN4 SCALE! NONE U i Ile it iI 6' 11 II 12 "--..I SPLiVING GROOVE FOR HALF UNIT FOR WALLS FOR M eflM3 Aft M11� Aa M � VERSA -LOK STANDARD QETAUS �� C. N� Of INr- �FOrr a"�a ` Filllllli1i1 rut *eons® x utfa�sa°WO STIWMRO Utilr hvisw I10 ....+... 3/4w VERSA -TUFF 2 PER I PINNING DETAIL CROSS SECTION SCALEi NONE SLAT K of r 1F#wE &Ai Aa M 0810W D � VERSA -LAK STANDARD PEfAF-S WK : r fit�t" waost rite M� 1aeAaaaaalle > dinura .� w70aral .~ taglwdNG, _ at: 1t1aP1"6 Etke1011 ar lrwr IiivsoolCap fwd l '• "' :' I °M"'"" -- yr �~ ekeCkDSrltslisbntt ester 0m l' TT R. C0UJNS 'b;?.O No. 35791 � o�,s1i-7 IL ZONAL E_�'1 J Z O 0° U) (A W QZ fn o 0 Z to O _J Z W _J H Z W Ice O N O r-n L9M M N m tg� 1 I WN CV W� L9 E-4 tA F Wl M� l� r �.W L O I� Wx U 1 W V] W J� W f�l r� V O 0 CV .•J w 0 OW O. CC w H Z W U 30 Z O H D a W J J 0 Z f-- Q oC w H Q W 2 H W H W d Q U (n w H Q w oC 102036 SCALE AS NOTED SHEET Nfa .16 W W 11 C W LL 10+00 10 +50 11+00 11 +3U WALL SECTION 1 535 D ` � z PRO ED w U 540 . ♦ Q iI v ITHEA 540 530 a _- _ -- P -- OPOSI iD GRADE 7 _ 530 0 _ � � PRO OSED i PR POSE G E 525 535 k _ -- 535 _— _ 1 OMPACTION) _ ILL (9 % CO PACTI N) -' 520 ' i 530 520 _ 530 - - - - -- -- -- SED ALL 525 515 r EIGHT1 525 PRO SED V IALL 1 HEIGH =12' 510 1 i 1 i 510 I 520 I 505 -- -- 520 -- -- - - -- -- XISTI GGRADE—\ 500 515 / / 515 i r EXI TING GRADE / 510 — _ _ -- __— 510 --- -.____ _ - 495 NOTE: 'I 490 1. MAXIM IIM LAY BACK A THIS 490 505 0TE: 4 88 505 M IM A K ADJ Nfi N �r N M 2 TO [THEATRE AT T IS to 502 SE TION= 0.89' 502 M rn � O W W tM CIS co wL U. 10+00 10 +50 11+00 11 +3U WALL SECTION 1 535 D ` � z z 535 w U �I . ♦ Q iI v _� z 530 a i 7 _ 530 0 _ � � PRO OSED i PR POSE G E 525 ! k 525 (95% 1 OMPACTION) FILL 520 ' i 520 PROP SED ALL 515 EIGHT1 =19' 515 1 510 1 i 1 510 I 505 I 505 500 / 500 i r EXI TING GRADE / 495 1 —\ --- -.____ _ - 495 NOTE: 'I 490 1. MAXIM IIM LAY BACK A THIS 490 4 88 488 ti N �r N M 2 tto to 10+00 10 +50 11+00 11 +50 WALL SECTION 4 W� W LL w �G wu wu PRO SED 1 r�40 TH ER _� 540 FFE 136.00 SUB GRADE 11 A%f PROPOSED GRADE THEATER 535 — - 535 FILL — I -- 530 J 530 i PROPOSEDWALL f 525 — —HEIGHT =1 ' — — 525 I 1 520 520 _ 1 a i 515 515 XISTI G GRA E / 510 510 I, 505 i/ NOTE: 1. AXI BAC ADJAC ENT TO T AEATR AT TH IS 1 500 SECTION= .10' 500 I CQ c? �coj �tt`pp' cpp� ! 8 t[5 0 0 ► ttAA 10+00 10 +50 11+00 11 +5u WALL SECTION2 ' I 530 530 PRO OSED PRO OSED GRADE PARj N 525 _ _ 525 (95 %ICOMP CTION I 520 — _ f 520 i i � H IGHT 16' 515 1 515 1 a � f 5 510 10 I � 1 1 j 505 ! 505 EXISTING 9RADE 500 500 1 1 _ j 495 495 -` ( \ / NOT 1. AXIM M LAY ACK A THIS 490 ECTIO =16.0' 490 i — 485 485 1 482 482 i In C7 N r � C6 04 N N to L 10+00 10 +50 11 +00 ll +5u ll +f5 WALL SECTION 5 PRO OSED 540 ' ` TH TER 540 ROPOS ED GPj DE C 535 -- - -- _ 535 FI (9516 COM CTIO) — 530 / 530 1 PRO OSED WALL / J HEIG T =1 525 4' 525 ! 520 520 515 515 510 EXISTING iRADE / 510 J 505 505 _— - -..... -- --L - - -- -- -- -- 500 500 Jf oTE: 495 / 1. MAXIMUM LAYBACKADJACENT 495 SE' TION=34.89 492 492 J J cOp C�OV W W Ui w Lo Ln U. 10+00 10 +50 11+00 11 +50 11 +75 WALL SECTION 3 NOTE: 1. CONTRACTOR SHALL SELECT WALL FROM EITHER REDI -ROCK, SEGMENTAL, OR VERSA -LOK WALL SYSTEMS. SEE WALL DETAILS SHEET FOR FURTHER INFORMATION. 2. HANDRAILS SHALL BE INSTALLED ALONG THE TOP OF THE PERIMETER RETAINING WALLS. 3. CONTRACTOR SHALL EXTEND WALL BELOW GRADE A MINIMUM OF 8". WALL SYSTEM FOUNDATION SHALL EXTEND A MINIMUM OF 18" BELOW THE GROUND SURFACE. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 irich = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 530 525 F EXISTING GR/ DIE-i I A wil 525 5 im��= E��Mmfl 515 171 510 1 1 1 1 1 1 1 510 505 1 1 1 P l j { 505 06 uuf� 495 11. mAxiM- UMILAYBAtK ADIJACENT 1 495 - T RESID N'TiAL UIL ING =1 2. S RM PI E UN ER WALL MUS 492 BE RCP E IV F IPE 492 W)� M ���, WW T-s N49'N w L u') u7 Lo � LL. 10+00 10 +5010 +70 11+00 WALL SECTION 6 T 0 RV18 A '(F 1 r` j t go r I x F+94 711 } , r 3 I 1 D W Lli z � z z M ( w U �I . ♦ Q iI v _� z a 7 0 h � � 10+00 10 +50 11+00 11 +5u WALL SECTION2 ' I 530 530 PRO OSED PRO OSED GRADE PARj N 525 _ _ 525 (95 %ICOMP CTION I 520 — _ f 520 i i � H IGHT 16' 515 1 515 1 a � f 5 510 10 I � 1 1 j 505 ! 505 EXISTING 9RADE 500 500 1 1 _ j 495 495 -` ( \ / NOT 1. AXIM M LAY ACK A THIS 490 ECTIO =16.0' 490 i — 485 485 1 482 482 i In C7 N r � C6 04 N N to L 10+00 10 +50 11 +00 ll +5u ll +f5 WALL SECTION 5 PRO OSED 540 ' ` TH TER 540 ROPOS ED GPj DE C 535 -- - -- _ 535 FI (9516 COM CTIO) — 530 / 530 1 PRO OSED WALL / J HEIG T =1 525 4' 525 ! 520 520 515 515 510 EXISTING iRADE / 510 J 505 505 _— - -..... -- --L - - -- -- -- -- 500 500 Jf oTE: 495 / 1. MAXIMUM LAYBACKADJACENT 495 SE' TION=34.89 492 492 J J cOp C�OV W W Ui w Lo Ln U. 10+00 10 +50 11+00 11 +50 11 +75 WALL SECTION 3 NOTE: 1. CONTRACTOR SHALL SELECT WALL FROM EITHER REDI -ROCK, SEGMENTAL, OR VERSA -LOK WALL SYSTEMS. SEE WALL DETAILS SHEET FOR FURTHER INFORMATION. 2. HANDRAILS SHALL BE INSTALLED ALONG THE TOP OF THE PERIMETER RETAINING WALLS. 3. CONTRACTOR SHALL EXTEND WALL BELOW GRADE A MINIMUM OF 8". WALL SYSTEM FOUNDATION SHALL EXTEND A MINIMUM OF 18" BELOW THE GROUND SURFACE. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 irich = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 530 525 F EXISTING GR/ DIE-i I A wil 525 5 im��= E��Mmfl 515 171 510 1 1 1 1 1 1 1 510 505 1 1 1 P l j { 505 06 uuf� 495 11. mAxiM- UMILAYBAtK ADIJACENT 1 495 - T RESID N'TiAL UIL ING =1 2. S RM PI E UN ER WALL MUS 492 BE RCP E IV F IPE 492 W)� M ���, WW T-s N49'N w L u') u7 Lo � LL. 10+00 10 +5010 +70 11+00 WALL SECTION 6 T 0 RV18 A '(F 1 r` j t go r I x F+94 711 } , r 3 I 1 D W Lli z � z z M ( w U �I . ♦ Q iI v _� z a 7 0 h � � 10+00 10 +50 11 +00 ll +5u ll +f5 WALL SECTION 5 PRO OSED 540 ' ` TH TER 540 ROPOS ED GPj DE C 535 -- - -- _ 535 FI (9516 COM CTIO) — 530 / 530 1 PRO OSED WALL / J HEIG T =1 525 4' 525 ! 520 520 515 515 510 EXISTING iRADE / 510 J 505 505 _— - -..... -- --L - - -- -- -- -- 500 500 Jf oTE: 495 / 1. MAXIMUM LAYBACKADJACENT 495 SE' TION=34.89 492 492 J J cOp C�OV W W Ui w Lo Ln U. 10+00 10 +50 11+00 11 +50 11 +75 WALL SECTION 3 NOTE: 1. CONTRACTOR SHALL SELECT WALL FROM EITHER REDI -ROCK, SEGMENTAL, OR VERSA -LOK WALL SYSTEMS. SEE WALL DETAILS SHEET FOR FURTHER INFORMATION. 2. HANDRAILS SHALL BE INSTALLED ALONG THE TOP OF THE PERIMETER RETAINING WALLS. 3. CONTRACTOR SHALL EXTEND WALL BELOW GRADE A MINIMUM OF 8". WALL SYSTEM FOUNDATION SHALL EXTEND A MINIMUM OF 18" BELOW THE GROUND SURFACE. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 irich = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 530 525 F EXISTING GR/ DIE-i I A wil 525 5 im��= E��Mmfl 515 171 510 1 1 1 1 1 1 1 510 505 1 1 1 P l j { 505 06 uuf� 495 11. mAxiM- UMILAYBAtK ADIJACENT 1 495 - T RESID N'TiAL UIL ING =1 2. S RM PI E UN ER WALL MUS 492 BE RCP E IV F IPE 492 W)� M ���, WW T-s N49'N w L u') u7 Lo � LL. 10+00 10 +5010 +70 11+00 WALL SECTION 6 T 0 RV18 A '(F 1 r` j t go r I x F+94 711 } , r 3 I 1 D W Lli z � z z M ( w U �I . ♦ Q iI v _� z a 7 0 h � � 10+00 10 +50 11+00 11 +50 11 +75 WALL SECTION 3 NOTE: 1. CONTRACTOR SHALL SELECT WALL FROM EITHER REDI -ROCK, SEGMENTAL, OR VERSA -LOK WALL SYSTEMS. SEE WALL DETAILS SHEET FOR FURTHER INFORMATION. 2. HANDRAILS SHALL BE INSTALLED ALONG THE TOP OF THE PERIMETER RETAINING WALLS. 3. CONTRACTOR SHALL EXTEND WALL BELOW GRADE A MINIMUM OF 8". WALL SYSTEM FOUNDATION SHALL EXTEND A MINIMUM OF 18" BELOW THE GROUND SURFACE. VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 irich = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 530 525 F EXISTING GR/ DIE-i I A wil 525 5 im��= E��Mmfl 515 171 510 1 1 1 1 1 1 1 510 505 1 1 1 P l j { 505 06 uuf� 495 11. mAxiM- UMILAYBAtK ADIJACENT 1 495 - T RESID N'TiAL UIL ING =1 2. S RM PI E UN ER WALL MUS 492 BE RCP E IV F IPE 492 W)� M ���, WW T-s N49'N w L u') u7 Lo � LL. 10+00 10 +5010 +70 11+00 WALL SECTION 6 T 0 RV18 A '(F 1 r` j t go r I x F+94 711 } , r 3 I 1 9 i 1 i► 5y � \ � � Fd 10 +00 10 +50 11+00 11 +25 WALL SECTION 7 10+00 10 +50 11 +00 11 +25 WALL SECTION 8 0 p L9 D W Lli z � z z M ( w U �I . ♦ Q iI v _� z a 7 9 i 1 i► 5y � \ � � Fd 10 +00 10 +50 11+00 11 +25 WALL SECTION 7 10+00 10 +50 11 +00 11 +25 WALL SECTION 8 0 p L9 O W Lli z M z z M ( w U N Q _� z a 7 ' O W Lli z V / z z o W N Q _� N w°' a 7 0 h � � Za Lu� z� wU ul W H J O F-- Q ce W F- Q TW i F-- H O X v C) U) z L a a O� P.4 L 0 0 3 W� U J0 L B al L 0 a a c a c� z a ►� W W Lli z V / z z w a c wa Q'u w r a a s a C w L O � E N = c CL z JOB NO. 102036 SCALE ` AS SHOWN s z SHEET NO. 17 ` F JOB NO. 102036 SCALE ` AS SHOWN s z SHEET NO. 17 ` F a� •A p j - * . - _v' - - _ _ 200- - - - 200 240.55 1-111'_ TABLE 3.31.8 EROSION 8c SEDIMENT CONTROL EROSION CONTROL NOTES - DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL WSPEC770V. MEASURES: SEDIMENT- -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT - TRAPPING FACILITY SUCH 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND ES -1: UNLESS 0774ERWSE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION EXISTING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND CULVERT NTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING: THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA DROP INLET & STRUCTURE NO. 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULA770NS REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE. 3.01 SAFETY FENCE.• REGULA T70NS. CURB A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE, ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE FIRST S7E7P IN CLEARING. TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE CURB & GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES Wy /CH CAN BE CONSIDERED COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WIN A UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY 7HE PUBLIC. THE FINAL INSPECTION. PROPOSED PAVEMENT STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED 3.02 CONSTRUC77ON ENTRANCE-• TO OR AS THE FIRST STEP IN CLEARING. EC -3A DITCH A STABILIZED PAVED CONSTRUCTION ENTRANCE W7H A WASH RACK LOCATED AT POINTS OF ES -4 :A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF BE MAINTAINED ON THE SITE AT ALL TIMES DEPTH OF EC -3A DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY M07OR VEHICLES OR RUNOFF. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN TO 7HE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED T0, OFF -SITE' SILT FENCE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS a INLET PRO]E�C77ON 3.07 EC -2 DITCH •-- RAM � BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL j.Oj CONS77?UC7101v ROAD STABILIZA7I0N SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND DEPTH OF EC -2 DITCH THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDII4901V ROADS, PARKING AREAS, AND APPROVAL BY THE PLAN APPROVING AUTHORITY. LOW -70- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN OTHER SITE VEHICLE TRANSPORTATION ROUTES WTH STONE IMMEDIATELY AFTER GRADING. TO ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EARTH DITCH REDUCE EROSION OF 7EMP0RARY ROADBEDS BY CONS7RUC770N TRAFFIC DURING WET WEATHER EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND ACCORDANCE WIN 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). AND TO REDUCE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. DRIVEWAY CULVERT 774E TIME OF INITIAL GRADING AND FINAL STABILIZATION. USE WHEREVER STONE -BASE ROADS ES-7-ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL 9. OR PARKING AREAS ARE CONSTRUUCTEO, WHETHER PERMANENT OR TEMPORARY. FOR USE BY MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING BENCH MARK CONSTRUCTION TRAFFIC. SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WLDLIFE "� r CARREET Tkt1NN RRUORINC ES -8 :DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN CLEARING LIMITS 3.05 L� T FENCE.• A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED APPROVED WATER FILTERING DEVICE. TEMPORARY SEEDING: ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES VDOT STANDARD STOP SIGN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT 70 FINAL GRADE FOR A PERIOD OF ORDER TO PREY NT SEDIMENT FROM LEAPING THE SITE, AND TO DECREASE THE VELOCITY OF ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS EXISTING CONTOUR SHEET FLOWS AND LOW -TO- MODERATE LEVEL CHANNEL FLOW'S THE SILT FENCE BARRIERS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. SHALL BE INSTALLED DOWN SLOPE OF AREAS W7H MINIMAL GRADES 70 FILTER SEDIMENT DUST CONTROL: PROPOSED CONTOUR LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTHIN 7 DAYS OF COMPLETION PER CONSTRUCTION ACTIVITIES. AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & 70 PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE PROPOSED SPOT ELEVATION I SEDIMENT CONTROL HANDBOOK (VESCH). EROSION CONTROL NOTES TBC DENOTES TOP/BACK OF CURB 3,09 TEMPORARY DIVERSION DIKE DUST CONTROL MEASURES SHALL BE EMPLOYED 710 PREVENT SURFACE AND AIR MOVEMENT OF TUB DENOTES TOP OF BOX A 7EEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR 70 THE YJJEORARY DIVERSION DIKE- A PERMANENT, EROSION- RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH PRE CONSTRUCTION CONFERENCE ONE WEEK PRIOR 70 774E COMMENCEMENT OF LANG TABLE 3.31.8 D/S7URBE0 AREA. 70 DIVERT STORM RUNOFF FROM UPSYOPE DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT WEATHERED FROM GREENSTONE, THIS SOIL HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF PONDING OR - DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL WSPEC770V. VIRGINIA EROSION & SEDIMENT CONTROL SEDIMENT- -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT - TRAPPING FACILITY SUCH 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND aW EROSION CONTROL HANDBOOK SP aRCA770N NUMBER AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWATER RUNOFF MUST BE FENCING AND AlfMORINC MAINTAINED ACCORDING 70 MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA * TEMPORARILY DIVERTED TO PR07ECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON WEATHERED FROM HORNBLENDE GNEISS, THIS SOIL HAS CONVEX DOWN EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR < ' - S17E DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULA770NS STRAW BAIL BARRIER 3.04 a MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS Sept 1 -Feb. 15 50/50 Mixol Annual bf of s c' , � RABUN CLAY LOAM -2X TO 7X SLOPES SOIL IS WELL DRAINED, WTH THE FIRST S7E7P IN CLEARING. aw i.. If- I J,13 TEMPORARY SEDIMENT 7RAP. 4. A COPY OF 7HE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE DD DV TEMPORARY DIVERSION DIKE 3.09 III, A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WIN A 4 . I MAINTAINED ON THE SITE AT ALL TIMES (f STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG 5 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ST TEMPORARY SEDIMENT TRAP 3.13 ENOUGH TO ALLOW 7HE MAJORITY OF THE SEDIMENT TO SETTLE OUT USE BELOW DISTURBED Feb. 16 -.AV. 30 Anwal Ryagcass 60-100 ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-97F BORROW OR WASTE cu AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE "o ON AREAS), 7HE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN & SEDIMENT BASIN 3.14 SEDIMENT TRAP WILL BE USED NO LONGER 7HAN 18 MONTHS, AND IT MAY BE CONS7RUCTED EITHER INDEPENDENTLY OR IN CON, UNCTIONN WIN A TEMPORARY DIVERSION DIKE. 6. TO 7HE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION `°"" •'"' .r `°°•. UDORTHENTS, LOAMY -2X TO 25X SLOPES. SOIL FROM RESIDUUM SILT FENCE CON7ROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA 1701V AS a INLET PRO]E�C77ON 3.07 3.14 �PORARY SEDIMENT BASIN: •-- RAM � DETERMINED BY THE PLAN APPROVING AUTHORITY. AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL A TEMPORARY BARRIER OR DAM WTH A CONTROLLED STORMWATER RELEASE STRUCTURE Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. LOW -70- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S17E DEVELOPMENT UNTIL SF SILT FENCE 3.05 TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND `DRY" STORAGE yam; . -1,44 FINAL STABILIZATION IS ACHIEVED, ACCORDANCE WIN 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). LONG ENOUGH FOR THE MAJORITY OF 7HE SEDIMENT TO SETTLE OUT APPLIES BELOW 8. DURING DEWATER/NG OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED CE 4) CONSTRUCTION ENTRANCE 3.02 DISTURBED AREAS WHERE THE 70TAL CONTRIBUTING DRAINAGE AREA IS EQUAL TO OR GREATER THAN THREE ACRES. THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE 9. FILTERING DEVICE THE CONTRACTOR SHAM INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND r TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. L.. .» AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WLDLIFE "� r CARREET Tkt1NN RRUORINC TREAT THE RUNOFF. SEE SWM PLAN FOR DETAILS CLEANUP 70 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL CD ' CHECK DAM 3.20 3 18 OUTLET PROTEC710N_ TEMPORARY SEEDING: BE MADE IMMEDIATELY. THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH STRUCTURALLY LINED APRONS OR 07HER ACCEPTABLE ENERGY DISSIPA77NG DEVICES PLACED 10. ALL FILL MATERIAL 70 BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT 70 FINAL GRADE FOR A PERIOD OF AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS TO PREVENT SCOUR AT 11. ALL WASTE MATERIALS SHALL BE TAKEN 70 AN APPROVED WASTE AREA. EARTH FILL O TEMPORARY FILL DIVERSION 3.10 IF, STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE 174 E P07EN77AL FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. STUM AND SHALL BE INERT MATERIALS ONLY, FREE OF R007;� PS, Wn00, RUBBISH, OTHER DEBRIS DUST CONTROL: STORMWATER FLOWS APPLICABLE To THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTHIN 7 DAYS OF COMPLETION PER CONSTRUCTION ACTIVITIES. SECTIONS. 70 PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE ZONING ORDINANCE SECTION 5.1.28. DV - ----�- DIVERSION 3 12 STABILIZED. RUNOFF SHALL BYPASS THE UNDERGROUND DETENTION AND OUTFALL INTO SEDIMENT BASIN 2. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE MIH SECTION 13 -301 DUST CONTROL MEASURES SHALL BE EMPLOYED 710 PREVENT SURFACE AND AIR MOVEMENT OF J 19 RFPRAP: DUST DURING CONSTRUCTION, MEASURES EMPLOYED SHALL BE IN ACCORDANCE WNTH THE VESCH. OF 174E CODE OF ALBEMARLE. YJJEORARY DIVERSION DIKE- A PERMANENT, EROSION- RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT a PS PERMANENT SEEDING 3.32 FILTER FABRIC OR GRANULAR UNDERLINING. TO PROTECT THE SOIL FROM THE EROSIVE WHICH DIVER7S OFF -97E RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, SHALL BE LIMITED TO THE HOURS OF 7.• 00 AM TO 9: 00 PM. OR 70 DIVERT SEDIMENT- -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE 15. BORROW, FILL OR WASTE AC77WTY SHALL BE CONDUCTED IN A SAFE MANNER THAT TEMPORARY SEDIMENT TRAP, • ENHANCING THE POTENTIAL FOR INFILTRATION, AND TO STABILIZE SLOPES WITH SEEPAGE A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WIN A STONE MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONSy TO TO TOPSO/L/NG 3.30 8 PROBLEMS, AND /OR NON- COHESIVE SOILS USE WHEREVER SOIL AND WATER INTERFACE AND AREAS FOR ENOUGH TIME TO ALLOW MOST TO THE SUSPENDED SOLIDS 70 SETTLE OUT. MAXIMUM PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY EFFECTIVE UFE' IS 18 MONTHS THE SOIL CONDITIONS; WATER 7ZIRBULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., TEEMPORARY SEDIMENT BASIN• PUBLIC STREET BECAUSE OF SLIDES, SINKING OR COLLAPSE. A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR 8 CULVERT INLET PROTECTION 3.08 3.31 TEMPORARY SEEDING: ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT IT CAN BE CONVERT 70 PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY 7HIS PLAN REGARDLESS OF THE SALE OF CONSTRUCTED ONLY WHERE ]HERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. DC OC DUST CONTROL 339 O WTH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTATION BY STABIU21NG DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL 17. TEMPORARY STABIUZ4 77ON SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LOS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO THE INSTALLATION OF R/PRAP CHANNEL SECTIONS AND /OR S77LLING BASINS BELOW STORM DRAIN GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDMMENT AND OUTLETS TO REDUCE EROSION AND UNDER -CUnNG FROM SCOURING AT OUTLETS AND RD REDUCE CONSIST A 50150 MIX OF ANNUAL RYGRASS AND CEREAL WINTER RYE, OR IN MARCH FLOW VELOCITIES BEFORE S771RMWAM? ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS% AND 70 PROVIDE PROTECTION TO BARE SOILS SAFETY FENCE AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF aI-"T-1 TEMPORARY SLOPE DRAIN 3.15 EXPOSED DURING CONS7RUCTION UNTIL PERMANENT VEGETATION OR 07HER EROSION CONTROL MEASURE. GERMAN MILLET STRAW MULCH IS 70 BE APPLIED AT 80LBS1100SF: ALIERNA71VES ARE PERMANENT STABILIZAT70N MEASURES CAN BE ESTABLISHED. PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS SUBJECT 70 APPROVAL BY THE EROSION CONTROL INSPECTOR. PER THE PERMANENT STABIUZA77ON OF THIS EROSION & SEDIMENT AC7UAL NEED ALONG WITH SUGGESTED APPLICA77ON RATE'S. 18. PERMANENT STABILIZA RON SHALL BE UME AND FERTIL /ZE R, PERMANENT SEEDING, AND SA SAFETY FENCE 3.01 ,�„ 2 PERMANENT STABIUZA nav: THE ESTABLISHMENT M PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SITE WLL BE LIMED, FER71LIZED, AND SEEDED AS PER CURRENT VDOT MULCH. AGRICULTURAL GRADE LIMES701VE SHALL BE APPLIED AT 9OLBS/1000SF, INCORPORATED IN70 THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; SEED. TO REDUCE EROSION AND DECREASE SEDIMENT WELD FROM DISTURBED AREAS. TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO TOPSOIL -- 2" DEPTH, LIME - 2 TONS /ACRE, 1000LBSIACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING 8 11- � 7E7MPORARY RIGHT- OF-WAY 3.11 S17E CONDITIONS, AND ALLOWS SELEC710N OF THE MOST APPROPRIATE PLANT MATERIALS 70 SEED - ERNST 5311 CONSERVA77ON SEED MIX - ERNMX -114 (45 SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS DIVERSION IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF EFFECTIVE ON SANDY SOILS 77-IIS PRAC77CE OFTEN CAUSES UNDUE COMPACT70N 3Z5 LBS ACRE PARK KENTUCKY BLUEGRASS 15 KENTUCKY BLUEGRASS, / CONSTRUC7701V ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. LBS /ACRE ANNUAL RYEGRASS & 15 LBS. /ACRE PLEASURE PERENNIAL TO BE APPLIED AT 80L.BSII005F. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE AFTER 7HESE AREAS ARE STABILIZED, 774EY WILL BE MOWED AND SEED SHALL BE EVENLY APPLIED WI77-1 A BROADCAST SEEDER, DRILL, MAINTAINED ON A REGULAR BASIS. EROSION CON7ROL INSPECTOR. MAINTENANCE.• MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, MULCHING,• 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH ATTFN770N WILL BE GIVEN TO THE FOLLOWING 17EMS, • LEGUMES SHOULD BE PLANTED FROM IN CH TO j DEEP. 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO 174E SOIL SURFACE. 70 SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, S7D. & SPEC. CONTROL HANDBOOK. J. J5, EXCEPT THA T H?DROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 5OX OF THE MET STORAGE AREAS WHICH FAIL TO ESTABLISH VEGETA71VE COVER ADEQUATE TO PREVENT TABLE 3M-A RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDEN70ED. THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETATION BY INCIRE49NG FILTER FABRIC VOLUME IS FILLED WTH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN ENTRENCHED 6" UNDERMINING OR DETERIORA77ON OF THE FABRIC AND REPAIRED AS AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD. AREAS COMPACTED SOIL S MINIMUM NECESSARY 70 ACHIEVE- A GOOD STAND OF GRASS SILT FENCE AND DIVER51ON DYKES _Tj I11 D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE INA T A _=� - 1 =1 1 1=111 -111 =1 11- WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING -II 1 11 I I 1 III 1 III 11. 1 11=1 I 1 =1 -- I I 11=1 11 =! I. 11=i 11=1 I I -III =! 11 =T I I - =14 I- WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND 24» VAIN. -! I 1 _= =1 I I- I i_l I ... I =! I-1 i I-- I i=l 11 =1 I I I- ITT. -111 1 I UMM R$QUIBEMEN1.8 SEEDING. AREAS WHIH, CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED FM TEMPORARY SWI'I'ES USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH PLANTINGS OF 7RL� SHRUBS, 20. ALL TEMPORARY EEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE 70 BE REMOVED OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZATIOV BY WTHIN 30 DAYS OF FINAL SITE STABIUZA77M WHEN MEASURES ARE NO LONGER Recommended Application THEMSELVES, CAN BE USED IN C0NjJNC710N WITH TEMPORARY SEEOIND NEEDED, SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. 21. THE E &S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S CONTROLS AS PH of Agricultural UREA oae 338 TREE P-RESERVA77ON AND PRD1EC770N: NECESSARY IN THE FIELD AS SITE CONDITIONS CHANGE. IN ADDITION, NO SEDIMENT PROTECTION OF DESIRABLE TREE'S FROM MECHANICAL OR OTHER INJURY DURING LAND BASIN OR TRAP CAN BE REMOVED WTHOUT WRITTEN AUIHORIZA7I0N. below 4.2 3 bons r acre DISTURBING AND CONSTRUCTION ACTIVITY. 70 ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED SOIL DESCRIPTION 4.2 to 5.2 2 ton per acre PR07EC7101V, LANDSCAPE BEAUTIFICATION, DUST AND PODU7701V CONTROL., NOSE REDUCTION, SHADE AND 07HER ENVIRONMENTAL BEIVEF77S WHILE THE LAND IS BEING CONVERTED FROM MYErRS14LLE SILT LOAM, 2X TO 7X SLOPES SOIL IS WELL DRAINED, WIN 52 to 6 1 ton per acre FOREST TO URBAN -TYPE USES APPLIES IN TREE - INHABITED AREAS SUBJECT TO LAND MORE THAN 80 IN. OEPIH TO THE WATER TABLE. MADE FROM RESIDUUM DISTURBING ACTIVI TIES WEA7HERED FROM GREENSTONE, THIS SOIL HAS CONVEX DOWN AND 3.39 DUST CONTROL 588 ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF PONDING OR Soucy, V . WC REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND D /S7URB /NCB. DEMOIJ77ON AND FLOODING AND A VERY LOW KSAT. CONSTRUCTION ACTIVITIES 70 PREVENT SURFACE AND AIR MOVEMENT OF OUST FROM MYERSWLL.E SILT LOAM, 7X TO 15X SLOPES. SOIL IS WELL DRAINED, W7H EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY MORE THAN 80 IN. DEPTH TO THE WATER TABLE. MADE FROM RESIDUUM 70AfF7C SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE TABLE 3.31.8 PRESENT HEAL 174 HAZARDS, DUST CONTROL MEASURES SHALL BE EMPLOYED 1tD PREVENT SURFACE AND AIR MOVEMENT OF WEATHERED FROM GREENSTONE, THIS SOIL HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF PONDING OR ACXXP 'ABLE TRM. MRARY SUMM PLMT MATERIALS DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WTH THE 58C FLOODING AND A VERY LOW KSAT. „�� � �� ALL RaGIO�iS' VESCH. - 2X TO 7X SLOPES SOIL IS WELL DRAINED WITH 12 ORANGE SILT LOAM, , THE SITE HAS AN EXISTING HIGH POINT THAT EXISTS ON AN SOIL STOCKPILE THAT D /LADES THE S17E DRAINAGE FENCING AND AlfMORINC TO 36 IN. DEPTH TO THE WATER TABLE. MADE FROM RESIDUUM Rage TOWARDS AND EXISTING SEDIMENT BASIN ON THE SOUTHWESTERN BOUNDARY OF 774E SHE THE VEGETATION WEATHERED FROM HORNBLENDE GNEISS, THIS SOIL HAS CONVEX DOWN PkWduLa w 1 < ' - 638 AND ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL / r,,- ! PONDING OR FLOODING AND A VERY LOW KSAT 107H MODERATE WATER DRIVE, TO 774E NORTH BY RESIDENTIAL PROPERTIES, AND TO THE SOUTH BY KOHL'S SHOPPING CENTER. DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS CAPACITY. Sept 1 -Feb. 15 50/50 Mixol Annual bf of s c' , � RABUN CLAY LOAM -2X TO 7X SLOPES SOIL IS WELL DRAINED, WTH DISTURBANCE AS SHOWN. 77 CAL AREAS' aw i.. If- I MORE THAN 80 INCHES TO 774E WA TER TABLE. MADE FROM RESIDUUM st so . IOD � '"� . WEATHERED FROM GREENSTONE, THIS SOIL HAS CONVEX DOWN AND I Cereal (Winter) RY`� 4 . I 718 - ACROSS -SLOPE SHAPE. NO FREQUENCY OF PONDING OR FLOODING, (f 0= nwm= j MODERATE WATER CAPACITY, AND MODERATELY HIGH TO HIGH KSAT. 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE - CONSTRUCTION MEETING AS REQUIRED. ` RABUN CLAY -7X TO 15X SLOPES, SOIL IS WELL DRAINED, MODERATELY Feb. 16 -.AV. 30 Anwal Ryagcass 60-100 .. r HIGH TO HIGH KSAT, MORE THAN 80 INCHES TO THE WA TER TABLE, NO J. INSTALL THE PAVED CONSTRUCTION ENTRANCE WTH WASH AREA AS SHOWN ON THE PLANS. CONSTRUCTION "o ON FREQUENCY OF PONDING OR FLOODING, MODERATE WATER CAPACITY, MADE IN177AL GRADING AND FINAL STABILIZATION. CONS77?UC77ON ROAD STABILIZATION WILL BE APPLIED No 72C3 -FROM RESIDUUM WEA THERED FROM GREENSTONE. May . Avg 31 Cie 5d `°"" •'"' .r `°°•. UDORTHENTS, LOAMY -2X TO 25X SLOPES. SOIL FROM RESIDUUM SILT FENCE SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WEATHERED FROM GRANITE AND GNEISS, WTH MORE THAN 80 INCHES TO SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE PARKING AND •-- RAM � 774E WA TER TABLE„ NO FLOODING OR PONDING, AND CONVEX DOWN AND AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL CORRECT AIETNODS OF TREE FENCtNG ACROSS -SLOPE SHAPE. Source: Va. Dswc STORMWATER RUN -OFF CONS/DERA 71074%• LOW -70- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN ` '�I -4 '�`'`' CONSTRUCTION OF THIS PROJECT WLL HAVE AN EFFECT ON PEAK RUN -OFF RATES 4. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL SHEET. THIS yam; . -1,44 DUE TO AN INCREASE IN QUANTITY AND VELOCITY OF THE RUN -OFT= IN PHASES I & ACCORDANCE WIN 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). l 1 1l OF THE E &S PLAN THE IMPERVIOUS AREA IS NOT INCREASED, BUT THE GRADING FUNC7701VAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. . �`.: IS CHANGED. IN THE FINAL BUILD OUT OF PROPOSED CONSTRUCTION PHASES I & 11 ��� THE IMPERVIOUS AREA WILL BE INCREASED WTH PROPOSED ROADS AND TOWNHOMES. 6. ONCE ALL 774E EROSION CONTROL 17EMS HAVE BEEN INSTALLED AS SHOWY ON THE EROSION CONTROL PLAN L.. .» THE SEDIMENT BASIN WILL BE CONVERTED TO A SWIM FACILITY TO DETAIN AND AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WLDLIFE "� r CARREET Tkt1NN RRUORINC TREAT THE RUNOFF. SEE SWM PLAN FOR DETAILS DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE CONTROL MEASURES: o,rcnnCv. fiI.ww...v n1.a. xjwd, Ti llanvlrVS& ML/\.Z{LfiJ . THE PURPOSE OF THIS LAND DISTURBING AC77VITY IS TO MASS GRADE THE ROAD NETWORK AND LOT PADS IT IS ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, A SEDIMENT BASIN, A FOR CONS7RUC710N OF THE MOVIE THEATER AT HOLLYMEAD TOWIVCENTER, THE TOTAL AREA TO BE DISTURBED SEDIMENT TRAP, AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. WIN THIS PHASE OF DEVELOPMENT IS 11.68 ACRES TEMPORARY SEEDING WLL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES EXISUM SITE CONDIfflN TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WLL BE STRIPPED FROM THE SITE HAS AN EXISTING HIGH POINT THAT EXISTS ON AN SOIL STOCKPILE THAT D /LADES THE S17E DRAINAGE AREAS TO B F RE 1 ALL E ON E GRADED AND STORED OR LATER SPREADING STOCKPILE LOCATIONS SHALL 8 INTO TWO MAIN AREAS, TOWARDS AN EXISTING SEDIMENT BASIN ON THE WESTERN BORDER OF THE SITE, AND SITE AND SHALL BE STABILIZED WIN A TEMPORARY VEGETATIVE COVER. PERMANENT SEEDING WILL TOWARDS AND EXISTING SEDIMENT BASIN ON THE SOUTHWESTERN BOUNDARY OF 774E SHE THE VEGETATION BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION IS MOSTLY GRASS, STRAW, AND MUD. WOODED AREA EXISTS TO THE WEST OF THE PROPERTY. AC77VI TIES HAW CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED ADJACENT AREAS' AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL THIS 317E INCLUDES PARCELS OWNED BY ROUTE 29 LLC. THE S17E IS BORDERED TO THE NORTH TOWNCENTER DEPEND ON THE TIME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DRIVE, TO 774E NORTH BY RESIDENTIAL PROPERTIES, AND TO THE SOUTH BY KOHL'S SHOPPING CENTER. DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS QEM7E LAND DISTURBANCE., SHALL BE SEEDED WIN FAST GERMINATING VEGETATION IMMEDIATELY FOLLOWNG GRADING OF THOSE NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE IS TO OCCUR WITHIN THE LIMI7S OF AREAS SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED DISTURBANCE AS SHOWN. 77 CAL AREAS' CONSTRUCTION ENTRANCE. A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT 7HE POINT OF THERE ARE NO CRITICAL AREAS LOCATED WITHIN THE PROJECT LIMITS, HOWEVER CARE WILL BE TAKEN TO VEHICULAR INGRESS AND EGRESS ON A C0NS7RUC770N 97E: 70 REDUCE THE AMOUNT OF MUD AVOID ANY DISTURBANCE TO 7HE GREEN WAY AREA LOCATED TO THE WEST OF THE PROJECT. Sots TRANSPORTED ON70 PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WTH THIS CONS7RUC770N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE NARRATIVE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS ��(CE OF �ONSTRUC770N: Conrs7RUCnoN ROAD sTABIuzAnoN: 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE - CONSTRUCTION MEETING AS REQUIRED. 774E TEMPORARY STABILIZA7701V OF ACCESS ROADS, SUBDIVISION ROADa PARKING AREAS, AND 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE OTHER -SI 1 TATI GRADING. ON 1F VEHICLE 1RANSPOR ON ROUTES WTH 2fA SR�NE IMMEDIATELY AFTER GRAD APPROVAL FROM THE INSPECTOR ON THE PROJECT. TO REDUCE THE EROSION OF TEMPORARY ROADBEDS BY CONSTRUCTION TRAFFIC AND TO REDUCE J. INSTALL THE PAVED CONSTRUCTION ENTRANCE WTH WASH AREA AS SHOWN ON THE PLANS. CONSTRUCTION 774E EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN THE TIME OF ENTRANCE TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTE'S INTERSECT PAVED PUBLIC ROADS, IN177AL GRADING AND FINAL STABILIZATION. CONS77?UC77ON ROAD STABILIZATION WILL BE APPLIED PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO TO THE PARKING AND STAGING AREA (4" DEPTH) AND AT THE ENTRANCE OF THE PROJECT (8" THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL DEPTH). BE CLEANED 7HOR000HLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS 8Y SILT FENCE SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE PARKING AND A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS STAGING AREA WTH CONSTRUCTION ROAD STABILIZATION. CONS7RUC77ON ROAD STABILIZATION SHALL AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL CONSIST OF 4" OF 21A GRAVEL IN THE PARKING AREA, AND 8" OF 21A GRAVEL IN ANY PORTION OF THE AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONS 7RUCTION OPERATIONS IN ORDER TO CONSTRUCTION ENTRANCE WHICH IS UNPAVED. PARKING AND CONSTRUCTION ENTRANCE AREAS SHALL BE PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE THE VELOCITY OF SHEET FLOWS AND CLEARED OF ALL VEGETATION, ROOTS, OR 07HER OBJECTIONABLE MATERIALS BEFORE CONSTRUCTION ROAD LOW -70- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN STABILIZATION IS INSTALLED. SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS 4. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL SHEET. THIS INDICATED. 7HEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN INCLUDES SILT FENCE, DRAINAGE DITCH, AND TREE PROTECTION. MEASURES INTENDED TO TRAP SEDIMENT ACCORDANCE WIN 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). SHALL BE CONSIlRUC7ED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE PERMANENT STABILIZATION: FUNC7701VAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 5. IN ADDITION TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE IS INSTALLED, INSTALL ANY REMAINING EROSION CONTROL 17EMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY 6. ONCE ALL 774E EROSION CONTROL 17EMS HAVE BEEN INSTALLED AS SHOWY ON THE EROSION CONTROL PLAN STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO S17E CONDITIONS, AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WLDLIFE GRADING OPERATIONS. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS HABITAT. Tit ENHANCE NATURAL BEAUTY UPON GOMPLE77ON OF CONSTRUCTION AC77w77a ALL DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. 7 ROUGH GRADE THE SITE TO THE CONTOURS SHOWV ON THE PHASE /I EROSION CONTROL PLAN. INSTALL TEMPORARY SEEDING: DIVERSION DIKES, AND MODIFY 774E EXISTING SEDIMENTS BASINS AND RELATED SMUC7URES AS SHOWN ON THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH THE PHASE I & H EROSION CONTROL PLAN. INSTALL 774E WALLS AS SHOWN ON THE PHASE 9 EROSION AND APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTA7701V BY SEDIMENT CONTROL PLAN IN ACCORDANCE WITH WALL DETAILS PROVIDED. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT 70 FINAL GRADE FOR A PERIOD OF 8. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZA77ON OFF -SITE AREAS; AND 70 PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING C0NS7RUC77ON SHALL BE APPLIED W THIN SEVEN DAYS TO DENUDED AREAS 7HA T MA Y NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE 774AN ONE YEAR. DUST CONTROL: 9. INSTALL THE UTILITIES INCLUDING STORM SEWER AND ROUGH GRADE THE S 17E TO 774E CONTOURS ON THE REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND PHASE ll/ EROSION CONTROL PLAN. AFTER THE INSPECTOR HAS GIVEN PERMISSION, REMOVE SEDIMENT BASIN CONSTRUCTION ACTIVITIES. 1. RLTERRA INLETS SHALL BE BOARDED UP UNTIL THE S17E IS STABILIZED. APPLY INLET PR07EC7701V TO 70 PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE STORM SEWER, DO NOT DRILL THE HOLES TO THE UNDERGROUND DETENTION SYSTEM UNTIL THE S17E IS THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL IN HAZARDS, TRAFFIC SAFETY STABILIZED. RUNOFF SHALL BYPASS THE UNDERGROUND DETENTION AND OUTFALL INTO SEDIMENT BASIN 2. PROBLEMS OR HARM ANIMAL OR PLANT LIFE 10. ONCE THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE DUST CONTROL MEASURES SHALL BE EMPLOYED 710 PREVENT SURFACE AND AIR MOVEMENT OF THE EROSION CONTROL MEASURES. NO /7E7N SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE DUST DURING CONSTRUCTION, MEASURES EMPLOYED SHALL BE IN ACCORDANCE WNTH THE VESCH. STABILIZED AND 774E INSPECTOR GIVES PERMISSION. YJJEORARY DIVERSION DIKE- 11. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN 7HE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WIEN APPROVED BY 774E LOCAL PROGRAM ADMINISTRATOR IN A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA ACCORDANCE WIN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 774E F70ERRA INLETS AND WHICH DIVER7S OFF -97E RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, UNDERGROUND DETENTION WLL BE MADE AC77VE AT THIS TIME OR 70 DIVERT SEDIMENT- -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER EFFEC77W LIVE IS 18 MONTHS FINAL SI7F STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS TEMPORARY SEDIMENT TRAP, • OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. )RAPPED SEDIMENT AND THE DISTURBED A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WIN A STONE SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY OUTLET ACROSS A DRAINAGE SWAL& TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISIURBED STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA7ION. AREAS FOR ENOUGH TIME TO ALLOW MOST TO THE SUSPENDED SOLIDS 70 SETTLE OUT. MAXIMUM 13 IF THERE IS SIGNIFICANT DELAY BETWEEN 774E CONSTRUCTION OF THE PROPOSED DEVELOPED UN175y EFFECTIVE UFE' IS 18 MONTHS SEDIMENT BASIN 12 WILL BE CONVERTED TO A TYPE III RETENTION BASIN AND SERVE AS A TEMPORARY TEEMPORARY SEDIMENT BASIN• STORMWATER MANAGEMENT FACILITY UNTIL 774E FINAL STAGES OF CONSTRUCTION ARE COMPLETE. THE FINAL A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS SWIM PLAN AND MS -19 CALCULATIONS WILL BE PROVIDED W7H 774E MOVIE THEATER FINAL W°0 SUBMITTAL. FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. IT IS TEMPORARY SEEDING: USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT IT CAN BE TIME SHALL BE SEEDED W? 774 FAST GERMINA 77NG TEMPORARY VEGETA 77ON CONSTRUCTED ONLY WHERE ]HERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIX7URE WILL EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED DEPEND ON 774E TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THA T PROFESSIONAL. WILL NOT BE BROUGHT TO FINAL GRADE WTHIN 30 DAYS OUTLET PROTFC770N. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND S17E THE INSTALLATION OF R/PRAP CHANNEL SECTIONS AND /OR S77LLING BASINS BELOW STORM DRAIN COND177ONS FROM TABLES 3.31B AND 3.31C. N07E THAT TABLE 3.318 PRESENTS OUTLETS TO REDUCE EROSION AND UNDER -CUnNG FROM SCOURING AT OUTLETS AND RD REDUCE PLANTS WHICH CAN BE USED WITHOUT EX7E'NSIVE EVALUA77ON OF SITE FLOW VELOCITIES BEFORE S771RMWAM? ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS CONDITIONS; TABLE 3.31C PRESENTS MORE IN -DEPTH INFORMA77ON ON THE SAFETY FENCE PLANT MATERIALS A PR07EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO MEASURE. GERMINA TE AND GROW. SEEDBED PREPARA 77ON IS ESSENTIAL. PERMANENT STABILIZAT70N AN EVALUA77ON SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE 774E PER THE PERMANENT STABIUZA77ON OF THIS EROSION & SEDIMENT AC7UAL NEED ALONG WITH SUGGESTED APPLICA77ON RATE'S. CONTROL NARRATT VE. AFTER CONS7RUC770N IS COMPLETED, ALL DISTURBED AREAS OF 774E FER77LIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10 -20 -10 (14 LBS /1, 000 SITE WLL BE LIMED, FER71LIZED, AND SEEDED AS PER CURRENT VDOT SO. FT.) OR EQUIVALENT NUTRIENTS: LIME AND FERTILIZER SHALL BE STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; INCORPORATED INTO 774E TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. TOPSOIL -- 2" DEPTH, LIME - 2 TONS /ACRE, IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER FER7ILIZER - 600 LBS /ACRE OF 15 -30 -15 ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR SEED - ERNST 5311 CONSERVA77ON SEED MIX - ERNMX -114 (45 HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR LBS /ACRE PENNLAWIV CREEPING RED FESCUE, JZ5 LBS /ACRE ARGILS 07HER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS 77-IIS PRAC77CE OFTEN CAUSES UNDUE COMPACT70N 3Z5 LBS ACRE PARK KENTUCKY BLUEGRASS 15 KENTUCKY BLUEGRASS, / OF 7HE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID LBS /ACRE ANNUAL RYEGRASS & 15 LBS. /ACRE PLEASURE PERENNIAL PLANT GROWTH AS EFFEC77VELY AS OTHER METHODS OF SURFACE ROUGHENING. AFTER 7HESE AREAS ARE STABILIZED, 774EY WILL BE MOWED AND SEED SHALL BE EVENLY APPLIED WI77-1 A BROADCAST SEEDER, DRILL, MAINTAINED ON A REGULAR BASIS. CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MAINTENANCE.• MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE SHOULD BE PLANTED NO MORE THAN # INCH DEEP. OTHER GRASSES AND CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTFN770N WILL BE GIVEN TO THE FOLLOWING 17EMS, • LEGUMES SHOULD BE PLANTED FROM IN CH TO j DEEP. A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, S7D. & SPEC. CONTROL HANDBOOK. J. J5, EXCEPT THA T H?DROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED B. ALL GRAVEL OU7LETS WILL BE CHECKED REGULARLY FOR ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS SEDIMENT BUILDUP 7HAT WILL PREVENT PROPER DRAINAGE. IF THE AREAS WHICH FAIL TO ESTABLISH VEGETA71VE COVER ADEQUATE TO PREVENT GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDEN70ED. CLEANED, OR IT WLL BE REPLACED. FILTER FABRIC C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR ENTRENCHED 6" UNDERMINING OR DETERIORA77ON OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT COMPACTED SOIL S MINIMUM DEPOS177ON REACHED HALF WAY TO THE TOP OF THE BARRIER. _Tj I11 D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE INA T A _=� - 1 =1 1 1=111 -111 =1 11- GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND -II 1 11 I I 1 III 1 III 11. 1 11=1 I 1 =1 -- I I 11=1 11 =! I. 11=i 11=1 I I -III =! 11 =T I I - =14 I- RESEEDED AS NEEDED. 24» VAIN. -! I 1 _= =1 I I- I i_l I ... I =! I-1 i I-- I i=l 11 =1 I I I- ITT. -111 1 I N TEMPORARY DIVERSION DIKE 0�� SCOl; R. COLLINSZ No. 35791 �•, 1 "IL5Go w4* 10NAL EOA�; rJ G z x O co U) ad 45 N W W o°U) O V1 W H P" W cd L9 Z It W W Z Lu Z W ul Z J J 0 U O M r I .I M M 0 N N w w 0 C4 U r w C/1 w w C4 C/1 W C14 C4 I 0 N If w cz a GC W H Z W U Z 3: O H D a W J J 0 Z H Q DC w F- Q w z W O W a. Q U Cn W Iii- Q W DC (7 J Fri F_ W c o_c O6 a W a P.4 c F_ c .c V c c Z J 0, a c F" 3 3 Z .0 0q a V z E'- c `c z, a uj a c r G -c F-1 W 66 Za LL 0 H .6 + 4 0 V � c LAC w u c < c 9 > a a i a . C , r a W z _ < th z JOB NO. a 102036 t SCALE < z N/A 11 ,I < SHEET NO. 18 j ` 1 s Jr- , I - - - �, �, - �/ ,/ / v__ 1 " .. ...... - - \ \ � , \. , \ \ �� 11 . . - " v I - -I \ 1\ � \ / ,- �__ / �.__ - / / / , // , v -, " ,., I . , / V_ . I / " I x , k % �. . I " I \ ,III - __ ___ "/, - - _'� � ,e \ /x_ , " , . V-1/ // / I ) .1 V_ II4- \ . \\\ \ \,, . - \- ,­ �� - LEGEND � \ ; - __� , , , TP , LEGEND , I / / I I I \ \ * , I \ \ \ � _;� I / - /j, 1, I / / // .,--. __ V-"---,' 12 � ___'_1 /I - . I � I i I I , I - zz LIMITS OF LAND DISTURBANCE SF SILT FENCE PER VESCH 3.05 , I ----. ,� , I . , I " --.-.,- / _. __ ____ \ . --z 1, 1, � I", \ , " V_ " - ,/ , -1 - V--,- -- - / r( \ 1� ­��_ , .3 , , I // _', , ­ 8 / .� __ - . , , , \ \ It / .1-1 V_ , / . \, ____ \, \ \ I " / I i ! ��, / I --- " " I I - , "I,/ , 7 �1, v - � - V_ L_ -_ , __ , I — I -_ / / . I I I � ) I , " , 1-1 I—, - , �. /'0I /", V, " -, .,� I � / I ­ , -_ \ � . � \1 "I I \ , 1, I / /� ,/ 1. �"` I " - / , .- � 4 14 *- DIVERSION DIKE \ \ \ \, \ \ i I 'I, -­." � 1. I /I � , '. I --- ,-,Z-,\ _ \ \ I \, \ 11 I I--- , I / V_ , �/ I - __ , , 11 / �_ ___� - .1 I , I 11 I \ DIVERSION DIKE PER VESCH 3.09 , /I , v )v_ / / I . \ , '. , - / 1-1---, I - __", '/ " 11 "", I __1' , _,� \ , DD '� \ / _,_� . ,,-) //' _�_ A , , , / �§p - 01 , - ✓ r_z __ ,�� I .1 I . I - , , , I", __ , � / , - - .... , . v \ �\� �IIIIIIIIIIIIIIIIIIIII�� BOUNDARY LINE -_ - I / "� - 11 I \ I / I- , " , / �4- -- _- ,--,- 1Z . V_ �_ ,/ - . x SCO R. COLL] \ \ ,,,� S! \ I- / �, //// , . \ \ � , t 11 � � � ., " '1­1, / / . _, - � , _'9V - I ,� /' I / - \ ,___ / ,� / , ,� , / z I _---- , SILT FENCE , . , I I ,_1 / : "I - _,­. , /' -- I . I \ , \ _" , \ \ " / I 1___1' , 11� " / , � "I �/ 11 _/ �, �,. � ".� / �\ z , I I I -1 __�� . — ST SEDIMENT TRAP PER VESCH 3.16 , � I _,_,� _�, - ,.,/ v , -_ , / �� // I , _ ­_­ .� I " . � , I / I ­ - - I \ \�� � I - , / -1 // I . " . � � , -94 / , , �'. r-) No. 35791 11�- \ ) \ _�, �_, ,,� ----,,, / , - I 11 / I �- --­� .1 1, v z �_ 1z I/ I " - / ­ I ­ __ � I \ 0 E3 TREE PROTECTION 0 - , , , - - " %� � � , , \ - ,,�-,­ ,--- I/ I / X, '�, , I I., I,,", V I /// / / ,,-- _ I 11 I I-, V_ -_ .--- ­ - . � \\ DIRECTION OF FLOW CIE CONSTRUCTION ENTRANCE PER VESCH 3.02 ! I ') �� • � \ I I� / I / I Z I � __ / / V ___ " \ \ =-. � � ) "-' " I ,-----,I - ... . 1 _:��_7­/" / ' , / I- ) I 1 V6 t (>11,5,11 a I � � ,� / " V�l " --/ V_ " -I,-- , �- I I \ I I '1� / ",', / �/ - - / / IsTuRgMet 1, : __� — -_ - --- / . 11 "I ­ -1 1\ 1, ,� " � � - , \ \ � '. \ _/ 1___1' , " "', ,� / / V/1 �. - , x _/::�_,:� - � -, \ \ , — 65375-- PROPOSED CONTOUR . I--,' \ . I-, i I'M"- I - __ . __ IN \ \ , I , I , / I - 11 / " ,,,�,, I , ,.,/ w__ I I / " ,� ___ ,---.- ------ --/ ---- -, �\ 1=11 I I 11IM1111 DRAINAGE DIVIDE � I I I-, - I .- " �Ie , - i / vj" " �, - " �­ I—_ .- TP TREE PROTECTION & PRESERVATION PER � i � � . � `\\ I--,-- I , - / 1^ / / � .69 ACRES I/ -­­ --,/ , / \ ,` . \ ,\� � VESCH 3.38 lzCs i � 11 - - , / ,,� , , I , / I, / � , " , i , 1 __ _­ ______ / I r .1 N - k \ � I 11 -,-- / I , ,__/� / - --/, i , / ZV_ �7/ 7� � , / ) - ­ , 1\ � \1 8 �10XAL \, I, / - " " 11 / / 11 - i / I . I / 1_� .---- - --- I __­ �-'\ \ I V_ ,,,,.. X/ I \ I / ,� "/ / / I __-EX45T1Nfflb1VEk§6N/ \ , \ � I I I I I ,-----' .110' -,-- 11 / / , � / 1 7 1 "_,�__ .-.--- \ , I i 1 � , 1, \ 11 I­ I/ // �,,� / / I ... `, _,-- 1/1 11 // / �Z_ � V. i , )/' ", , , " � V� . t X ­ I . CULVERT INLET PROTECTION & OUTLET PROTECTION PER VESCH 3.18 Ii, , � �, , , \ I , . /111 V_ // \\ V4 1 / // / / I .1 1�1 , '�_ ---._____b11K-E- -----.-,--- -.-- _ -.--- _-_�� \\ \ CULVERT INLET PROTECTION PER VESCH I 'I, ,�,, I " _�� / � / \ " I / , / I I Z I x:_ ;--" / CIP , 1� / / � \ � �, J, , - /I , I ,� � � I � , . / / , - , I , I , , I V �', - ,- '[-- , , \\ (a � I " _.- � / /", , , / / I ,, - , // / .", - -- , �.- I -, 3.08 , � � 1 � i ,�, , 1, \ _ / / V, "-- � . / IL I2 I / I , - .- r ,- ,--,-- " I ."--' I-,-- �, . \ CHECK DAMS I � I I 1_\ I � , _�IIIIIIIIIIIIII� // , , ­ I I / - '- - , Z • x -, , .- / / , I - ", I / Z_ __ , , Z, , -,, \ \ I I \ . -, , , / , - / V_ / " , I 11 '\ I , �, __ _ � f -_ � /I , , / - \ - -, / " , xx , . �, ,-- - --, , , ,'z \ I I IP INLET PROTECTION PER VESCH 3.07 , I I /I / V_ � � � -- - � � I I I ,_ / / , ,,, I ,., V_ - / I //1 I " �, , , . . . , I I / , / 1, �// �,\\\ I : \ " I - I � I I " I ,/ / V, �, / - - � �", " I , \ \ � , - � � � "", \ '\ \." 1, \1 , -.-. .- - - I I ,.,/ I / / V�' / / ., , ,� I / / )v / . -,' _ z / / / '/'7 v " V-,/' " - , ��,, z / " �, to N \\ — : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII, SOILS LINE $__ R I � � , .�, �11 ,-- / / , r ", __. 1, 11 ROCK CHECK DAMS PER VESCH 3.20 . \ � . ____ ___ __ I - � . "' I -_ / - " ,,-- "� 1, _,�rl "I", , / / / / / / / / , , %% I - � � 1� -I-- " / . / /I V_ // , / " , . - I v__ I /// I" _ 1_.., --"--. �� I -- - - z -.1, ,\ \\ , ". 7� \ ----- DRAINAGE WAY , \ \ I \.'11. , **� ,',,,�� ",-, "". / /)Z- I � // 1Z lx� // "/ / I ,, .1 _"�, , /, /'� \ \ i , --, // � ". / ,� � ,/ / / " ,,-' I ,/ IN 1"',� / / x / I _ X / I I .,x \ . SOIL STABILIZATION MATTING VESCH 3.36 / � " " ,,-, I / I ' - , , / A / �1.1__ ,..,, / � \ , B/M 1 11� � � \ \ I ," �11�\ - __ .- .'11 "."". X., / / V_ / 1-1 I .1 " L4WT-s 6Fv.­-_` / / / , , / / %/ ",-,�,- ,-- "I 1_, � to \ \ \ � , � BOUNDARY LINE 1) � \ \ \,\ `\ 'I', � ". ___� __�_ _� ,_ . I / 11 �,, / // "I /I , / " / '/ / ", ' /I I V--,/ / - I 'Z 11 , z _`1 I— �,_, 0# 1. %v I" \ \ \ C CONSTRUCTION ROAD STABILIZATION VESCH 3.03 - ­ I .. I I ,-- ��., \ - _­ . I 1�� 1, I 1 , /I I , , , V_ , 6RIFEE"A / V_ / // _/1 _)�_---_-)(, \ I `\ _ - 1-1 Z` " " , I ;�, , "_ , \ . 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IP GIS,� RUO \ \\ INLET PROTECTION PER VESCH 3.07 V ,' V V ♦� 6.T �' .._.._. ._� SOILS LINE SHEET SC =5 /" // ' / a �� / CD ROCK CHECK DAMS PER VESCH 3.20 /V ' �, /j V / ' 1\ _ __ _ - DRAINAGE WAY V ' V, �� 36.6 B/M 8 LIZATION MATTING VESCH 3.36 LIMMS OF /` i i % V V SOIL STA I BOUNDARY LINE / /SWAY /; V V /. / ♦ / C CTION ROAD STABILIZATION V V_ `V / - i' % /i 536.5 r �\ . \ CON5TRU VESCH 3.03 %QiA/A - RErAII,NNG W SF I,/ i1 r\ �`- �/ f /�A,yFH S RA '` , / /11{ /L/ i / i !' ( \ {{�. V. 'rI fi "� �; �V� .3, '� j , M. - \ -` -. _ (n / � �T'I T- RI ER r� I g - 8.40 r 5�6� ! , S3s - __- N you. LLJ i ! �� / % / ROCK CHECK DAM AND O z cn V / / i I_ i' V /; BARRIER TO PREVENT 0 / 538.1 r V G E I� V_; / DC �i SEDIMENT FROM LEAVING SITE I r r, CMf��BARF,�EL �O I' , , t I W EXT DER TH PROPOSED ' TW' 5 6.00 / / , / +� A;; U ammm :5 T THE CATIO SHO BYV 5. 7'QO �o! I i / �' \ MIN. s2x�o' u ;/ z IN N- 510' N ID�'�i OT:�bUI . / / ! - ' NOTE: THIS CONSTRUCTION ENTRANCE SH�4�L t y r r PS ,c \• - -`._ _ , �- -,� � / �� i ,, I / ,. ,i ,. ,1 r% / `' �I r ' BE INSTALLED,OPERATED, AND MAINTAINED', l� _.__--- ---- -- W \ - -- -57f ,/$ =1 54b /o V / �, THE CONTRACTOR. ALL CONSTRUCTION V- / . / / V , / NOTE: . _ - \ - y RAFFIC SHALLL USE TICS E9NSTROCTKSN� I \\ / : ; - DURING CONSTRUCTION OF ♦ NTRANCE. NO OTHER ENTRANCE SHALL BE I ; - _ _ CSUTL T RIP�A � ' // / i I , THE RETAINING WALL / / •• • �` � / J �' I / \ , x. SF TILIZED. }- 2 2 , 1 ); 2 } -FAIN / �'" I i I / / DRAINAGE/WILL FLOW BACK / �' - -- - /`' ♦, -534. i l i I - %� I ; _ I , - _" �� / �� �� -� ' `•' ' / � / � •i/ :� ,L / "�L �/ �TW&, 1.001 V /. / BW 502600 L, \ RARY DRIPP JNLEX r ! i d� I •" i' _ -- _._ - . �- , �. -V-`1 - € INS LLED AT L CA`fION V:' <`,il� % / / , i o o i _ - •� i, ,� __ - _ _ __-- -- ---- \ U" I URE DI -3 SO A,1" r- j` S w . -� - -- I ' \ ` CAN B SAL�i4GE ND' REUSED / / - 1! / f �� 9 - / Y W ON ll �` ` i \ \ , PR POSEI SA TY-FE C PROPOSED SAFETY FENCE P / \N •-� W \ \ \ HE FINAL ITC�BUI,LD -OIYT. ;/ ,�� � WITH SIGNS R DING "DAN ER �' � X --�`` ! \ r �- j WITH IGN READIN " -A R \bPMNG � - _ i � ' 'i� _/� ; - � � � � .., . � `�- � M �QU CIZ�S�N[�; I �T EN '� !V- / %" - !'- i `' S 24 J�� J ICK AND, DO NOT / R' \N - ' Z o _ U S ELATE ti� \ � j V / /TW 521.00 ,/ - 528 I " '°° M W �ROPOS -JlP BW �os.00, \ i ,: _ N U I EMGEtY SP %�°��(, 2. I - -? __ -- -- --- , 1 I I i 20'(L), 15'(W , 2`(' �, , F i , - l i l l p 1 , 532.20 6'WX5' D (TYP.) 1 1, 1 STONE OUTFALL 1{ P,iLLWAY SHAL � % CONSTRU O i `� / ' \_ INTO BA IN ;oPbSE % _ , ! ' \` / f / / , DC \ I G1i� / ?1 %' 560 - / W 1 ILV Y E INST L ` DC S�T� A'FJ'` ` m i cV ~ (n 1 ,V ,O NA I U�L !/ J i 2.35 / P . _ \ / CRS - CONSTRUCTION -ROAD STABILIZATI0N.-._ � S � o V VI I + /� P. ' / (� { v, SHAL -L-RE APPLIED OVER PAR IN , -`AREA NCt'E: TMPbRi4 Y QR gL� lti 25.70 n, ! ( IN. 1 'x20 ! -- Q 526 00 a� + ' / .1 -1 % � m AND CONSTRUCTION WRANCE AREAS Q / y ,/ / THAT AWE NOT PAVED. CONTRACTOR- - ' . W d- N j , 1 10 13 If�STA .4460 iO i w 506.00 532.50 w ! __ PAYED i DD CEO /V�ASH WLL USE 21 -A STONE - MINIMUM I / e> z \ \ \ \ bF� TUBE D� -36 O, T�-IA P " I I \ 521,98 S o J RACK / T �, / i THICKNESS -/" ON -PAW ING AREA, AND 8" / W `CLAN 11B SiRLVA+S / , \ , I ` o /ON UN�V1:D CONSTRUCTION ENTRAMCE. / URII�JG E ' L -OUT � s - \ I � TS ;' � � o __ V4 i i , V V I J o -� ./ / 27.00 `� ( i 32.65 i' B Nom# 1 + s V / X10 /� CL + ' 1 i ( ! M T BAST #2 / , ti iPH r -- t AISE EXfSTIk'G Y4 ; i' j / ` ��� • x z / _ REf E,R ` , 4 i/ Q.A. -T , �. -- / �\� \ v� �, � � t 532.80 ( � � /- _� � E ATI =4 .4Q t E`r I�11 . r - \\ / _ W I i ' V_ i' '� I i ' SA RANI. ` / 4 - O.6Q- / ,v v I -' • 1 NOTE: / Q F- IT o j 1 r I w V `'. �. - V ` `� ! 1 M HT.' -\2 ' / I / --.. _ \.. �` 1 SEDIMENT BASI #2 WILL BE CONVERIiD TO A SWM Z Q 1 : , ! C;UTI,E R Pi \ - I \ \� .6 , ` ! Tc= • ei rp i n Y �� \ / ' / TYPE III RETENTION BASIN IF CONS UCTION OF � & z �( I )� ,( l �( I p; • DD / °D / _ �\� / \ MOVIE THEAT R AND PARKING Lorrs ARE DELAYED. �I O 6 W1 ISV� 1'�9 L ' N. I - • 532. ! THE FINALS M PLAN AND MS- CALCULATIONS U WILL BE PROVIDED WITH THE OLLYMEAD MOVIE F- i L�IM 1 S/OF I BAWC�' PS; \ / - ( THEATER FINAL WPO SUBMI L. 1 f8A fE�S ) i1 i � Z DC 53 .10 Z Lu V Vj \ / EXISfIN 1 I' Aut- 3 RAE T BE I I !. ! / \ T� / / i ; / \ , , ' 1- 4 I� \. \ v, it a % XT QQ 1 1 : 3.25 I ' I / 1 ! `" 1 `�' `- W > ENDIiD T9 T//V C �N SHM ` , % ; � I t` g �LOITS OF D TURBANCE 0 a EX�'IN I(�1: 4 4, U: 4 2A 0; I 5 11.68 ACRES L"V s + / /l i i u / ' / �" �• % Sao. 3AQ F C6 OF E % P _ _ / t i i / \ • i 1 f ` 56 ui 533. i I o► ,lots W - /11 >♦ r 1 IIrl� ♦ ♦, , � I �`'� 1 - � � _ �;• �/•�/ < x Az- �/ /, / EXIST,IN RARE WI IN / �! / - - -- _ _ j%� ME ING STIR* R/W LIMITS II 0 V % / ,/ / i %, _ THE KOHL SITE IS CUR NTLY 6EING - -- ~ a / ♦ \ C� G iii , i ERFORME NbER WP O 008-86 p �w' �HE�IST 13 DAR!F ,A / ; / % ;'/ / ; - _ \ ♦�' - cc c i - �� '% / /� / V��/ T.P�k} BY THE i /� ` %/ / -- - - - - - C] OTE• NTRAC R TO VIDE SI S SAS ♦' / - �J - % JOB NO. P I�OV DKOHLS _ - i o � ! / �;' / i I -- _ 5so �' HOVWN A OUND E SEDI NT--B AND _ \ R j OZ0.36 I TED ` II /'� - - -- SDI ENT S TING: " GER, ICK ' / S DIIG( T BASI #1 E / _ _ _ - S Q ♦ \ -._ - -- - / Q - - S B, DON T ELATE \ +a a eo �'t°° SCALE / 40 t. I SHEET NO. c IV 20 J1 vl- LEGEND LEGEND 53 LIMITS OF LAND DISTURaANCE SF SILT FENCE PER VESCH 3.05 v- v BOUNDARY LINE DD DIVERSION DIKE PER VESCH 3.09 ST SEDIMENT TRAP PER VESCH 3.16 TREE PRO=ON V U No. 35791 Ll CONSTRUCTION ENTRANCE PER VESCH 3 02 ISTU5iB� C TW 527-00 DIRECTION OF FLOW AN —653.75-- PROPOSED CONTOUR \4, L I IIA" BW 646. TREE PR07ECTION & PRESERVATION PER JEN CULVERT INLET PROTECTION -CrION PER VESCH 3.18 "//ALON W� V- CULVERT INLET PROTECTION PER VESCH OUTLET PROTE cip �Z_ CHECK DAMS ZT V ROCK CHECK DAMS PER VESCH 3.20 SOIL STABILIZATION MATTING VESCH 3.36 IL v .41WES OF BOUNDARY LINE RETAMN ALL DC ROCK CHECK DAM AND MIS Y v BARRIER TO PREVENT v- /THIS AREA SHALL BE /STABILIZED SEDIMENT FROM LEAVING SITE BEFORE PHASE Ill E&P CAN OCCUR AIL RMIN INIA r4 r1ap It WE ENRON wa NMI, r4r MUM - N - - Hold SFA mig M WA RA m 101 WAN Nit ENT BASIN #1 \ y i ! i ; / \ \'SCA ' L017X30 " R6 vv OUTLET F I 24 16'(Wi 24 (W2)#' 18'(Qy2'( MIN. i \ !�" y�11S �\ \\ \ ' FLE 68' V �� t < Y Table 15: Sediment Basin design (spec 3.14) Sediment Basin #1 Design SEDIMENT BASIN SH#1 6' MP SOX EXISTING GROUND NTS MOL I'M SPUMY 21 FATHOUT CRM OF MUMMY 9ftUVAY drainage area (acres) 7.11 DESIAM WIGN WATER 1 0 '1 - , 72" DIA. 210 HIGH basin volumes: (using Z contour intervals) TOP OF DAM ELEV -5J2.0010 volume (cy) 00� I elevation (it) contour area (9f) volume (cy) ANA - VORTEX DEVICE i _71-111 -.-- 1.0' MIN. = -1.1 R/ R TOP ELEV-49Z40 522.00 2545.0 0 !E1 I I- RISER ELEV - 529.40 Top ELEv.-,% 28 An 1.0' MIN. 524L00 3393.0 219.2 ... ....... MY ftm CREP 526.00 4342.0 504.9 0.1 INV OUT - 492.00' 528.00 5392.0 864.8 • wet • wow= ............... UPSTREAM TOE OF DAM 530.00 6542.0 1306.1 V 0 dowelering orifice elevation (ft) 532.00 7792.0 I836.3 vat storage provided at this elevation (cy) 530.1 SOIL OR A GGREGA TE OVER 10.0 BOTTOM OF BASIN M 34 Cx/ AME) LAY CORED DAM wet storage: wet storage required (cy) (67EkA) 8'x8'x114" THICK GALV 476.4 design high water (t) 529.40 dewatering orifice elevation (it) 1.00 525.80 top of dam (ft) 532.00 wet storage provided at this elevation (cy) SEGMENT 1: 24" CMP, L=57.91'. S=15.54% 476.4 top width of dam (ft) 10.0 available volume before cleanout (cy) (34•11A) 241.7 bottom of basin (it) 522-0 clearKmA elevation (1t) 75 524.13 approx. bottom dimensions: 45'xW distance from cleanout to orifice (ft) (> 10 diameter of devalering orifice (in) 1.67 upstream bee slope. 2:1 damolor of flexible tubing (in) (ortfice+21 11.0 downstream face slope: 3:01 dry storage: collam YES ont YES dry storage required (cy) (67*13A) 3.40 476.4 bOw slope of upstream face (Z-1) principle spillway crest (1t) to (Min) 528.40 length of flow, L (it) 93 dry storage provided at this elevation (cy) 18.95 476.4 effective width, We (R) 106 diameter of dewatering orifice (in) nuryber colors required 9.0 L I We (baffles not required if > 2) 0.89 diameter of flexible tubing (in) (ordoe+2") 3.2)0.7 11.0 1.6 amixgMtow: YES clarrielei riser (in) 24 20M YES "14 19.00 bottom width (fl) depth of water at spillway crest (t) 6.40 C ((use 0.45 for bare earth) slope of exist charrmil MM 0.6 a" of upstream face (Z: 1) 2:1 tc (min) 27 10 slope of barrel (Sb) 15.54% 12yr 4.1 0 2yr 17.49 length of barrel in saturated zone . (Ls) 101.49 1 25yr 6.0 Q 25yr 28.16 number collars required 2 V) 66 C0) z C Li dimension of collars 7.1W.1- principle spil4m: Z L'i NO available head (111) 0 1.0 emergency spillway: diameter riser (in) 36 required capacity (025-Qp) (cis) WA spillway capacity, op (CIS) U 28.16 bottom width (R) NIA diameter trash rack (in) V) 54 {tt/it slope of exist channel (M) WA barrel length (it) 57.91 minimum length �it channel (t) NIA head on barrel through embarkment (R) IJ 19.00 crest of spillway (it) NIA diameter of barrel (n) 24 PROPOSED RIPRAP �E ERG�NCY�SPILLWAY ?0.(L), i1 5(W), 2'(D) EV=490,00 WAY­- SPI&I PHAI_04�)T E C04STRUC%D ON FIL�- S WNY TQ�B STALLED N MANROUND 4x' x X OUTLET RIPRAP 6'(V�W,25 191!� i"(P) MIN. X\ \�y N/ Table 15: Sediment Basin design (Spec 3.14) \SEQIMENT BA IN # SCAL 1 =30' f1 rl AF Sediment Basin ii -Design SEDIMENT BASIN SH#1 6' MP SOX EXISTING GROUND NTS drainage area (acres) 7.52 Ano -A- -= WOLIV.) basin volumes: (using 7 corftx Inlervals) 1 0 '1 - , 72" DIA. 210 HIGH TOP OF DAM ELEV -5J2.0010 volume (cy) 16 GA. GAL V STEEL 494.00 6661.1 0 ANA - VORTEX DEVICE i _71-111 -.-- 1.0' MIN. = -1.1 R/ R TOP ELEV-49Z40 25 YR. STORM 1.0' MIN. 555.1 > ry EMBANKMENT HEIGHT 10' !E1 I I- RISER ELEV - 529.40 Top ELEv.-,% 28 An 1.0' MIN. 1241.8 36" DIA. CUP RISER DRY VOLUME ELEV ko. ' 1 SCARIFIED KEY FOR EW REQUIRED - 528.40' DEVICE SOIL COHESION INV OUT - 492.00' 90 DIA. DEWATERING DEVICE UPSTREAM TOE OF DAM INV OUT = 501.0' TO K C.T./ AM UPSTREAM TOE OF DAM wet Ill wet storage required (cy) (6•DA) EXISTING GROUND design high water (R) V 0 dowelering orifice elevation (ft) 495.91 top Of dam 00 MIN. 30 COMPACTED vat storage provided at this elevation (cy) 530.1 SOIL OR A GGREGA TE OVER 10.0 BOTTOM OF BASIN BASE PLATE LAY CORED DAM ELEV. = 522.00 8'x8'x114" THICK GALV KEYED INTO THE NOTE- approx bottom dimensions: STEEL BASE PLATE EXISTING GROUND FREEIRG01RD PROWDED -2.60' 1.00 INV IN = 510.00' 2:1 STEEL BASE PLATE EXISTING GROUND FREEBOARD PROVIM -1.60" SEGMENT 1: 24" CMP, L=57.91'. S=15.54% 3:1 (2) 7.1' X 7.1' GAL V STEEL 503.8 bafthso ANA -SEEP COLLARS principle spillway crest (ft) PROPOSED RIPRAP �E ERG�NCY�SPILLWAY ?0.(L), i1 5(W), 2'(D) EV=490,00 WAY­- SPI&I PHAI_04�)T E C04STRUC%D ON FIL�- S WNY TQ�B STALLED N MANROUND 4x' x X OUTLET RIPRAP 6'(V�W,25 191!� i"(P) MIN. X\ \�y N/ Table 15: Sediment Basin design (Spec 3.14) \SEQIMENT BA IN # SCAL 1 =30' f1 rl AF Sediment Basin ii -Design SEDIMENT BASIN SB#2 61 TOPSOIL wTwneruwAY CMW or 04MMMY SNLLvkw drainage area (acres) 7.52 Ano -A- -= WOLIV.) basin volumes: (using 7 corftx Inlervals) 16 GA. GALV STEEL elevation (M contour area (of) volume (cy) !I- ANTI-VORTEX DEVICE IV EMBANKMENT HEIGHT 8' 494.00 6661.1 0 i _71-111 -.-- 1.0' MIN. = -1.1 R/ R TOP ELEV-49Z40 496.00 8360.0 555.1 10M CNN, 496.00 10210.0 1241.8 1' SCARIFIED KEY FOR 500.00 12177.0 2059.9 ........... • war • maw DEVICE INV OUT - 492.00' 0 UPSTREAM TOE OF DAM TO K C.T./ AM F. wet Ill wet storage required (cy) (6•DA) 503.8 design high water (R) 499.00 dowelering orifice elevation (ft) 495.91 top Of dam 00 501.00 vat storage provided at this elevation (cy) 530.1 top YWM of dam (to 10.0 available volume before cleanout (cy) (34*DA) 255.7 bo torn of basin (ft) 494.0 cbwW elevation (ft) 494.91 approx bottom dimensions: 64M811 distance from chow to orifice (ft) (> 1) 1.00 upstream face slope. 2:1 STEEL BASE PLATE EXISTING GROUND FREEBOARD PROVIM -1.60" dowrrstreent face slope: 3:1 dry storage: dry storage required (cy) (67'DA) 503.8 bafthso YES principle spillway crest (ft) 497.40 WVlh of OW L (fl) 75 dry storage provided at this elevation (Cy) 505.7 effective width. We (10 200 diameter of devalering orifice (in) 9.0 L/We (baffles not required If- 2) 0.38 damolor of flexible tubing (in) (ortfice+21 11.0 C collam YES ont depth of water at SP*•Y crest 1 00 3.40 C (use 0.46 for bare earth) 0.7 slope of upstream face (Z-1) 2:1 to (Min) 14 slope of be" (Sb) 3.30% I 2yr 3.6 Q 2yr 18.95 leroh of barrel in saturated zome (is) 23.54 1 26yr 6.3 0 25yr 30.e9 nuryber colors required 2 Z 0 dimension of colars 3.2)0.7 pdricipt W&W: avollable head (111) 1.6 amixgMtow: YES clarrielei riser (in) 24 required capacity (Q25-0p) (cfh) 11.7 so" capacity, ap (cfs) 19.00 bottom width (fl) 15 diameter trash rack (in) 38 slope of exist charrmil MM 20% barrel length (ft) 80 rninlaw length of a* charviel (110 27 head on barrel through effbaAkinent (fl) 7.00 crest of sp" (fl) 499.00 diameter of barrel (1p) 18 E­4 SL Sb ON. Vic. 11 -.0RES. 57RIPS 'IFP 11i,507VE .7 COVERINGS P, AY a �PAEFrUED ACROSS BERM THE ERE THERE IERM AT FIE 17-LITIrAT-2-151141, • B TOP OF THE ZROPE g If T1_ 8916NDNEIEWL RM AND AA0 " I.- .. II--11 T'T "'ff 1,1MI IL Mrit ­iI - 1 4 r 4 TI-91- A j [l*', - WITM, W-1-4 a �- -'. 1. 7'. 4 FrG 7SRt, D0tj TO A LEVEL AREA %8RE 4 jV S RME INTERVALS. It =11 II t1 =11= UNDER 4' AND STAPLE AT 12 12' • DITCH ON S SLO)fP APPLY FLOIN-j" P MLEL At C1 PROTf Y = - II *" _- %.D17 % AND"AWR • SEDIMENT BASIN BAFFLE DETAIL NO SCALE SHEETS OF 4x84' EXTERIOR PLYWOOD OR EQUIVALENT r n r r -T-RISER CREST ELEVATION 11 41 1 1 -POSTS MIN. SIZE 4" SQUARE OR 5' ROUND. SET AT LEAST X INTO THE GROUND 1. SET POSTS AND EXCAVATE A 4"X4" TOr-All'Ld I 10C1 I'lDC ALONG f-WAI/I 'rLJC' LINE 2. STAPLE WIRE FENCING TO THE POSTS OF POSTS. M- FLOW SF I SILT FENCE (WITH WIRE SUPPORTi NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) J. ATTACH THE FILTER FABRIC TO 4, BACKFILL AND COMPACT THE THE WRE FENCE AND EXTEND EXCA VA TED SOIL. I TINTO THE TRENCH, FL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH STONE 70' MIN. CONSTRUCTION EXISTING ACCESS J" SM-2A ASPHAL T P TOP COURSE A VEMEN T 27. 2% \\--6" MIN 21A AGGREGATE BASE PROFILE STONE 70' MIN,- CONSTRUCTION A SPHA L T PAVED ACCESS -\ F O WASHRACK _T r-EXISTING 27. 27. 12' MIN.* 27. PA VEMEN T) POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH TO SEDIMENT OF INGRESS AND EGRESS nOr'DA THIA/ TRAPPING DEVICE PLAN 12' MIN.- POSITIVE DRAINAGE NICE FILTER CLOTH-1 SECTION A-A A minimum water tap of I inch must be installed with a minimum I inch ballcock shutoff valve supplying a wash hose with diameter or 1.5 inches for adequate constant pressure. Wash water must be carried away from the entrance to on approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches or watercourses. PAVED WASH RACK NO SCALE SCO R. COLLINSZ No. 35791 4b, I a IL 51, P0 a Ln SEDIMENT BASIN SB#2 61 TOPSOIL EXISTING GROUND NTS EMERGENCY SFUWAYELEV. 499.00 -1 10, 36" DIA. 13" HIGH TOP OF DAM ELEV =501.00'1 16 GA. GALV STEEL 25 YR. STORM 1.0' MIN. ' !I- ANTI-VORTEX DEVICE IV EMBANKMENT HEIGHT 8' - ELEV 499. 00 I i _71-111 -.-- 1.0' MIN. = -1.1 R/ R TOP ELEV-49Z40 24" DIA. CUP RISER DRY VaUME ELEV REQUIRED - 497.40' 1' SCARIFIED KEY FOR 9'0 DIA. DEWATERING SOIL COHESION DEVICE INV OUT - 492.00' 0 UPSTREAM TOE OF DAM EXISTING GROUND F. EZEV 0 MIN. 30" COMPACTED CN4 SOIL OR A GGREGA TE OVER �� LL BOTTOM OF BASIN BASE PLATE CLAY CORED DAM ELEV. = 494.00 8,x,8'x114" THICK GALV KEYED INTO THE A107E:- STEEL BASE PLATE EXISTING GROUND FREEBOARD PROVIM -1.60" INV IN = 494.00' LL 0 C V SEGMENT 1: 18" RCP, L=60'. S=3.3% U) (2) 3.2' X 3.2' GALV STEEL z ANT -SEEP COLLARS SL Sb ON. Vic. 11 -.0RES. 57RIPS 'IFP 11i,507VE .7 COVERINGS P, AY a �PAEFrUED ACROSS BERM THE ERE THERE IERM AT FIE 17-LITIrAT-2-151141, • B TOP OF THE ZROPE g If T1_ 8916NDNEIEWL RM AND AA0 " I.- .. II--11 T'T "'ff 1,1MI IL Mrit ­iI - 1 4 r 4 TI-91- A j [l*', - WITM, W-1-4 a �- -'. 1. 7'. 4 FrG 7SRt, D0tj TO A LEVEL AREA %8RE 4 jV S RME INTERVALS. It =11 II t1 =11= UNDER 4' AND STAPLE AT 12 12' • DITCH ON S SLO)fP APPLY FLOIN-j" P MLEL At C1 PROTf Y = - II *" _- %.D17 % AND"AWR • SEDIMENT BASIN BAFFLE DETAIL NO SCALE SHEETS OF 4x84' EXTERIOR PLYWOOD OR EQUIVALENT r n r r -T-RISER CREST ELEVATION 11 41 1 1 -POSTS MIN. SIZE 4" SQUARE OR 5' ROUND. SET AT LEAST X INTO THE GROUND 1. SET POSTS AND EXCAVATE A 4"X4" TOr-All'Ld I 10C1 I'lDC ALONG f-WAI/I 'rLJC' LINE 2. STAPLE WIRE FENCING TO THE POSTS OF POSTS. M- FLOW SF I SILT FENCE (WITH WIRE SUPPORTi NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) J. ATTACH THE FILTER FABRIC TO 4, BACKFILL AND COMPACT THE THE WRE FENCE AND EXTEND EXCA VA TED SOIL. I TINTO THE TRENCH, FL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH STONE 70' MIN. CONSTRUCTION EXISTING ACCESS J" SM-2A ASPHAL T P TOP COURSE A VEMEN T 27. 2% \\--6" MIN 21A AGGREGATE BASE PROFILE STONE 70' MIN,- CONSTRUCTION A SPHA L T PAVED ACCESS -\ F O WASHRACK _T r-EXISTING 27. 27. 12' MIN.* 27. PA VEMEN T) POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH TO SEDIMENT OF INGRESS AND EGRESS nOr'DA THIA/ TRAPPING DEVICE PLAN 12' MIN.- POSITIVE DRAINAGE NICE FILTER CLOTH-1 SECTION A-A A minimum water tap of I inch must be installed with a minimum I inch ballcock shutoff valve supplying a wash hose with diameter or 1.5 inches for adequate constant pressure. Wash water must be carried away from the entrance to on approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches or watercourses. PAVED WASH RACK NO SCALE SCO R. COLLINSZ No. 35791 4b, I a IL 51, P0 a Ln (T\ Q. t9Z LLJ LLJ U z Z z C) 0 F. F- 0 CN4 U _j �� LL W U �LL z 66 LL 0 C V U) 0- -C �� (A C z 0 C C C 0 Uj L Z 0 C) :3 -0 U0 W a� C U z t W Uj Ul > 1­4 E- V E­4 0 W z V) 66 C0) z C Li Z L'i W 0 V) C < _j U 0 cc C) -6 V) Uj >1 C LL E_4 Uj IJ < 0 7 0 0 b Uj �% L or E 0 0- W V) JOB NO. 102036 V) I SCALE N/A C: SHEET NO. -a 22 _ - -_ .-7- \ _:�_ _ , I , - � ------- J \ _', \.__ __,, - -_ - \1 I . /�, " - " _< .- - - Plan: Drainaw Area #6A & 513 Water Resources Area: pe��Area \ - __-, 1_­\ / )1� / ,- � , O'l __ _ � ___ 'I ,-'\ -- ,\\ �,�, /-- ---- ­­ , '\ \\-- 1 1­1 . \\" ,,\\ _,- " \� " � __ - I-- � - 0 11 \ \ . / ,X �-� " sco R. COLLINS�Z ­______ \ " ��. __ - -1 _ , \ __ � __1 _/ , III ____ \\ \ , ­-,� _` __________ /,l, \_ \ , , �� - , \_ " �, ___ __14_ / / ____ ___ .-- , / I -J)/ 1__' __ ____ -;/ __-, -, / X 1_� ____ -) /, -_ ­­_ - ___1. , - CENTER APARTMENT PLANS. I . I / � 11/ / 11" Project Drainage Area Designation DA# 5A & 513 __—, , \ \ \ _,�____ -, __ / I ___ " " / \1 / X -_ _ , -_ __ .--- M // z I­ C - /) / l` ��____ . _ -_ ­.- - _­ , 11 -,- . � / / I I L storm pollutant e)W in pounds, L = [P(Pi)RV12 ] [ C(A)2.721 \ , --- � "",\ I ______ __ - A / I / ,, - - __­ __ - - -,--,. __ - - - ------- I . 1 ( ___' I I " mean runoff coefficient Rv = 0.05 + 0.0090) / ! \ \ \\, . __- _____ - / ,/ /­ �� , - \1 - . ., percent inVerviousness \ ; _,_ -�---- I \ J i " / ____ --- , __ \ , -_ 16, I'-, � _;'t" / lb�r/ _____ " f / I / ____ __ , / . - \ ,, -- - I , -_ .." I _/ , , " -1 / - -- ----I-- \1 \ , , I - _:,5 ___/ / dii / \ " \ , , __ '--, \\� \ - ,l- '� --1,/ / A \ /I " \ \ _� -_ 1, project area in acres in subject drainage area, ---"----- I I - / 11 e .'e, ,- - C phosphorus --__ -_ A --- --- I __ I I -_ /I I - --- \\ \\" " I RR required removal , L(post) - f x L(pre) \ I _�/ \ \ - , \ 11 / / \\� ---I-- �­__,�:�? ,__ / , \ ,,,,,,� ,/ ___� _/ , / - �J/ / � � I * , ,,,, , \ \ ,--, I, / , 1 , _�/ ""_. - - - __ < " . .. \ V__ " / / ,-' , / -, , ___________ r�� _"", , l, / In" --..--,.-.-.,-,-.,--------.-.--,.-.--.-L __ __ - _ _______ - __ �_. , 1_< _/ ',, .., , l__ / ` - __ I 'l, 1. . - __ _ , I . __T_ - __ - __ ___ __ --.---,---- ___ ____ ___ .______._____ - i \ , \ - .1 � ______ , , " ", " , I I / / l " I- , I - ­ __ / l _. - - - , " I , lill , U) .., ­­ wP_M____ \ (\, -_ - _ - , - --- / , / l_� , ." . -_ - . , I " , -- ", -:�_ / - // / /) __-L z V) ______ _ -1-1- ----.--- I i 1\ -, � __,­ " " ',,_ - / / I'll , >,� . � \1 / --- I ­ F ____ __ __ , I ____I 1804001 \ " _____ _ - ____ - ___ .... ,-\_ " .­ I / !,.,l` ""', / / , , . ` , - >�� ­10 - - ----, - - � __ ­ I F------ ---`1------------------ ------, 60, 1qPJ - , - I , -, � , 4 / "I, _�, ,ll�l '11�11_1 " - I 1 �' i // I :.-I � a U) Ce _J _________.__L_­ - " " --""- /­-z - ll. / , / / I - �-�­ , - 1-1 / I _ — subtotal I \ , ­. - I- I , ,/- / I .1 '. 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'___190___ z ,__ ",' - , "I " I/ / ,/, / / / / � " , � / I � I - � I I-,- t , _" 11 - � � N � I \ � \,\ '\\ ..., . e-----'7 . . .--- (1) I 1, \ , \ \ 'I., 'I- _.___­__ -----. - _. - __, - ,,,, ////,/ I / , � I , "I / ,,,/ / / i inch ---. 50­jt. I � 11 11 , 11 I ....., __ V �, . I _,__ ) 23 -C " , , l' / // \ � I � I � ( :�, , - V_ \".1 ,\ \ \ \1 I I- __­­ , __ _1__"' -,l., I----- Z",/ /�/ / " '"', /,� /__ ,// I/ / / \ \ 1\ I I I I ) I \ I / STORMWATER DETEN"nON PLAN (2 YEAR) Project Area: 5.5 ac. (Property Limits) Area Detained: 8.95 ac. ifion Provided by Underground Debdon System & Bioretentlon Basin', m�m���m�m$w�wam����m�1���) F�x���� � ����� � -- - Sunwary of Post-Dev. D.A. #5A mpervious Areas Proposed Roads & Parldng 60, 100 sf Proposed Buildings 52, 100 sf LL 14,200 Sf DraiqM Area #5 8.95 27.13 - - pre-Developmerd � Post-Development (Routed through 2 SWM Facilities) Drainage Area #5A - - 4.79 25.18 Sunwary of Post-Dev. D.A. #5A mpervious Areas Proposed Roads & Parldng 60, 100 sf Proposed Buildings 52, 100 sf Proposed Sidewalk 14,200 Sf i PO W EP ..__71-00VOF;�IE SITEI, I>t*bFF I ETENT NI THE �~ THE MAXI � ������ /B �m� Total 186,600 sf 0 Surrirriary of D.A. #513 Impervious Areas Proposed Roads & Parldng 60, 100 sf Proposed Buildings 45,000 sf Proposed Sidewalk 9,375 sf / ����~, ' / ,�� BASIN --- / - ~=�`°��= =-,^~~^`~~~ '/ sp /' / _^~ -UNDER THE HOLLYMEAD T0VM—�\\ Total 114,475 sf /' /- - / �� ������� PLAN ���� YEAR) ~�o�����m����:�~o^ ���_v~~"~""~~"~ ^ �� ^`~ v^� - \ Project �r�m 5.5 � ac. Lbr�o) ^--' ���� �: \ / A��|Cet�,ed: ' '___ // | pen�sw� � ��8 �� �o�e�m�m��W9��md 12D�� \ � -- , --- /' -/' / ,___ '--- ,-- / // /,- ' --- so� � «+ / / �' �� az cc co � cx t Q � | ` \ �� ��� 11i �� � '/// � '_-_ __- '-_- `` - ` ' '^ '- ~ \ \\\\ ' ,,,- ` � ���~ �� ' / / ' ��` `\ � / /' �� LU I " 1._� _ I I , /",. I X" " —_ - ,_ / Z . _­ \1 \ N \ \/ // // I /J / - notes for Stormwater Management plans Z General construction 95% of maximum dry :L. All dams and constructed fill to be within nt. All fill material to density and 2% Of Optimum moisture Conte be approved by a geotechnical engineer. A geotechnical engineer "-T— is to be present during construction of dams. 2. Pipe and riserjoints are to be watertight within stormwater APPROVED RETENTION BASIN management facilities. IN THE TOVOICENTER DRIVE- PHA Q hich are to be SE 3. For temporary sediment traps or basins w 11 STORMWATER MANAGEMENT PLANS_--7-, converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and nty erosion control permission has been obtained from the Cou OVERALL STORMWATER MANAGEMENT ANALYSIS bythe AREA A - 3.5o Acres is being detained by underground detention and treated -filter is providing 65% removal for the site. Bio -2 is detained by underground detention and treated by the ------ AREA B .3o Acres -filter is providing 65% removal for the site. Bio-filter at the rear of the site. The bio 2.8o Acres is being detained by the underground detention system U.J and AREA C treated by the Bio-filter at the rear of the site and Filterra units within the parking lot. The Filterra Units are treating the SWM at 74% removal and the Bio-filter which is in series with the Filterra units is treating another 32.5% Of the run-off from this rn Ln drainage area. V Z AREA D - 0.35 Acres is being detained and treated by an offsite SWM detention pond Z C14 0 rn at 65% removal rate. I z� 5 AC is being treated at 65% 2.8oAC is being trea 5% L9 F-4 Z IN LLJ <'- AREA TREATED VIA PER THE TOWNCENTER DRIVE- PHASE Z (65% REMOVAL RKI T IHIS PORTION OF THE PARCEL SHALL RA BASIN OFFSITE & TO THE NORTH. E LU ipl, Ul E­4 LLJ LLJ ` AREA TREATED VIA BIORETENTIO (6s% REMOVAL EFFICIENCY) nL/tKw*n°Lt/b (74% REMOVAL ", 12 If IV CN- 94.1 J DRAINAGE DIVIDE FLOY M To PROPOSED BIORETENI BASIN (T JOB NO. P THC APPROVED PLANS, 102036 ER D)RAINAGE SHALL BE HANDLED- 80 4i 80 DRAINAGE DIVIDE FLOIMNG A OFFSIITE FROM THIS DEVELOPMENT. S SHOWN UNDERGROUND AN --FtFT SHEET NO. X DETENTION SYSTEM (TYP-) in -JO 24 I inch Drainage Area #5 8.95 49.37 - M_-Devalopment> Post-Deyelopment Routed through 2 SWM Facilities) Drainage Area #5A - - 4.79 39.01 Drainage Area AB - 1 4.16 cc co � cx t Q � | ` \ �� ��� 11i �� � '/// � '_-_ __- '-_- `` - ` ' '^ '- ~ \ \\\\ ' ,,,- ` � ���~ �� ' / / ' ��` `\ � / /' �� LU I " 1._� _ I I , /",. I X" " —_ - ,_ / Z . _­ \1 \ N \ \/ // // I /J / - notes for Stormwater Management plans Z General construction 95% of maximum dry :L. All dams and constructed fill to be within nt. All fill material to density and 2% Of Optimum moisture Conte be approved by a geotechnical engineer. A geotechnical engineer "-T— is to be present during construction of dams. 2. Pipe and riserjoints are to be watertight within stormwater APPROVED RETENTION BASIN management facilities. IN THE TOVOICENTER DRIVE- PHA Q hich are to be SE 3. For temporary sediment traps or basins w 11 STORMWATER MANAGEMENT PLANS_--7-, converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and nty erosion control permission has been obtained from the Cou OVERALL STORMWATER MANAGEMENT ANALYSIS bythe AREA A - 3.5o Acres is being detained by underground detention and treated -filter is providing 65% removal for the site. Bio -2 is detained by underground detention and treated by the ------ AREA B .3o Acres -filter is providing 65% removal for the site. Bio-filter at the rear of the site. The bio 2.8o Acres is being detained by the underground detention system U.J and AREA C treated by the Bio-filter at the rear of the site and Filterra units within the parking lot. The Filterra Units are treating the SWM at 74% removal and the Bio-filter which is in series with the Filterra units is treating another 32.5% Of the run-off from this rn Ln drainage area. V Z AREA D - 0.35 Acres is being detained and treated by an offsite SWM detention pond Z C14 0 rn at 65% removal rate. I z� 5 AC is being treated at 65% 2.8oAC is being trea 5% L9 F-4 Z IN LLJ <'- AREA TREATED VIA PER THE TOWNCENTER DRIVE- PHASE Z (65% REMOVAL RKI T IHIS PORTION OF THE PARCEL SHALL RA BASIN OFFSITE & TO THE NORTH. E LU ipl, Ul E­4 LLJ LLJ ` AREA TREATED VIA BIORETENTIO (6s% REMOVAL EFFICIENCY) nL/tKw*n°Lt/b (74% REMOVAL ", 12 If IV CN- 94.1 J DRAINAGE DIVIDE FLOY M To PROPOSED BIORETENI BASIN (T JOB NO. P THC APPROVED PLANS, 102036 ER D)RAINAGE SHALL BE HANDLED- 80 4i 80 DRAINAGE DIVIDE FLOIMNG A OFFSIITE FROM THIS DEVELOPMENT. S SHOWN UNDERGROUND AN --FtFT SHEET NO. X DETENTION SYSTEM (TYP-) in -JO 24 I inch UNDERGROUND DETENTION SYSTEM PLAN VIEW SCALE (1 " =20') a d '\ 3 �\ e ° __J , 0 � 3 POINT O D D TIOIN ` (NOTE: LOW RGROUND D SSTEM IS AT THE ELEV. =S27 6i0204Y " INV. = 2 .37 1W.=528.75 a O • TPA i I '�• EXTEND AKGLES TO EDGE OF REINFORCINO ANOLE TO BE DESIGNED AT FINAL CRAWINGB OO, 07 -.1 RISERMM. l ri ELEVAigN �NQ. TYPICAL RISER DETAIL SCALE: N.T.S. 12 CA. STEEL OF 4t 0 - CC 1 \ Ln 1 1 1 Cn d i 42 \ RISE4.. 03 " CCE OR °' N� ° NSPE ION & EAR- T t \ IN (YW P ° I1 U1 y i° .p i 1 r a i VED PARKING LOT S ALL VE AS. o GRADED CCESS "CO FCH 1 A. RO DTOIERGROUND AL IZE PE 2 CMP DIET NTIQN SYSTEM. E - -_ -_DOW STS EAM PIPE, UN UND-_UND FOUND ET N ON �- - E 10 SYSTEM 3 TE AND BYP S PIP }; -,.,� �ENC M goo Y R STO & M D _ , " _�\ ME C TE WIT I THE S OR- ADDITIONA - `EASE PF ON 0 P-\ NOTE: SPOT SHOTS ALONG UNDERGROUND DETENTION ; SYSTEM REPRESENT INVERT ELEVATIONS OF 0120" CMP. CONTECH UNDERGROUND DETENTION SYSTEM 0120r STEEL WEIR PLATE (A4) WITRASH RACK. NV--527.00 030' RMiR (A3) RIM = 53$.801 -, %11fY INV= 577.p0 020 STUB 04 CONNECT NO T(3 WW CLAS % o I RCN IMP- 627.00 01W INV- 5V.00 0110' STEEL / MAKHEAD(Ai) -� INY- 527.00 BILL OF MATERIALS PIECE OTY 0 CORRUGATION GAUGE FINISH LENGTH TOTAL A 1 120 6X1 12 ALT2 2V 0• 28' 0' B 1 120 5x1 12 AL12 te-u' 117.0' C 2 12D 5x1 112 AL72 19-T 3w-r D 3 120 &1 12 AL72 18 -0' 31V4r t y 120 yx1 12 AL 12 104r w4r TOTAL MANUrACTURED LENCM I 2024r UNDERGROUND_ _DETENTION SYSTEM (ROUTED) OUTFALILS INTO BIORETENTION BASIN ,ALSO ROUTED NTS 03D• 5rU8 (8?), CONAECTlFKi TO ON CLASS III RzP UPSTREAM 37RUCTURE.INV -6211M - OX*GTUB N4;- S2s.76i Wr RISER 01) RIM- 540.23 -� 0120' INV. -527.37 E D INV. -¢7.19 C E I INV.- .0 M A t.- t E Wr RISER (AS) RIM- S3B.OU ' 0120' INV - 62TAo ASSEMBLY VOLUME: 13,902.0 LOADING: H2O1H25 NOTE.- THE UNDERGROUND DETENTION SYSTEM WAS ROUTED AND THEREFORE REDUCED THE OUTFILOW. THE UNDERGROUND DETENTION SYSTEM CALCULATIONS REPRESENT THIS THE BIORETENTION BASIN WAS ALSO ROUTED AND THEREFORE ALSO REDUCED THE OUTFLOW. THE BIORETENTION BASIN ROUTING CALCULATIONS ASSUMED NO UPSTREAM DETENTION OCCURRED TO ACQUIRE THE LISTED ELEVATIONS & ROUTING CALCULATIONS SHOWN ON THIS PLAN. THIS IS OBVIOUSLY A WORSE CASE SCENARIO BECAUSE IT ASSUMED NO DETENTION OCCURS WITHIN IN THE UNDERGROUND DETENTION FACILITY. DESPITE THIS, 1' OF FREEBOARD WAS STILL OBTAINED ON THE 1010 YEAR EVENT. HOWEVER FOR THE PURPOSES OF THE CHANNEL ADEQUACY REPORT THE DETEN77ON FROM THE UNDERGROUND DETENTION SYSTEM WAS SUBTRACTED FROM THE BIORET[ENTION BASIN's OUTFALL HYDROGRAPH TO SIMULATE ONE SYNCHRONIZED SYSTEM. Inflow Hydrographs Outlet Structures Outlet Structures Basin Input Data Basin Input Data z Year 24 -Hour SCS Method 5 Outlet Structures Outlet structure 3 BasinFlow printout Storage pipe 2 Area (acres) 4.790 Outlet structure o Weir @ -r name: Barrel #3 CN 94.100 Orifice name: Access Riser INPUT: diameter (in) 220.000 Type z name: Low -Flow Orifice diameter (in) 36.000 30 length (ft) 55•000 rainfall, P (in) 3.700 area (sf) o.S45 side angle 0.000 Basin: HTC Movie Theater- DA 1A invert (ft) 527.000 time of conc. (hrs) o.l000 diameter or depth (in) 1o.000 coefficient 3.300 ALT? angle 0.500 time increment (hrs) 0.0200 width for rect. (in) o.000 invert (ft) 538.600 o Contour Areas volume (cy) 159.989 time limit (hrs) 30.000 coefficient o.600 multiple 1 Elevation(ft) Area(sf) Computed Vol.(cy) fudge factor 1.00 invert (ft) 527.000 discharge into riser Storage pipe 3 routed true multiple 1 5 Storage Pipes name: Header #1 peak flow (cfs) 18.484 discharge into riser Outlet structure 4 Storage pipe o diameter (in) i2o.000 peak time (hrs) 11.817 Orifice name: Barrel #1 length (ft) 36.000 volume (cy) 1956.966 Outlet structure 1 name: Overflow Orfices diameter (in) 12o.000 invert (ft) S27 000 Weir area (sf) 0.349 length (ft) angle 0.500 10 Year 24 -Hour SCS Method name: Emergency Spillway diameter or depth (in) 8.000 5z7.000 volume (cy) 104.720 Area (acres) 4.790 length (ft) 9.800 width for rect. (in) o.000 angle 0.500 CN 94.100 side angle 0.000 coefficient o.000 volume (cy) 159.989 Storage pipe 4 Type z rainfall, P (in) 5.600 coefficient 3.300 invert (ft) 533.000 invert (ft) 529.000 multiple 3 Storage I i name: Header #z diameter (in) 12o.000 time of conc. (hrs) 0.1000 multiple 1 discharge into riser name: #z diameter (in) 22o.000 length (ft) 36.000 time increment (hrs) 0.0200 discharge out of riser length (ft) invert (ft) 527.000 time limit (hrs) 30.000 55.000 angle 0.500 fudge factor 1.00 grouted Outlet structure z invert (ft) 527.000 angle 0.500 volume 20 (cy) 204.7 true Culvert peak flow (Ch) 29.856 name: Barrel volume (cy) 159.989 Stark-Elevation(ft) ft () 527.00 Vol.(cy) 0.00 peak time (hrs) 11.917 multiple 1 volume (cy) 316o.849 discharge out of riser PROPOSED COVER OVER CMP IS APPROXIMATELY 12 " -24" dt CONTRACTOR SHALL ENSURE COVER IS NO LESS THAN 12" 1W MIN. TYR D (in) 18.000 h (in) o.000 Length (ft) 247.000 Slope o.o69 Manning's n 0.013 Inlet coeff. Ke 0.500 Equation constant set 3 Invert (ft) 496.000 FOR ADDITIONAL BACKRLL INFORMATION, ON THIS SHEET. SEE "BACKFILL DETAIL." 1 ovERrtoh AREA n b (3►05'ORIFICFs INV- N12A00 - N610.OR FICE a INV -alto& (REINFORCING ANGLE TO BE DESIGNED AT FINAL. WiAWINOB) WEUt PLATE DETAIL SCALE, I ".5' NOTE: TYPICAL BULKHEAD DETAIL WEIR COE. 0 6 ORIFICE COEFF.E:FF. SCALE: N.T.B. TYPICAL SECTION %1M SCALE: N.T.S. PLAN -4'(r- FRONT TYPICAL MANWAY DETAIL &CALF: N.T,&. UM TS OF pewr D BACKFILL NOTE: MULTIPLE- STATE' WEIR PLATE OUTFALLSi INTO 24" CL. III RCP B 0120'SYSTE10I D .............. INV.-52742 E i C I 0120BYSTEM .......... INV '527.28 u E MUG0.'+R BANDS, Sm oETA L S NOTES • ALL RISER Ate STUB CM404SKMO ARE TO CLT.TERLIN[ ALL ELEVATORS, DIMEKSIONS, AND LOCATIONS OF RISERS AND INLETS. SMALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO REIZASINO MR rABRICATRON. + ALL RTTINOSAND RF1NFORCEME3AT COMPLY WITH ASTM AM. • ALL AI3M AND $TUBE ARE ZW x)5- CORRUGATION AND 180AOE UNLE>sa OTHERWISE NOTED. • R SF.RS To BF FIELO TRIMMFD Tn GRADF. • 024' CMP STUB SHALL BE CONNECTTO TO 024• RCP I AND GROUT BY CONTRACTOR AS NARY, • COATRAL; FOR TO GROUT CONNECTRAa FROM RCP TO CMP AS NECESSARY. /� • OW CMP STUB 19 OVERSIZE FOR RCP TO CIVP UUNNECrm FITTINGS AND MISCELLANEOUS I PIECE OTY 0 CORRUGATION GAUGE FINISH LENGTH Ai 1 126 BULKHEAD 12 OALV - A2 1 24 2 213 x 112 16 ALT2 z4r A3 1 38 22/3x in If ALTO @ -r PA AS 1 1 120 36 WER PLATE 2 213 x 112 12 <Rs GALV ALT2 V_r lit 1 30 2 2J3 x V2 '6 ALT2 B r 1117 1 in 7 ?lSrlfl 'f ALT? 6'•+T BANN 13 120 LACOM a _ STORM WATER MANAGEMENT SYSTEM SCHEMATIC WEIR PLATE DETAIL OVERFLOW AREA (29 +s >f) IS EMERGENCY /OVERFLOW APPROXIMATELY EQUIVAILENT SPILLWAY ELEV. =533.0 TO THE CAPACITY OF A 072" WEIR COEFF. =3.3 PIPE 3 -08" OVERFLOW 000 ORIFICES AT EL. =529.0 `O 010" LOW -FLOW ORIFICE EL =527.0 ELEV =527.0 ORIFICE COEFF. =0.6 CONTRACTOR SHALL INSTALL NOW - CLOGGING SCREEN ON WEIR PLATE TO ACT AS TRASH RACK DEVICE. SOIREM SHALL ALLOW DRAINAGE AND SMALL PAR77CLES TO PASS, BUT STOP LARGER DEBRIS FROM CLOGONG THE OPENINGS TRASH RACKS SHALL BE INSTALLED ON ALL ORIF7CES PER VSMH TECHNICAL SULLE771V /7 NOTE: DETENTION SYSTEM TO BE PRE - MANUFACTURED AND DELIVERED TO THE, SITE. ALL INSPECTION MANHOLES, HEADWALLS, AND WEIRS SHALL BE INSTALLED PRIOR TO BEING DELIVERED TO THE SITE TO PREVENT CORROSION WEAKNESS AT THE JOINTS. ENGINEER TO REVIEW AND APPROVE SHOP DRAWINGS. 024" CL. III - RCP BYPASS 024" CL. III RCP BYPASS 018" CL. III RCP OUTFAL 36 "ACCESS RISER FOR ADDITIONAL BACKFILL INFORMATION, ON THIS SHEET SEE "BACKFILL DETAIL." 0120" CON TECH 12GA. ALUMINIZED TYPE 2 CMP USED FOR UNDERGROUND DETENTION SYSTEM (TYP.) 1� R. COLLINSZ� No. 35791 �F IONAL Et / J Z O 0° N .., z (n Z g W w W O J i z LL aC > z W ce 0 N O ,-1 ('r ce L9 �--� W M M Z W N U Z V) 0 o N F- 0 0*4N 0 WNQ��v- W -� w v' w z W `Y U z w .. J z_ v _j W /^ ,O R� O J C � � aN C W Q W �o U L9 P-4 Ce o �• O r' W Z i- a x W c= x W W W �� Z �7 UY W Q I� p C7 C Ul F-4 �Q o 13� 0-4 W " z W W � W o v� ' w z 0 W 3: c� Iz Q D J C O 0 � U w� F- ° �2 L .2 W 0 U O i W W r o •W U _0 O W U. x ° ai W V 0 O C O ti �0 cV t7u E � °' w _ 0.? CL rn 0 Fn JOB NO. c 102036 .2 0 SCALE ° AS SHOWN 3 C 0 v a SHEET NO. a a 25 N 4 N 4) T CROWNED FLUME 7 WAMR arRMBNo ItISB9. t� FLUME - SLOPED TOWARDS FILTERRA THROAT 141tOpIMi 0 w► aw""W rs? e � --I- SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE sEt1 W FOR WAILS MW SHOW S7AfOM11D AO' 11061NG PRECAST OOK W-L IN FL7Mh%k I. 141sT x AT A M1X11ER SECTION VIEW ELEVATM Ta zN�rF = STANDARD FILTERRA THROAT OPENING FLEnIn.111c nNLN:t °R VO Wo S�1FON8 OF OIRApMN09 ARE ONLY PElii11117Eb ORIMNIND lS+11aJ1M IN I*r FMS f0ftW- IMFMTTEaL AUTItORI7JrRIkV FIio1M F1L1E1�► mm 02 -27-06 1 Oa wr-4 d ����% Ipu.T�l+� Tflll!'i�AT OPR1l� A-M Only W OR PLYA WrAIL ur C4E 4tsn tlM �4faaaer6rA..le,+l �, KEY 0 1. R GID OR FLEXIBLE PAVEMENT 2. GRANULAR ROAD SASE 3. 1r 14 M FOR TJIAMFTFRS TH11KRIGi 911• 18' MA, FOR DIAMETERS FROM 102" AND LAROM W-ML11ED TO TOP OF RIO 0 OR BOTTOM OF FM OM PAVEMENT. 4. ,Rrl' PCT GRMJ1 A AR F114 PFR AASHTO AAW Al, A2 OR A7, OR APPROVED EtLIAL, PLACED P. V LIFTS (OOMPACTEO TO MIN. w% STANOMW DENSITY PER AA&: M T99.) S. URANULAR da,MJIWU. HOUGI LY SHARE 10 F T THE 80rrom OP PIPE. 4' TO Ir IN DEPTH FQUNLTAI I0"FDDWG PREPAWITNIN PR101i TO PI.ACN10 THE BEDDING, 111E FOUNDATION MUST BE CCNBTRUCTE7 TO A UN FORMAND STABLE GRADE. I N THE EVENT THAT UNSU TABLE ="DATICN MATEiRIA..S ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE lA1TM A FILL MATERIAL AS APPROVED BY THE ENGINEER ONCE THE FOUNDATION PREPARATION 13 COMPLETE. 4 " -6" OF A WELLS WFU GRANULAR MATERIAL SHALL BE PLATED AS THE SEOCING, BACKELL THE 6ACKFILL SHALL SE AN A1. A2 OR A3 ORIWJLAR FILL PER AABMTO M145. ORA WELL- GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER (SEE INSTALLATION GUIDELNES) THE MATERIAL SHALL BE PLACED N r LOOSE LIFT8 AND OOMPACTED TO W% AABHTO TOO STAAAARD PROCTOR DEN& TV, WHEN RACING THE FIRST LIFTS OF BACKFILL T W PAPORTANT TO MAKE SURE THAT THE SACK'FILL IS PROPERLY COMPACTED UNDER AND AW]L,ND THE PI)F HAUNCHES. HACKFtt swa I. BE PIACPD SUCH THAT TFFRF IS NT) K)RF TWIT A 7V/0 LIFT (167 DIFPFJI MAL BETWEEN ANY OF THE PIPES AT ANY TIME OWING THE SACKFILL PROCESS, THE SAGLPILL SHALL BE ADVANCED AO-ONO THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE To AVOID DIFFERENT AL LOAD NO ON THE PPE. OT4ER ALTERNATE BACOLL MATER AL MAY BE ALLOWED DEPENDING ON SITE SPECIF C CONDIT ON& AS APPROVED BY SITE ENS NEER, 1 BACKFILL DETAIL SCALE: N.T.S. NOTE: FOR ADDITIONAL INFORMATION REGARDING CONTECH MATERIALS, PLEASE CONSULT GREG NESTER AT GNester@contech-cpi.com OR AT (540) 797 -6499 FILTERRA WATER QUALITY DETAILS NTS CURB MET ti PLAN VIEW ST,W1ARl) TRANSRION IN" N NV W NUGT cum me SMDAM TO Wt R WMR RYP) THM UW IW �1'7 TNLRL� --- -'Mr•- -' -i► WFaNf GLT1'IEtt Roar DEPRESSED Lt Ur= AT 1FIBOAT CPO" CMP) FlPLOWLM R W PLONK mm v ELEVATION VIEW IMUMNO FILTERRA UNIT 16 5�1N'1 &,V•.r�AR xW Or) �7 �1•' •{ • 1•A •�1.•. U01 RDD" SYMM TD 1 NY'AM8VCWr �Orrr nr roMrp CROSS SECTION MODM1t9►T10N4 OF DRI &V= ME ONLY PEAA1(17ED w %VW'NX AU"*X17il M FROM FRXVMi1 Me 07 -07 -08 OMNB F1.P -2 a , � ran ri11111+ur► Tom. �auorlull� Q�PWOlRRIgrA�L•nl AM OULW IDO5. - BOLT, SAR AND STRAP CONNECTOR IBA` BAR i 1.19 Hll(iGiHi OW BOLT �� ' TH" /' MN. WIDE FIAT NEOPRENE OASWT FLAT GASKET CONNECTION DETAIL SINGLE BOLT, BAR AND STRAP GENERAL NOTES 1. SANDS ARE NORMALLY FURN SHED AS FOLLOWS: 17, THRU 4N•, 1•PIECE S4' ThRRU W. 2-PIECE 101Y THRU 144', 3-PIECES 2, SAND FASTENERS ARE ATTACHED W7H SPOT WELDS, R VETS OR HAND WELDS i. RERCLLED ANNULAR END CORRUGATTJNS ARE NORMALLY 2%'x)6'. D MENS DNS ARE SUBJECT TO MANUFACTURING TOLERANCES r2-'N, H-12 HUGGER BAND DETAIL 3 SCALE. N.T.S. ELEV= 537.28 ELEV. =537.0 --- ELEV. =536.0 ELEV. =535.0 ELEV. = 534.0 ELEV. =533.0 ELEV. =532.0 ELEV. =531.0 ELEV. = 530.0 ELEV. =529.0 ELEV. =528.0 ELEV. =527.2 0120" CONTECH 12GA. ALUMINIZED TYPE 2 CMP 0.57 SLOPE ELEV. =527.0 CONTECH UNDERGROUND DETENTION DETAILS (SCALE: AS SHOWNI) VOLUME SUMMARY & SCHEMATIC OF 0120's CMP DETENTION N.T.S. 0.59; LS OPE ELEV. =527.0 _. ELEV. = 537.0 ELEV. = 527.0 ELEV. = 536.0 ELEV. =535.0 ELEV. = 534.0 I ELEV. =533.0 ELEV. = 532.0 ELEV. =531.0 ELEV. =530.0 ELEV. = 529.0 ELEV. = 528.0 TEMPORARY COVER FOR _ CONSTRUCTION LOADS HEKf1fT 1 COWM , .;-si rool, t. 1 Graham Murry 804 L. Jefferson St, ' Charlottesville, VA 22902 filterra October 25, 2010 acAtal.mslonx„lxraunNOA. Plan Review of Fitterra40 'own Center Movie Theater, Albemarle, VA CONSTRICTION LOADS FOR TEMPORARY CONSTRUCTION V8iQE LOADS. AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REWRI,D OVER TH IE TOP OF THE PIPE. THE HE W-OF -COVET SHALL MEET THE MINIMUM REQLRRGANIP B SMONW IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION E ,XIIPMENT NFCMTA793 GREATER PROTECTION FOR THE PNP THAN FLAMED GRADE COVER MINIMUMS FOR NORMAL H ONWAY TRAFFIC, PIPE SPAN, Ar WIN 4-W tY.IHIIt 71f'.7NT ; :i. •. •i. Im 1 6045 76110 I 110.16D THE NATIONAL CORRUGATED STEEL PIPE A880gAT ON MINIMUM COVER (FT) 2.0 26 SA SO 1242 48.72 3.e S,0 3J) 40 78- 120 v 4. 40 i, CAST - 4-44AM i' • ' _ �' M CUTTER IF THIJRE ARE ANY MX:ONSISTENCIES ORCONFLICTS AND THE CONTRACTOR SHOULD DISCUSS AND RESOLVE THE CSP SHALL BENMNUFACTJREOINACDORDANCEWfTN THE APPLICABLE MWTH THE SITE ENGNEER REQUIREMENTS OP AASHTO MSG ORASTM A700. THE PIPE 31M& GAGES YHFMAT PROIEO11014 WOW AND CORRUGATIONS SMALL BE AS SHOWN ON THE PROJECT PLANS. ► '. DO WT RRi1011E BARS ♦ 12` 061 91f AMB OAST KAI�i!'nf A•` +� =.• '�j{L ,tam �COrnt�il.Tt�AtC�ttdpt Tb eE 1��11Euj1r,T��yA.�•S� .:.'- RLiEL }' •, p,� �N�IMl, POURED TO W&WILL9101 OF FaD POURED WrMR r-•` }, �. �' '°' ►6O1('omw PRECAST OOK W-L IN FL7Mh%k I. 141sT x AT A M1X11ER SECTION VIEW ELEVATM Ta zN�rF = STANDARD FILTERRA THROAT OPENING FLEnIn.111c nNLN:t °R VO Wo S�1FON8 OF OIRApMN09 ARE ONLY PElii11117Eb ORIMNIND lS+11aJ1M IN I*r FMS f0ftW- IMFMTTEaL AUTItORI7JrRIkV FIio1M F1L1E1�► mm 02 -27-06 1 Oa wr-4 d ����% Ipu.T�l+� Tflll!'i�AT OPR1l� A-M Only W OR PLYA WrAIL ur C4E 4tsn tlM �4faaaer6rA..le,+l �, KEY 0 1. R GID OR FLEXIBLE PAVEMENT 2. GRANULAR ROAD SASE 3. 1r 14 M FOR TJIAMFTFRS TH11KRIGi 911• 18' MA, FOR DIAMETERS FROM 102" AND LAROM W-ML11ED TO TOP OF RIO 0 OR BOTTOM OF FM OM PAVEMENT. 4. ,Rrl' PCT GRMJ1 A AR F114 PFR AASHTO AAW Al, A2 OR A7, OR APPROVED EtLIAL, PLACED P. V LIFTS (OOMPACTEO TO MIN. w% STANOMW DENSITY PER AA&: M T99.) S. URANULAR da,MJIWU. HOUGI LY SHARE 10 F T THE 80rrom OP PIPE. 4' TO Ir IN DEPTH FQUNLTAI I0"FDDWG PREPAWITNIN PR101i TO PI.ACN10 THE BEDDING, 111E FOUNDATION MUST BE CCNBTRUCTE7 TO A UN FORMAND STABLE GRADE. I N THE EVENT THAT UNSU TABLE ="DATICN MATEiRIA..S ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE lA1TM A FILL MATERIAL AS APPROVED BY THE ENGINEER ONCE THE FOUNDATION PREPARATION 13 COMPLETE. 4 " -6" OF A WELLS WFU GRANULAR MATERIAL SHALL BE PLATED AS THE SEOCING, BACKELL THE 6ACKFILL SHALL SE AN A1. A2 OR A3 ORIWJLAR FILL PER AABMTO M145. ORA WELL- GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER (SEE INSTALLATION GUIDELNES) THE MATERIAL SHALL BE PLACED N r LOOSE LIFT8 AND OOMPACTED TO W% AABHTO TOO STAAAARD PROCTOR DEN& TV, WHEN RACING THE FIRST LIFTS OF BACKFILL T W PAPORTANT TO MAKE SURE THAT THE SACK'FILL IS PROPERLY COMPACTED UNDER AND AW]L,ND THE PI)F HAUNCHES. HACKFtt swa I. BE PIACPD SUCH THAT TFFRF IS NT) K)RF TWIT A 7V/0 LIFT (167 DIFPFJI MAL BETWEEN ANY OF THE PIPES AT ANY TIME OWING THE SACKFILL PROCESS, THE SAGLPILL SHALL BE ADVANCED AO-ONO THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE To AVOID DIFFERENT AL LOAD NO ON THE PPE. OT4ER ALTERNATE BACOLL MATER AL MAY BE ALLOWED DEPENDING ON SITE SPECIF C CONDIT ON& AS APPROVED BY SITE ENS NEER, 1 BACKFILL DETAIL SCALE: N.T.S. NOTE: FOR ADDITIONAL INFORMATION REGARDING CONTECH MATERIALS, PLEASE CONSULT GREG NESTER AT GNester@contech-cpi.com OR AT (540) 797 -6499 FILTERRA WATER QUALITY DETAILS NTS CURB MET ti PLAN VIEW ST,W1ARl) TRANSRION IN" N NV W NUGT cum me SMDAM TO Wt R WMR RYP) THM UW IW �1'7 TNLRL� --- -'Mr•- -' -i► WFaNf GLT1'IEtt Roar DEPRESSED Lt Ur= AT 1FIBOAT CPO" CMP) FlPLOWLM R W PLONK mm v ELEVATION VIEW IMUMNO FILTERRA UNIT 16 5�1N'1 &,V•.r�AR xW Or) �7 �1•' •{ • 1•A •�1.•. U01 RDD" SYMM TD 1 NY'AM8VCWr �Orrr nr roMrp CROSS SECTION MODM1t9►T10N4 OF DRI &V= ME ONLY PEAA1(17ED w %VW'NX AU"*X17il M FROM FRXVMi1 Me 07 -07 -08 OMNB F1.P -2 a , � ran ri11111+ur► Tom. �auorlull� Q�PWOlRRIgrA�L•nl AM OULW IDO5. - BOLT, SAR AND STRAP CONNECTOR IBA` BAR i 1.19 Hll(iGiHi OW BOLT �� ' TH" /' MN. WIDE FIAT NEOPRENE OASWT FLAT GASKET CONNECTION DETAIL SINGLE BOLT, BAR AND STRAP GENERAL NOTES 1. SANDS ARE NORMALLY FURN SHED AS FOLLOWS: 17, THRU 4N•, 1•PIECE S4' ThRRU W. 2-PIECE 101Y THRU 144', 3-PIECES 2, SAND FASTENERS ARE ATTACHED W7H SPOT WELDS, R VETS OR HAND WELDS i. RERCLLED ANNULAR END CORRUGATTJNS ARE NORMALLY 2%'x)6'. D MENS DNS ARE SUBJECT TO MANUFACTURING TOLERANCES r2-'N, H-12 HUGGER BAND DETAIL 3 SCALE. N.T.S. ELEV= 537.28 ELEV. =537.0 --- ELEV. =536.0 ELEV. =535.0 ELEV. = 534.0 ELEV. =533.0 ELEV. =532.0 ELEV. =531.0 ELEV. = 530.0 ELEV. =529.0 ELEV. =528.0 ELEV. =527.2 0120" CONTECH 12GA. ALUMINIZED TYPE 2 CMP 0.57 SLOPE ELEV. =527.0 CONTECH UNDERGROUND DETENTION DETAILS (SCALE: AS SHOWNI) VOLUME SUMMARY & SCHEMATIC OF 0120's CMP DETENTION N.T.S. 0.59; LS OPE ELEV. =527.0 _. ELEV. = 537.0 ELEV. = 527.0 ELEV. = 536.0 ELEV. =535.0 ELEV. = 534.0 I ELEV. =533.0 ELEV. = 532.0 ELEV. =531.0 ELEV. =530.0 ELEV. = 529.0 ELEV. = 528.0 TEMPORARY COVER FOR _ CONSTRUCTION LOADS HEKf1fT 1 COWM , .;-si rool, t. 1 Graham Murry 804 L. Jefferson St, ' Charlottesville, VA 22902 filterra October 25, 2010 acAtal.mslonx„lxraunNOA. Plan Review of Fitterra40 'own Center Movie Theater, Albemarle, VA CONSTRICTION LOADS FOR TEMPORARY CONSTRUCTION V8iQE LOADS. AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REWRI,D OVER TH IE TOP OF THE PIPE. THE HE W-OF -COVET SHALL MEET THE MINIMUM REQLRRGANIP B SMONW IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION E ,XIIPMENT NFCMTA793 GREATER PROTECTION FOR THE PNP THAN FLAMED GRADE COVER MINIMUMS FOR NORMAL H ONWAY TRAFFIC, PIPE SPAN, AXLE LOADS (k4n) INCHES SHALL BE IN ACCORDANCE WITH RECOMME7q/1TION6 OF Im 1 6045 76110 I 110.16D THE NATIONAL CORRUGATED STEEL PIPE A880gAT ON MINIMUM COVER (FT) 2.0 26 SA SO 1242 48.72 3.e S,0 3J) 40 78- 120 3.0 3.6 4.0 40 129144 8.6 4.0 4A 46 •M H WUM COVER MAY VARY. DEPENDING ON LOCAL. CONDITIONS. 114E CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REM UM TO AVOID ONAGE TO THE P PE. MINIMUM COVER IS AIEABURED FROM THE TOP OF THE PPE T-10 THE TOP OF THE MWNTANED CONSTRUCT ION ROADWAY SURFACE. 31 CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. Dear Sirs Thank you for submitting the revised plans on 25 October 2010 ror our review or the 'town CcTller MoVic "!' zter project. Fit terra°C structures 140 (130), 1l4 (12x4),144 (Ox4), 150 (13x7), F48A (8xO) , and 14813 (8x6) were studied for, • Planned F'ilterraW box -47c • Filtnrra& contributing drainage area meeting project's regional sizing specification • 1:il11:r1 a invest elevations arc: hig&r than effluent invert elevations • The hypass is lower than the Filterra(i` elevation (.gxnt elevations) • The grading pattern encourap cross linear flow and not head -exi flow • The Filtcrra',x` outlet drain pipe is si7gd correctly and exits perpendicular to the wall • For any conflicting structures such as storm drain pipes below Filterralf> • For most efficient placement of Fihena* units • 4 -6" opening throat detail and standard notes on plans The plan review concluded that The FilterrO structures listed above were situ d and sized appropriately to treat stonmvatcr to our published spccifiattions. Operatienal consistency with these spccificaticms is contingent upon the storm-water units being installed /x)rrectly and according to the plans, as well as regular maintenance being performed. Installation Help documents will be forwarded to the Buyer at time of order_ '11Mc Filtcrre Installation, (4wratiom and Maintmance Mammal will be made available upon request. Yours sincerely v T)ean Raddont Engineer Support Manager NiltcrTa(p) 13ior1ciclmtion Syatcros Mawract=d by Amcricxsl 1': (KO4) 798 -6068 ItMERICAST 11352 V lr&ia Precast Road F: (804) 798 -9400 n4t0d WM1tlL =t Nil eopd "L Ashland, VA 230()5 F.: &- s4p@:filtcrmcam www.fiftara.Lxom A ACCESS CASTING TO BE PROVIDED AND INSTALLED 16Y CONTNAC1i1N. GASKET MATERAL a prP wee+e SUFRCENTTO PREVENT SLAB 9"M DEWING ON RISER TO BE PROVIDED WY CONTRACTOR 86- -- 11•TYP. fP!t71-K:A1LM FOR 0CWUGA%: V STEEL. NIi7aALiJMA1 /_EG IYPE 26TEEL HANDLING AND ASWIN5SLY SCOM SHALL BE IN ACCORDANCE WITH RECOMME7q/1TION6 OF THE NATIONAL CORRUGATED STEEL PIPE A880gAT ON THES WCIFICAT1ON COVERS TNEMANUFACTtME AND INS TALLATIONOF PC" THE CORRUGATED STEEL PIPE (CW, DETAR.ED N THE PROJECT PLANS, REINFORCING PRESSURE NSTALLATION MATERAA11 2 DEMON LOAD I KM BARS AO REQUIRED TO MAINTAIN SAR COVER, SHALL BE IN ACCORDANCE WTH AA24M STANDARD THE AL.UMN ZED TYPE 2 STWL COILS SHALL CONFORM TO THE APPLICABLE SPECIF CATION& FOR H GMNAY &R OGE8, SECTION 28, REC U RWENTS OF AASHTO M274 OR ASTM AI29. D VISION R OR ASTM AM AND N 00I NFORLIANCE 2:410 MATH THE PROACT PLANS AND SPECIE CATIONS. pipe IF THIJRE ARE ANY MX:ONSISTENCIES ORCONFLICTS #6 a tr OCEW THE CONTRACTOR SHOULD DISCUSS AND RESOLVE THE CSP SHALL BENMNUFACTJREOINACDORDANCEWfTN THE APPLICABLE MWTH THE SITE ENGNEER REQUIREMENTS OP AASHTO MSG ORASTM A700. THE PIPE 31M& GAGES $5 a 1r OCEW AND CORRUGATIONS SMALL BE AS SHOWN ON THE PROJECT PLANS. rf 13 ALWAYS THE RESPO MILITY OF THE CONTRACTOR *r x 44' TO FO,.LOW OSHA GUIOEUNES FOR SAFE PRACT CES ALL FABRICATION OF THG PRODUCT SHALL OCCUR WfrHIN THE 1.800 UNRE3)87ATE06 of ei M DIAUUNAL TRIM BAR (TYP.4 PLACES) am NOTE I. t OPENING IN PRCYrSCT10" SLAB FOR GWTINO IN ERRUP'" MR ReMAC54I NT, SEE NOTE B, SECTION VIEW .r--CA N tTJ !3B 0400GUNAL INM BAIL ITYP 4 PLAMM. - am NOTE 7. r COVER MP) I L OPENING N PROTEC7ION _.. eL Sw 1�ue CAVING REINFORCING TABLE G CMP 013 SEE TABLI- BEE TABLE - BEARING RISER A 08 REINFORCING PRESSURE SAAB A MN IVUM OF 12' BEYOND OPENING. am 2 DEMON LOAD I KM BARS AO REQUIRED TO MAINTAIN SAR COVER, (PS19 24' e N 2r 05 O 1r ocm 2:410 414• S RENFORcM STEEL -ASTM A613. GRACE SO. #6 a tr OCEW 1,760 Nr oe 4-W 3r $5 a 1r OCEW 2120 *r x 44' 06 1Z' OCEW 1.800 9B' of '°' ►6O1('omw too 6• x y 06 i ur ocEw 1.360 ar 4T 5� 44 rs @ 1D' oerw 1,7" �. x sNa� 46 0 0.00E11V 11210 is lr M6 � 9.00tIY 1.8110 06411rocew 1.100 - ABSUVED SON. BEARING CAPACI TY \"N STANDARD STANDARD / RE NFORCM REINFORCING. - 013 SEE TABLI- BEE TABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW NOTES 1. DES ON (N AccoRwiCE wan AASHTO. ITBL ED i mn r TRIM OPENING mrm a AGmAL #4 BARS. EXTEND SAAB A MN IVUM OF 12' BEYOND OPENING. am 2 DEMON LOAD I KM BARS AO REQUIRED TO MAINTAIN SAR COVER, 3 EARTH L ENER • I' MAX. 4 PRDIF.CTN)N FLAB AND ALL MATERIALS TO BE PR()VIOF0 MD IN.4TAURD BY CONTRACTOR. 4 CONCRETE STRENGTH =3,500 in i S RENFORcM STEEL -ASTM A613. GRACE SO. NO VA [� MAN HOLE CAP DETAIL THIS S1Mi Pt/W8 4 SCALE: N.T.S. \"N STANDARD STANDARD / RE NFORCM REINFORCING. - 013 SEE TABLI- BEE TABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW NOTES 1. DES ON (N AccoRwiCE wan AASHTO. ITBL ED i mn r TRIM OPENING mrm a AGmAL #4 BARS. EXTEND SAAB A MN IVUM OF 12' BEYOND OPENING. am 2 DEMON LOAD I KM BARS AO REQUIRED TO MAINTAIN SAR COVER, 3 EARTH L ENER • I' MAX. 4 PRDIF.CTN)N FLAB AND ALL MATERIALS TO BE PR()VIOF0 MD IN.4TAURD BY CONTRACTOR. 4 CONCRETE STRENGTH =3,500 in 9 DETAIL OESIG"BY DELTA ENGINEERING. BWOHAMTON, NIL. S RENFORcM STEEL -ASTM A613. GRACE SO. 5 PROVIDEADDRONALR5WORGNGAROLM OPEN NOS EQUAL TO THE BARS INTEIRRUKED. HALF EACH SIDE. ADDITIONAL BARS TO SE lk [� MAN HOLE CAP DETAIL THIS S1Mi Pt/W8 4 SCALE: N.T.S. SCO`IT R. COLLINSZ No. 35791 12� �Z'*IONAL V6��' a Z aD O N U Z Ln L3. w o° Z N O � 5 Z gJ C biZ-•• W Ice 0 N O (3**N Q. W M Z W N U d- Z cn Z O ON o N W N W Jv, 5) U W ,- 0 O ^ o C 0 O 1••�i T 1H ° W L9rH Q o ° L N W Z I-•�- W O U W W W U L 0 \/1 W d > E w > v Ul C ��,, v ►►�-1 W 0 z �..., it W Q W Z Z WW W CL � W z J o U 0 0 o L Wa 0 L w W U � x ♦ `i a� a c O � N w E O w ' U G0.. N v JOB NO. 102036 0 SCALE ° v AS SHOWN v C v SHEET NO. o 26 UNDERGROUND DETENTION SYSTEM (ROUTED) OUTFALLS INTO BIORETENTION BASIN ALSO ROUTED NOTE: THE UNDERGROUND DETENTION SYSTEM WAS ROUTED AND THEREFORE REDUCED THE OUTFLOW. THE UNDERGROUND DETENTION SYSTEM CALCULATIONS REPRESENT THIS. THE BIORETENTION BASIN WAS ALSO ROUTED AND THEREFORE ALSO REDUCED THE OUTFLOW. THE BIORETENTION BASIN ROUTING CALCULATIONS ASSUMED NO UPSTREAM DETEN77ON OCCURRED TO ACQUIRE THE LISTED ELEVA T70NS & ROUTING CALCULATIONS SHOWN ON THIS PLAN. THIS IS OBVIOUSLY A WORSE CASE SCENARIO BECAUSE IT ASSUMED NO DETENTION OCCURS WITHIN IN THE UNDERGROUND DETENTION FACILITY. DESPITE THIS, 1' OF FREEBOARD WAS S77LL OBTAINED ON THE 100 YEAR EVENT. HOWEVER FOR THE PURPOSES OF THE CHANNEL ADEQUACY REPORT THE DETENTION FROM THE UNDERGROUND DETENTION SYSTEM WAS SUBTRACTED FROM THE BIORETENTION BASIN'- OUTFALL HYDROGRAPH TO SIMULATE ONE SYNCHRONIZED SYSTEM. Routing Method: storage- indication Inflow Hydrographs Inflow Hydrographs Outlet Structure iooYear 3 Inflow Hydrographs 2Year inflow (cfs) 88.636 at 11.92 (hrs) 1ooYear Area (acres) 8.950 3 Outlet Structures Outlet structure o discharge (cfs) 82.110 at 11.96 (hrs) Area (acres) 8.950 CN 89.600 CN 89.600 Type 2 Weir name: Emergency Spillway water level (ft) 499.969 at 11.96 (hrs) storage (cy) 1254.o36 Type 2 rainfall, P (in) 3.700 length (ft) 15.000 rainfall, P (in) 9.1oo time of conc. (firs) o -2000 side angle 63.43o 1oYear time of conc. (hrs) 0.1000 time increment (hrs) 0.0200 coefficient 3.300 inflow (cfs) 49.888 at 11.92 (hrs) time increment (hrs) o.o2oo time limit (hrs) 3o.000 fudge factor 1.00 invert (ft) 499.000 multiple 1 discharge (cfs) 43.000 at 21.98 (hrs) time limit (hrs) 30.000 water level (ft) 499.413 at 11.98 (hrs) fudge factor 1.00 routed true discharge through dam storage (cy) 1017.759 routed true peak flow (cfs) 29.507 peak flow (cfs) 89.054 peak time (hrs) 11.917 Outlet structure 1 2Year peak time (hrs) a1.9a7 volume (cy) 3323.947 inflow (cfs) 29.369 at 11.92 (hrs) volume (cy) 9428.367 Basin Input Data Curve name: Anti - Vortex Device discharge (cfs) 21.203 at 12.02 (hrs) water level (ft) 498.88o at 12.02 (hrs) aoYear multiple 1 Invert (ft) 497.400 storage (cy) 805.754 Area (acres) 8.950 BasinFiow printout discharge into riser gent into CN 89.6o0 file: t Type 2 INPUT: OF FOREBA Y rainfall, P (in) 5.600 time of conc. (hrs) 0.1000 Basin: HTC Movie Theater Bioretention Basin Outlet structure 2 Culvert time increment (hrs) 0.0200 3ContourAreas name: Barrel multiple 1 P time limit (hrs) 3o.000 fudge factor 1.00 Elevation;ft) Area(sf) Computed Vol.(cy) discharge out of riser r9 routed true 496 40 7191.00 0.o 498.00 925LOO 4859 D (in) 18.000 h (in) o.000 peak flow (cfs) 50.123 500.00 u917.00 1267.8 peak time (hrs) 11.917 Len (ft) 6o.000 9� volume (cy) 53o6.553 Start Elevation(ft) 496.40 VOI.(cy) 0.00 Manning Slope 0 3 n 03 84 Vs Inlet coeff. Ke 0.500 UTILIZE THE PROPOSED Equation constant set 3 108 Invert (ft) 488.000 -a Homogeneous Embankments w/SeepaKe Controls ""Meous nN "-hut OR trenC11 4' below su'toble Soil or rock L _ - - _ _ _mat- _ - J TYPICAL HOMOGENEOUS EMBANKMENT Transition fill ock or gravel Outlet Perforated collector Foundarkm drail ilk+" drain FOUNDATION DRAIN BLANKET DRAIN dtd11 1 Yi aw K led -j ddmin or gravel to I e �• Tronetiion finer Transition filter CHIMNEY DRAIN TOE DRAIN r. \3_01 -ta Suurcx: SCS E'ngwvering 14rid A.rtrnaal 3.01-3 100 YEAR 3' WIDE FOREBA Y TOP 100 YEAR HANSON W. S E. = 499.97 OF DAM ELEV.= 500.00 W.S.E. = 499.97 CONCRETE 10 YEAR CLEAN -OUT W/ 10 YEAR ANn- VORTEX W.S.E.= 499.41 WA TER TIGHT W.S.E.= 499.41 3 OF PEA GRA VEL CAP 50 0. C. TRASH RACK 10 WIDE TOP OF DAM 2 YEAR SHALL BE PLACED ELEV =497.4' 2 YEAR ELEV.= 501.00 W.SE.= 498.88 BETWEEN THE FILTER (Typ,) W.SE. =498.8 15' WIDE DECORATIVE WEIR OVER CONC. 41 MEDIA AND THE UNDERDRAIN MEDIA OUTFALL CHANNEL. WEIR ELEV. =499.0 - . o w/ 2:1 SIDE SLOPES MAX. EMBANKMENT 46 SLOE 42 51 N HT. =11' (501 -490) 55 376 THE PROPOSED 58 84 SEDIMENT BASIN's RISER & 82 + +P t t -t --- �-- -t r PLUG THE DEWATERING BOTTOM 84 ORIFICE. 024" RISER OF FOREBA Y 3. MIS ELEV. =497.4 496.40 98 114 1 76 1.5' 6B eo 4i MIN. 114 84 Vs ELEV. 10.0' MIN. 497.40' UTILIZE THE PROPOSED 86 108 SEDIMENT BASIN's BARREL 90 6.83 60 LF ® 3.3X 3' WIDE FOREBA Y BOTTOM 6" PERFORA7FD SCHEDULE 40 INV. IN= 492.0' CONCRETE WEIR OF B10FIL7FR PVC PIPE OR EQUIVALENT AAA2. STATE APPROVED MIX. TOP ELEV.= INV. OUT-- 488.0' ELEV.= 496.40 493.4 MIN. 1.OX SLOPE (MIN.) TO OUTFALL 12b 14( PIPE PROVIDED ACROSS EN77RE 497.4 (TYP.) DEPTH= 2.5' MIN., MIN, 4' WIDE & 4' DEEP UNDERDRAIN GRAVEL WID7H ® 20' O.C. SLOPE= O.00X IMPERVIOUS CORE .3c (AASHTO M43 MIN. CUTOFF TRENCH WITH 1:1 1 A80VE &BELOW UNDERDRAIN PIPE) SIDE SLOPES. SEE DETAIL ON THIS SHEET FOR BIORETENTION BASIN ADDITIONAL INFORMATION. (NOT TO SCALE) sionnwatair Managarnent t A ~r ` e" a vent Cast In Top Bleb em View A1r#VWw Oep O.D. Anti•Wxta Ow I.D. 4 NoW. Dlsmdw l 1 AWK (1.) AtdWoAsx devke (GNP' snd Weary WMftorrad la mawdencewMABYM i C47a. RI Dtmerala +swbledtoprernlNNwererdlwns dAIS?M Gtre. (3.) Inlet ant (Ana behI dwca 1.D. and yew O.D.) is amW dw outlet arse. (Arse cd dew I.D.) (4.) sob mWwomW b bw AS M A816 M4 bare 0 V E.W. CMalndw+endal ralntarowrantto 3e Aw s 1 It 0.180 2 x 5 W2.5 xW2.5 WMPF miNmum. W&I propordw t",-4,000po.t.,L- GOANpaA.Camm wmeWrf$=4W COmmftt7DvwbwrsYlkxCOftMltl IOWA) • 1, wins w (5.) DI-1 From 3 Grate M vw Wh" for 48' I.D. news and ler0e•. PrecastAnti-Vortex DoWee (Cap end Ruses) TOP OF FOREBA Y DAM W!D TH= 3.0' AT AN ELEVA 770N= 500.00 VA I 14.1 100 YEAR W. S E. = 499.97 10 YEAR W.S.E. =499.41 2 YEAR / W.SE.= 498.88 .Ne daps• AxdY,wr6a §W00I sect•ehi. evsdeaplon toleasrlce�. . FOREBA Y SPILL WAY --J CONC, LINED ELEVATION= 496.40 SPILLWAY FOMBAYSPLELWAY NTS (2 YEAR STORM DOES NOT CRIES EMERGENCY SPILLWAY) 100 YEAR W. S E. = 499.97 10 YEAR W S E. = 499.41 TOP OF DAM WIDTH= 10' AT AN ELEVA 770N= 501.0 EMERGENCY SPILLWAY ELEVA 770N= 499.0 3.6 1.03' OF b FREEBOARD' N `- CONIC. LINED SPILL WA Y FJMRGENCYSPILLWAY NTS IIIIIIIjecl kDo 9 3 6 Ila 0"k"i WE IPA i Qr � *�i�►r I � 1 1 tl'.' TN `, a Ir��aa� , . , • .�. ll II it fr����� I � �� � / • �� ' � �� � 1111 {111 =?I, �� � �k �/ , ���� � �� `• It-- n...il. ���p ►r`� ` `5� = rte' , �r. ' " , , � 11,1!•' _ ; i� � r f �` C�� I(I� . �` •� �1= 1L =11` •r�1� r � � � � � ` � 1 -v � . , � = i.'= 1i =1i, f�r�', � 4� mil► ^,.i� i • �' 11-11 =�f�• `r4��" •' •. �� i i � , / • =11-11 �,l1 � ��• � +.� � =�i i 1 � •:, • , . , � • ill- it -h Il ► � I � p � 1 -11 °III -, c ri. 11 -0 �1'Ili.ltl •�i� '.III 11 ��!• • ' . ���- .: =i II ILI PPA ,l Water Quality Volume Requirements: BIORETENTION BASIN FOREBAY REQUREMENTS: Minimum Forebay Volume= 0.25 inches per impervious square acre Forebay Depth b range from 41-6' Impervious Area= 114,475 sf Minimum Forebay Volume= 2,385 cf BIORETENTION BASIN REQUIREMENTS: Minimum BiofiW Floor Area (5% DA #5B's Impervious Area)= 5,724 sf Standard Dlntenslems 24 30 48 58 34 1.49 27 331/2 80 72 37%, 228 30 37 90 72 41 228 36 - 90 72 46 222 42 51 72 86 55 376 48- 58 84 1 100 1 82 4.27 64 66 t/2 84 100 70112 4.20 60 72 98 114 1 76 5.48 6B eo 4i 93 114 84 Vs 5.39 72 86 108 128 90 6.83 to 94 t/2 .2a 147 961/2 1.97 1 84 1 W 12b 14( 104 a.90 t A ~r ` e" a vent Cast In Top Bleb em View A1r#VWw Oep O.D. Anti•Wxta Ow I.D. 4 NoW. Dlsmdw l 1 AWK (1.) AtdWoAsx devke (GNP' snd Weary WMftorrad la mawdencewMABYM i C47a. RI Dtmerala +swbledtoprernlNNwererdlwns dAIS?M Gtre. (3.) Inlet ant (Ana behI dwca 1.D. and yew O.D.) is amW dw outlet arse. (Arse cd dew I.D.) (4.) sob mWwomW b bw AS M A816 M4 bare 0 V E.W. CMalndw+endal ralntarowrantto 3e Aw s 1 It 0.180 2 x 5 W2.5 xW2.5 WMPF miNmum. W&I propordw t",-4,000po.t.,L- GOANpaA.Camm wmeWrf$=4W COmmftt7DvwbwrsYlkxCOftMltl IOWA) • 1, wins w (5.) DI-1 From 3 Grate M vw Wh" for 48' I.D. news and ler0e•. PrecastAnti-Vortex DoWee (Cap end Ruses) TOP OF FOREBA Y DAM W!D TH= 3.0' AT AN ELEVA 770N= 500.00 VA I 14.1 100 YEAR W. S E. = 499.97 10 YEAR W.S.E. =499.41 2 YEAR / W.SE.= 498.88 .Ne daps• AxdY,wr6a §W00I sect•ehi. evsdeaplon toleasrlce�. . FOREBA Y SPILL WAY --J CONC, LINED ELEVATION= 496.40 SPILLWAY FOMBAYSPLELWAY NTS (2 YEAR STORM DOES NOT CRIES EMERGENCY SPILLWAY) 100 YEAR W. S E. = 499.97 10 YEAR W S E. = 499.41 TOP OF DAM WIDTH= 10' AT AN ELEVA 770N= 501.0 EMERGENCY SPILLWAY ELEVA 770N= 499.0 3.6 1.03' OF b FREEBOARD' N `- CONIC. LINED SPILL WA Y FJMRGENCYSPILLWAY NTS IIIIIIIjecl kDo 9 3 6 Ila 0"k"i WE IPA i Qr � *�i�►r I � 1 1 tl'.' TN `, a Ir��aa� , . , • .�. ll II it fr����� I � �� � / • �� ' � �� � 1111 {111 =?I, �� � �k �/ , ���� � �� `• It-- n...il. ���p ►r`� ` `5� = rte' , �r. ' " , , � 11,1!•' _ ; i� � r f �` C�� I(I� . �` •� �1= 1L =11` •r�1� r � � � � � ` � 1 -v � . , � = i.'= 1i =1i, f�r�', � 4� mil► ^,.i� i • �' 11-11 =�f�• `r4��" •' •. �� i i � , / • =11-11 �,l1 � ��• � +.� � =�i i 1 � •:, • , . , � • ill- it -h Il ► � I � p � 1 -11 °III -, c ri. 11 -0 �1'Ili.ltl •�i� '.III 11 ��!• • ' . ���- .: =i II ILI PPA ,l Water Quality Volume Requirements: BIORETENTION BASIN FOREBAY REQUREMENTS: Minimum Forebay Volume= 0.25 inches per impervious square acre Forebay Depth b range from 41-6' Impervious Area= 114,475 sf Minimum Forebay Volume= 2,385 cf BIORETENTION BASIN REQUIREMENTS: Minimum BiofiW Floor Area (5% DA #5B's Impervious Area)= 5,724 sf Elevation Area of Elevation (ft) Forebay Volume (cf) Conburs 496.40 1,417 0 498 500 1,973 2,780 2,700 1 7,430 Elevation Total Area (ft) of Bidifter Volume (cf) ContiDurs 496.4 7,191 0 498 9,251 13,119 500 11,917 34,231 501 13,198 46,783 PVC UNDERDRAIN, SPACED PER PLAN, SLOPE TO DRAIN BIORE?TNTION BASIN SECTION NTS SCOTT R. 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"I , � / / I 0 I ) /�'/// , \ V � _j ,I '/' /�_ �� - , " / I / / / '17 / �__ - --- - , � , ' ­ , I _� - '_� , � \ I I I - -- � � '____1_ / / . ' / / - / '. \ " -, �' � 1, \_1. I / I /I , \ I \ '� ,-- ____ _____._ _­ _:::�- , f--��-::�z -_ 7�� , I j / I I , I / '/ / -, � , - __� , ) ' 1, '. , , - / � , . � � I I z -- --- --- --- - ___'_ -\/ / / / I I ) / / , ' V,­ / � - _;� /' - ----I--- I -, � I I I" 0\1 I 11 ­­'. - - IF ---, I \ \__� , \ " � " -/ 11 / ''/ -, - / . .. .... -- I � . �' .� i" .- \ I / �' , / x / "I- 11 / I I I / , �� - , / I " 11 / � \\ v _1��'\ / - ji i I I / / / ^ 11\\ I 11 .\ / /-- - -- ­_ \\� '_ I � /� - � . � � � / \ --- ' I 1 �' //�/ -----. , � -- - 1, /I " - -",/ I / / I - _'___ 11, "� , / � � ? \ '� .1 1, / I., I \ / '. - -.--- -_ \ i __' -'�' -Z�'�j I / �- , - , . \ , I I- , / " \ \ \--- - � _\ I -Z ,,--, -/ / - " , X I '-/ I / �. . --./ �' � , - -\� \ \/ � / I � --- U// "/ � \\\ -- \\ _-1- " __ / , / ­_ �' -_ ___' - '� ,-_ i �. \\\ ' / I � \ / � 11 / (/ � /I -- / , \ \'\ � � '/ � ,_ � '- (�/ /_ / � , I - '�_ -1 _____ I /' �__ , , � '\�_�" -_ _�_ --- ''I / / / " I �-\ \\ �_ - �' C , " ' �-__ ,.-_-- ,,, - ____- - '�"- , "- I I I � - I --- ' / / , _� -_ -- __1__' \ ' _Z: --- :---/ -- ____ -- --� , \\\'�_ -�\\ \ / / , / '//-_'� -Z ­ __ '�- , I 1j / ' ) __ '� \ �'\ " , / / -"-\ "��' /.-, ,,, ­_ '___ \---- '_� 1-\ I---,---- \ __� 1! /I I / / / 11/1-'__., , e� ­___ - / / , _�/ 1\ 1� , � I ____ //" ,-- , " I , I , , :__ _. . / / I , 11, I_ ­ I 1, �� , , , , '' ) � - , /I 11�11 I i - - I // / __.. - ) \ 1, . _\ // / . - ' I -::Zz - ------ / 11 1\ " / �' , - 2 /' / ` � � �4 I— _ "/�� , -, \ � (/ �' , I\- � ) I ) � .1, \ I '�_' �__ - I -1 � / / . ' / \ I //�� � 1� \\ I ­ / ' ':�b _j / \ _;� .1/ �Z/Z/z "I ., ,.--- " / I / I - - -7 � , � � -, \ , \ \ I �; , , , ___ , ' / __j -_ - --- ­ I_- __� . I \-�:�' /� 4 !_ ' - 11 / '// / ',,- - " "' '( , r---,\\) j I /' - / ___1_1 , , , ­\ ._1 �' I I I . �_ �' -_ � , '�� ( i � I / / - , " i \1 %-IF , ,,- I f _:�� "_ � , , " I ' - I--- -- -- , / / --- / __' \� - __/ I �' - '�' / I //// X - , I '­1_­ - _' .­ ___ I '�' I .' , I -�� I \ -�� �::_-_- -_-':&�// / — " � /�"w� � \--� - ` ­ - z co / , �/ '/ / " I " / /. / - '_' , ' , ( ( -_ - ­ ' /- " '_ \ I/ < � 1' ... � ' ­ - ":�� � , , , , , , , � � i -_ ,.--- __- ---,,---- _­ -'\ __ � , , -_ � '\�\ " " i I I ( � I I - "j � � � I" I " \ � '� �\\ \\ , I " I / � � / ---\ '\ 1-1\ _j ) \ \ \ \' D \ ___ - - J I , , � 11 k � I �' _� __ - , , '\� I i \ ,,- "'i - , 1. i / "I / � - ­ i / I -- ____ / / I - I 1 v / , � - --- (A ( ----- , - ' � � _' - ' - -_ -_ '_._ -1 i I ,\\,] , ( q ,� -1 . / I / _ \ - - I I r-Y / / I �___\ /� '__._ / / �' "/ /--" _/ /�_ j Z I /W ---. - - .,/, � /' I I I I /I � � ; - .--- - I,- '__ __' __r_'_ \ - � � qjj / . 1. I­-/ i / r' '� t , i / / 11 " -1 ') I) I I I / � v - / I / i � \ I, J / I- - � -/--Z��\ E - , ­___ " \ � � i� /I -_ - ____ )�� ; / . I � I_ I I � /'/ � ) � \ �\ v - )� )\ /_11___' / z ____ � � - ----,-. I/ I ' 11 "'� __,__--,,_ _ - '­ 7x/z'�-�--; - ----- - / 4, / I � / "/,\\ I " � , I I �'____ " / ' / ,,, /' J I 'Q� / / � '\ - '/ / \ v �// - �_'--' __ I/ w :5 - -, - --- ,- / - '," ."I--,- - - I I \ I I/ I , ,/ I ,,, 1 �. / ,/ '­', � " / \ - 11, �' I I '� "j / 1-1 - �_ / / / / I - �_ N' \ �/ I ___\ I F - -_ - fA a- ____ __ ­- >"/ " � ,,, i ,,, , ( - � ------ --- V , 1�/ , / �/ ­­ - / / I " - / '�� ��' '/ ( !?l I / / _ - __ � \ \ ' - - "I,\ �/�/� , / / 11 - \' _/ I � ) / I \� '�� " �_ I - ) I'-- / uj � - - z a /� //­" I � , i i.--' I , "" \ - -"�\ ��- �'A /I - I - / , I/ f / V __ .--- / '/ / ' < , --"-, '\ ) J// � __ _.- � , /I � I �\\\ I \ �\ \\ \ ____ � _'-:�-- � �' - - - __ __ // X�' // , \ '16 1 ! � I '( / � � , /;� , - - -:z­ -��`)-"' ,_ , "_ , / , /_ _1�1' , I I I - , _­_' _'_ __ , '� � / , i \ � '� /< � '-- ­- __ _\ " ,/ /'/"-�--�- __ _­ \ I � / �. / ' I , I _\�� 1� - - - - - //,---\ , / - -.---- - - __ ' ___� - - __ ", - - .� -_ ( �\ I \ 11 ' - 1\ -_ ! I ) z - - - I 11 ' \�\'_-_- _-.- " � ____7 - / 1� , � lm_'�_��_'_____ v , I � I - � _ .__ -------,' . - - -- I I I ! , �/ ( I %, / /�' 4"0 0z (A '� - ­­_ "I -1 11 1� \\_ -----..-- ----,- - I __._' - ��. / / "-�(��""-\'� '. __/ \ � i /I "/ I I . I I __Z:�'�111 " _/ / ---" ­ - -' ' / / / I , / I _/'\' --!:�- - i I .� � - f . , __ - '� - - ':_� - 1 -7 q I __'_ ('-�' - - ­2'�' , / ) / 11 � /,--,:-, - \ - ---\\ \ -.-- __ � ' �"/ (u -, /' , )//- , / ,- - - \"I\ I - ", / �__" �� I \\,/ , I - I .---.----,----.-. - _- I ; ( �' / ( , >' , \ ) — \ �/ /" I- � I � V' // / //' "/ / �"/ \' //// I < , - �' ! . -11, 11----.-. - - - .1 .- " � - -- \ "'/--_---��<��- --7:::�7- / .,- -, I / __ I J ----- 11 __ i � - / ­\ "I '\�' / '­ -". -, -� -_--- - '� \' ) I I // / I 11 I / I i I � ..r- 11 �_ - _" _-_j 1,. . _f� �_' - / / U- ­ - \ - I , I -.--------- , " ­ I , 11 I i n-/ t-- \ � U) a� "4 __ \�_�"\___-__.____ __ \ ___1 ---,---- __' 1\ , X'�\� / � / I I / i / 11\' , '___�_.._ --, �j '; --- \' ' /' // '- / /" i m vi - �' " , 'e �� Z/ I / \ / ' -, I \'��� � I , I \ \ I . 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I , I �' / I/ - , � I " / - - - , /" / �� , , '�' I _�/ E '/ z ___ I / � / / 11 I / � ­� / ______ - __ _____ __ __ _ /9 , I �' �' /11 \ v > z __ � - --- -"- // , . --\\ � // , / \ " - _ - - ­_ . -��'-- '�� 1) V\\ ­ 1 � .�" --,\ � ' ____ % ' I I /I ! ' - / \. I .\ ___1 -, -,-" /___ � \�') ( '__' � � // - - , �"_._. ­1 -::��_ 11 _j .", / 1/1, - . � li �' 't � .1 . I - __ � �/ --- - , _-�� - I � I x "I � '� I --- - // __ ______ "� .---* /' 1/' - '<- \ � � /I \ / / / � /I / .. �11 I / / r-' _� � , I "', ./ i � I � , / /,--"\ __ - __ � - ­_' - \ �� -��- � I I -I", "I., "� I \ ' "'; 1� , I 5-�j v \ \ _� Lu � __ - ' I � � - _ _' - - ��-�­_��---- \') I .� -., '�_-��_:_:�' I-.--- '-, ----\ \ \\\ '�) I A '/ / _' - \_ � " , '\_� , �) �� i I/ / / - ---\, \ \' t' 1, I ", \ , I I 11 I ­ I ? -­:�"_- - _­ I \ \k' ,\\ 1"\ I " ­�-_� - - �\ � " \,\ " " / f I I— __ � '.' \\ \ � � ---'_�:- --- I _- � \ / /' I / . ". I �11 '. - .1 - , /' , ( / - . , , _\ I I � i - -1 I \N 11 - - / f / , - - ---\ I----- _ /' " -, y ___ - ---. - - / /I � ., " -A \ \ ,11 ,_ - , I \ , / , / I - " '�_'� _'/ , � 1-1 .' - � \ \ \1 I I - -.-- :� :::-�_-___' �-' - ' �' I \ � / -- ______ ) I : I / I /1' "'/ � "� : __ \ - -,S----- , // / -- ' . 1� , / I I - - / ---�Z-�--_ '� J �" . . \ -, �� , \_ ___ , I/ / " I __ \ i,__ 'j N_.'_�.A I/ / � __ , I" (�'_ I I I I \ / r_��- -- I /I I I_ I � � , I _____ _\, \' ��­ , '__� - -11 I '.1 ---", . \ � , , \ ( � 1. � ; ; l__ \ ' :::z , '\ " ) //"�// I , / /I __ - I ! 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I I - _ - - \ /V / ) ____ ( ,� __ \ _'\ j�' ) I � (" - � � A ______"' __j , � , � I r - i 11 , , , I __ - / // I \ \ '. \ N \ 11 _" , \ I -1 / , -, ­ __1 __1 � � � __ " -1) - - - , '/ \ \ . \ Z d ��' a - I - "/ '__ " \ . 1__/ / /I - � i - , I I --- , �L - L __ - - , \\\,/ - __' \ � \ � � '� \' � , � �� __ - 1-'-/'11i7 1, i � � , 11 / � '� , - - NOTES: 1. SET TREE PLUMB PRIOR TO STAKING, 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD BACKFILL TO TERMINATE AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER AT TOP OUTSIDE LIMITS OF THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ROOTBALL +-- -•-- REFER TO TREE 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFtLLING. ADD MULCH OVERTOP OF STAKING DETAIL 4. IMMEDIATELY SOAK PLANT WITH WATER. LIMITSS , t3EGI RO, BEGI AND PLANTING PRE NNING AT NO MORE S. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY THAN 1' DEPTH AT TRUNK AND RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF 3' AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FHSHED GRADE 1' VARI S TYP -- TREE GUYING DETAIL CONSISTS OF NT PIT S,S T 1200 AROUND SPECIMEN SHRUB .. J HAS SPECIFIED ON DRAWINGS) �''r (� TRENCH EDGE AROUND ENTIRE AREA TO BE ROOTBALL ; --- Ft1 =FEH 10 1Htt `,-.- MULCHED REFER TO TREE �-�" STAKING DETAIL w STAKING DETAIL �i /� \ \� ``� BACKFILL WITH CULTIVATCD, COMPACT EXCAVATED SOIL CUT AWAY ALL WIRE BASKETS AND /OR NON-BIODEGRADABLE � �� �� ORIGINAL SOA.` FROMI PLANT TO FORM ROOTBALL PIT lj, PIT EXCAVATION IF LOOSE. IF TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4' ROOTBALL FINAL REEF PLACEMENT. EXCAVATED MATERIAL IS NOT ENTIRE AREA TO BE '� It11N. LOOSE. SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL MULCHED - TRENCH EDGE AROUND TO BE UNTIED FROM MATERIAL. AMEND BACKFILL \ ? ENTIRE AREA TO OU -, .;�:;;; ' ��.,. AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT r AT LEAST 1/2 DISTANCE DOWN REFER TO ROOTBALL PIT 'J/\ .� . , MULCHED �' �' "••�:s "' -z. %' '''' ROOTBALL. BACKFILL IN LIFTS BY FOOT. DETAIL _ '''�i'''1=••� '�': •~•; DEPTH. T!#tOU{iHLY AT 1/2 .� :•�;...•••� ':' "'.r•• DEPTH. ..r••: ROOTBALL :•"�.,.:,, SCARIFY BASE OF PLANT PIT 3 '�• w \�! •;f {3,L:;:. ;,, REFER TO ROOTBALL PIT �:..'.' *:�. .,.,'.'•Y.�:•.. yjll -�IiI EXCAVATNG I'tT: BREAK _. ::;� �� �.�r1 :q ' DETAIL ��~ • �• ALL RETURN AND COMPACT LOOSE �% .•.,• .. ?ti• — - ..•. ; :: �//' : s� - '' EXCAVATED MATERIAL TO • •• \ �: •:t .•:?:•• THROUGH AND LOOSEN \ +'= `�' :..' ; ;I_ r % % mss: .''•' .. I HARDPAN IREMOVE AS PLANT PIT TO ESTABLISHED •• .,e • :s ; • . +:'.� z • .. �► •.:•:' ROOTBALL : •.' .::� NECESSARY TO FACILITATE • "� •• ROOTBALL ,r - ; . PROPER DEPTH PRIOR TO �\� :w;: . +.; :':w,;• -;� \ . ' y'• "'�: =•.; t PLANT PLACEMENT WIN ell 'L• ., S DRAtNAGEI \ \ � \ /��I.��� NOTES: \ \f��\ \'�\!/ � ��� ,/��` f\ 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT REFER TO ROOTBALL PIT AGREEABLE T4 THESE PLANTING CRITERIA -OR •YVhtEfili• CONDITIONS •RAI&E CONCERNS -IN - NOTES: DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. NOTES t- SET TREE PLUMB PRIOR TO STAKING 1. SET TREE PLUMB PRIOR TO STAKING. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHTECT OF ANY PLANT DAMAGE EXPOSED BY, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND OR INCURRED DURING, PLANTING PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 1 TREE PLANTING TREE PLANTING ON SLOPE 2) S RUB PLANTING . ROOTBALL PIT t..atrt 1Z SECTION N,T,. � SECTION NT.S. � SECTION N.T.S. 1Z SECTION NT•$. i Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL_ BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 —HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 —INCH DEPTH. MULCH RINGS 24— INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE- SHREDDED HARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 1992 FENCING AND ARMORING r'v 0-is ow uw I tl m rm - I WPM "Nm . - -'vw --- WKet'p, ptwm CORRECT METHODS OF TREE FENCING 3.36 CORRECT TRUNK ARMORING r TRIANGULAR BOARD FENCE Somw Va. DSWC M -401 plate 336-2 CAamty of Albt mi* CaW0iM1rOmTI MiCt.4"- Ubep1lttiedi 1AmdwWFkm DP 11431 11t-W ivr taomowe Wumodbio foa tp be sued; ® I. imilatfeleerittKtpsnid .diiplied(tttfnecbn:bsYwtf)•, 0, Trnmi"Imdtnxorift*Love*arum, 61 t: rai3mawr�ttquirin ¢te.7rea.Rx•wo►ts; D ranpwKt_► n+ ndfieiR�r' uroNN,glWyualbclinn4infclwo-iry�. a. Q ikiltrNa�LlLcrArod> �M1LbVrAwithpepntarilblKOWa2wightvl�exiyvifiliaWo�ripetiai .apQaW�'K. 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K I ". __ • _'� , \ \ \ / p (; /, Ir 1 ^ii Of P " � 'i l_'i' I � �I }1/t11�. _ 0 CO �g a , 4 F D4 �(Dv / 4- k 'i", \ �,\, ,,, . , i `I ii ,:I •" '�, ", f, i ,'f 1 �` � _ail`. �„ \ � , v � \ ` � �\ , \ \ ^ \, � \' \ _. \ Luminaire Location Summary Project: Hollymead Movie Theater Label X Y Z Orient Tik SB 1798.1 3989.8 24 97.159 0 SB 1789.3 4086.3 24 270 0 SB 1726.2 4359.3 24 75.627 0 SB 1834.9 4332.1 24 75.627 0 SB 1808.8 4231.7 24 75.627 0 SB 1700.2 4259.7 24 75.627 0 SB 1942.3 4491.1 24 65.179 0 SB 2063.3 4613.3 24 227.638 0 SA 1983.3 4699.1 24 168.53 0 SB 1883.3 4418.7 24 62.487 0 SB 2029.6 4144.7 24 35.207 0 SC 1947.3 4073.5 24 307.221 0 SB 2114.6 4442.5 24 137.423 0 SB 2189.6 4373.2 24 137.423 0 SB 2116.6 4277.7 24 137.423 0 SB 2042.4 4345.5 24 137.423 0 ' SA 2181.1 4318.6 24 315 0 SA 2020.8 4224.9 24 40.192 0 SA 1980.6 4257.8 24 160.71 0 SA 1686.7 4160.2 24 74.57 0 SA 1750.7 4152.5 24 74.57 0 SB 1908.6 4179.9 24 75.627 0 SA 1910.1 4028.5 24 187.073 0 SA 1848.5 4138.7 24 264. __ 0 SA 1897.4 4313.2 24 343.016 0 SA 1965.8 4422.5 24 313.727 0 SB 2038.6 4521.1 24 227.638 0 SB 1985.1 4590.7 24 --t 65.179 0 SA 2134 4536.4 24 137.372 0 * * ` < i� .\ , 3 III N .$"0 b `5 `. 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"3! �` a, -; - \` - -- 1 ; .O 0 > ti ` \ ti O , p" 3.0. _ A ;,V ` ti, \\ 33 q .� 1 a \ \ . •O . 1 ` • \\ . i y _ Y .O. / .0.1 ti• . -� �:l ( . 1 'I 1 qz� - � -1 : � \ I k , I I I 1-1 (O % 4 :V 1� _S� 4 __ ---' - - I ! ,J I 1 )�) 1", ., X I , � .r I, '0 ", \ " ' * o "p • ` 'O h . \ =`,, O . \ �, , i �" "� • % , "per_. i I ., p� D L n \ Y Y b / t A . p • j `> g .0 0 °0` N .�' \\�`I. .e�. i 'N '•\ "\ \� 111 \� Luminaire Schedule Project: Hollymead Movie Theater Symbol Qty Label Description Arrangement Lumens LLF Filename Left Side Parking Area 11 SA Emco ECA18- 1- 3H- 40OPSMH @ 25' SINGLE 40000 0.750 ECA18 -3H- 400P.ie Right Side Parking Area 17 SB Emco ECA18- 2- 3H- 40OPSMH @ 25' 11 BACK -BACK I 40000 0.750 ECA18- 3H- 400P.ie I' 1 SC Ern co ECA18- 2- 3H- 400PSMH @ 25' TWIN- ROTATED 40000 1 0.750 ECA18- 3H- 400P.ie Calculation Summary Project: Hollymead Movie Theater Label Avg Max Min Avg/Min Max/Min # Pts Units Left Side Parking Area 4.18 12.60 0.90 4.64 14.00 475 Fc Right Side Parking Area 3.86 12.20 0.90 4.29 13.56 360 Fc to . : / 4 \��� % \i i .4I \l00% I1.. a \;\ t I .� \\ \„ , . • ' / `� �. ;\ \ ` .:'.• 11- i \ ii i pIII 1 a ., s " i , .--".%, I.... � ',�, - ", I" - - ­ ­ I , ; I I - ; i `., 7 � , /, 1.1 / ,/' . / / I I/ I - ' 1f •'' - ,r •1 , �� - - - �/'/ �! I i .. i �l ', / / /�' "/p o / /' // /, f. ' t. / / ; / / a /" g3I N I Ik-I,- .... _-1 f__ zr� I -, . , : __ 4- T R. COLLINStZ 1•-•I No. /35791 11.. I - L"'00 ,h) ZONAL V, li ,, '�, F J \ - \S\�__ �- -_ X i- Z � �_. Z. y ��, . CU A a F . ti - Z o � / O O (A 0 H _J V) Z -` vi �`1 z z W ce r. . � O \\\ \ 11 I I V FF , N,WA � 0 C a �_/, - 8 „w ----I_ _� __ I w / ___ I lz:::�) ! ;' Qz�:) \ 11 11 11 . I \ ; I O i/ i. e / . 0 (i; i / i / 1. i GRAPHIC SCALE za ( IN FEET ) 1 inch = 40 ft. 160 1--i " .. I , .:.- . 4 .-4 N O 1-4 �I goo-v. 4' m L9 w . z m C1 W U N M z � -* 3: O N Ix1 �t.M• W N Q oii ( V w � Li N Li :3 2 - - W ^ J L 0 W J -2 o - ­c �( �, = z - , L , Q I I S r W j.-, L9 < CL - 1 O r �� C1C (� N . ° o W 3, z P�4 H U W ■r v o ; W -r ..r.M ..L�� v - U III- J...4 0 - 0 I 1W -i >` 0 . E Ln 7 C, ° H 0 0­4 z Cr w rz V 1 z V) W z � w Li � W w Ii. z z 0 ,4/ ir�-r U o 4 =J L `� 0 O r^ V I T •. J W L O a 0 w> C CL 'cn 3 C4 0 W U X N .e , ae. (I) r V rrnn V ° a U 0 .N.. o N 15 rn 1Z 0) E E 0. W U 'O JOB NO. 102036 •0 o 0 0 SCALE 1 " =40' cc C o- SHEET NO. 31 T SUBDIVISION PLAT OF PARCEL T--BEING A PORTION OF TAX MAP 32 PARCELS 45 AND 50 LOCATED ON TOWNCENTER DRIVE HOLLYMEAD TOWNCENTER RIO DISTRICT ALB ENABLE COUNTY1 VIRGINIA seai_E. 1" = Su'' OCTOBER 11, 2010 LOT 117 OPEN S q _ -- ---___ CE F - —� -JT —? UTILITY EASEMENT D.B. 3643 P. 519, 526 PLAT 1 RESIDUE TMP 25.857 D.B. 3643 ' 20' PUBLIC DRAINAGE P. 519, 526 PLAT EASEMENT RESIDUE TMP 32 -50 8.056 AC. 20 5AN1 I HK Y SEWER ESMT. D.B. 1246 P. 22 TMP 32-56 \ UPTOWN PILLAGE D.B. "1434 P. 440 D.B. 520 P. 308 PLAT LEGEND: I RESIDUE TMP 32 -50 STREAM EASEMENT AREA D.B. 2821 P. 522_ D.B. 2678 P. 551 NF = NAIL FOUND IRONS TO BE SET AT ALL NEW PROPERTY CORNERS UNLESS OTHERWISE SPECIFIED. AREA TABULATIONS: 3.061 AC. -- PARCEL T -1 (PORTION OF TMP 32 -50) ...- ... nr T n /nnnTlr\A1 r\r -rkAn Zr) A 9, 5.500 AC. -- PARCEL T 11.117 LOCK— LOT 40 WOOD - 3.061 DRIVE PARCEL (58') f 25.857 _ ---- ACCESS ESMT , _ RESIDUE TMP 25.857 D.B. 3643 ' 20' PUBLIC DRAINAGE P. 519, 526 PLAT EASEMENT RESIDUE TMP 32 -50 8.056 AC. 20 5AN1 I HK Y SEWER ESMT. D.B. 1246 P. 22 TMP 32-56 \ UPTOWN PILLAGE D.B. "1434 P. 440 D.B. 520 P. 308 PLAT LEGEND: I RESIDUE TMP 32 -50 STREAM EASEMENT AREA D.B. 2821 P. 522_ D.B. 2678 P. 551 NF = NAIL FOUND IRONS TO BE SET AT ALL NEW PROPERTY CORNERS UNLESS OTHERWISE SPECIFIED. AREA TABULATIONS: 3.061 AC. -- PARCEL T -1 (PORTION OF TMP 32 -50) ...- ... nr T n /nnnTlr\A1 r\r -rkAn Zr) A 9, 5.500 AC. -- PARCEL T 11.117 AC.-- EXISTING TMP 32 -50 - 3.061 AC. -- PARCEL T -1 25.857 8.056 AC.-- RESIDUE RESIDUE TMP 32 -45 TMP 32 -50 28.296 AC. -- EXISTING TMP 32 -45 - 2.439 AC. -- PARCEL T -2 25.857 AC. -- RESIDUE TMP 32 -45 NOTE: EXISTING ACREAGES FOR TMP 32 -45 AND 5 TAKEN FROM RIGHT OF WAY DEDICATION PLAT PREPARED BY COMMONWEALTH LAND SURVEYING, LLC. DATED SEPTEMBER 8, 2010. u TOWN CEIN TER 60' PUBLIC DRIVE R%W T= 92.45', �� C= 184.07 , -� ,o CB =S52 50 33 E,� I i O �� ' DELTA= 10-53121 0 PARCE Qel /O .y' s � 5.5 0 ELECTRIC LOCATION +o � B 460 EASEMENT °a TO B P. 569 - E VACATED \ \ 100' STREAM BUFFER , AND SEPTIC SETBACK \ PARCEL T -1 0 3.061 AC. 35.7 c , \ D ` f RESIDUE TMP 32 -50) 8.056 AC. 100' STREAM BUFFER AND SEPTIC SETBACK \ \ f \ � f TMP 32 -50A NYC LAD TRUST �. 0 D.B. 1529 P. 2.60 1 D.B. 3643 P. 5191 526 PLAT �} f( 32-45 AC. i FOR TOWNCENTER DRIVE SEE RIGHT OF WAY DEDICATION PLAT PREPARED BY f f o �� 0 0, � f �s�0 0 COMMONWEALTH LAND SURVEYING, LLC. TOWNCE- DATFD SEPTEMBER 8. 2010. N ��R t ilAm � . —7 o.-% I )A -7 %% r- S85 °02'05 "W 29.08 RESIDUE TMP 32 -45 25.857 AC. _ D � 1 VE- \/ARIAB \ �E VI/I D TH \ R/w i CONTROL POINTS: N 3,934,612 E 11,497,912 + BO N 3,934,215 E 11,498,394 r C� N 3,933,821 E 11,498,055 r D� N 3,934,155 E 112497,823 r , r r 1 , r , r r r O , r THOMAS B. LINCOLN f] ULIC. NO. 1326 SUBMITTAL OD r C3 � , 1 � 1 ' L, � r , r r Cc- LLJ LIN LN SURVEYING Innovation. Integrity Vision. r � 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434 - 974 -1417 \DATA9\ 110\ 110000501 _SP_10281.PRO 110 -- 0005 -01 SC04T R. COLLINSZ No. 35791 ,l, r�lzslrJ �w4' �SrONAL E� a Zm 0 ch �Z ug Z W O a O � N z z 0 N O (311) cy- w M z W ai U Z 1 0 N F- 0 p WN � ° c"V c W �L 3L W� A y ° w � v w =� 0 a y - > 6 � � Q L9w Q j F__4 0 Oice W V Z ° z < W W � a v U F- 0 0 W w > ul F-4 0 C Z Ld W W V) Z z z _ j/w_ w Lo J J u H � � a W OL J ` 2 1 a w Q Wx oCv v v o cv X o JOB NO. 102036 SCALE 1 " =s01 SHEET NO. 32 . e Septen*w 21, 2C0? Ochergon Partners do J.P."llamion 128 (lemon St. CWatkesville. VA 22001 RE: ZVA S 20074MI "obyfnad Town Caroler Aron A-2 Tax il4p 3% Asmab 44 (Pordoak 46 bmwdonL and 66 Door W. Wi liamson: The Board of 3uperviada approv*d Your nezoNrrtr app an aria September 12, 2t)Q7. Your ramoning 45 Wn harp RA zoMV 9P ft whietn 1111110" sgrlcuNxasi, iorasial, oral fbhwy uses, residential dens tY (0.5 urtifhcro); remorse appratdntalelY .5 tyros {tom C-1 Commardetl whioh abut* rotes safes and senrioo ueee, and residenfld use byrgMoW use p ue k (15 UNW acre):•std to rations approximabtY .4 acute from NMD Neigl+bo tWd It %W Dlatrict zoning distrit* which allows residential (3 - 34 unitt/aeas) {retired With 01=90dal, WAW #stet irhdea 1 h' "W and to reaorie approximaieyr 3,000 square fast from PD 4AC Planned Oovebpntsrd MAW Comm ardel which allows large atialk wmmnu W users, and residential by special use permit (15 u rdW acre); m NNC No%o*mhood Model Die M inning dobU which Blum nseidsrttial (3- 34 unblecrn) mixed with commercial. service and industrial uses. The application Proposes up to 1,222 dw Ong unk a de+rmltyr of 28 unite per acre, and up to 356,7W set. R of non. milder", including a hole! was apptmrad in acoordarr0ea with fhb Code of Dwlalopne nt dated Septernbar 12,2W7 end the a tacttod pratlere dated Septerrrbor 10, M. An applicalloh pbrdplen of development tamed August 31. 2007 was approved as part of to raaoriing. Please refer to flies downeennts for any future applications, and requests an this property. in srddhion, the Board approved youir requeded WAIVER mWa to listed below 9tt6(aat to to common you rwarsted 1. SECTION 4.11.1 COVERED PORCW& BALCONIES. CbN NEYS AND LiKE FEATURW 4- 11 Coveredpwches, bekorrkea, dtlinaeys, eaves WW MW ariMrlmse WS! fee im may pA*d noel moss than flaw (4) fief irib &W yank p►vv*brt that no such feature Rhsi be loeaated closer {Han sbr (8) Pont to any lot fine. (Amsrndord "4114 TM requam Y to atiow for the following leatrynis to extend beyond the buril4.ld line In the Iroavt of hotraea up to Uro (If) Thee{ we a area (1) foot mh►lmum diaaratao selliesk *am tiro ripftrt vfwvq: porches, porch sfaks, tlsoks, balOOnbs.. bay 21.7.3 6thiibr Zone ro rpabderatial and >t atroeaa etlttbrltxa hlb t7oAa Ndant to y � lrp piov(ded as mgl�idW AW in aftifib n 32.7.9 (Amended 9-"2) A waiver a[ Lhasa Is reap OEW b addm" the praaeehoa of a WON peroel of lend aaesd RA whkh Is pact .M Area B Wooled on *a !beet side. slid aburltlng on -1u D of Arty A2 Model Dlstritt. It Is Moo nequieeled vrheno Mocks Ail and 64 abut TUP 3241 and TIbP 46-C 13. SECTION 3.1.7AS SCREENING 32.7:9 0 The foAowkng requ arty shat apply to soresnOW.. a. Wien row red, so'arerft shat WOW of a PW*V MA evd8619 veg911111 nt, a sfV* opaMne wad ortinup, or aarnitiftm fn fhorsdf, to the resaaonnieW selIMAeeE R of the SWI W m play wgsta t ac meakig is povideo( such acreardag Spry AW ad be leas than twp* (20) fseht h depth. Vegatafive saw ft OW owafst of a douhb dagpwed row of evwp vm frame phribei kirweet (1cq fleet on venter, or a double dy7a+ews row of evergreen SIVOW p&nbd tare (10) {bat on war Allernabe HteOxxis of trtpahMfw aemuhenbtg nW fw+rpproved by Me again Whom a fwm or 00 isprwidh4 law bee s mili tlatwn of a& (6) ;poet In baW pro phntbps runty be rrqulhed of kii1st4afa rfdrig SUM. 16nto t or *W. (328. 6,1, 7- 10-ft Amended s -1.87) b. Swam" of psr*M Abel ahat eat be COtn/tde0 bwvhrd vie sear{ W faAdaoapap mWilpement Man Scrtas *V is mW**d sbrig the 9ror4o of P Lift abaetA the ar W# Shat defwniim If Sts ampapt tree rogtrkw"w t has been treat: (32 8L8.2 7 -1040 C. Savenko ahatf be t KOW In Ors *AY Aft ktetWtws: 1. Carntnerdaf acted NrdlWW uns etie+i be awmaed from aelWON roader*W and natal amas dhil k S. 028 fi.9 a, 7- 1046) - 2. parkong W& ooASla V Of f our (4) speoea or axone shall be screamed front eedoaa►d npshdsnNal acrd rwrrl arttas etGstriotsr. (92.d.Q9 b. 7- 1t3sii6 Amatded 6-1- 8. 04volbrtable NO V= ktokrdhhg but not A mbd to the A b ft riots chat W aKxsaried trot» ae�Oaebrht rihaidetrtffat Nd'ftaraf areas dratris4s arM pu0tifo aloretx fopolrig arsaq ruafyme araraa, afo/ago. yen{ dafawWW ptpnda, rspuaatkpraf fihcliN►aa dsfsrrninact to bs of tabytactfbrtable rabarawferfSy ttre agent ether Vim chkh t posy woo tMtarat ttl l"lly is "*a m$" or pnow (000 do araae auhene erledbW la daeNsOh` (32.8.6466 7- 10-ft Arnetldsd 5 -1-87) 4. Doable fbratage / dit tyal Mat chat be WraWW. bdtMban the rear of she rsaldsntcoa and On prrbliC right -o1=m WW deemed appropti" by LAO Amendsd&I -87) 6 Tine dlpeunf may reguffe aa+aewft of any use, or po ban tit W,, {,par datem*w9 rt that she tray WOW GfhMMMlwe lit" a At#01111111" V111101111 lnrfpaot On a pmparly dMed our the lhgfrrla F>Aisdotkc Lsndnwft faeoW.. (3ZIf.S.Af, 7 -10• ft Amended 5 -1.87) w* re aunt {that sasenlrg wquirarmotla be ripMosd whir the staeadsrds In On Cede of Devatopmo t (sehation a Pop W For all otlNr objsotlonabM fiapotmae fninran to ow aloe, sertsi- " ig will be dk M by sta ntba ft satab bet" by the dwealopar, but not kne eluded In the Code of Develop - erL contributions shall be: SM400 aasi) {liar each • 'sun dwaltling unfit. Other dean an dit&bk dvn9alliag unfit CUM* Rome Unit. cad {11.900 cash for each numl nilyiuQh¢tmient dw dlamg omit ogia am an a$ardable dwelling heat (" boo t Rate U:pit" ). Stash cob cOa u bation troop be paid at dht time of the Inunwe of rho boUft Po ndt for each aehw unit. tegiu nbg Jmwy 1.2006. the emceed of each cash comn'bution abgaiired I riftV be 4usbd annually until paid, to reflect Sop► inc "* or deareast for the. prow me celeadar, year in doe Comperati" Cost Mmldp]iar, Re&W City Avaage, Sou*wst AvoreM Came my C: Masoury Besting Walls u and by Mwskatl Vsktatlen Service (ar A Merahsll and ;gift) (tha "ln wk") ar {ilia most alicable Mareball fk Soria indax betamiaed by IM COWAY If A Swift 06M putdic Liam of the Index idandflad Lerch In sty avant ete11 may cob octWbolim amount be adjusted to a sum loss thaa rte mount bwaIIy wlishod by there{ ptofiaas. Thin moat ad usinuot doll be me& by multiplying the proffered cash. Wilitlibution stuaumt for tiro POQWbB year by a f orlon, tike for of which shell be the hidaa as of December 1 in the Year preoedimg me c alemdar Tale itmg 1woutly ended„ and the denomborer of which dull be to Index as of Dee mber 1 in the preceding calendar ye at. Poi tech cash c oddbWw 69 is being Paid in inuvaNsta, the uaapsid suxemcnW payments shall be conespondiAllitY ecbwtesd wok yoer. S. . Tin: Owner shell dedicate in fee siesplo a mmitmma 7.6 acts O'limmwaey" to Albeenaft C,,W* fair Public use. MM dadiaat M is identified w t]ae Appiliaei4ay Plan as "GrovaWArm dodkokm to AlbeWfflk C00 0". and ,ball include a Strip of bead 60 runs eking Powell Creak wide a mirrimnwii wiA of So Beet on the each side of Powell (conk subject to the lissiltstiobs oft* Property bouix1 r'y. Tint dodioaW-ama:a will also Include all {load plain ales alm$ ss are M M rdrdoaro. WWU=r Steps, plaMrrs, chlimney% and WW si tiler strutiliu re. AllemaM aaatrbderds are contained In Tin Code of DralopRwat {Bunk pom Stanched{- Lotmd8WkftN1@WR@9uWbm 3wOwr3, pqp So. 2. SBCTM 4.12.1 MiW=X NUMBER OF REWIRED PARKNG SPACES FOR SCHEDULED USES 4.726 lac009 WOW aiEloemaffw pa tdV is approved as pmWed In sacffw 4.12.9 the fbtoatlip &ealr"* abet ap* to detam" the nwtabsr of regt*W dr- attest parking spaort to be Provided is a pw§mL tar afuvilk m N a pw tiaulmr un is not mohgok led, {Han srrdior, s f 7 Shat apply. The 1 ueat M to alkw tin appif F WO of fife patlekag sdWWWle for shopping oenlers (1100,000 - 108,000 a*. &t 4A spa i iar per 1,000 square feet gnm lap" foot arose, to be to s l andard schedule for an non-rrltden dW square re nings In *A NMD as per T011a H M the Cody of Dwsk*mant 3. SUCTION 4.110 STREET AND ALLEY PARIMIG 4:12 9 S'haet and SWPW*h9 MNYbe pmiriedas S kwx zinc.{ parka% Coraslda of par1kfrrg apeoas kxwW in a p++bit or private rtpw6a way. Each paettdrhg that Is In is pub& or k ri ay akaw go lot ednali Omelet a parft Amos, far ftia pupose of NmwGV dw ndhtawm psdaap apart nequ nenib in sections 4.12.8 and A 12.7. Each Pefft apace shelf be on a paved areas abu ft frig by i► of� rf�►f -aeey paheA Act be preittd0etl Tbls ssPOP n thaudatee Chet rs ijift on•ot,sst perfall mast abut the property K earwa. Tin wdvar raquW atf SaroSon 4.128 b acrghrdaaoe wigb s.aton b.21e m WW tin use of on-a*N* PNng cad alley per% Ib support the time *=*ad Nobbborbeltod MOM fan Waiving We salon wstald Om for penkhg !hat may trot 1110 the tot Iffiewd wUloh 0 ! 00'se perM" counts. In a rpadsabMn Mang" asnnnunlly title wouM allow for a mom comp id enang«natt of bulldloge in say 0M area. Tin Code of Dr4dopment (Pairldag ahnebrrds, $Sucre A PON 3X Illustrates an alternative stanel" 4. SfaMON 4.12.13 LOADING AREAS (a, a. fL a) a. Loaalr g spaces Shea be p►anrl bd an ttrs carne tot *0 the► use to audnictr t is eppurta NN# and Simi be cep Mo to the afAow ee *awns C. Lmft apaoaar Shat der Prne4ded M ael,Wn b and exdualwn of any p84ft 091*111IM" an she► beafa Of (1) heat (1) *WW fiarfhe fkstsabht f uawd (6, OW) square fleet ormw am" haw area. Ow here (1) apace fir each adallb" hVert 4loulow (WOW) squam toot of rew prosy "WibAe area (Z) arts (1) *soe tor tine kbat argfrt thehusaAd 14000) s W Of dit agpaew 04 hens (1) IF fore' each adftnal the« W fh awd (MOW) sgvr * Ant of tt4m sptw or (3) are (1) Mom fix ft Arst ten NwasaW (10,0W aquaro f" of kmWa iel Roar arty pkre ems (1) apace fir each adlB+fofrdes"y6ieu ere (10,000)aera"tact orkreirAWN ft" arm Ch. Eadr wise paten drat depiofs a Connmorc W orrirhdcr W bulking of fbo• thotasand (4,000) g" s pmm hot or Gran ,Hat pro" a dumpatar pert that doss red #*suds ant+ rvquiodpar k9erkm t8e wftoXw +ypedlea6anarvaHiaWckcxatatkan,fetes: Plisse iead WrR alttothp>Ifr the Abnsrnasla Cewnty Board oil suaponhlaone toxpk aetlon on fhe advnclod above, no trees on qn po"018 as approved above {tray bnhMully a"llo" appiWaft iqw been reopMad and 0 W11 Olin haw been fraL • oaabpliar"with atpplic" PROMM; • eaaspbarhee wkh aogsltwtewub of too COW OF • approwt of end am to wttla SITE PLAN(b); and approval of aZONNteb C+OwIPL11NrCE fR.&►Rl1NCE. V you Met questions or eornments regarding ma abeune.noled voWn, pleoae Ito rwt Meilaaae to contact {!heel Prodw at 298 -W2. SmtasretY, JA V. YYayYU IrMNrlaerg 011101r4ar of PMrsUng Cc: HMAcgeb(tlon Ci MV LLC P O BOX SM, Charlottesville. VA 22905 Tax IAhauesr Stew Allft e W01111111001101 Sarah Bsidsin Barre Wand ail (Real Esh") File Cisnararl Davdap nest Plan and shall dedicate the Powesu Ckele: areee away to the Comity eat the tinges of lies Brat: site plan w sub"on plat appepval, lltor it is dediesod to public use, the e3ise may Area loll eontmsae Io be included m 69 taotal Va of GM spM cad sm 0011in WbNn the Pcopetty. if eve Greenm y is not dedicated by s ubdivioion plat, the Owner siuhll be reepo isible for to Got Of a mwvrty and props{mg the deed to oonvay the G aaway to tie COUM 6. bdjd, & m cwju Rctift with die suheiivWw phi Of lute glee that includes tine load dmxribad in this Proft b, the Owner shall aartebl & an %piUdMftely 10,000 aguhua foot pocket Pads (We "Pocket Pad"}, bditd on roe nortbara edges of Biota, B-1 fiat g Town C41AW Drhe as sbxvm on &a General Ikrdgpomeot Plan, anal vW inchAs all such hi pc+ovmaarts, Undscghiahg ad atber feftre,s idwdW into Code of DbvabpumiL Tit Poeloet Puk alts!! bus inahuied m the 1o4d sees of Open epaw jodeniedtliiie vdddnthe Property. The or sfte plan obeli include ah we Witt &d the pooW park is pees "d far dlhb= dedield= to the Co ui ty of Albeowle and, Woo tht request of the t3ar*, lie Owner #ball dodiahte in in =a* the Poeloef Pail to the Cma. if tree 12wixt Fork is wt dedicated by ***TAM girt, tiro 01atar shall pay the coals of sorvay3ol fbs pocket. Park. p spa wS one or mars pilaw &weof and properta and raard'mg one or moasxi"ofdcdiaati u 7. agaft Qbtdr W Qft COW=& Upon the raluest of tfhe County, tiha OWS& thou deedioabss in fob siegple s two {2j am pairod of land for use by dte Coraniy or its deei I;:iiw rte s Recydinst; Ctmlat, at toyer oozy fitatiitY ides in the CW, to be located in an area amps{ teppsbpd to At $hoot we as agreed by {dare Cciouty and the Owner- If the Land for the Rptyetf g CCUMa or Coinupinity Facility is not dedtoate d by PA d visiw plat; floc owner shall pay 2 30 boo but MFG • A waiver Cat this sevilan would provide ran- +aNdpatlal was In a Rion fwdNlonal rot to or now urbranlat dandopras - form. In the Coda of Develop ne - (t>livatlon 46 page AgFaa 1 per abate{ pope pp Teets ' , 34) Nlaetrarlee an dleretdiw elm ndend. fbale or 1. T?ns dpiN er oil hom hawakrarMa eantet Pty roptfs end pcpsrfyht SCO R. COUJNS' 4 or turd[ areas . ahehlr not 000md or~ (1,Q) toad caaclo. A apllbvw O -. 3. SECTION 4ALLA.1: ONt4rTE BONS trhsntserd rsttat be nwaaraadaronft* and erertloaey. at Ere ptcpwW Mn or edge of dpV. f- U No. 35791 A 1 Off-We aipw may be aotbonhnd by spsaW use panrrtt wAriin any zoning dWrfat 12 feet. N tetusy OrOa9an'NW, ofthevsrie doesrto tyre slight sourov. (direct 10- 17-01). •o (� fl L� J�� �w� The applicant would Ike to allow for dUaoaory signs extMelnlng two or rnore fmostandkv The Cods of Deva clop rod (faction 4 page 30 Chas 1 haaet Nghtng � I businesses off-" from the lot witem the business In iloeabeel but vrNrin sign; 20 ti �, ifvtrW etsrhdatxah, ss vasM aka hROelllietaiiores wkerrp dsamael nsesipeuy. Mls ragtlwt {lust SIONAL E� Hollyrnead Town Writer. All odor regulations for off -aft aligns ahnN sppty to the 24 s this escilon be waived because it does set support a now oompeet devo o went dist ilct. Tin nmodmum slap of of olb a" shall not exceed 24 square Usot and �hpeowy 1 per d pW frontage pet• asf�ishmant sign, but not 6 feet feat m �� torte. rvhgtdrsd b0f ttta riagnborhood fAodar vrlgaln the � Tenuartr Csratpr. such Asostanding s4pnrge slang not pa, - 12 Bast In twig*{ without a speold we parmit TM Cods of Development (Seafbon 4 gaga 38) eate611shes on anern&&* the top of 10. SECTION 6.1.16 SVWIII IIQ, GOLF, TENNIS CLUBS Stand" tIt�o Wd or 6.1.16 +tech � goo Vorla WA; duet shalt be a The switnrft per. & Ow Wit � pumpbr0' � � any 8. SECTION 4.1R6.A.3: SIGNS IN PUBLIC RIOMTS -OF -WAY. 1 d 1 bsdd h A MW be at keel sovw*6&u (76) lint horn go no~ property " oW at A3 SiVs in paft 4pft•-o1�y; provided (f) Via subdlvfsbn at planned devekikan ant kha°r foot Of latest are bwOvd hventy4100 025) lest ftm ww exisirnp dWW ft on an aclbkft to t e'rfnh rho sfprt portabs abets to pubflo ►ighk;f-way: (2) Me aw fe either a establishment Pr r, WfcW #4 More the id {{port w11k h S is loveW ebub laid In a eonviveroW subdviske sigro or a alga Idantlykrg a Planned aleve prtrent wMarbod by aeecftia souchAe 20 16K but or kx%NM dbb the pool may be oanni7rucded no baa than AaueratoW (26) {teat fiaom 19. 0, 20.0, 28.0, 2Su4, and 29. Q (3) the theedsndtrbpa" hagufatiehna, oihar {than astbat.* frortape, not not to 8smr as 00 newaurt PropQW line of such kart In a comrrretatal or btelrtst M dr b. Wien tone to exoe ed 32 exceed Sao that rsgufetiorar, epplfoaDfe b the At wlkJt tihlr tnaa b afiieC/n the erlprn pa►teuins aheif aPiri9C and IMsa as ostaalslad piarsthant to section +4.75.20 d 8 .top Otto applicable � � enY.Brch pod is located abuts the treat or akta Jinn of, a k aixoaa the aArast (4) Il Eta sign h !boated htetihh Gen entrance corntior owft ofth ( a eertl6eato of !locum any rtaaidti AW 8 Wit, y wed, fence, or ehrW*Wy deal► be �prnpritd+mvss is baeiad by the archoscaval review boar!. maid o O ffil fbec a or to. structure erected or P*904 eve es to arrow srrkf wall �, m marisatd d!' goof harry view ffsorn tits AttereSt The Cods of Dermloptttent (Saetotion A pop 36') sabblieh s an aft atlw standard 100 s[ V non a �)aidttrttlak t� a for slgne; to be pannitlard In public rigid of ways per County Engineer and VOOT WON Wru6esl d The boar{{! of aupervison; ►rie4, for dye pn*wbw of the hp&Vh, 481W, mortis end approval veep PRO" wefhre of the raonnrrhartty, rrqubrr am* addbiorref omditm *a A doom 7. SECTION 4.16.11- SR*ME SETBACKS This amen applies a Avo4faot salbeok from dw r% ft of way iktr Ago. Such � � � � � � � 0 � Pa;krerilr lines, addilyanad psrktrng rrsobloaone toy cons t wNh the NaWftrlaood MltodM ab"Weape deign. lot The ftMlowinQ rsgetetbnaa psrtahlrrp ro tine nantbar of sr(prts pem>Itird Pal kit or Wdlden, all � uhf woo In Anna A wS heap a silt Mart p�a0 slri(a and flwabo! Mcaelorrh and orraregarriert oFNgAiirtQ< arhd otharr l+aasoAUttrla n eafab ftWn&% Mw alga wag so h ftft and Sebaralr r WAisimmils 4W $A* for oaoh e. AarVedfan for aonoatalons fW fha aoAft of ko04 �t or &*vf bmw t Ayr {daub U) oe: � alert for te48oh a sign porna3 is required tAa M the Flimnad UnN Dswkpnnnt (PUD) and aldetaalk and sub axe.rd at low app bop beyond the aidevwk. Thwelefra atgrraSp rnrerttbarat and U g ldsrgitbeoAhOOd MOt1pt (NAtD) zo►tktg CtYediiCts wadi beat lea ft 12 foot flro is any aurb. As par The Oado nt ttewNePmsrtt (411"Son s OW artier apeoW tree Pa►W pmveo tams. w a pop 10 we eequeet VW the setbacks eNabb" for frOraz1l o Aglt�of- This tahgtrirsd divarroe IdwAMd In lhip'asevon for the Wadion of � 4040 LU Sign Ana San � be reduced to long as Do locaton is apprwnd by VDOT and Ow County 179 tteerq would d date a teethe suburban dewbporwit for ilea club, roe rsep+est O Z cn No Type Number of Signs Allowed ( } HOW 8otbtaelt �� that tlhh ahead- by uasivW because it do" nd support a atom eotRpdrt N Q 24 square (awn) ( ) c inttlghbbeleng W I*ird OW ktAs sub Nod I 'tire claim VM be WWW � � Z R�RE11T10N RBt3tA.A11O1V8 ($ECTit2Dl 4■1tL2 AIID 4.18.3.3) n� howwar 1 or mice per ehatablefrtheeut, w atutitorhtad by zoning aehrhhtistraior fad, a feat 5 test 8. SECTION 4.18.2 valet Md be Worked wWOn 126 toot of any exle g propm iy line not soeociabd wtiBh a[ pgreegated lbw. A2. Farther, ore would Nke loo allow far corhe osda s; to be Mowed wet hotrt a N a This section &X*w dbmdwd romeblbnns kbrmoreatk irW om miles for vadws 24 square � Amite anti dens W. Drs to b kaM6% this andkon has not copied eft knko idea spocbt ulep,pstrMlL \ Z 11. SECMN 8.6.1.0.6 APPLICATIONS AND DOCUMENTS TO me gUMKMD (TRIP W I per etratel rrvnteg., e>r 2 per entrance, per Joel. � WINERy►tfoN PIOt,IiEBij �1/ lot with 100 or more feet of awdi tuous � if The Code of Devdopnhant Pecllrswl A Pew 16) Is sp oft as to whWo. hour Wile, irtr Awesbandkv street ftontegs plus 1 per lot {the lent is mono 12 feet 5 feet and what Illidu os wig be I clnded b the ameally Uri open specs arose. This The, applia d mqueft to valve this requirement A traffic greeter than 4 atass and hoe rrhuxo ithen 1 shoo sib includes a ChatnrAsl pw, a tNnenrr pack, a groanrragY. series of pocket petite, trliber been heneh+aled as pert of tlno Nollyrneed Town Canine pruger Plan and eces 10 approved entrance on its ftbrdage shall exceed cwt a "house wW a pool. Waivtrg 4,1+1.2 alkabutes aura pt>7Mh11lei and bafAa motldbhg. 12 squero wlPonowen owdlkils Is b i en the rah kinew rocraNkmal i iieffi!w oatelA ed in {teat title watbn and qua atendords eabdillsibW in the Cools. of Dowtoprnent 12. SWTION 21.1.2 A 3 11111011111101.111111 YARD REi2UIREIN0" 9. sti;CTHM14.1 A I L1 0"MMOI sTANDARD8 21. %2 to malftallerl and nmW &*as dttaErlaiir: Ab pwtim of srry sbtcr4 m, axckr*q AVW aw be i xWW doter titter* fii(y (W) AW to any mart or new 4.17 4.a.1 eEaah parCed� eoroapde fhoinp a+oAfalrsbtg craly entree or more eb>�- ttr�y► afeaa dr,ecr. (araere.d � io-e� 7 s-gz) ds[aetrad dweOV4 ahal OWIP ► VAttfh the lroteauirhge (Added 10- 17-0f) 0 N O ri Original Pr(Ifiler: X aay + ib Ton, tde #en crrie®i aeaer a notify 6e L.L The Owner aluall oon"y da trapohtslW tY of initially tdla eoffatdalrla Units m the: C.My in g of the cerawiance and Pfd the rump. add," and tele�tox Cif rllOtr!!C8 seem setbagae nt ownem of bu within On Property. Wi the whiten approval of the Cutne V s potelvid gyanter, and sdtte thit the 11quiroments . of tbis Pro ft 1W2) ban bode SOUSIOd. ."•r W Subdiviiiion AVM fire owner at its suacessats may maAw which lots teal wdt-typ es. art d 10 2007 an the wbdivWoa plat cur attee plan tluat wilt cootein sffwdxtble minx a+u provided ud this pmifa; �). Ih>e ing ibc Afford" , ur f&a Tam. vtea tlai owner baR M Date: Sap MA 2 p vvieiod that the number of die Im so dasinatad abadl not be reduced. Thu aoacal owner apt etho days of each r�o W or 1�ort for 'Ors 11� ""� � � o sac Z ZMA 8: ZMA 200? -003 Hehllymwud Taneai Cxs>ner Area A-2 ► • Tax Map pascal 14umnbrxe: 32-50,3245,3246 and32 -44 (potd+oa►} promised time � coatstrradioa ahaU owe omits e�dable to >>otrsehalda wile 3aoorwa leas {lean �yd,a io 1ho Albtamsrle fawty Hcuts>� o> a spry` of fist seadtsi or !size � M (VA) of the aces median ineoama sacda tdhnt b m=V Of PnMW4 b Unit matted {bet lows toes readai T loot each moil road tine tx m of the t ltd or lease N �.�..� 44.3 Accts to loo reaaaood tlnsa RA to 1 intftseat. teal esalo W" and homeowne s inshuanot (Prrl) do mod aa�cee I Wrty peeecoot (30%) of In sdditloty the A�+�a Togo. the lbo" ri 4 o"'W siholl puWA& tai tine U >a con eancdcm with the Cia4.3 cre s ID b neat>gan oadtled, "DMA � Tian litr � the pp m hottat imm hither{. C.00ety, if regecafed, any reports. of rare! or lease or atihee dais perming tci portion of "ymead Town Comer Arm A -2 dated ' March 13, 2006 (revised Angus{ 31,2(07) and zepeel auhtns pia ilia t�obatyt peaty twsowbl]� X118• Hanyinced Town Center Ales. A-2 MA 2007-001 Pa000inp; APp>�oo''K� Model A. � units si{{{ll the aeffhrdabla a bauabholds with � � � � �w District and Code of Ilewelopmemt datd 5epam'her 32„ 2007 incomes less than eighty p� (8drib) of the area %uphao f� hmmC (me Aff'oadsl& Uvd 2 Mihin ore (1) year after alvovsf QoeL'fjriog IgEeno"}, sumo that the kaiimg coeds consisting of p=Cipenl. haler- "d emote tsnxexe, oboe e1js11'bo and boinwwaer's bsstmrow O" M do {tat exceed d*ty pecocut (JW) of ilea Alfoideble Unit __ t to dw noethem boundary t • 37.- 30.32 -43, 32-46 ad 32-44 OWli m}, otnmprielms 44.5 adores Q ht� P�'�► do in no evat shau the s ift prim of {anal{ efEardabie p, M gproet 1l hem the intsteetstlaau of� and two tooudnbolmd t�l !totes, crao O Ava A. mecting street will kvve two Tan: Map Parse Nmmbtea. � bo mod to be jen than the grader of 0%# Hw d" d Nrnsty 7$w@snd Cow Hutmdred 17oHsrx ate subject ID sent n*N; apieetiwm ZWA 2007.0001 cad to ibis Proffer Slniam�i (she "Pro n. �) or "y-fm pore" (63'48 of the gplic W V>tlpeta Hoing �t A�rity �wdibound wa owd NeyrAe lane. bidelly, m* hing in each may be O The Property is desixi ed with mots parliceyLdtl► Cxa s plan eatitled, 7dMA Application plan for fg19a. 3 Poedan of Hogynhead Town Cesamae - Aa+ea A 2, droed lr xmh 13, 2006 (rawbod August 31, (VGA) for 8zat -time lroaa�e butyas at the befog of a 98.elap► td0iaed we oaf peaddag N Q 2007). and aibefisd bret�exa n ( "CieoeeeI Dave lopmeat pima.). The Owner of ilex idetiilflaation and 9 pt;iitid y+ ymoed below. The Owner cr his ssoosaeab in it, tat a Property is HM bed h cto aroap, l.LC, s vlr "Go Lmited lisbilsty ooeaol aa�► (9a>a "Owner")• norey at its ophoa lxovide dm payment wo a or sob: secancla (WbW evowd muctgpsgese) fin B. T4aRx Cwtec Ddtee (Pra+ricittaly Access Rood A} {lone ties Bearer eieigroe of tiro itdD tutee to costa to tie �, sc butt die roadli ad $tat mortgspe OW housing coals retains 4 �g bom►dstty at tlno intawction of M m tug Street to its Wermectaa with Mft Reuse: N W N 'Tit Owner hereby vofaa ly Pea Heat if the Albeinetle CSenaxstY i3Oerci erF ear below, the pea �eb nh depmibod above. A1fitano al piingimms Or i �e deac&W wove 606, sbhe leaoMn as Diehlksraon iZkhaa. Tlhds section of Tawnh C.mlac Dative elasU be .MID e+ x O tine Piopaty des Ndgbboahood Z►fodal > (NMfa) C rregaOSaoel, tiro Ovrmt abtall mint be acceptable tD the primary uwt~ kader. AV soft seecond .(aBlent eeooad ncortgege} ootadrs W * accownwilemv two is v j lees, with a crew wt*co q*wve:d buy tilt cinunry ►e�� � L vrith rte fielloNitng pmf� P to Soodon 152 2303 of tits mucitd ea pace of die shflittadebie haydiug ptotTer abet! loo Cipanted a the C` of Arlo It (duo a d VDaT is a nhmimuan W4bot sidle mi�of -wsy. W develop the proolamortp in accord " Cour ly) or its dwipw io be used a addtu:as affordable hearing. Each log unit qualifying Mode of V}cppw* 19S% eve amp, nid'p� n Section 33.3 of the County 2+o &S under {hate Qsass� mm as of o (1) at'ordeble edit. of ride str�et'ahatl bo doomed to a it is � the note. Tien conditions am v'olm w* Pufllnred ae part of the maqueatod rasher Iola and tan Fa +ref ilaL Pmtfar 2•, eARm�tan Owner aeslnuovwiedges the oanditioa+R are y+eeaanebie. :won �71dA 2007-001 is to be recoaonaatided by the Albeapsrlxs CauanlY Bosrcd of 5uperwisats foz iaaeQ See u j C denied, bete puffin" iaomyeditde►Y be nhthtl cad voM and of no fac@axr>� tad eSeow B. atal� >+ and 'ba o�wnar Itas oisr»iitted ftomn Ira CoUaiY $ w �..� v 1 In hail d a d recta for each £oar -ti t afford eMe unit shall {alit � thei ilea sit edt is sth5e {mad � fenrtiratFe: � TO � 1. The Owner slut! provide at'atd" head" agUat to twitidy I arc I eaaceed tiro tttm metal and nnwd macs not rent ale as ydWislyad by the County Housing Blatt herein at" be conattmW iah accordance, vritb the b6M Code of �, (7091) of The toad tut idea ial {mite oresstsvaled rah the Pivitaaty, lit the fm= of fer'eels '[he rose! nmpravesmdoiCs ` coadonoof to and iovtnbouset, 0g1°dOO !jp°p°'� b0'u�01°°°' "1" ' °°d e`w'°'0O` 001oe. in a k sabeequeott P�er.�iat amt rent for ea�htlam�ubat sdyamdabk twit may, � u ,rep, 0 pint of MA-01-W1, apt! wide mad piers wed by U +Owner �' � c amid. Al lase{ 40�K Cti 11ae w a dsbla Tarifa unit lie m tit tan Ct for :Pie � cad be incieseed up to lbaae pees W (3'No} For PopOSO Of this pmffiwr 60 Tema "net treat" rtmiag6hroved by to Vim Depadto" of Trat�torlmlm C`iTIJM, w Wwahotaet. 13soh sAdhislan Plc sad ode Pia° for lard wbbirpcsoad days ar this the lots mains the tin rent does to inxtdnex eel paid rodminn - 'line n sboslliobnt that tore rttt for y� � L • ea et, tirru wi11. subjod to lhts tames and P�', wait £on�mmt {mite meg► not exceed the mpatiaaum mLala eagdtlidasd in rids Pro�hc ZB snail 3. The owner slydl oemstaroet ta�eb public tpt�l8it stops wkMa �-•e �.�/ c or unmts qT for a of ten (10) Yeas fbllowiCa the deft the: Codficere of p=Vency is issasd dry tdie {•L c rpurrtber of such Irpgt of trt ' 1 1Od Town C Aim A�2. Tlae Igcrhtiein of tba prolix trathait slaps tabrill lot: idaetfled aft a fthble em desaibeed herein, and tae a De ca&y for cacti fmt -ntnt un debit mail, or am>a111ao adb ere said as hour or mnderok cost touts � �t Pisa mad rnwciad is the fit+es Tlaa lcivatlitrns ekt11 be W s ao�oedable units vvithiaa Caeca M*&V,isioo flat and site pima abed! 000stim" a of trwady 4 as such under either the Vattrinia Hates � Aubaxfty. Fames Homes by the DaecW of Plamm�B Prior 1ep of dw f mt OWh*W m P1p ter Wire plea for O W � 3 percent (20%6) ofline iob in sub wbdfvistem phi or site Pk& � or +lain and 'Urban lbvdnpment, good= 8, wbiehever oauam frost (tic �yenesd '1'nuan (Mister Apra A-2. Cnustructiou of the public taw daps doll Cnactct in U- far sEfoadaWle uadts in tits Csvo®t eta r leTE°m") c jut +tome imprnveena hems *w to ambdiviviem girt or site Plato or tw public sbtt piuw which O ,be CNrtnes' maY MsuY9' -owl' or hts� omits *at 'm the agBegate sarnaed dm (sx iodivideaal olidivieim plat W site plan tladli of blc bpowde ties area for the Ususit eDV& Itne Bn of aaah.lrublio tzaatait sag shed! loo refs 4 to tweaxty peaoaot p04) na3adtitamaa for sucbe scbdivisian plat of hole: pplaa. and anode ad�deanel (2). A11 d00b lttS ttuiy inmCroat m the atiin+�teeita y yDOr Bn�xwr, and shalt itrueiude na idra lima X00 sgxitye foot of ` W a affordable rib rosy bs sl>bodod tawArd rho twenty P ( )' mininpmon on suy fltmmre mite &nq t1D Tam abut! contain Ingua r toot such unit is subject p� x � c ,e,Miviaiom, pier or alit o m, provided however, that tine i nodite m uumibea of Madrtbie units twat an the txacme of dhia Proffer 2. In addition. all pertSining m su oorauteCysihee of any bnserut W Z be, = I'd. or she backed shall hiot Ceateood twenty percent (20%)1 of the total units on any arffmWile milt, or amt' plat during the Af oilibla Tern aba11 contain a c5goz>;tl % and ball 4 � ilagiaaadng wiflr tdae 1Sisc yfeQket !tame tnnit, diet Outancr dealt xx�xnnributes � amt U r May disdossre of the rtstriWoms and controls atshW hed by ibis Profiler M At lots{ dwW (30) fts a per dwani ng unit bus for to �lpinposE8 of Drift BvWded, oft r Y sa divhdan Plat or site Flan. Prior to tines eoaveyance of arty Wart (now than liar the seemring of a mWpp orde dead of tr ed) in ; aq+ �, lsublrc. safehey. school, P� � tihtwY �. Tiro Dash t C W 5 F-•I � 3 2 w > z F-4 o L LL V � LL Z D. g vralear. The Owner sbs11, to the magi mom extent Dame as delm�d by �-r L W Z ado adeiitiow, afonm w dw "aae�En to for at least 100 dwelling mthb Poor to nasuahaCe by the t Otltitj► a building pexanit titer vhtoUid is to C.ar,o n • P> 1bo Wolff £exit of rm floor areas (sgg e) of G.L� v tteitisvxs a ztaayoval rare ZOX. better than would odatavries be yegmiesd by mudtodme ilea aem�ieaz< of mare � zvo,AOO acl►oo attrr■ 2 Pm)lcolinn Or o (Albemuls Couty Cade § 17 -1100 at slag) nP tb it ms01*01 p4 of aienmaaLll and office VW am atee -*i&z rho Pmpatly. building; peciaib ahetl bm beta{ tasued tiuC k�sbs Of auiveyin$ dha Lod. is'ePedn4l uae air Wore glees iheueof amt peepacdnQ end teoardiang otye sn C y► percent; (809ft) remmovd mate Tuts each Oboe. by the OSo=v for at least. 600 dv units. C V C ar mace deeds of dcdicalian. 10. Tito OwnieY emu {drat die 12. Iipai .{lie. ngeaest of flu �xmlY, tare Owner ahail tee .friar L C In ties P*w t to be dtf Tied and conic toctod by merit Pnbuo we a. ry�tt�•of -rvay detamiamd to Ire appnopriaDe by UDO't std tlu CoWSh' �, $ The Owner ,bell ooeemdbaee $5110.00 oeah per unit. to ooaaenarciti std mired -cue bsTelti s i. {item $tttm Town eaaler Vtm to the PraperWs botany with. the ptopooki Willow Oka be paid at the time Of issoanoe of each building ptim"it, fret the papose of f� the expansion Or tojeni wa steudgie i; flat c epoegun, (werity- three: (23) t:eedti: per) W � Of oumdoOr rnta+exRiOraBt1 fiaciTahes as 1wrodne d by flee CoumtY Pa1ea anti Rat f for t3oe�p and S1ae1I Las sot ilipe$a in tilt U.S. (9met a 11 �. as shown on ilia Cihrmetal Develtopoaueapt Mom and vYiiMea.Blawle C6 as shxrruxa on the WW devdopmad raIlleiial Sy�y Viaeian 2.0, idly 2086. Prot to tht i of a tpniiditu!<Paauit opt Owner deal! enliasat a Block Plan (the OWMow (ben Cam"). Upm fhb me PWN Of time C'�ou County, the Owner abNi C-" c Recreation Dt�srtmew. a cac0ldcsiioo $hem des * 2 rrertifl Prior to flee I7dt+teesot of Cem�itey DervelO�t that 1bC � � nocaWCy �eglgps eeeeuseetbr reQtai W far the Willow Glean �n and all tmpoemy buillding 00 MOM LBi3L1 Edaadulla Bd me 1ine.Ownar requue W that s cak dcW of O=VNWyr fins co�vctiaat reuaemper� to spprpprlaer patties, including tine de:vdopar of die pautporod VrAlour Blasi my bu lft for which a iicxmaed achiLect tondoted sub a oectlstica lk dyt OvvAw ANN AVIDG if to the � io atilouir the ccttrtnoticm of tlyd Willow Chen Conmsatioei. AppeciYal Of the Cou>apiy Rsp(imCr andit owner tr tbeloe ow oftre cohmaexion to Willow Gim rapt be slated flow the W a 9. Co si f s Done *r Oaf f)aranTmity Development o writfer2 staDameettt that tltati {lye A. (unite! Sipes. Tine Owner shell apply for cs'&4 slops vwvera. Ton' spry/ coeds *heated buiffl was built to the plums on which idea cadfiatc was based. trot wth wi In the 13enyt d Dccasofr m Plop roc a moats enitam leiOetfigat to bxplh Sae Owtaat and the in c rl" dopes governed by § it-4.2 an Saar. of *c Albematle Cnunfty Gods. tWouyd>• w7a� still penVleLs ac biro Wii&iw Cm ,r Txnvia a :wr Dsivee. 11. nabLlh& Prier to the is uwm by fke County of a braldi g pesamlt 1h1t wow D. Paodm and seielitiaeaooZ Coestoyl. The Owner absll,,to tine marsima'M opttreaht prnctienble sup) a fiats camstaudiem of my sgme feet of groat fkW aqua (a$tre6ahs) of con;epatdd and 13. . UPWthe toques of ON County, Owner d s}i potit rin .s Authority, y, p9 mu stk>ttiehrual etosiw cad office >I� 11Ctox arcs vw1� the Pyvpacty, built p ntlaa>l leave been ixaiaead by the Cowtp fat and cormai 10 • coevoiti fl► Dov�etopt nt: � Ito 3aatiotn O « a dete;rm®ed by Couut9 Picogtann 13.2.3152, et atq. Cpf the Ctudts of Virginihi ('Cod1e") e:txitading ProP�7' � L sedimea><Ooehbtbb to W&WVt s SO&O sit MWval rte Of ad0y percent (W%) frar tins for the of $ , bu , 6• adeblidutsg, co mtnctt% £ property. '(As s tafereihoc. curretat megubmorr9 stttlatussi Whieve a 60% S � �, � 0 ar'L' Colgriling ':. taauilz�dng ( M m tiara exieaet VD01` mautieaas teat oC X _ JOB NO. a opCimal removed rtes.) _ pat kupaeti ta) Rowe 29, ad moth end ua w impcov=9W thsaoe iddd tiaarowith. a to z C. Revesgetetica. Whoa nt w (9) mouam after ft s� b installed a a r all ilhe daaaaded Ooafinl pacmit, get�.atee:t 102036 areas, moo far area the Peon Authority deterioloca we 00 rwiafe P 7 debigmed or ate tinder cone troetin witia an etpph %vd building pmt{* A {lute (3) Wirnelgfs tlae follaarmg ftttu+C month Calmat az ter ilia installation of P vaVbdien tmihy granted by The to d SCALE proem AAwhy dw to special btu mot 8M�{A�e (CIS] (IM114 �''/Y�.X.NC(-. sot N/A cc By: Oeo gore Paints, LL4C. Au6mind Agent. SHEET NO. s BT • w...- ---�, 34 NOW J o S F