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Home My WebLink AboutWPO201100035 Plan - E&S Road Plan and Comps. 2012-01-30GENERAL NOTES OWNER/DEVELOPER: MARCH MOUNTAIN PROPERTIES, LLC. & MARCH MOUNTAIN s° PROPERTIES I, LLC COVER BEIGHTS DEVELOPMENT CORPORATION s^ ^ 5380 GOLF DRIVE, SUITE 103 -- CROZET, VA 22932 UTILITIES TELEPHONE: (434) - 823 -2003 STREET DETAILS & CROSS SECTIONS FAX: (703) -997 -1490 UTILITY DETAILS CONTACT: MR. GAYLON BEIGHTS ENGINEER: COLLINS ENGINEERING ROAD PROFILES 200 GARRETT ST., SUITE K. DRAINAGE MAP CHARLOTTESVILLE, VIRGINIA 22902 DRAINAGE & UTILITY PROFILES TELEPHONE: 434.293.3719 DRAINAGE COMPUTATIONS FAX: (434)- 245 -0300 E &S NOTES AND NARRATIVE CONTACT: MR. SCOTT COLLINS, P.E. EROSION AND SEDIMENT CONTROL PLAN PHASE I EMAIL: SCOTT @COLLINS- ENGINEERING.COM PRE - APPLICATION CONFERENCE: SEPTEMBER 19, 2008 TAX MAP NO.: 055E- 01- 00 -000GO & 055E- 01- 00 -000A1 ZONING: NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9 -14 -05 BY ALBEMARLE COUNTY BOARD OF =) SUPERVISORS TOTAL ACREAGE: 2.58 ac. SUBDIVISION STREETS: CURB & GUTTER DRAINAGE DISTRICT: SLABTOWN BRANCH TO THE LICKINGHOLE DRAINAGE BASIN WATERSHED: LICKINGHOLE CREEK TOPO & SURVEY: JENNINGS- STEPHENSON, PC. PROVIDED TOPOGRAPHY PROVIDED IN AUGUST 2006 AND UPDATED DECEMBER 2007 AND NOVEMBER 2008. FIELD VERIFIED BY COLLINS Q ENGINEERING IN JUNE 2010. LIGHTING: NO STREET LIGHTING IS PROPOSED. Rrc` 69r CROZET j UPPER LLARD FIELID "� ALLAR FIELP o OLD TRAIL w PILLAGE NVO'\ �a r b HI TO CHARLOTTESV! E TF TO WA ylVESBORO 250 WTON To"'- T O VICINITY MAP '�STA�TS�� Est E` SCALE: 1" = 2500' LEGEND EXISTING CULVERT L, DROP INLET & STRUCTURE NO. r CURB & GUTTER -0- VDOT STANDARD STOP SIGN - — — -2W- — — - EXISTING CONTOUR 200 PROPOSED CONTOUR 411.3 THE TOP ELEVATION DENOTES THE 405.0 PROPOSED ELEVATION OF THE RETAINING WALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION OF THE RETAINING WALL. 411.3 PROPOSED SPOT ELEVATION R2r 27' RADIUS ON F/C OLD TRAIL VILLAGB PHASE 9 -BLOCK 13B ROAD PLANS WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1"= 100' CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 PROJECT ENGINEER COLLINS ENGINEERING 200 CCARRETT ST., SUITE K CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 Sheet List Table EC -3A DITCH s° DEPTH OF EC -3A DITCH COVER EC -2 DITCH s^ ^ DEPTH OF EC -2 DITCH -- EARTH DITCH UTILITIES DRIVEWAY CULVERT STREET DETAILS & CROSS SECTIONS BENCH MARK -0- VDOT STANDARD STOP SIGN - — — -2W- — — - EXISTING CONTOUR 200 PROPOSED CONTOUR 411.3 THE TOP ELEVATION DENOTES THE 405.0 PROPOSED ELEVATION OF THE RETAINING WALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION OF THE RETAINING WALL. 411.3 PROPOSED SPOT ELEVATION R2r 27' RADIUS ON F/C OLD TRAIL VILLAGB PHASE 9 -BLOCK 13B ROAD PLANS WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1"= 100' CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 PROJECT ENGINEER COLLINS ENGINEERING 200 CCARRETT ST., SUITE K CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 Sheet List Table Sheet Number Sheet Title T -1 COVER E -1 EXISTING CONDITIONS S -1 LAYOUT S -2 UTILITIES S -3 STREET DETAILS & CROSS SECTIONS S-4 UTILITY DETAILS R -1 ROAD PROFILES R -2 ROAD PROFILES DP -1 DRAINAGE MAP DP -2 DRAINAGE & UTILITY PROFILES DP -3 DRAINAGE COMPUTATIONS ESCA E &S NOTES AND NARRATIVE ESC-2 EROSION AND SEDIMENT CONTROL PLAN PHASE I ESC -3 EROSION AND SEDIMENT CONTROL PLAN PHASE It ESC-4 E &S PLAN DETAILS AND COMPUTATIONS LL -1 LANDSCAPE PLAN & DETAILS MI. TOTAL NUMBER OF SHEETS iF'�`•`L`�,r' Ike AlSerrrarle County late olr��rcnt 0;partmerl � _ .. 9 _ "Jt vc, - - APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT COLLINSZ ? Lie. No. 035791 IONAL I zizlz L9 Z RT Ln Z ■ • M M N d' O N N W J J W F_ O J U F_ U) F- W w U) F— W (y/ L.1.. Q 0 N z :5 CL 0 a 0 cc m M Y U O J CID W Q Z a W 0 J J DC J I I Q V) 0 4 7 a a b v v 0 a a a a a cmr 0 v 0 L W v V O0 O Uv L .n 0 0 L W: w W w Ln f NO. 009 ALE %A E{' NO. --1 c� w 1 v n 0 S . U x Q) v r Q) U O `CS a v 0 U 0 0 0 a a z Uj 0 ri E i a o 0 0 M 0 0 0 U) U) In W =) oZJW�� 0 Q a a- 0- H z z 0 z U o 0 0 Ln En M Uj Uj W Uj L9 Z RT Ln Z ■ • M M N d' O N N W J J W F_ O J U F_ U) F- W w U) F— W (y/ L.1.. Q 0 N z :5 CL 0 a 0 cc m M Y U O J CID W Q Z a W 0 J J DC J I I Q V) 0 4 7 a a b v v 0 a a a a a cmr 0 v 0 L W v V O0 O Uv L .n 0 0 L W: w W w Ln f NO. 009 ALE %A E{' NO. --1 c� w 1 v n 0 S . U x Q) v r Q) U O `CS a v 0 U 0 0 0 a a Uj ri 0 0 0 •� L9 Z RT Ln Z ■ • M M N d' O N N W J J W F_ O J U F_ U) F- W w U) F— W (y/ L.1.. Q 0 N z :5 CL 0 a 0 cc m M Y U O J CID W Q Z a W 0 J J DC J I I Q V) 0 4 7 a a b v v 0 a a a a a cmr 0 v 0 L W v V O0 O Uv L .n 0 0 L W: w W w Ln f NO. 009 ALE %A E{' NO. --1 c� w 1 v n 0 S . U x Q) v r Q) U O `CS a v 0 U 0 0 0 a a vi cy, TMP 55E0 -0, -H/ 131,0 TMP M RCH MOUNTAIN PROPERTIES 55E-01-F -?)6PIEDMONT'SENIOR LIVING SUITE -103 N82' 32' 08, 'E - G REAL ESTATE, LLC 538&GOLF DR IVV -L=l 7.40, R=11.00 49.00" A=90.61- ROZET 1 32 TMP 56E-01-F1 1, 1 1 / DB 3739, PG 307, v L=8.52, R=475.50 MARCH'. MOUNTAIN "PROPERTIES- A--1.03 5380 GOLF DRIVE SUITE -103 CROZET, VA. 22932---- --- L= 19.28, R 12.50 A-88.37 _z L=80.79, R=5163.45 Q 8.22�L EXISTING 12" WATERLINE--1 Nl 7' 12' 58"W/ N83* 10' 28"E I LL=1'1�4.00, K=00;.M.0 I U ZO t 694.90 0 NNW 0 A-- 10. 39 30.04' J w<, Isis 4 At STORM SEWER EXISTING 11 7 OUTFALL S9' 37' 55"E T so EXISTING SANITARY SEWER 49.60 BLOCK UNES FROM APPROVED REZONING wo at at 7, It L=17.77, R=12.50 A-81.45 2 BLOCK 13B _ -- N25' \50' 05"W 9 213.46' ,t4�4� \ - T" ! ! _ - - - - -! - _ _ TMP 55E 1 -A1 TING 12" WATERLINE 3 -- ----- __-EXis MARCH MOUNTAIN PROPERTIES '} m \ 1 ,,_� -- _ ! -� 1® 5380 GOLF DRIVE, SUITE 103 696 t I� s; : - _ -- - �! ! m'' !_� - CROZET, VA 22932 J, S15* 11' 23"E EXISTING 8" SANITARY A_ TMP 5 5P��() 1 -G 223-25' SEWER MARC MOUNTAIN PROPERTIES M EXISTING 538VGOLF DRIVE,, SUITE 103 PROJECT LIMITS --PARCEL . ..... LINE _7 CROZET, VA 22932 , L 5 N26' 57' 4"W""" -,-EXISTING 4" WATERUNE 27.02 _694 (E) 20' UTILITY EASEMENT 6 ..DB 1445, PG 181, 694 / if EXISTING BLOW-OFF, 94 L' 5.69, R=786-50 ;-7 .41 �60- -24' E , 2 --------- 33 69 - i p 12.66 V L Jie ! N 23' 52' 14"W I it ie z 20 EXIS TING 8" WATERLINE 4.�94' 70 .74, R=l 1'69.50 A=3.47' T 5EI G 22 MARCH MO, T IN R iRTIF-t L=6.70, R4724.00 JA==�O.53 L=18.�2, R=12.50 -- ! ! 53801 GOLFe, E'�l UIT 103 A--- 8 5. `3 6 _ za w (� - CROZ 1A 29 i t _4 t 48.00' � J, -A N75* 58 58,E 2.42 S75* 58' 58"W L=4.45, R=14.56 S68' 05'- 24.25"W e ..a am m/mmummunwas W" q, is a# to lr ,1 A-- 17.51 89.83' 48.800' It firlp N19' 14' 05"W so -Into AN w 3.17 In ' 41 *-IF# Sl 4* 01' 02"E 4,9.00' $Jim to 6.10 NX L=5,2.,00# R=67 LJ A-4.41 L=10.12, R=676.00 A=0.86 L=21.36, R=12.50 TMP 55E1 Al A=97.89 2. 54, a -10:04 = MARCH MOUNTAIN PROPERTIES Ile L= 18.6 5, 5380 GOLF- DRIVE, SUITE 103 X fall IV t R=13.00 ■ S70* 45' 55"W A-82.21 'CROZET, VA 22932 21.00' Oti../BA4 L=2.30, R=1224.00 I-OCK A=O.l 1 qI 7 --BLOCK LINES (TYP) N21 54' 36 "W 7.95' LEGEND: NOTES: TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON IN AUGUST OF 2oo6, AND CRITICAL SLOPES UPDATED IN DECEMBER, 2007 THROUGH 2008. THE TOPOGRAPHY WAS FIELD VERIFIED IN JUNE 201.0. 69 2. THE LIMITS OF THIS PROJECT DO NOT CONTAIN ANY -ioo YEAR FLOOD PLAIN ELEVATIONS. SOURCE: FEMA lot EXISTING ROAD MAP #51003CO2371), PANEL #0237D. ! 3. THERE ARE NO CRITICAL SLOPE IMPACTS WITHIN THE PROJECT LIMITS. 30 30 60 FEET EXISTING TREES 4. THERE ARE NO STREAM BUFFERS LOCATED WITHIN THE PROJECT LIMITS. soon 5. FUTURE DEVELOPMENT BLOCKS -TMP: o55Eo-oi.-oo-000Ai; OWNER: MARCH MOUNTAIN PROPERTIES, LLC, SCALE; 1"=30' BLOCK LINES ZONING: NMD NEIGHBORHOOD MODEL DISTRICT; USE: VACANT. 0! T CO SCOT COLLINS,7' CD ,U Lic. No. 035791� ONAL Lu v4 ON Q CD CD cok C) Lu U) F- (n z W z w 0 04 U) 0 u 0 u u x 0 F- Z a >> a >> 0 Z. o< LLJ LU 0-4 F- uj z z 0 z 0 _j U c c (f) W En 0 c I u>j Lu v4 ON Q CD CD cok C) Lu zc4i cv) 0) 04 < (L qt c (r CNI O cr) 04 < > w c _j U c c _j > 0 c j z w 0 L0 9 0 clij _j oc UJI z z0 J_ < U w z w ul) D uj x U) w c F- 0 z w w CK Ld Lli z >_j Ld F- _j 0 C) w H 0 J� d 0 O 04 4) 0 W u 0 E Lu L c JOB NO. 02009 u SCALE 'c c 30' SHEET NO. E-1 I ` , i ,+ Y l� 4. , (v/ t, t- Ir 1 _�t & �tl 698 DRAINAGE DESCRIPTIONS Length: 302.480 PIPE INFORMATION INLET INFORMATION -- - --- STR TR DIA. (in.) LENGTH' (R} SLOPE ( %) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM" ELEVATION COMMENTS 9-8 Course: N 590 23' 463063" E Circular Curve Data Z Z DI-7 NIA 0.00 NIA 682.02 VDOT SM&I 9-7 15 77.91 4.12% 677.56 674.35 RCP Z Z Z Z 9-6 Type: LEFT Z Z Delta: 08° 21' 51.2214" DI-7 N/A 0.00 NIA 679.41 VWTSMAS -1 9-5 15 60.79 6.99% 674.25 670.00 RCP O � U ? � s' 9.4 1 '-' Q Q ( O Z (� Q 0I-2B CG-6 0.00 10 678.71 VD0TSTD.IS-1 9-3 15 35.20 0.99% 669.90 669.55 RCP � m < w w L O Q 9-2 8 W O � m b Length: 72.992 DI-2B CG-6 0.00 8 678.79 VDOT STD. &I 9 -1 24 87.34 8.30% 669.45 662.20 RCP > o k ( IN FEET) _ d < o a - - Mid -Ord: 8.537 External: 8.585 Mid -Ord: 7.320 External: 7.398 Mid -Ord: 1.331 External: 1.335 - - ; ' 1 inch = 30 ft. 1 1 =30 a . 1 Chord: 319.605 Course: N 770 03'31.7314" E Chord: 201.938 Course: ° �� N 67 41 22.3842E Chord: 72.927 Course: N 11° 00' 27.6597' W 9-38 Tan ent Data T e an nt Data DI-2B CG-6 0.00 8 688.46 VDOTSTD.IS -1 9-37 15 36.99 0.81% 683.50 68120 RCP Length. 131.625 Course: - ° 1 �+ i N 06 49 32.0490 W - _ t U -C 3 9-36 DI -2B CG-6 0.00 8 688.17 VOOTSTD.IS -1 9-35 15 133.21 1.16% 683.10 681.55 RCP 9-34 DI-2B CG-6 0,00 8 686.60 VDDT STD. IS-1 9-33 15 23.17 5.83% 681.45 680.10 RCP 9-32 0I-28 CG-6 0.00 8 686.60 VDOT SID. IS-1 9 -31 15 56.28 2.13% 680.00 678.80 RCP 9.30 DI -2B CG-6 0.00 4 685.25 VDOT STD. &1 9-29 15 51.94 2.70% 678.70 677.30 RCP 9.28 DI -28 CG-6 0.00 8 683.23 VDOT SM. IS1 9-27 15 34.35 7.86% 677.20 674.50 1 RCP 9-26 DI -2C CG-6 0.00 8 680.77 VDOT STD. I5-1 9-25 15 23.56 1.23% 674.40 674.11 RCP t 9-24 DI -2C CG-6 0.00 4 680.74 VDOT STD.IS 1 9-23 15 34.16 5.30% 1 674.01 672.20 RCP 9-22 M213 CG-6 0.00 4 678.87 VDOT STD. IS -1 9 -21 15 93.72 3.549/o 672.10 668.78 RCP 9-20 13I-28 CG-6 0.00 8 675.40 VDOT M. IS-1 9 -19 18 51.62 0.77% 668.68 66&28 RCP 9-18 DI -2C CG-6 0.00 6 674.90 VDOT STD. &1 9-17 18 31.21 1.03% 668.18 667.86 RCP 9 -16 DI -2B CG-6 0.00 6 675-08 vDOT sm IS-1 9-15 18 50.77 1.000/0 667.76 667.25 RCP 9-14 DI -28 CG-6 0.00 6 675.88 VDOT STD. IS-1 9-13 18 35.84 1.00% 1 667.15 666.79 RCA 9 -12 DI -2B CG-6 0.00 6 675.97 VDOT STD. IS -1 9 -11 18 61.57 4.82% 666.69 663.72 RCP 9-10 MH NIA 0.00 N/A 672.97 VDOT STD IS 1 9-9 18 44.37 3.20% 663.62 66220 RCP - 9-188 DI-2C CG-6 0.00 6 674.78 VDOT STD. IS-1 9-18A 15 29.16 1.030% 668.58 668.28 1 RCP 9-208 DI-2B CG-6 0.00 8 1 675.29 VDOT STD. &I 9-20A 15 29.16 0.99% 669.07 668.78 RCP 9-42 DI -213 CG-6 0.00 10 687.20 VDDT STD, IS-1 9-41 15 23 -23 0.52% 680.70 680.58 RCP 9.40 DI-2B CG-6 0.00 14 687.04 VOOT STD. &I 9-39 15 107.51 3.60% 679.55 675.68 RCP 9.46 DI -2C CG-6 0.00 6 674.65 VDOT STD IS-1 9.45 15 23.17 1.08% 668.00 66735 RCP 9-44 Di-2C CG•6 0.00 6 674.65 VDOT STO. - 943 15 87.19 4.51% 667.65 663.72 RCP o7 p ;SCOT COLT > Li c. NO. 035791,2. A�� jONAL p H aw w nw > d cD 1i H Z~ z W z W z z > Z o a O a 0 0 Z a w O w O w tlI DC aC w Ce LU W l w r� L� H H H H H H H uj H r, e-4 H H H H Q C> C) C) CD N C7 N d n 0`Q W O N N C) C) O Ca Co H H 14 _ � 1 1 , � � ll iI f LrJ I I i -- N d WN C CN _- - -- j _ '6..y. --••y _ _. _ iii _ , .°- _ , - -.- .-+. .J' O c k _ } 1 rfl , - t W i r - 2 2 �:- VD STD. - T D CG 6s -� O S w 1 k - 9 ; : _ s _ I ? .2 - , ` 3 - 1 _ R z 1 � ._-- -_ - .:.: � _', - - - _ - ' . � � . - = CURB 8s G UTTE � • 2 '►t Uj -� _ __ ,_ __ � I � ': REMOVE TEMPORARY � �- , _..r1 -t, --- - ,- _ � f '; � '', _ �- - t I TURN- AROUND i , STOP SIGN � w u, - I t 11 2 cii.2 vJ o ` - :PENNY WELL LANE 1 y 9 ( i w _ - GOLF DRIVE _ 2 I �-- so Descriphon: � '_ � 1 ul y-= -- - I 22 STORM STRUCTURE 9 -36 S! I z �' L� 0 0 `=" 1 ,DesCript><oII: Tangent Data ti g NGt FA,MIL �i d r °J i` f - '' m 3 CANNOT BE INSTALLED I Y LOTS F Q Q 0 Tangent Data Len 7.228 Course: N 66° 44' 24.7068" E N �� i i Ci < 3 0 ` t , t 0 UNTIL THE EXISTING 12" G STRIP o , 43. 1" E 1 ' WATER MAIN HAS BEEN ; i - 6 PiIAN - -- ( - f i o I T #N �� , Uj Length. 5.133 Course. N 59 27 6$8 Ctrcullar Curve Data , - - - - -- - -- - - -- I 9 -30 6 U 7s �� - ABANDONED 69 _ - j - Circular Curve Data Delta 06° 19' 51.7650" Type: LEFT A - ° - - Yp 1 i S - _ . _ l DOT ST -_ Delta: 07 43 39.9334 Type: RIGHT y c� ;: - -_ o k yp Radnas. 600.000 i +` s � ' _ �• �- - • .��,�._�� Q - CD L ° � V D. 1 _ Cy °; .., ` .. + a.�^.- ...� v� , �... . i Radius: 158.000 - 66.299 Tangent: 33.183 � ...,r,_ -. �• - - � _ Length: ' -- - • • Mid -Ord. 0.915 External 0.917 1,I y - P ":: _ . -- t 2 :, . R a CG-12 a . 9 3 (�. Length- 21.310 Tangent- 10.671 ..d - -- - _ - T- -nom + - v 1 m \ _ J t7+ Choral: 66.265 Course: N 63° 34' 28.8243" E _ .�., a! _ _ _ - _ __ z . o _ r- ' __ _ +50 k - 1 , Mid Ord. 0.359 External. 0.360 ,; � __ -�_ -- �. 2 _ - >- _ �> P i so fl Tan ent Data _ -- _ - -F o - - -.- 33 (alp . - - ]335' �- ° r „ g _ 1� - -f+P 11c.> /c J S.D . l } _. LAND. �. - _ k - _ __ DRry --- N 63 29 29.2246E �:, - _ 21.294 Course. � _ _ _ _� ---� - - . _ }00 _ _ - -- - - -. -` _ _ _ _- � _ - - - E 1a E Chord. /� � -_ _._.. �5 - - -- -- -- ___ - - ._ . .. _ _'';-------- -- . I�� - -_--- --. 04 0 0 24'32.9418" E . Len 162.9 Curse. N 6 . Length: _ <_ Curve Data / L A - Circular c I' NQ_ - -- _ �_ o *50 - -- Circular Curve Data / /,- 4. +50 ll__ ; ROWi _._- -- _ . _ - _- �-- CG -6 � S rn ° 54` OS.2921" Type- LEFT _ ° = - _ a _ c� Delta- 07 yp Dena. 19 24 03.7878 T e: RIGHT :_: -_ Y :v - - _ - _.____ - __._w_ .=_ 9 36 (TYP.) z - ° �-_._ W Radius: 157.996 Radius: 350.000 - ° - RUCTION _ END ROAD CONSTRUCTION z Length: 21.789 Tangent: 10.912 Length: 118.514 Tangent: 59.830 _ _ - _ _ ' -r - BEGIN ROAD AND CURB AND GUTTER( REMOVE TEMPORARY '� AT STA. 18 +82.69 (� z .o Mid -Ord: 0.375 External: 0.376 -Mid-Ord: 5.004 External: 5.077 FIELDING RUN DRIVE AT STA. 16 +31.06 sss CUL -DE -SAC STOP SIGN t. _ _ ° PC :16 +10.48 ROAD SIGN - ' �Inw�I (� z Chord: 21.771 Course: N 63° 24' 17.0496" E Chord: 117.949 Course: N 70 06'34.8357" E Description: s srw o 1 i o Tangent Data �.. Tangent Data ° Tangent Data ' 6' PLANTING STRIP �� o Length: 145.055 Course: N 79 48'36.7296" E 6 PLANTING STRIP �s 6 Q -. _ - Length: 177.115 Course: N 59° 27' 14.5719" E ' t _ gth - Length: 610.482 Course: N 210 54' 35.7740" W - _ II Q� -` " = - -J Circular Curve Data Circular Curve Data r BLOCK 14 CONSTRUCTION PLANS j �,, i �� - - -- PENNY WELL DRIVE NOT PART OF THIS SET OF PLANS. I 1; BEGIN ROAD AND CURB AND GUTTER t - - -Delta: 230 43' 13.3791" Type: RIGHT = Delta: 060 43' 12.5036" Type: RIGHT I Q 10+50 _- � --�.-- Description: � ; - - AT STA. 16 +02.53 -a - - - -- T_an nt Data VDOT STD. CD -1 - _ 6 0 Length 247.157 Tangent: 125.374 Length 140.746 Tangent. 70.454 ` C� x Radius: S97A00 Radius: 1 f''� V •Z, Length.. 225.000 Course. S 20 34 36.4102E 1 0 VDOT STD. EW -12 LJ Mid -Ord: 12.745 External: 13.023 Mid -Ord: 2.063 External: 2.066 UPLAND DRIVE Chord: 245.396 Course: N 710 18' 51.2614 " E Chord: 140.666 Course: N 180 32'59.5222" W Description: ' Tangent Data Tent Data_ ° , Tangnt Data ° , „ 1 V) U NOTE: UD-4 UNDERDRAINS REQUIRED ALONG GOLF o DRIVE AND RECOMMENDED ALONG ROADS WHICH DO 6 0 NOT HAVE ADEQUATE SUBGRADE DRAINAGE. A VDOT _ INSPECTION OF THE SUBGRADE WILL BE REQUIRED Iv E- v { Length: 302.480 Course: N 83 10 27.9510 E -- - --- Length: 244.156 Course: N l5 11 23.2704 W ? I TO ENSURE ADEQUATE DRAINAGE. p w ZLn I. +I ,, Circular Curve Data Length: 565.410 Course: N 590 23' 463063" E Circular Curve Data Z Z CL W Circular Curve Data -- -- ; Z Z Z Z Z Type: LEFT Z Z Delta: 08° 21' 51.2214" Type: RIGHT j, I 30 0 15 30 60 120 i JOB NO. z U Delta: 16° 35' 12.1.555" Type: RIGHT O � U ? � s' Radius: 1500.000 '-' Q Q ( O Z (� Q O U Q 0 0 0 o U . .-.. U U U U U U U U � m < w w L O Q Q 8 8 W O � m b Length: 72.992 W 36.561 a �, SCALE Z LU : :D O > > > 1.02.036 b Z > o k ( IN FEET) _ d < o a - - Mid -Ord: 8.537 External: 8.585 Mid -Ord: 7.320 External: 7.398 Mid -Ord: 1.331 External: 1.335 - - ; ' 1 inch = 30 ft. 1 1 =30 a . 1 Chord: 319.605 Course: N 770 03'31.7314" E Chord: 201.938 Course: ° �� N 67 41 22.3842E Chord: 72.927 Course: N 11° 00' 27.6597' W ti Tan ent Data T e an nt Data Tan ent Data '. - SHEET NO. a ° Length. 4.802 Course: ° „ N 70 56 3.5.5118E Len 181.945 Course: N 75° 58' 58.3131" E Length. 131.625 Course: - ° 1 �+ i N 06 49 32.0490 W - _ t U -C 3 r� L� H H H H H H H uj H r, e-4 H H H H Q C> C) C) CD N C7 N d n 0`Q W O N N C) C) O Ca Co H H 14 _ � 1 1 , � � ll iI f LrJ I I i -- N d WN C CN _- - -- j _ '6..y. --••y _ _. _ iii _ , .°- _ , - -.- .-+. .J' O c k _ } 1 rfl , - t W i r - 2 2 �:- VD STD. - T D CG 6s -� O S w 1 k - 9 ; : _ s _ I ? .2 - , ` 3 - 1 _ R z 1 � ._-- -_ - .:.: � _', - - - _ - ' . � � . - = CURB 8s G UTTE � • 2 '►t Uj -� _ __ ,_ __ � I � ': REMOVE TEMPORARY � �- , _..r1 -t, --- - ,- _ � f '; � '', _ �- - t I TURN- AROUND i , STOP SIGN � w u, - I t 11 2 cii.2 vJ o ` - :PENNY WELL LANE 1 y 9 ( i w _ - GOLF DRIVE _ 2 I �-- so Descriphon: � '_ � 1 ul y-= -- - I 22 STORM STRUCTURE 9 -36 S! I z �' L� 0 0 `=" 1 ,DesCript><oII: Tangent Data ti g NGt FA,MIL �i d r °J i` f - '' m 3 CANNOT BE INSTALLED I Y LOTS F Q Q 0 Tangent Data Len 7.228 Course: N 66° 44' 24.7068" E N �� i i Ci < 3 0 ` t , t 0 UNTIL THE EXISTING 12" G STRIP o , 43. 1" E 1 ' WATER MAIN HAS BEEN ; i - 6 PiIAN - -- ( - f i o I T #N �� , Uj Length. 5.133 Course. N 59 27 6$8 Ctrcullar Curve Data , - - - - -- - -- - - -- I 9 -30 6 U 7s �� - ABANDONED 69 _ - j - Circular Curve Data Delta 06° 19' 51.7650" Type: LEFT A - ° - - Yp 1 i S - _ . _ l DOT ST -_ Delta: 07 43 39.9334 Type: RIGHT y c� ;: - -_ o k yp Radnas. 600.000 i +` s � ' _ �• �- - • .��,�._�� Q - CD L ° � V D. 1 _ Cy °; .., ` .. + a.�^.- ...� v� , �... . i Radius: 158.000 - 66.299 Tangent: 33.183 � ...,r,_ -. �• - - � _ Length: ' -- - • • Mid -Ord. 0.915 External 0.917 1,I y - P ":: _ . -- t 2 :, . R a CG-12 a . 9 3 (�. Length- 21.310 Tangent- 10.671 ..d - -- - _ - T- -nom + - v 1 m \ _ J t7+ Choral: 66.265 Course: N 63° 34' 28.8243" E _ .�., a! _ _ _ - _ __ z . o _ r- ' __ _ +50 k - 1 , Mid Ord. 0.359 External. 0.360 ,; � __ -�_ -- �. 2 _ - >- _ �> P i so fl Tan ent Data _ -- _ - -F o - - -.- 33 (alp . - - ]335' �- ° r „ g _ 1� - -f+P 11c.> /c J S.D . l } _. LAND. �. - _ k - _ __ DRry --- N 63 29 29.2246E �:, - _ 21.294 Course. � _ _ _ _� ---� - - . _ }00 _ _ - -- - - -. -` _ _ _ _- � _ - - - E 1a E Chord. /� � -_ _._.. �5 - - -- -- -- ___ - - ._ . .. _ _'';-------- -- . I�� - -_--- --. 04 0 0 24'32.9418" E . Len 162.9 Curse. N 6 . Length: _ <_ Curve Data / L A - Circular c I' NQ_ - -- _ �_ o *50 - -- Circular Curve Data / /,- 4. +50 ll__ ; ROWi _._- -- _ . _ - _- �-- CG -6 � S rn ° 54` OS.2921" Type- LEFT _ ° = - _ a _ c� Delta- 07 yp Dena. 19 24 03.7878 T e: RIGHT :_: -_ Y :v - - _ - _.____ - __._w_ .=_ 9 36 (TYP.) z - ° �-_._ W Radius: 157.996 Radius: 350.000 - ° - RUCTION _ END ROAD CONSTRUCTION z Length: 21.789 Tangent: 10.912 Length: 118.514 Tangent: 59.830 _ _ - _ _ ' -r - BEGIN ROAD AND CURB AND GUTTER( REMOVE TEMPORARY '� AT STA. 18 +82.69 (� z .o Mid -Ord: 0.375 External: 0.376 -Mid-Ord: 5.004 External: 5.077 FIELDING RUN DRIVE AT STA. 16 +31.06 sss CUL -DE -SAC STOP SIGN t. _ _ ° PC :16 +10.48 ROAD SIGN - ' �Inw�I (� z Chord: 21.771 Course: N 63° 24' 17.0496" E Chord: 117.949 Course: N 70 06'34.8357" E Description: s srw o 1 i o Tangent Data �.. Tangent Data ° Tangent Data ' 6' PLANTING STRIP �� o Length: 145.055 Course: N 79 48'36.7296" E 6 PLANTING STRIP �s 6 Q -. _ - Length: 177.115 Course: N 59° 27' 14.5719" E ' t _ gth - Length: 610.482 Course: N 210 54' 35.7740" W - _ II Q� -` " = - -J Circular Curve Data Circular Curve Data r BLOCK 14 CONSTRUCTION PLANS j �,, i �� - - -- PENNY WELL DRIVE NOT PART OF THIS SET OF PLANS. I 1; BEGIN ROAD AND CURB AND GUTTER t - - -Delta: 230 43' 13.3791" Type: RIGHT = Delta: 060 43' 12.5036" Type: RIGHT I Q 10+50 _- � --�.-- Description: � ; - - AT STA. 16 +02.53 -a - - - -- T_an nt Data VDOT STD. CD -1 - _ 6 0 Length 247.157 Tangent: 125.374 Length 140.746 Tangent. 70.454 ` C� x Radius: S97A00 Radius: 1 f''� V •Z, Length.. 225.000 Course. S 20 34 36.4102E 1 0 VDOT STD. EW -12 LJ Mid -Ord: 12.745 External: 13.023 Mid -Ord: 2.063 External: 2.066 UPLAND DRIVE Chord: 245.396 Course: N 710 18' 51.2614 " E Chord: 140.666 Course: N 180 32'59.5222" W Description: ' Tangent Data Tent Data_ ° , Tangnt Data ° , „ 1 V) U NOTE: UD-4 UNDERDRAINS REQUIRED ALONG GOLF o DRIVE AND RECOMMENDED ALONG ROADS WHICH DO 6 0 NOT HAVE ADEQUATE SUBGRADE DRAINAGE. A VDOT _ INSPECTION OF THE SUBGRADE WILL BE REQUIRED Iv E- v { Length: 302.480 Course: N 83 10 27.9510 E -- - --- Length: 244.156 Course: N l5 11 23.2704 W ? I TO ENSURE ADEQUATE DRAINAGE. p w U E I. +I ,, Circular Curve Data Length: 565.410 Course: N 590 23' 463063" E Circular Curve Data GRAPHIC SCALE 1 ` � CL Circular Curve Data -- -- ; j Delta: 121 13'52.4392" Type: LEFT 14 _ � 1 1 , � � ll iI f LrJ I I i -- N d WN C CN _- - -- j _ '6..y. --••y _ _. _ iii _ , .°- _ , - -.- .-+. .J' O c k _ } 1 rfl , - t W i r - 2 2 �:- VD STD. - T D CG 6s -� O S w 1 k - 9 ; : _ s _ I ? .2 - , ` 3 - 1 _ R z 1 � ._-- -_ - .:.: � _', - - - _ - ' . � � . - = CURB 8s G UTTE � • 2 '►t Uj -� _ __ ,_ __ � I � ': REMOVE TEMPORARY � �- , _..r1 -t, --- - ,- _ � f '; � '', _ �- - t I TURN- AROUND i , STOP SIGN � w u, - I t 11 2 cii.2 vJ o ` - :PENNY WELL LANE 1 y 9 ( i w _ - GOLF DRIVE _ 2 I �-- so Descriphon: � '_ � 1 ul y-= -- - I 22 STORM STRUCTURE 9 -36 S! I z �' L� 0 0 `=" 1 ,DesCript><oII: Tangent Data ti g NGt FA,MIL �i d r °J i` f - '' m 3 CANNOT BE INSTALLED I Y LOTS F Q Q 0 Tangent Data Len 7.228 Course: N 66° 44' 24.7068" E N �� i i Ci < 3 0 ` t , t 0 UNTIL THE EXISTING 12" G STRIP o , 43. 1" E 1 ' WATER MAIN HAS BEEN ; i - 6 PiIAN - -- ( - f i o I T #N �� , Uj Length. 5.133 Course. N 59 27 6$8 Ctrcullar Curve Data , - - - - -- - -- - - -- I 9 -30 6 U 7s �� - ABANDONED 69 _ - j - Circular Curve Data Delta 06° 19' 51.7650" Type: LEFT A - ° - - Yp 1 i S - _ . _ l DOT ST -_ Delta: 07 43 39.9334 Type: RIGHT y c� ;: - -_ o k yp Radnas. 600.000 i +` s � ' _ �• �- - • .��,�._�� Q - CD L ° � V D. 1 _ Cy °; .., ` .. + a.�^.- ...� v� , �... . i Radius: 158.000 - 66.299 Tangent: 33.183 � ...,r,_ -. �• - - � _ Length: ' -- - • • Mid -Ord. 0.915 External 0.917 1,I y - P ":: _ . -- t 2 :, . R a CG-12 a . 9 3 (�. Length- 21.310 Tangent- 10.671 ..d - -- - _ - T- -nom + - v 1 m \ _ J t7+ Choral: 66.265 Course: N 63° 34' 28.8243" E _ .�., a! _ _ _ - _ __ z . o _ r- ' __ _ +50 k - 1 , Mid Ord. 0.359 External. 0.360 ,; � __ -�_ -- �. 2 _ - >- _ �> P i so fl Tan ent Data _ -- _ - -F o - - -.- 33 (alp . - - ]335' �- ° r „ g _ 1� - -f+P 11c.> /c J S.D . l } _. LAND. �. - _ k - _ __ DRry --- N 63 29 29.2246E �:, - _ 21.294 Course. � _ _ _ _� ---� - - . _ }00 _ _ - -- - - -. -` _ _ _ _- � _ - - - E 1a E Chord. /� � -_ _._.. �5 - - -- -- -- ___ - - ._ . .. _ _'';-------- -- . I�� - -_--- --. 04 0 0 24'32.9418" E . Len 162.9 Curse. N 6 . Length: _ <_ Curve Data / L A - Circular c I' NQ_ - -- _ �_ o *50 - -- Circular Curve Data / /,- 4. +50 ll__ ; ROWi _._- -- _ . _ - _- �-- CG -6 � S rn ° 54` OS.2921" Type- LEFT _ ° = - _ a _ c� Delta- 07 yp Dena. 19 24 03.7878 T e: RIGHT :_: -_ Y :v - - _ - _.____ - __._w_ .=_ 9 36 (TYP.) z - ° �-_._ W Radius: 157.996 Radius: 350.000 - ° - RUCTION _ END ROAD CONSTRUCTION z Length: 21.789 Tangent: 10.912 Length: 118.514 Tangent: 59.830 _ _ - _ _ ' -r - BEGIN ROAD AND CURB AND GUTTER( REMOVE TEMPORARY '� AT STA. 18 +82.69 (� z .o Mid -Ord: 0.375 External: 0.376 -Mid-Ord: 5.004 External: 5.077 FIELDING RUN DRIVE AT STA. 16 +31.06 sss CUL -DE -SAC STOP SIGN t. _ _ ° PC :16 +10.48 ROAD SIGN - ' �Inw�I (� z Chord: 21.771 Course: N 63° 24' 17.0496" E Chord: 117.949 Course: N 70 06'34.8357" E Description: s srw o 1 i o Tangent Data �.. Tangent Data ° Tangent Data ' 6' PLANTING STRIP �� o Length: 145.055 Course: N 79 48'36.7296" E 6 PLANTING STRIP �s 6 Q -. _ - Length: 177.115 Course: N 59° 27' 14.5719" E ' t _ gth - Length: 610.482 Course: N 210 54' 35.7740" W - _ II Q� -` " = - -J Circular Curve Data Circular Curve Data r BLOCK 14 CONSTRUCTION PLANS j �,, i �� - - -- PENNY WELL DRIVE NOT PART OF THIS SET OF PLANS. I 1; BEGIN ROAD AND CURB AND GUTTER t - - -Delta: 230 43' 13.3791" Type: RIGHT = Delta: 060 43' 12.5036" Type: RIGHT I Q 10+50 _- � --�.-- Description: � ; - - AT STA. 16 +02.53 -a - - - -- T_an nt Data VDOT STD. CD -1 - _ 6 0 Length 247.157 Tangent: 125.374 Length 140.746 Tangent. 70.454 ` C� x Radius: S97A00 Radius: 1 f''� V •Z, Length.. 225.000 Course. S 20 34 36.4102E 1 0 VDOT STD. EW -12 LJ Mid -Ord: 12.745 External: 13.023 Mid -Ord: 2.063 External: 2.066 UPLAND DRIVE Chord: 245.396 Course: N 710 18' 51.2614 " E Chord: 140.666 Course: N 180 32'59.5222" W Description: ' Tangent Data Tent Data_ ° , Tangnt Data ° , „ 1 V) U NOTE: UD-4 UNDERDRAINS REQUIRED ALONG GOLF o DRIVE AND RECOMMENDED ALONG ROADS WHICH DO 6 0 NOT HAVE ADEQUATE SUBGRADE DRAINAGE. A VDOT _ INSPECTION OF THE SUBGRADE WILL BE REQUIRED Iv E- v { Length: 302.480 Course: N 83 10 27.9510 E -- - --- Length: 244.156 Course: N l5 11 23.2704 W ? I TO ENSURE ADEQUATE DRAINAGE. p w U E I. +I ,, Circular Curve Data Length: 565.410 Course: N 590 23' 463063" E Circular Curve Data GRAPHIC SCALE 1 ` � CL Circular Curve Data -- -- ; j Delta: 121 13'52.4392" Type: LEFT Delta: 08° 21' 51.2214" Type: RIGHT j, I 30 0 15 30 60 120 i JOB NO. Delta: 16° 35' 12.1.555" Type: RIGHT � 42009 ? � s' Radius: 1500.000 Radius: 500.000 I I n o Radius: 700.000 15 .1 Length: 320.213 Tangent: 160.717 Length: 72.992 Tangent: 36.561 a �, SCALE Length: 202.645 g Tangent: 1.02.036 k ( IN FEET) _ a - - Mid -Ord: 8.537 External: 8.585 Mid -Ord: 7.320 External: 7.398 Mid -Ord: 1.331 External: 1.335 - - ; ' 1 inch = 30 ft. 1 1 =30 a . 1 Chord: 319.605 Course: N 770 03'31.7314" E Chord: 201.938 Course: ° �� N 67 41 22.3842E Chord: 72.927 Course: N 11° 00' 27.6597' W ti Tan ent Data T e an nt Data Tan ent Data '. - SHEET NO. a ° Length. 4.802 Course: ° „ N 70 56 3.5.5118E Len 181.945 Course: N 75° 58' 58.3131" E Length. 131.625 Course: - ° 1 �+ i N 06 49 32.0490 W - _ t U -C 3 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMI TIED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCA 77ONS ARE APPROXIMA 7E. EXACT LENGTH, LOCA TION AND APPROPRIA IF END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUC770N. ADD177ONAL GUARDRAIL MA Y BE REQUIRED A T LOCA 77ONS 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 THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7 COMPLIANCE WI TH THE MINIMUM PA VEMEN T WID TH, SHOULDER WID TH AND DI TCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S7RICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID►. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT T ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE C AND W1 TH A VDOT OR COUNTY INSPECTOR PRESENT ROAD N T �7 1. THE LA TEST EDITION OF 7HE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2 WHERE UNSUITABLE MA 7ER1AL IS ENCOUNTERED IN 7HE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA 7FRIAL TO THE SA 77SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CUL VER TS, EXCEP T PRI VA T' EN 77?ANCES, SHOWN HEREON ARE TO BE RCP WI TH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI T70NS INDICA 7E J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAtC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA7ER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMI T7FD PRIOR TO THE PLACEMENT OF THE AGGREGA 7E BASE MATERIAL. IF THE SSV VALUES ARE LESS 774AN 10, 77-IE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MA TERIALS MUST BE SUBMI TIED SHOWING THE MA TERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, It, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. 77-IE REQUIREMENTS TO PUGMILL AGGREGA 7E BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA 7flON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA TMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL/SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA 77ON SPECIFI CA RONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE S7REETS RIGHT OF WAY. LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTARON (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURA7FLY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MA7ERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER7ILIZED, SEEDED, AND MULCHED. 5. 77'IE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BET7ER ARE TO BE ACHIEVED. 6, PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPWNION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFRC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-- CILASS /11 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). y� PRIVATE EXIST. GROUND T EXIST. GROUND 4" 1 • w R/W EXIST. GROUND EXIST GROUND 7. D' ESM'T CG -6 CURB & GUTTER //") 1/4•,1, 5' CONCRETE- - 6 SIDEWALK PLANi7NG STRIP CG -6 POINT OF CG -6 CURB & GUTTER POINT & GUTTER % FINISHED GRADE PARKING LANE 1 1/2' SM -9.5 1 1' 1z±L1 ,ate Gaon _°_° °° 6Nb° gNi4° qw. agcy 4' 1 3' BM -25 6' 21--A S 177W aASE 6' PLAN77NG STRIP (!RAVEL LANE) (TRAVEL LANE) CG -6 PRIVATE POINT OF CURB & GUTTER FIN /SHED GRA 2' SM -9.5 - 3' BM -25 6' 21 -A 10' (TRAVEL LANE) 27' (TRAVEL LANE) T. M16 W. L STR.E.ETT ASECTION PLN" rrLL "Ne NOT TO SCALE CURB 6" 7" <e e 11vc,J D�"L n.J1 =C V'�.� •A A-" ! ^C711- TA. A X-%K _f 6„.JS.( lb- 6 2' --- CONCRETE SIDEWALK STANDARD CG--6 STONE #BASE UNDER CURB NO SCALE 11 .3, EXIST. GROUND EXl 1.. GROUND TYPIC,4L STRE.ETT SECTION FILLDIAW RUN DRIVE NOT TO SCALAR ESM'T EXIST. GROUND EXIST. GROUND T EXIST. GROUND EXIST. GROUND 0.5 5' CONCRETE SIDEWALK R Ijw - RCC£SS A C"L PRIVATE 3:1 ESM'T ACCESS - ' EXIST GROUND POINT OF ESM'T FINISHED GRADE_ SM -9.5 EXIST. GROUND °m R; A * "v Qna a �° 1.0, - 8" 21 -A 1' - 24' TYPICWL ALLE'.Y ASECTION PL'N" 1P.&'LL DRlVF NOT TO SCEILr I C R� CG 6 POINT OF CG -6 RIW CURB & GUTTER FINISHED GRADE CURB & GUTTER 2' .SM -9.5 421FA0 z 1 1 °ifs � 6' 21 -A 4 21 3 BM -25 5' SASE BASE 5' CONCRETE - -- 6 -- -2- 5 = 2. S' - 6 - °-CONCRETE- C SIDEWALK M PLANTING STRIP PLANTING STRIP --- 10' - 10' ---- SIDEWALK (TRAVEL LANE) (TRAVEL LANE) rMrC ,4.L ST" TT SECTION zrpz .D DRI•YL' ArOT TO SCALE EXIST GROUND I EXIST. GROUND 5' WN OSCOT R. �COLLTNSZ ,U Lie. No. 035791,E sSjONAL r z W Z 0 Z O O H i Q O O C1 u o u zW D > Q � o °UJNW Z. d a v a .-. O U O w u) H_ w O w W CII I C& G POINT OF & G RA CURB &GUTIER CURB & GUTTER POINT GRADE � PARKING LANE PARKING LANE 1 112' SM--9 5 /4' 1 • 1f • �i EXIST. GROUND pOd pO&A9 M ° 8 ° P 1Oaa° °ooh 4SW. qw° _ ' __`�- " 4iT UND_ W 4 _ )�A0 T UNDERORAIN 4' BM -25 9 21 -B ERDRA 2 SpE S7s7rvE 8' BASE` a4SE 8' EXIST. GROUND Q O O N O 00 -. CONCRETE 6' -- 2.5' _._ 6, _. _ - - S' 2.5' 6 - - - CONCRETE " - 1.0' LD CD a N SIDEWALK PLANTING STRIP PLAN77NG STRIP SIDEWALK a (TRAVEL LANE) (TRAVEL LANE) (VARIABLE WID 17-I) 4" CONC. (3000 PSI AT 28 PAY, OR STONGER) CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. Table 4: Pavemert Design (VDOT Pallemert Design Guide) Pavement Design RF= 1.0 Location ADT H(N- Design ADT CBR SSV DT Swisce h 'a Base b a %*% -base h a DP Penny Well Drive 96 5 146 5 5 7.73 SM -9.5 1 1 172 2.25 1•+ 7" • 6. I f:, • CLASS A S R� COMM r AM E 111120 Ir-a� O,ILT A' • I' • 21 /A 8 0.6 8.18 Perorywealane 144 5 194 5 5 8.72 SM -9.5 1112 2.25 BM -25 3 2.15 21)A 6 0.6 13.43 Upland Drive 670 5 720 5 5 13.28 SM -9.5 1172 225 BM -25 3 2.15 21/A 6 0.6 13.43 FieldingRun Drive 400 5 450 5 5 11.65 SM45 11/2 125 BM -25 3 2.15 21to 6 0.6 13.43 G,olfDhive _ 2300 5 23,50 5 5 1240 SM-9.5 1 172 225 BM -25 4 2.25 21B 9 0.6 17.78 I C& G POINT OF & G RA CURB &GUTIER CURB & GUTTER POINT GRADE � PARKING LANE PARKING LANE 1 112' SM--9 5 /4' 1 • 1f • �i EXIST. GROUND pOd pO&A9 M ° 8 ° P 1Oaa° °ooh 4SW. qw° _ ' __`�- " 4iT UND_ W 4 _ )�A0 T UNDERORAIN 4' BM -25 9 21 -B ERDRA 2 SpE S7s7rvE 8' BASE` a4SE 8' EXIST. GROUND Q O O N O 00 -. CONCRETE 6' -- 2.5' _._ 6, _. _ - - S' 2.5' 6 - - - CONCRETE " - 1.0' LD CD a N SIDEWALK PLANTING STRIP PLAN77NG STRIP SIDEWALK a (TRAVEL LANE) (TRAVEL LANE) (VARIABLE WID 17-I) 4" CONC. (3000 PSI AT 28 PAY, OR STONGER) CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. Table 4: Pavemert Design (VDOT Pallemert Design Guide) Pavement Design RF= 1.0 Location ADT H(N- Design ADT CBR SSV DT Swisce h 'a Base b a %*% -base h a DP Penny Well Drive 96 5 146 5 5 7.73 SM -9.5 1 1 172 2.25 1•+ 7" • 6. I f:, • CLASS A S R� COMM r AM E 111120 Ir-a� O,ILT A' • I' • 21 /A 8 0.6 8.18 Perorywealane 144 5 194 5 5 8.72 SM -9.5 1112 2.25 BM -25 3 2.15 21)A 6 0.6 13.43 Upland Drive 670 5 720 5 5 13.28 SM -9.5 1172 225 BM -25 3 2.15 21/A 6 0.6 13.43 FieldingRun Drive 400 5 450 5 5 11.65 SM45 11/2 125 BM -25 3 2.15 21to 6 0.6 13.43 G,olfDhive _ 2300 5 23,50 5 5 1240 SM-9.5 1 172 225 BM -25 4 2.25 21B 9 0.6 17.78 SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION SINGLE FAMILY DETACHED (ITE LUC 210):15 UNITS ADT RATE - 144 VPD (72 VPD ENTER /7z VPD EXIT) AM PEAK RATE: 12 VPH (3 VPH ENTER19 VPH EXIT) PM PEAK RATE: 15 VPH (9.5 VPH ENTER /5.5 VPH EXIT) TRIP GENERA TION SCALE: 1"=100' i - ^•, Q� ,` �O u 1560 JkDT BLOCK 16 �T TMIC4L STREET SECTION GOLF DjR1Vp NOT TO SCALE S TREE T TYPICAL CROSS SECTIONS SURFACE COURSE ------ I I INTERMEDIATE COURSE COMPACTED AGGREGATE s iw� A e'IyA w �V�A'•� t�A�� a w7I�� ' V BASE COURSE, VDOT #21A WAM PEDEFrRIAi OR #218 DEPENDING • E,IP�hI+<ah ,1allrT Wil n, %01 I eeY�O nastnrrt TErT! R M aoil� c� fi UNDERDRAINS RADAI CURB t-.�A LlTT7E0RN 9fU M ON PiM1$1 wee t" LIW COMPACTED L E 1841 1X' ■ A1LE.i��SYI �A [w1 s: um w pAMSw ► ► �`►. um By ........ A--*J �il�,,a.,1•i • SUBGRADE N-5�7s:E E xl D, H O L g. i rr"C1;r%pk%pr,L1nM;1% f! ASPHALT PAVING ROADS NO SCALE 1•+ 7" • 6. I f:, • CLASS A S R� COMM r AM E 111120 Ir-a� O,ILT A' • I' • i4R Y IB 12 x MOON" IC,M'!ME N`S AM AT IM wVM1'w MTERYII S . - +• r +i�i . : SeCTIONI A-A IN 23 X woo QAIME M 111"t FM not 111' NT1EMrAL AND ' • IININ�I��III�INIIII111NII�� ` r \11111111111�II�IINIIf1�111 i COMPACTED AGGREGATE r.,l. =� ��ra .Y { ,Y• t .Y y .Y � ,Y BASE COURSE, VDOT #21A W PARABULIC CURVE 0 EMRR,MICE. TO PROM POSITIVE ORAMCE ACR M OR #21B DEPENDING • 7. MARLRIE PAVf1NM SHALL BE CDNSTRIICTEO TO THE UNDERDRAINS SL:oPE CHMIOE {D a. RAOML OR COMBIIATIDR axa6 ANT CUTTER STALL MOT � C%ACEMI1CTiP TK COMPACTED R/1V LME EXCEPT FOR RER.ALT1A:TiT P{AW4SE5. PURPOSES. xD 511/1. EOMERgII Ff1Y1F CE SUBGRADE T VALUES AM NOT APPLICABLE TO STWT ASPHALT PAVING ALLEY NO SCALE •r, +• 00 O O 0 a 00 000000 r f A F4-- am or -- } ,ti�.a• Wk VA WWTM or or !BRAN ° WNI Jaw- 4' TAff tRADIUS TWO As I f AS MAIRLNE ROAONAY !SEE NOTE: BS a Al-E. s1 G C WAM PEDEFrRIAi ACOM ROUTE DETAIL N1Sts MCLN � E,IP�hI+<ah ,1allrT Wil n, %01 I eeY�O nastnrrt TErT! R M aoil� �s a SPAM OETNL 10 � Tt� ,>alaRea 1IKTTH DR RNPNYY/JI SP.IOC�K SPA:E O iL9Ci TgAN T. RADAI CURB t-.�A LlTT7E0RN 9fU M ON PiM1$1 wee t" LIW INIITIIICi w >aG+Mlslall J*r L E 1841 1X' ■ A1LE.i��SYI �A [w1 s: um w pAMSw ► ► �`►. um By ........ A--*J �il�,,a.,1•i KA F RAN '� S�CtIOl1 8H3, N-5�7s:E E xl D, H O L g. i rr"C1;r%pk%pr,L1nM;1% f! a Mw *NIX TO is *APE "a91 1a *' ►. CLOW FNICEOF,iNIB �N1iM AAGE�_ .• a...�.a iiii ��. i *M. w E >< UNIlMIM. CI�TTlaf ITN: M111i SiA><!E ! s SECiTiON C-G ►. �_ 1s 1•+ 7" • 6. I f:, • CLASS A S R� COMM r AM E 111120 Ir-a� O,ILT A' • I' Fti71! N7M1MI NO 61TTrlR ArCMr # dfAOE CiMIf;B 'p; i4R Y IB 12 x MOON" IC,M'!ME N`S AM AT IM wVM1'w MTERYII S . - +• r +i�i . : SeCTIONI A-A IN 23 X woo QAIME M 111"t FM not 111' NT1EMrAL AND N X M ANNO 003IETOE FOB 111101000 1Na IMMIIt1Y ,0' NTERV/I.! �11�IIII STANDARD ENTRANCE CUTTER ATM VISiMiA OLRNYCTiMT/r 17F TRAMM°ifRTATKiM IIQL r f CKAMN T ARE iMKIMI IN I I A-1 = s1wo APPROIA H SAME sTIFSAC►IC GENERAL NOTES tRADIUS TWO As I f AS MAIRLNE ROAONAY !SEE NOTE: BS a Al-E. s1 G C 3 x - _ssarN ; L iEC�tioiNWMU�°RSt�°ROETa Aro�f W�inl UMUS TO BE AS AASN'TO WWI TIE APq.ICANLE INrS RADAI CURB t-.�A LlTT7E0RN 9fU M ON PiM1$1 wee �T IIEOI tE111 WliUll., M7p�Sk.11T CG -e NOTE 7f 2. MFEN ifE ETiiRJiFICi C/1iMNYT lC1;pMOBATE Ti[ REONAf421A� ANTIO+ATHO HEAVY TAUflf +�D E.NTO. I-AT� , c I H F OR RAMS P7, RM�I SfIdUL�D ap B�E wMIFLiR N-5�7s:E E xl D, H O L g. i E#S . a FLOW LINE . .�••. -.•• -' p p 3. M pCG THEM Ct1 FACED ON T S I ION , ST'�/!?!AD .S MJI�Tf� TO MIXICH THE MOUNTABLE OLVA JOINT � � TYPE B NOTE, WUTN Ir 2'-0'• OR AS w SAY Swim ON TYPICAL SECTION. A-J 4, SEE STANDARD CT-T2 FOR CIRB RAW DE910AI TO BE THS AOCf5�E NZ 1T OF MAY A HIGHWAY FACILITY CROSM A CLRB REOAROLEM OF WWTHI 9DEWALU a £7Q5 PwrP0a pVSpETOq�IY7iH yS�?NDAflOp�� I =WON or Nxrcrl"kR�Ta PREEW F, A PILAW VIEW ATM ET�SiRIA1 + =&BENT w .k F 1• SPAPROHYDE A ENTRANCE MOTES MAI LBE ROADWAY SLOPE a. PLANS ARE TO UOICATE WHEN CONSMXTIOM OF A FLOW W PARABULIC CURVE 0 EMRR,MICE. TO PROM POSITIVE ORAMCE ACR M EDRE OF SNOULOER OR ax MAX OPTIONII FLOW UNE R•w CHANCE 0 ..- - 7. MARLRIE PAVf1NM SHALL BE CDNSTRIICTEO TO THE MORK ROADWAY -.• �.. -� .-. - - -- - - ..- - ..- _.. Sx Y/Nt. "'-`� R/W LSE Q9(CEPT ANY STAMP OE 5TA,aJTa1TIDN REGUM FOR MAINE PAVEMENT WNICN CAN BE aHnm N NE tSNTRANlTE.1 SL:oPE CHMIOE {D a. RAOML OR COMBIIATIDR axa6 ANT CUTTER STALL MOT � C%ACEMI1CTiP TK �i TSTMi�� R/1V LME EXCEPT FOR RER.ALT1A:TiT P{AW4SE5. PURPOSES. xD 511/1. EOMERgII Ff1Y1F CE A THE "D" ARE LISTED /NTlE N1.OKARLF % Q%& T VALUES AM NOT APPLICABLE TO STWT M CONSTRUCT GRADE CFVNf,£$ WITH A PARIBp.IC DAVE oe oaooceYTaoa SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES Is ENTRANCE VOLUME CKAMN T ARE iMKIMI IN HN6H ww THIMI ISOO vpo ox 3 x ME06♦fA MCI-ON vm S3 x B x LOW LM TINT 940 VPO s s x B z S.IA3 ',• NOTE, m 'FO STIEE?= T E t5 "OT SECTION C -C SPECIFICATION NF COWCTIONFOR STREET INTir ISEC7'IONS '� AND COMNEIR ML ENTRANCES I f VRBNA DEPARTMENT OF TRNIRFpRTA ION 203.Di L9Cy) z ccg GENERAL NOTES: L TIE OETECTABLE WARNING SHALL St MOVWED BY TRUNCATiG DO $. r 2. WAKE R we TiK e� K CLASS A-3 co,°+r rorw (CLASS A-wam�T►ie up RAID R0� BYT2�pF�0g0T f! TH LY T 01RECT14M qF TFMW DETECTABLE wT>ARIwNfi NwY 11 WAA?PROVAL Of M RE D THE TYPE A 3. SLOPNO SUES OF CURS RAIN'+ WAY BE POURED Wd WTHEALLY WITH RAW FLOOR OR By USING PER164 ON BLE CONSTRUCTION "IT WITH REgt M BARS, PERPENDICULAR 4. RAW �CA5i 1N4G CZ P"W A 104 0 ACd O 4P PRECAST RAMP FLOOR. �CA.,"T CONCRETE SHALL BE CLASS A-,k � D. AI aOTM &M ARE TO BE RIO. B X� f CENTER Tp CUOVTER N.U7H4 FLOOR, H OF RAMP FLOOR. ARAAY LULL CONCRETE COVERt1I_RAIW M !. CINIB !GAB At1�YCtUTTER SLOPE TRANSITIONS ADJAWff TO CUM RAPS ARE MCt U<7! D W PAYMENT FOR C4R8 / CQ AM OUTT". TYPE B 1. C1AtRAiPS ARE TOByE A?°'1SEO°ArQECTU4NS'*IINEYE iN 'ROUTE rTW919 PARALLEL AOCf5�E NZ 1T OF MAY A HIGHWAY FACILITY CROSM A CLRB REOAROLEM OF WWTHI 9DEWALU a £7Q5 PwrP0a C C OR NONE)aSTENT. THEY MUIST BE LOCATED WTI ij SI101RN ON PLNIS pKECTEO BY NOT vEllel E STN7PA�cMIWST ET�SiRIA1 + =&BENT w .k F 1• SPAPROHYDE A STA AW SUP T ACCES91&,E abil TS OF A FACILITY THAT CAN BE ATNPROI�D, ENTERED N O C AND U130 BY KIINSTRIAINS. 5 S. RAM" AMT SE PLACCO CM ROOM ere TANCANTIAL WGTWONS PROVIDED THAT TTE CURB OPEt/R US T1ITINN tl/TS QF TIE CROSSWALK NND THAT THE SLOPE AT TlPR�CTIDN DF THE CURB OPENINGS r,RN HICHM W AVEME T}NNN EDGE OF PAVEMENT PERpEtNC,N AR TO TIE CA1RH. AT 4C X . SANE AS TOP OF CM L TtE°T r�D'vRY' TucTC TYPE C �i TSTMi�� PARALLEL •I PERPENDICULAR f0. WHV, CUM RA WS ARE USED aL CON.R><'NCTION W1TH A SIIAE>EO USE PATK TTE ROWAN WIDTH $14ALL BE THE WIDTH OF THE SHARED LSE PATH > V LN" - 2.4 C -C TRUNCATED OGRE oe oaooceYTaoa o n o o a o 0 o n o n o n •r, +• 00 O O 0 a 00 000000 0 u n w 00 0 0 a n 00 O O a 0 a 0 O2" -,V 00aa0 000 000000 7jOR - 85% OF 0M ER OOO o 00 00 OoCoa0 OP OUNETER 100 00 0 0 Do a 0 a 0 0 a m A AC C TRUNCM DOME DETECTA EEWARNING L9 0 0 d d c CG -12 DETECTABLE WARMING SURFACE W C REV.l,DB GENERAL NOTES 203 Od VN, M OEPARTWNT OF TRA MMORTATION %k 'C L9Cy) z z r M ('y N M a 0 C C C Ce t c W z N O C C N z CY) 0 z - W > > V V c WC -C _J U 0 u u) L C J O O C ■.�.. J W m m A AC C U L9 0 0 d d c N0 c W c Q I Im % %k 'C U = = 6 z s� tis _z C`> Z Ld U) z O c 0 In ,_ 0 U co x 0 0 _a C 0 U L U) C O U 0 C a C s= O V s= 0 U 0 v a� -o c Q; 0 w sr GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCA7701V OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MA TERIALS AND CONSTRUC77ON SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONS7RUCON SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODE77C SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DiEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFiCA 71ONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. COVER LIFT Nt)T'CF( 12 3jr CGOOD FC)UNDATC)N MATERIAL ti 0r. KY FOUNDATION lviATERIAL I lf,I AL t' . iil ro � K -I -E E i`t , (=.,r -r-E T ?EI, , -. EF,i :+a- ALL c;l ..fi. -1,a.11? I=N= I,:� { Ft 1 Ci•d C... � dl: 11LP- Fat't' I _ .rL C'P A 4 U XVI =--., _ FOUNDATION IN t'ClOR SOII UND IR - C UT C ONFATIC)N I ILL AS rIr ,N A L '10, . ' C = A-UY. ;EC. `,WIT -1'1 2,�- t --F T-1= '.V�-A. ° -E? _llt 1-At,- 5 r-. ..r�. r,EI.S _k '•-I:�.LL _ _ .k.__; ;,.', 6 T l JIT AI 'rll I . I E t, I * 6 =1_L HAL L4 E D A hk D D 11 LI=T•, VAT-F- Al ? f,F IAi I C•F ?.1 , N Hl f+ r•I•' i. r. Rr I I `. r;7 ..i =.1 rJj, . Al `" A`F ".. DUCTILE IRON WATER PIPE INSTALLATION & RENDING rT FRAME do COVER (SEE FIG. S-- 1 -D.E) JU1100iloN eons,, 7ft&4SF0fIA R PPAS. PUTA6% E. 9WIL WT BE LUCATO V"M THE R>F6NT W WAY. STREET SURFACE OR NON -PAYED AREA f !v 1! 1 f 1 1 tf4+ f1 1' -Or MAX "WEDG- -"LOK' TYPE �! � STRENQiH RUBBER COATED STEEL th B$0 OWLL 6E otwcmD WHOM a,au No av"CR STEPS OR APPROVED ?' 3` -D" MIN EQUAL CAST IN PLACE MOT"TM.1F ORARMACC FA 0C PRECAST REINFORCED tOVETRLAP 1•-0" AT TOK him CONCRETE SECTIONS iN PAVEMENT • • ' « -- -� FIST • • ` • °� - -r ' .:�s Q RING SEALS 1-E MAX � -... -.., MINIMUM ELEVATION T :5* i %emtA11E OirTl ET PIPE DIFFERENCE ACROSS M.N. im " sm "Oil i N�iL FROM ET TO OUTLET say At7giECATG we {•. V#'C Aos C"7E OR C mmm SHALL BE 0.20 FEET. AUTKO I EPTM OF FLOW mm. EYES w VARIES CHANNEL TO BE �� LiG REGU�s1ll Mr. 3/4 DIAMETER OF CONTRIBUTRIIG SEVER. CURB AND GUTTER SECTION U. A flL.LETED 04MT A SMOOTH d • . " a� ' . 12" Pi�ET �OiiATEp IRMSTIOMN OF FLOW SETWEEI�M iNLET & OUTLET PIPE SHALL 8E � PROMDED. MIN. Sm BEDDING NOTE : W/ NO. 68 STONE L 1. BEDDING THICKNESS REQUIREMENT SHOWN IS WNIMUM AND SHALL BE W SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SON. CONDITIONS. 2. THE CIONSU'LTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. FOR wounsT 3. ALL JOINT'S, LIFT HOLES, INLETS, OUTLET'S TO BE SEALED dt GROUTED TO INSIDE AND OUT. 4 • EL9DrF TYPICAL MANHOLE SECTION ' SHOWING BRANCH TIE -'IN No sefte NTS NA=T FIG. S -1 -A �10��'0N - r%m vanva o a MICHOR BOLT ON CENTER LNIE OF UIEND. - FOR BEWS 1Or 11 ROIKI!! 12' USE 2 STRAPS ON BENDS ADACIiiIT TO BELLS, - FOR IC BEND USE 3 STRAPS AS SNOWL v t ELEMAID" PANT ALL EIPOM STEEL WIN 2 COATS OF BITMrNN011S PANT. IWOI Z# I A 1 9 1 C I DIEiF 1 W-4 � STRENQiH GEOTEXTILE ORiM44% FAi' W th B$0 OWLL 6E otwcmD WHOM a,au No av"CR (OVERLAP T'-O' AT TOP) PAVED *IOU LM MOT"TM.1F ORARMACC FA 0C pAVEArENT tOVETRLAP 1•-0" AT TOK Tp . ,. e��w . .:.. • ..: . •• -- • �.::,.° PAVEMENT • • ' « -- -� FIST • • ` • °� - -r ' .:�s ou,-�. • � -... -.., SEE NOTE t Mss LIT E. #a %emtA11E OirTl ET PIPE r_ -O" faw"W OR cRuswD sm "Oil i CLA34 1IE�ThIIC •e y 6R+!At O MOUNV04T, say At7giECATG we {•. V#'C Aos C"7E OR C mmm AUTKO H U) REGU�s1ll Mr. PAVED SHIER SECTION CURB AND GUTTER SECTION ... - tin - 41 &T 01S O MW Pi�ET �OiiATEp COrk7ECiFGN P!'E -LESS At3MOATE ri!btrntt' w�ecTwr IS�MRf MGM � Or tM4m 'FLOW iTIRAMXE FA81lC �lE�`:P'P�E t'rYPfiCKI L W Le. FOR wounsT T -o° MAX. TO 4 • EL9DrF GT�'YPICN.} OUTLET PPE No sefte NA=T STANDARD PAVEMENT EDGEDRAiN �10��'0N ROAD AND MOM STANDARDS vR"m OWN"of oi TRAIEPMAT" 2w sat 7gOt SHEET t OF 2 ftmsm DATE 10B.Oti 4F ~IL.�:i•. � �il.�� sum LAYEB-�ss WPM SEE NOTE 3r TNKV 011AMEM EXTRA SiRONB SIM PIPE:. a d 6 '► h 7 3' r ♦ ► 4, ��i► i I! iia SHOW" w ld 0 r WATER SEVER/ Dip e� LWATWN W am UTI lm WAS, EL I MM. TELD40E. CALM ETC) ic EASDW VM MSS VATER tR SEWER OILY - AA' NOMM WATER A SEVER; 3w If SEE PART 3, PARAGRAPH Bf SEPARATKIN W WAM S SERER LIES. UTILITIES X16 A VATER OR SEVER EASE`, ff $HtNR.it X AT 90' TO THE RWHT W WAY. UTILITY LOCATIONS & EASEMENT WIDTHS Nis n& V -1 LONGiTUD11NAL PERFORATED PIPE I uw+ TYPE OF tMPE � STRENQiH t. 4" WA DMETR SHOOTN WALL PVc swoon+ WAU PVC CO lO+1T1 PE I AASHTO W252 MM7�seTO£01 AGGREGATE T. NON - PERFORATED OUTLET PPE' FOR USE 1 LINDER COMhIERCIAL ENTRANCES AND FOR OUTLETS PAYED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER) cavOE1X.AP r-o" #T TOp , t" TYPE of PM'E OR�fmdli3 S7>t6rgTw HIT Y 4- MW WNETER swoon+ WAU PVC :w 7. WITH THE EOOF � NONPEWORATED PIPE SHALL 8 PFNN UT&M IN fE TED L SMOOTH RAIL PE o 1 76 Ps xxx XXX TESTED AC ORD116 TO A57M 0.240 AT 3 X 011FLECTUL Tr-2m �E WAMAM LA Um UNE PAVEMENT ° '� Y COMEiiCTFOH ' P T SEE NOTE 1 .4• PMi _ , M57 A0 EOATE, 08 0AGRECATE OR CNtISEED ST b.UD -4 NEON. g�/ ST"O.VD-4 fE41). am k9um fa GRADATION WAme ,T. sai' CURB MID CUTTER SECTION (FOR USE WITH STABN.IZED OPEN- GRADED DRAINAGE LAYER) sm"momm / PAVEMENT NOTES =' i t 4- MR&AA0. PROVIDED ATTAIMC WOW tpp-"�aF AtREWE oN TOP ov PIPE EDGEDRAINS IN GORE ARM WOP WET. WWOLE. ECTT..). NON-POWORATED OUTLET PFES AIRE NOT MUM, 3 HYM IfVATiON AT OUTLET £PO OF OUTLLlT PPE TO EE A #fIMIAA OF T-O" ABOVE •IVEiCT ELEYATtON OF CEIVto dRN MW CH OR ST:H/CTkttF. r pptt� 4. ALL CONNEcTtOrl3 %Ra M S l rRTIrMF PAY LYT5 FOR ouTtiT P t1NRAV SPACE ALE TO BE O>< THE sAfIE STRENGTH AS 7W OUTLET PIPE. S. OUTLET PM AtE TO SE WSTALLEO GN 2% W.t3'% WWAELV GRADE AND LucATrED tsvERr 360 AINO/l!f On As NOTED ON PLAM PEWORATED t roles OUTLET TO 1!E XW ELY COMM TO EW-r2 OR OTHM DR~ z g IFFOOM WITH A QATE 7. WITH THE EOOF � NONPEWORATED PIPE SHALL 8 PFNN UT&M IN fE TED L o Z" SAY 0 TW LL041H OF PPE WM THE WYE CONNECT'M7M NO TFE EW -12 SHALE 9E M 17irErt D Ci r--o- To rv%wT cAmmA vivectro" or Tm waM m ST O. CURS s wYTeN IE *wEEN TF+co 4. IN STTUATO7O WHEN FULL DEPTH OF STANKMD OPEN- GRADED YATEMAL CAIM'IOT WE NAMIA�M�,Wp101 CURS NO GUTTER. ND. 219 AOMOARTE sNN.L K USM NgLJ. 8E NON��TED ��1I �A SO IM FROM TOP. OF STANX,�ZEp OPEWO RAM �A H U) SPEWCAT1ON - -- - -- VOUT 0 STANDARD PAVEMENT EDGEDRAIN no$*A SOT MWOU DWARYWIT OF TROWORTAMON TtEVISION DATE SHEET 2 OT 2 7m toE 07 hd'_� �_F„tA * I 3r.t_Il LL 51 A<:L L R.. "L f: .A' G' I lF .Ftd i tJ f, L E :- -KF _L' P i -i-lND Lj `N iAL U_ 11 �r SI J P, F( ;r F M t t.' ^•} L 1.1 IN I A LL' � II! IN LX1 IINC_ � =�t k r a A-1 r :_L E _ F K -11 F- F'-. fF r .IT 'l A '"T'� 0= TP :: r'F+-I' - i':I F r t.,Pd T _ 1,1AL ICE_ n P. < r I L 1 _ . r;_ L. i :�.L_ s_ N_,IA_LLD "N A. Li L_ U* t, N _ _ i .., L TYPICAL SEWER PIPE INSTALLATION IN TRENCH. NT'--. i— -_ I1 it IF;f AI IS " f 1 is: A_F L T N; C 1 T L,. ' %"I _LL ?LL • =1 ..N 11 _ 13 GI I< , f t I t T i f T'.` :' Si .u,Nl sf LJ N A LL AN "_1 r P..';i: +s :•I I V ".. >`, 1? IL It I _ V-1 ,A141 1 2 n'pt LT :_ ^Y '-11,: F)F13 zN .Lt, i C_ R LL 111-L . • =F= -fill ii TF- ,`V= -., Y?'F' F--=` =TF. I , -I`d r F A' T -= VA. t,_ T-. - = F! F 4 -,,ANT :Fly L SL;.>-E A,VAf FROM I-E F'= i` rRAtd .KTdy T Iw N T .L E N f- F1 IRL Ir Atfl� 1t`.LL LL f n W W ILFL s+ ! F-t : F Ff F..: T-1 F ", !t144C, +t tIFJ 4,. -F Ff €ri.• ,, d F A FI .� �`.} 1_ 1` - -= %I 1 . -f LR s, 11 '4 1' 1 "? I rPt1 1 = -1 _IJ !�_? ANC: I _ I 1,;LL 3L NU ;I'LL` L:FY. TYPiCAL FiRE HYDRANT ASSEMBLY DETAIL M �% /---- -- (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA F I � �� aoLT CIRCLE, 0 1. m (ZSrnm) { Do � � � � 11 D z 'N JI 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [38mrn] r �.(2) CORED z ITT PICKBARS I 1 1/8" (29mm) DIA BOSS fl > " 1 „ 26" DIA �_{ 27 1/2- DIA 38mm] [660mm] �- - [ "'M3 f TI (699mm] F [ 1/4" (6mrrF) DIA 3 26 1/4" DIA 7" NEOPRENE GASKET � (79mm] i [667mm] ! [17$rr i I � iii I { l " DIA 24 23" DIA { [584rt,m) k 25' DIA [638mm] 28 7/16" 0!A 5/8. O.D. OF GASKET GROOVE [722mm] [, 6mml SECTION 36' DIA - [914mm] FRAME SECTION _,"k SCOT R. COLLINS Lic. No. 035791,h�- s ` I� oNaL t-i rl ri � c Q 0 CD CD a ' n co 0 0 0 L9z r� M M a•. M Qa C C N O (� m w N t N a -t aL N / C J U c C C `W � C Lq 1 c I•"" c O �j) J u s 3 .c x 0 Q c V � � C I_ C # ^ a irir. q � W a w 1 /� � c ulZ) W ~ E w a li ..... U 2 miF- LL! 1i.r.4 c JLL c 0 F_ a 0 O o Q N � a } a J C H U �- n LLJ F_ a m f1 in T JOB NO. 02009 SCALE AS DOTED C C SHEET NO. c S -4 ll�c Z F- z g O o Z" o ( Q o o o,CLa <LUlu H U) �. w Z M O O w U) w � L W Le. t-i rl ri � c Q 0 CD CD a ' n co 0 0 0 L9z r� M M a•. M Qa C C N O (� m w N t N a -t aL N / C J U c C C `W � C Lq 1 c I•"" c O �j) J u s 3 .c x 0 Q c V � � C I_ C # ^ a irir. q � W a w 1 /� � c ulZ) W ~ E w a li ..... U 2 miF- LL! 1i.r.4 c JLL c 0 F_ a 0 O o Q N � a } a J C H U �- n LLJ F_ a m f1 in T JOB NO. 02009 SCALE AS DOTED C C SHEET NO. c S -4 ll�c 0 z x LU �5 cn z C) 0 in O O iJ Cs is O O fl LOW POINT ELEV = 679.41 SCOT R COI�LINS_Z LOW POINT STA = 10 +11.55 0 HIGH POINT ELEV = 684.33 U Lic. No. 035791 PVI STA = 10 +15.00 HIGH POINT STA = 11 +74.89 f PVI ELEV = 678.98 PVI STA =11 +24.89 ��' 11 it I � 595 A.D. = 0.07 PVI ELEV = 683.33 695 �ss�� A D -0.02 ZONAL E NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE DE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE 695 695 SPECIFICATION 303.04 EXISTING GRADE PROPOSED GRADE Z w uzi w 690 _._.�_._ _ -_ -� �.. 690 F- a o 0 0 0 NOTES: (/� ° r_ v u U v 1. ALL FILL TO BE PLACED AT 95% COMPACTION. �/� v (A o 0 o z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. Z w � d > > > i 8 "x4" TAPPING 3• MINIMUM OF x' OF VERTICAL SEPARATION FROM STORM 0 (n w w w w a. a_ a a. 685 SLEEVE AND VALVE SEWER & W/L AND �.,' OF SEPARATION BETWEEN W/L & L z z z z STA. 2 +02.44 SANITARY SEWER MUST BE PROVIDED. IN4 z 4" GATE VALVE & �/� 2 0 0 0 0 TYPE A BLOW -OFF VALVE PROPOSED 4" CLASS 53 °� m "' "' `�' STA 0 +49.21 D.I. WATERLINE ~ wry wc� > > > > 680 680 co W co a c° co pcv mN co to Y'0;� -0 +50 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 5 0 5 10 FEET GREEN SPACE WATERLINE PROFILE VERTICAL. SALE- -5' Q O 0 O O 50 O 50 I00 FEET o 0 0 •N-+ .N+ HORIZONTAL SCALE: 1 " -50' 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 J_ PENNY WELL DRIVE PROFILE HIGH POINT ELEV = 686.05 HIGH POINT STA = 16 +34.17 PVI STA = 16 +86.67 r PVI ELEV = 685.79 I` co 700 A.D. K =19.455 700 M CL 0? 'i N Q M ., qqr ai C� M W N M �' W J _' o Lii ui W W i'�, W If CL� I.. - L9 I W o �t V) p/ _ "' � Q,,, U -7 � _ C1 4`1 W CL Q � a W 1 ID! ~ u i U (D ul �^ < W CD fl- �.� t .... u) 00 co W H � Q Q o c°v vi ui J 0 a w h o W JOB Ho. 00 00 02009 SCALE 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 V: 1'=5' s H: 1. = 50' FIELDING RUN DRIVE PROFILE SHEET HIGH POINT ELEV = 686.15 � I � I 145.00' HIGH POINT STA = 16 +03.35 r. � PVI STA = 14 +75.00 � M o � M o i { PVI ELEV = 686.86 � + � � + cv 695 f A.D. _-0.07 C° °° � <0 EXISTING EXISTING GRADE I r CO ( K = 42.75 m w � 695 C � � a °, o � LOW POINT ELEV = 674.76 en.+ O I 4 I N r I LOW POINTS A= 19 +51.87 � o � I PVI STA 19 +OQ.Op L W POINT ELEV = 674.51 690 • • � � � • • � PVI EL = 673.19 j LO POINT STA = 21 +00-00 690 / \^ PVI ELEV = 6 4.21 LOW POINTS A = 10 +83.77 m m 4 +� IC = 6.56 PVI STA 11 +50.02 HT EYE 2'q 0,00' VG A_D. = 0.0 PVI EL = 665.70 HT. p S �. o �. • m K = 3QA0 685 KD 9.378 � ti u') a 90.00' VC 685 250.00' VC �°,� W o a �1% I U o ti � �`t.. 580 iri ui ` iri PROPOSED GRADE � m �° - � w s8o .- .._..m m w�'ii 8" PLUG HT. os.�. _ - - -- T. EYE I =2.0' =3.5 f STA. 16 +00.53 \ 675 STR.9 -31 �I _ ao° 2.00° � 66'`5 9 -29 � �. °!o PROPOSED VDOT STD. CD -2 FH ASSEMBLY �I -VDOT STD. CD -2 670 / STA. 17 +44.14 � 11.2' tl. 670 `2.00% 8 "x8" TEE (2}-8" G.V. � 8" GATE VALVE � TA. 17 +61.23 STR. 9-20A STR. 9 -1$A TYPE ABLOW -OFF VALVE STA. 21 +13.00 {� O STR. 9-45 665 s "x8" 665 PROPOSED 8" CLASS 52 " (2) - 8 G.V. m D,!_ WATERILINE STA. 20 +14.26 0 VDOT STD. CD -2 � > ? � o ! r ►n 66o I � � � � � s6o tL tL Z U- '_' 655 ° ° g ❑ � � 655 o- o o� o�� o o uwi aiz � cwnz� ' Q w ww � w�0 650 � z z� � z�� w 650 ct� m co r' � d' � co '�' 1i'i oo cfl h. O •r tLi rn CD O OD �, u') N �.- t7° r P. (O r I.i3 r ap O M Q [!' N r� CO O � ty. et O td r r �p a0 u') O O O ch r r ti� o tp c..77 pp Q cp �? O m Q � O � � e0 � d: n: O) N a0 tD � O Q O [V � I� � � 4n N pp 'd N dr r•, O V O � ni Ch � N O �„� ti � l� c� � d' � N- �: O � O O P+ Cfl d' � IA .d: cr L6 02009 50.00' VC K =50.91 o Oc7 r`�. O oo' � 100.00' VC �- EXISTING GRADE s90 s90 mm ww » UU � I mm � » / s85 5�R,2^9� 685 �$� � PROPOSED GRADE 580 - 3.00% �! y � 3.96 °!° L 'y 1x75 VDOT STD. CD -2 Q � 675 r ¢ MH -18 - MH -17 w > z ° � g s7o _670 SANITARY SEWER U w � LATERALS � � � �ZZ 6 65 z a � 665 N O Q � CO M � to N O M ti N� M t0 � tarp � CAD � t00 � t00 � O to 685 STR:9-18 VOOT ST INV IN. 66 INV IN. INV OUT. STR:9-1813 VDOT STD. DI-2C (L=6') RIM:674.78 FINV OUT. 668.58 TO 9-18 r D. DI-2C (L=6') CN INV IN. 680.58 TO 9-42 c:) 8 695 INV OUT. 679-55 TO 9-26 17 695 CF) EXISTING RIM:674-90 N GRADE /- GRADE 8.28 TO 9-188 ci N (n 0 r/ m 668.28 TO 9-20 6 O o 9 I 680 68.18 TO 9-16 0 C? 't.0- INV IN. 668.78 TO 9-20B 0 INV OUT, 668.68 TO 9-18 IT COD NT N x CD in Fr 9 - CD PROPOSE 0 1: C �t w ci M 0 GRADE 690 z < cn Ro" cc CD 0 �_ m 0 (0 675 680 CD cv 675 c6 rt� > I cow 0 cw,4 > w 8" WATERLINE C:) 0) to W -1 Ci CO to F: 04 0) CD ui to t-: ,-"-CROSSING 685 670 D 9� 0 0 w t-- ..(0 2�:D , , - 0 1 670 I RCP >> Z_ Z_ 29.16 LF @ 1.03% nr 665 665 ce) C,4 co (0 00 (0 U co to tl- . cq 0i cc �_ C'i 00 <0 6 F_ co -0+50 0+00 0+50 STR 9-18B - STR 9-18 695 R 1+00 PROFILE STR 675 670 OR 680 PROPOSED ,"-GRADE 675 8" WATERLINE CROSSING 670 1"15" RCP 29.16 LF @ 0.99% 665 665 695 CN INV IN. 680.58 TO 9-42 c:) 8 695 INV OUT. 679-55 TO 9-26 17 695 CF) 01) EXISTING N GRADE 0 C:) 685 ci N (n 0 0 m STR:9-20 VDOT STD. DI-213 (L=B') O o 9 RIM:675.40 > 0) im INV IN, 668.78 TO 9-22 -1 0 C? 't.0- INV IN. 668.78 TO 9-20B 0 INV OUT, 668.68 TO 9-18 IT COD NT N x CD in Fr 9 STR 675 670 OR 680 PROPOSED ,"-GRADE 675 8" WATERLINE CROSSING 670 1"15" RCP 29.16 LF @ 0.99% 665 665 695 a 0) I \ I * * - - Fi co �m_ m 6� 9 > > re Z z 6 co ,- to to Lo (0 I - I _0+50 0+00 0+50 1+00 670 EXISTING 12 " 9-20B - STR 9-20 PROFILE EXISTING 695 665 CN INV IN. 680.58 TO 9-42 c:) 8 695 INV OUT. 679-55 TO 9-26 17 695 CF) 01) co �D +.m 4m 0 690 0 m co oo It 685 680 - w z co C14 04 - C14 EXISTING lrqu -\ IT COD NT N x CD -!. a - CD D.I. WATERLINE 0 1: C �t w ci M 0 cb 690 z < cn Ro" cc CD 0 �_ m 0 (0 cn 680 CD cv 0 C6 > t'-: 1-: w I cr) cv) (0 c6 rt� > I cow 0 cw,4 > w - cl) d) 6- C:) 0) to W -1 Ci CO to F: 04 0) CD ui to t-: - co (0 C.0 1-: t-n- 685 0 p 0 1 0 D 9� 0 0 w t-- ..(0 2�:D , , - 0 &1 D �p - 0 I > 0 0 04 >> Z_ Z_ 2 >> Ir- > =- > - LO ': F- + MOO CD NN cj 685 0 0i cp rz cn 665 6 (0 U co to tl- . cq 0i cc �_ -FUTURE CLAREMONT LANE FINISHED GRADE < 2 > F_ EXISTING 12'. 675 (0 co >W1 to- _2: + T7 �q Z C) 1.08% 31 N 777 a 0) I \ I * * - - Fi co �m_ m 6� 9 > > re Z z 6 co ,- to to Lo (0 I - I _0+50 0+00 0+50 1+00 670 EXISTING 12 " 9-20B - STR 9-20 PROFILE EXISTING 695 665 oil, 8" WATERLINE CROSSING STR:9-26 VDOT STD. DI-2C (L=8') RIM:680.77 STR:9-32 VDOT STD. DI-28 (L=8') RIM:686.60 INV IN. 674.50 TO 9-28 FINV IN. 680.10 TO 9-34 INV IN. 675.68 TO 9-40 INV OUT. 680-00 TO 9-30 INV OUT. 674.40 TO 9-24 co if Nr 4 11 =4 ca 04 ca -L 00 R 04 ce) StR:9-16 VDOT STD. DI-213 (L=6') 00 CY co RIM:675.08 CM4 60 INV IN. 667.86 TO 9-18 0� Fes- d) 0 INV OUT. 667.76 TO 9-14 c� C14 (n p c) 0 0 - LO �- r,- 0 in ci F a to 0 P d) p > -EXISTING cj c) 'N cl) woo - I --I- (j) 0 0 a > U) co (0 (0 F_ a cn c14 60 GRADE a c%j 0 0 If 4 1 F- F-,r- 0 0 r.� cn ui co f-- a, w 0 7 r- "I cn F- > ,r co Z c� 0 C6 > > co NOT cq I CO z- - 0 cv CD Cc go C14 04 tN- 6 ccoo 2� > > PROPOSED ...._0 F_ F_ & C6 0 fl- c%j (D-cr > >_ FE Z --GRADE U) cq CC! cli 00 t'0_ F-: z z c� co O I— F- Co 0 CD m f- 33 a d, /p 00 00 o6 �p 0 WATER SERVICE o > t'-: r": (0 co co (0 > > CROSSING C6 6 0 'Or to (0 cn Fr 9 C) - " Lo co co rp 00 j5"RGI zz co 6% 0 0 00 00 133.21 Lv: @ --a > C14 " ww- rf M > > >_ 0 co co CIO zz �I RCP cn R z 23.17 LF 5.83% �p- -0 1 1 "�r I I > > WATER ER SERVICE 8- WATERLINE 15" RCP CO W Z Z CROSSINGS CROSSING' 56.28 LF @ 2.13% n A 8" WATERLINE- I CROSSINGS WATER SERVICE 1.2 15" RCP 51.94 LF 2.70% I �CROSS{NGS I PROPOSED -GRADE 2-1 18" RCP ____�51.62 LF 0.77% 0 -rd & 'ri, I 18" RCP 31.21 LF @ 1.03% 18" RCP I 18" RCP i8!'RCP 35,84 LF @ 1.00% 44.37 LF @ 3.20% r, 655 cl m 0 LO 0) cn u') cq C44 00 to Ln C'i C'5 C-4 j co co w to co w to to (D -0+50 0+00 0+50 1+00 1+50 2+00 2+50 EXISTING 12- WATERLINE - TAP SLEEVE AND VALVE 1.64 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 29+50 30+00 CLAREMONT LANE WATERLINE EXTENSION PROFILE 695 rn A 695 CN INV IN. 680.58 TO 9-42 c:) 8 695 INV OUT. 679-55 TO 9-26 17 695 CF) 01) 00 'VEXISTING +.m 4m 0 690 690 m co oo It 0 0 680 - w _j GRADE C14 04 - 690 EXISTING lrqu -\ IT COD 690 PROPOSED PROPOSED 12" CLASS 51 D.I. WATERLINE GRADE co E Z 690 0)0) O PROPOSED 00 0 2 0 ! E 0 v GRADE 0004 LC) Lq I-- co 0 o I 0 t6 w F---co + cn -0 Iq 01) r.- 690 O 0 685 > Iq 1p FZ_ - 685 - 0= 2 685 PROPOSED 6 N CO (0 ce 9 670 I I'S-M C'4 rL 685 - LO ': F- + MOO A cj 685 0 0i cp rz cn 665 6 (0 U co to tl- . cq 0i cc �_ -FUTURE CLAREMONT LANE FINISHED GRADE < 2 > F_ EXISTING 12'. � C:) (0 =t M 2� 0 j C5 + T7 �q Z C) 1.08% 31 N 1 WATERLINE .2 U) w Z 680 ORAL 8"WATERLD >xx Z_ EXISTING GRADE 680 15" ui C /-CROSSING 0 V) w w w 107.51 LF @3,60% 680 2323 LF @ 0.52% REMOVE EXISTING 12" PLUG AND I -WATER SERVICE GRADE 675 680 1 TIE-IN TO EXISTING 12" WATERLINE SANITARY SEWER 675 LATERALS 670 675 670 7 I K TIE-IN TO LOT 27 SANI -SEWER EXISTING 1 2" EXISTING 12" WITH A 12 LAT 675 X� WATERLINE LINE 1 12 "x12" TEE STA. 33+9 675 EXISTING STORM 3-12" G.V. 670 20)0/0 CROSSING STA. 33+36.20 670 14, 0� Nt m co CID 0 c) ce) N (30 U) 0) co LO 00 co IN . It m 00 U) I,- . tOh 0 to COO c; c) cy) (D 6 0) cO 00 c6 W co c6 m OD LOO C'i c) 00 00 w C6 00 co ro co vi o6 N co (D - oil, 8" WATERLINE CROSSING STR:9-26 VDOT STD. DI-2C (L=8') RIM:680.77 STR:9-32 VDOT STD. DI-28 (L=8') RIM:686.60 INV IN. 674.50 TO 9-28 FINV IN. 680.10 TO 9-34 INV IN. 675.68 TO 9-40 INV OUT. 680-00 TO 9-30 INV OUT. 674.40 TO 9-24 co if Nr 4 11 =4 ca 04 ca -L 00 R 04 ce) StR:9-16 VDOT STD. DI-213 (L=6') 00 CY co RIM:675.08 CM4 60 INV IN. 667.86 TO 9-18 0� Fes- d) 0 INV OUT. 667.76 TO 9-14 c� C14 (n p c) 0 0 - LO �- r,- 0 in ci F a to 0 P d) p > -EXISTING cj c) 'N cl) woo - I --I- (j) 0 0 a > U) co (0 (0 F_ a cn c14 60 GRADE a c%j 0 0 If 4 1 F- F-,r- 0 0 r.� cn ui co f-- a, w 0 7 r- "I cn F- > ,r co Z c� 0 C6 > > co NOT cq I CO z- - 0 cv CD Cc go C14 04 tN- 6 ccoo 2� > > PROPOSED ...._0 F_ F_ & C6 0 fl- c%j (D-cr > >_ FE Z --GRADE U) cq CC! cli 00 t'0_ F-: z z c� co O I— F- Co 0 CD m f- 33 a d, /p 00 00 o6 �p 0 WATER SERVICE o > t'-: r": (0 co co (0 > > CROSSING C6 6 0 'Or to (0 cn Fr 9 C) - " Lo co co rp 00 j5"RGI zz co 6% 0 0 00 00 133.21 Lv: @ --a > C14 " ww- rf M > > >_ 0 co co CIO zz �I RCP cn R z 23.17 LF 5.83% �p- -0 1 1 "�r I I > > WATER ER SERVICE 8- WATERLINE 15" RCP CO W Z Z CROSSINGS CROSSING' 56.28 LF @ 2.13% n A 8" WATERLINE- I CROSSINGS WATER SERVICE 1.2 15" RCP 51.94 LF 2.70% I �CROSS{NGS I PROPOSED -GRADE 2-1 18" RCP ____�51.62 LF 0.77% 0 -rd & 'ri, I 18" RCP 31.21 LF @ 1.03% 18" RCP I 18" RCP i8!'RCP 35,84 LF @ 1.00% 44.37 LF @ 3.20% r, 655 cl m 0 LO 0) cn u') cq C44 00 to Ln C'i C'5 C-4 j co co w to co w to to (D -0+50 0+00 0+50 1+00 1+50 2+00 2+50 EXISTING 12- WATERLINE - TAP SLEEVE AND VALVE 1.64 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 29+50 30+00 CLAREMONT LANE WATERLINE EXTENSION PROFILE 695 rn A 695 _0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MN -18 - 0IdTrIViI -4 -6 PROFILE STR:9-40 VDOT STD. DI-213 (L =14') 5 0 5 10 FEET VERTICAL SCALE: I"=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' RIM:687.04 an CN INV IN. 680.58 TO 9-42 c:) 8 695 INV OUT. 679-55 TO 9-26 17 695 CF) 01) 00 'VEXISTING +.m 4m 0 r CD 0 1,- : m co oo It 0 0 680 - w _j GRADE C14 04 - EXISTING lrqu -\ IT COD 690 C14 0- > Fr Z GRADE co E Z 690 0)0) O PROPOSED 00 0 2 0 ! E 0 v GRADE 0004 LC) Lq I-- co 0 o I 0 t6 w F---co + cn -0 Iq 01) r.- 690 O 0 685 > Iq 1p FZ_ - 685 - 0= 2 F- 0 PROPOSED 6 N CO (0 ce 9 670 0 V: tq ID F- IQ cp I'S-M C'4 rL - LO ': F- + MOO A cj 685 0 0i cp rz cn 665 6 (0 U co to tl- . cq 0i cc �_ 665 < 2 > F_ 685 � C:) (0 =t M 2� 0 j C5 + T7 �q Z C) 1.08% 31 N + R > > F-qFywzzz 680 1.01 .2 U) w Z 680 ORAL 8"WATERLD >xx Z_ cq N 0 - 1. Ck 15" ui C /-CROSSING 0 V) w w w 107.51 LF @3,60% PROPOSED PROPOSED 2323 LF @ 0.52% 680 I -WATER SERVICE GRADE 675 680 1 CROSSINGS 675 SANITARY SEWER ,47 LATERALS 670 y 670 7 (25 LOT 27 SANI -SEWER EXISTING 1 2" EXISTING 12" LAT 675 X� WATERLINE LINE 1 675 EXISTING STORM 20)0/0 CROSSING 2.6' 216 670 1.0 - ------- ------ 8"DIP 176.46 LF 1. 19% 670 8" PVC 8" DIP 117.69 LF 1.20% 48.08 LF @ 0.54% 1 665 665 cq 0) N cr� ";T CID 00 C) 04 to m cli r- co co Cp c%) 00 co U*) to 01 cq CIO 04 U.) w 4m CO ai C'i 00 to co 6 N 00 CO co (0 c� c) 00 (n W co Ci C'i co cr) (0 CID ui cli co 0) co w 04 00 01) co co CID _0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MN -18 - 0IdTrIViI -4 -6 PROFILE STR:9-40 VDOT STD. DI-213 (L =14') 5 0 5 10 FEET VERTICAL SCALE: I"=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' RIM:687.04 an CN INV IN. 680.58 TO 9-42 c:) 8 695 INV OUT. 679-55 TO 9-26 17 695 CF) 01) 00 'VEXISTING F- 0 U) I- 4m 0 r CD 0 1,- : m co oo It ( > 0 (10 680 - w _j GRADE C14 04 - 690 0 N IT COD 690 C14 0- > Fr Z 0006 0 c� IT co E Z 0)0) O PROPOSED 00 6 ! E 0 v GRADE 0004 8" WATERLINE 0 685 > Iq 1p FZ_ 685 (D 670 P PROPOSED 6 8" WATERLINE 670 csj CO �- C; cc) - :3 ZZ I'S-M O 2 CROSSING A r> > z z 665 6 CD 665 U) -RCP Nq 2 1.08% 31 N FARY 680 1.01 660 6 680 ORAL 0 c co vr c cq N 0 - 1. Ck 15" ui C 15" RCP 107.51 LF @3,60% 2323 LF @ 0.52% I -WATER SERVICE 675 1 CROSSINGS 675 SANITARY SEWER LATERALS 670 y 670 Cp CD {O„ cr) CO M aD CD CO Q0 _0+50 0+00 0+50 4+00 4+50 STR 9-42 STR Ln CD . 4m CN "s c0) o co O 1+00 9-26 cv) wt. to LO CD Lc%j O 7 m w L6 oo CO p" I,- (0 to 0 3+00 3+50 STR 9-38 - 15" RCP 34.35 LF @ 7.86% L15" RCP 1 23.56 LF @ 1.23% 15" RCP 34.16 LF @ 5.30% 4+00 4+50 I N. 5+00 5+50 STR EX -18 PROFILE VDOT STD. IS-1 SHAPING SHALL BE INCLUDED ON ALL MANHOLE STRUCTURES WITH A 4' OR GREATER INLET DROP. ALL PROPOSED STRUCTURES SHALL HAVE IS-1 INLET SHAPING STR:9-44 VDOT STD. DI-2C (L=6') RIM:674.65 INV IN. 667.75 TO 9-46 INV OUT. 667.65 TO 9-10 zo _j 685 w c\l �11N 0) 01) 00 co 4m 0 r CD cV m co (D 00 680 - w v to 4+00 4+50 I N. 5+00 5+50 STR EX -18 PROFILE VDOT STD. IS-1 SHAPING SHALL BE INCLUDED ON ALL MANHOLE STRUCTURES WITH A 4' OR GREATER INLET DROP. ALL PROPOSED STRUCTURES SHALL HAVE IS-1 INLET SHAPING STR:9-44 VDOT STD. DI-2C (L=6') RIM:674.65 INV IN. 667.75 TO 9-46 INV OUT. 667.65 TO 9-10 zo _j 685 w c\l z < z o c UJI C3 0 1 a co 680 - (D I v -(0 v MOW 0 0) coo O �_ -0 F Fr Z & >> < 675 cn iiz z 6 675 8" WATERLINE 1 ,"'-CROSSING 670 P PROPOSED 6 670 I'S-M A 665 6 CD 665 -RCP Nq 2 1.08% 31 N 23.17 LF @ 1 660 6 660 1 0 c co vr c cq N 0 0 0 C Ck ui C 695 co if If _j f m Im N c� -1 't 0 cn SCOT R.' OLUNS�Z 0 C? 0 0 C co ? - C6 0 M cl U Lic. No. 035791 cz 0 CD t- 0 I— 7 0 i o< 1 ��o ', L I , a 695 1- C, _ R� 0 M a c%M > co co j 00 to 101VAL > t-- vi OD (0 co Co - - .00 0 S Z �P 0 (p 0 - > > > 2z 690 z z 7_7 1 685 tn m k- Z X Z Z W 0 LU W 2m 0 2 u 7: 0 0 _j 0 0 680 < n m - U U U u 2: Lu 0 U' m (n w u 15" RCP z w D z > > 36.99 LF 0.81% 0 th w w w < 0 w Z Lu w < m m z z W z w z 675 0 ui > 0 > > uj C4 ct uj uj > 670 W 1 N cr) co ce LQ ) 0) r 0) �_ 'O, (14 04 co con' m CIS! CO co co co co 00 CO co 0) CO CD (0 co (D (0 co (0 6+00 6+50 7+00 7+50 8+00 665 655 L9 8+50 z rn Cl. cy) < 0 1 0 go N a� W 0) ca 04 > LL_ w 06 0 c z w a df 695 0 z cz > C, O-Z W ca _j _-, 0 L9 -i Uj c;6 U) Lua) < 0 1 -6 0 14 LL_ 0 w CIM C, X 11) W U-i 680 UJI 0 z (D 0 z 0 F--t U1 u) L,J W w z 0 Z.0 uj (f) , U) K - J > (0 w 0 �Z CL (13 Cl z 0 O x 4- a) () c\1 0 ui 0 12 u P 15 -0 t a) tu �n uj E Lu 0 cal CL Ln 0 JOB NO. 0200 9 a U) SCALE V. 1" 5' 3 +50 it 0.c: H: l 50' SHEET NO. a Q) Q) cn EXISTING 0 co GRADE ti It c) 690 690 F- to ca 04 C-4 (0 c1q 1 >0 @ C? 0) C? PROPOSED GRADE E 0 00D a 0 0)0 (p 0 p I_ & U) 0 co 0 F- > LO u') 04 0 LO z 685 -j 685 0 LLOO ai 0 0 > It w > r" z > to X w to 0i N c6 w F- § I f.- ;� =) c6 (0 t- F_;� ; cp-0 6" 9�(0_0 �P_o O Ir 13e 0 > > > > in w KZ Z/ 6 d) 80 6 00 0 C) > 04 C\1 15" RCP 00 c"i C\i OD (0 (0 ---77.91 LF @ 4.12% w (0 z z u EXISTING 12" X:�> > 675 K WATERLINE 675 110 2.5' 1.01 1 670 670 SANITARY SEWER LATERALS IQ 4 q� 00. 665 665 15"RCP -60.79 LF 6.99%-------------------- 60A 15" RCP 35.20 LF 0.990/6 660 660 LO to CID cli m c� N N c%4 CNI cl) C:, Lo U-) co ca to CR In N co tO c6 r_.: a a; Ln N N 00 CO co co 1 (0 ca co rl- CD co co w to WATERLINE w r__ 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 2+00 (0 PROFILE STR 9-46 STR 9-10 PROFILE -0+50 0+00 0+50 1+00 1+50 STR 9-8 - STR EX 2+00 2+50 -18 PROFILE 3+00 < co 660 CD 655 L9 8+50 z rn Cl. cy) < 0 1 0 go N a� W 0) ca 04 > LL_ w 06 0 c z w a df 695 0 z cz > C, O-Z W ca _j _-, 0 L9 -i Uj c;6 U) Lua) < 0 1 -6 0 14 LL_ 0 w CIM C, X 11) W U-i 680 UJI 0 z (D 0 z 0 F--t U1 u) L,J W w z 0 Z.0 uj (f) , U) K - J > (0 w 0 �Z CL (13 Cl z 0 O x 4- a) () c\1 0 ui 0 12 u P 15 -0 t a) tu �n uj E Lu 0 cal CL Ln 0 JOB NO. 0200 9 a U) SCALE V. 1" 5' 3 +50 it 0.c: H: l 50' SHEET NO. a Q) Q) cn EXISTING 0 co GRADE ti It c) 690 690 F- to ca 04 C-4 (0 c1q 1 >0 @ C? 0) C? PROPOSED GRADE E 0 00D a 0 0)0 (p 0 p I_ & U) 0 co 0 F- > LO u') 04 0 LO z 685 -j 685 0 LLOO ai 0 0 > It w > r" z > to X w to 0i N c6 w F- § I f.- ;� =) c6 (0 t- F_;� ; cp-0 6" 9�(0_0 �P_o O Ir 13e 0 > > > > in w KZ Z/ 6 d) 80 6 00 0 C) > 04 C\1 15" RCP 00 c"i C\i OD (0 (0 ---77.91 LF @ 4.12% w (0 z z u EXISTING 12" X:�> > 675 K WATERLINE 675 110 2.5' 1.01 1 670 670 SANITARY SEWER LATERALS IQ 4 q� 00. 665 665 15"RCP -60.79 LF 6.99%-------------------- 60A 15" RCP 35.20 LF 0.990/6 660 660 LO to CID cli m c� N N c%4 CNI cl) C:, Lo U-) co ca to CR In N co tO c6 r_.: a a; Ln N N 00 CO co co 1 (0 ca co rl- CD co co w to WATERLINE w r__ 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 2+00 (0 PROFILE STR 9-46 STR 9-10 PROFILE -0+50 0+00 0+50 1+00 1+50 STR 9-8 - STR EX 2+00 2+50 -18 PROFILE 3+00 w r__ 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 2+00 (0 PROFILE STR 9-46 STR 9-10 PROFILE -0+50 0+00 0+50 1+00 1+50 STR 9-8 - STR EX 2+00 2+50 -18 PROFILE 3+00 0+50 1+00 1+50 STR 9-8 - STR EX 2+00 2+50 -18 PROFILE 3+00 ;__.___. _.__..._____... __ - .... -. _.. _ -. ... -__ -_. - -- - ..__ _.. , ____._ __..__._- ._.-_w_ __._._._ __.._..__...__,___,____,_..__._ __ ._..____. ___._ _. __ __ . _ ..____ _ _.....__ ....... .__.__..... _ .._.__...__, .__._... - - -.._ __.._ -_ __. __ ;Table $. Pipe Design i i ; j r , i ,,._ ..__r->._ __., ... - __ _ .... _- _ .-_.._.. _.__• - _ _ ........ .._ s.. - -a '� °F I } " �f F �, SCOTT R. OLLINS U Lic. No. 035'791... .oho ( Ili I� �4 � 11" on i rb�,sS Gt Pu jflNAL Fr- h W W o n� Q OO tJ O O L�LI 0.� -•1 w w .- _ .., . _._�__ . _ _ _ ........,.._._ _ . - - - .. -- - - - -- _ __ -- -- - _ _�_ _, _ __ _ _ __.._ _ __. __ .._ 0 .-e f"' F_ r!1 rtl �> Z O O �. �-. ■ "" W c>* a - ..- , .__.- _-- ...._.. _ -_,.. _. . .e. ... , _._,................. . _._ -- ._ - ._ __ .. _. .. _. tlleslgn5tormYesr 10 - ._ -__. .. - ---___ -... ._ .....__ .._ _ -- --._._ .__ -_ .._.., i r - -- - _ . __ _ .. _ - .. - - -- -- - - -. .. •-1 •1 z Uj -_ - N V-4 tV C� L] 1 �. t0 � N o C? z _-_._.___. _.____. _.._ __... ___.._ _ _._.__.___._ _._b ... ..._ ._.. ____ ._ .__._.._ -_.. ___ _. _____ ____,_._.__ -.-f _. -._ - ... -.__ __,._ __.� __________,_.___._j Table 6 Sump Inlet Design Tabie I _ _ N CY3 (u 0 1 to N M N� ° , W N r Y l i , N W T__q 0) m b + __ wi � ; � 4 U 4 - ' Q a 0 c 6 W �+ a In C O (3) Z) M a- 1.L W z 3 0 -c V v ru U Q � n W 0 [r ��'''� ° 1 = V aI�i Uj ,� 0. L z -_0 W 11--1 ° I . . i - � - I . 9 C o ._.._._,.._..__.-._._..__ _.,- _- ...- .__._._- __.- _..___.,_ --- _., -_._�_ _1__1._____.,__.__ _-__.__�_- _.,- ._._. -__ _ ._ ..___.. __._.__ .._.___..,__ _- _._-_._- r� E 1 _� v a o I � L9 V �- z - - - ___ -- -.. - - -- ._ z - --- - -- - - - W w (,U z �� z 111 z ` ,��c j I .- W �"'"'� 0 N Q Q ; I I I I - I �EL I I 0 � % 0 3 © U X N °' �_ ® ai J 4 ., C N n W. W � U Q � o v JOB NO. W - _ -k 9 v 02009 0 rn SCALE c C IA C `• v L SHEET NO. c a DP -3 s DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. DIA. LENGTH' INVERT INVERT INLET Curb INLET SLOT RIM' COMMENTS NO. (in.) (ft.) SLOPE ( %) IN OUT MATERIAL TYPE Type STATION LENGTH ELEVATION 9-8 DI-7 WA 0.00 WA 682.02 V DQT sTn_ IS-1 9-7 15 77.91 4.12% 677.56 674.35 RCP 9-6 DI-7 WA 0.00 WA 679.41 v170T STD. f.•'r•1 9-5 15 60.79 6.99 °!0 674.25 670.00 RCP 9.4 DI-2B CG-6 D.00 10 678,71 vDOT5fD.lS -t 9-3 15 35.20 0.99 °l0 669.90 669.515 RCP 9-2 DI-2B CG-6 O.00 8 678.79 vDOrsTD_>vs -1 9-1 24 87.34 8.30 °h 669.45 662.20 RCP 9 -38 DI -2B CG-6 0.00 8 6$8.48 vOOrSTD.IS -1 9.37 15 36.99 0 -$1% 683.50 6$3.20 RCP 9 -36 DI-2B CG-6 0.00 8 688.17 vDarS7D.IS -t 1 33.21 1.1 /0 6$3.10 681.515 RCP 9 -35 5 1 6° DI- -6 0.00 686.6 V 7STD. 1 9-34 2B CG 8 0 t70 IS• 9-33 15 23.17 5.83% 681.45 680.40 RCP 9-32 DE -28 CGS 0.00 8 686.60 voors�D.ls -1 9-31 15 56.28 2.13% 680.00 67$.80 RCP 9 -30 D12B CG-6 0.00 4 685.25 VDOTS"rD.is -t 9-29 15 51.94 2.70% 67$.70 671.30 RCP 9-28 DI -2B CG-6 0.00 8 6$3.23 v170TSTD.IS -t 9-21 15 34.35 7.86% 677.20 674.50 RCP 9-26 DI -2C CG-6 0.00 8 680.77 vDOrsTD.IS -1 9-25 15 23.56 1.23 °!0 674.40 674.11 RCP 9-24 DF2C CG-6 0.00 4 680.74 vDOT 5m.1s -1 9 -23 15 34.16 5.30 °l0 674.01 672.210 RCP 9-22 DI-2B CG-6 0.00 4 678.87 vDOT 5113. �-1 9-21 15 93.72 3.54% 672.10 668.7.$ RCP 9-20 DI-28 CG-6 0.00 $ 675.40 vDOTSTD.IS -1 9-19 18 51.62 0.77 °10 668.68 668.218 RCP 9-18 DI-2C CG-6 0.00 6 674.90 vooT sTD. IS-1 9-17 18 31.21 1.03% 66$.18 667.816 RCP 9-16 Dl-2B CG-6 0.00 6 675.0$ VDDTSTI]. iS-1 9-15 1$ 50.77 1,00 °l0 667.76 667.2'5 RCP 9 -14 D! -2B CG-6 0.00 6 675.88 vpOT sTD. NS-1 9-13 18 35.84 1.00% 667.15 666.79 RCP 9-12 DI-2B CG-6 0,00 6 675.97 vDOTSm.15 -1 9-11 18 61.57 4.82 °k 666.69 663.7 RCP 9-10 MH WA 0.00 WA 672.97 vDOrsTD_ 1S•1 9-9 18 44.37 3.20 °l0 663.62 662.210 RCP 9-1$8 DI-2G CG-6 0.00 6 674.78 vDOTSTD.IS -1 9-18A 15 29.16 1.03 °k 668,58 668.2$ RCP 9-208 DI-2B CG-6 0.00 8 675.29 vDOTSTD.� -1 9-20A 15 29.16 0.99% 669.07 668.7$ RCP 9-42 Dt -26 CG-6 0.00 10 6$7.20 vDOr sTa NS-1 9.41 15 23.23 0.52% 680.70 680.5$ RCP 910 DI -26 CG-6 0.00 14 687.04 vDDT STD, IS-1 939 15 107.51 3.60% 679.55 675.6$ RCP 9.46 DI -2C CG-6 0.00 6 674.65 vaorsTD.ls1 ° 9�4 5 3.17 0 667.7 5 1 2 1.081 668 00 5i RCP PIPE DESIGN P DE5 1 - n = 0.025 for CMP n = 0.013 for RCP i "n - 0.01 for HOPE Pipe 1 .. 1_111.,_. -._1 � �xyarOiO�y! i ` sPlpe " ! j " AREA (FTZ) Pka21ML'IER (FT) 11", C � ICES) E . ,y m iC 1 � ' 'E' Y i � t ^ i u 7 � v E u- � m i � cO � ;=i - � i a a V u c I s�� m c_ 1 s i t,�, _ _ .�. v a m.L�*. � 1 .- E � c i jtnfet rrrrrrrmie�s�mlr ,c3� � I C U -'�.4.- _ `� rn C � � N 1= i N i � ��• '°t^�- c „� i t1 °� i m - ' c 4 •� -� t � j 7 1 1; � � - '�r � t � a c -f m .5 ` � r i .� m t a. a. �� .� t.- € � m 'C j � i � � C : � t �t-� S ! !- � W 0.69 O.S4 4.00 ®I�rl�� g WEIR FLOW 9 -$ DI -7 �A W dv U� U, V, F- { Cr €� - J" € 6 ro; � Pipe run: 9-14 - EX-18 9-8 9-6 0.16 0.81 0.130 0.130 5.00 6.fi7 0.86 = 677.Sfi 674.35 77.9 0.01 0.0412 15 I31'I 5.98 0.22 6.50 9-B 9-4 0.69 0.54 0.373 O.5Q2 B.OD 5.81 2.17 } 2x92 � � <' 674.25 570.00 80.8 0.01 0.0699 15 � 17 10.19 0.10 .13.1 9-4 9-2 0.28 p.64 0.179 0.681 8.10 5.79 1.04 � ��: 669.9D 669.55 352 0.01 Q.D099 15 � -A `=' 5.48 0.11 � � S-2 EX -18 8.71 0.75 6.533 7.214 8.21 5.76 37.65 OmD 669.45 662.20 67.3 0.01 Q083D 24 o�? e � 21.99 0.07 p { �` E i E p 4 m Y i 871 075 � � °�j ! ' u � 1 5]6 � m � � �`� 'k 3 � n � � I `� � C pO � r] 23.2 ,�' Pipe run: 9-38 - EX -18 9-38 9 -36 0.27 0.64 0.173 0.173 8.00 5.81 1.00 ' ¢ � 6$3.50 883.20 37.0 0.01 0.0081 15 0.00 3.54 0.17 027 9-38 9-34 0.23 0.65 O.t50 0.322 8.5r} 5.70 0.85 ��.84�, �'� 683.10 681.55 133.2 O.D1 0.0716 15 �_ �_�;. 4.78 0.48 0.11 9-34 9-32 0.23 0.70 0.161 0.483 8.96 5 -59 0.80 eT 881.45 680.10 23.2 p.01 0.0583 15 , �' 9.50 0.04 - 8-32 9-30 0.20 0.66 0.132 0.615 9.01 5.58 0.74 �� '4�,. = 680.DD 878.80 56.3 0.01 0.0213 15 0.92 7.02 0.13 0.1549 9-30 9-28 DA2 0.90 0.018 0.833 9.14 5.55 0.10 „`� 678.70 677.30 51.9 0.01 D.027D 15 v} 7.71 D.11 4.1650 9.28 8-28 0.70 0.71 0.071 0.7D4 8.25 5.53 Q.39 - 67720 874.50 34.4 0.01 DA786 15 �j�� 11.66 OA5 .: 1 •. 1 �r7 11: ®� 4.1650 ®i�r 0.91 3.5192 ' ��' -,� 4.64 1.29 � .- 0.45 0.00 - 't r��r�r�r�r� DI.2B 6.0 0.10 9-26 9-24 0.26 0.72 0.187 1,20 3 9.30 .5 5 2 1.03 g``�i 83 6 74.40 674.1 1 23.6 0 0. 1 0.0123 15 1:72 6.63 0.06 r��r�r�.� 9-24 5 -22 0.07 0.81 0.057 1.259 9.38 5.50 0.31 t T� 674.41 872.20 30..2 0.01 0.0534 15 ' 11.SQ 0.05 '.0.1593.. 9-22 9-20 0.02 0.90 0.01$ 1.277 9.41 5.49 D.10 �� ` 672.1p 668,78 93.7 0.01 x.0354 15 � 9:15 .: 10.22 0.15 4.1654 8-20 9-18 0.17 0.67 0.114 1.534 9.56 5.46 Q62 �" 668.6$ 868.28 51.6 0.01 0.0077 18 ~= 5.80 0.15 0.07.' 9-18 8 -16 0.13 0.67 0.087 1.737 8.71 5 0.47 9:43 �;� 6 68.18 667.88 31 0.01 0.0103 18 ��' D B 01.26 0.08 0.10 0.71 0.071 0.28 6.40 D.28- 4.4548 0.0240 .43 0.0833 4.1.650 302f� 1.00 .2 0.1456 r '' � � %_q 4Y 6.81 0.00 - 9-16 9 -74 0.1 0 0.68 0.068 1.805 9.78 5,41 D.37 ®��r 667.76 667.25 50.8 p,01 O.QtDO 18 0,99 .:3.5192 0.13 0 -1652 2.61 1:53 � € 4.07 0.00 - T rr13x. spread 9 -32 D4�28 8.0 020 0.66 4.132 0.53 D.oO .53 ` 0.4123 0.0240 6.75 0.0633 4.1S5D 8-14 9-12 0.17 0.66 0.112 1.917 9.91 5.39 0.60 � 133 � 867.15 566.79 35.8 0.01 0.0100 78 1i15t5, 6.77 0.09 4.18: 9-12 9-10 0.09 0,75 O.D88 1.984 10.OQ 5.37 0.36 ' +��ltlfi&- 668.69 663.72 81.8 0.01 0.0482 18 � � 12.70 0.08 ®Irr.��r 0.65 0.150 0.60 ' 0.00 r�rrrrr 0.0100 t t �a t t• rrr�rrrrr�rrr�rrrrrr 5,Ta0 -Y 0.88 3.5192 '- 0,1466 4.1461 '. 4.87 ^ .0!i� �txl7 4.66 0.� - T m3�c. spread r r ®rrrr�r�r!}�r[�rIl�� 0.27 0.64 0.173 0.89 O.DQ Q69 _ 0.0100 0.0200 2.0 0.0833 4.1t5Q ®r�E�i® � 3.5182 + 0.1448 ': 9-10 IX -i8 D.OQ 0.90 0.004 2.143 10.08 5.35 0.00 683.62 862.20 44.4 0.01 0.0320 18 0.0240 71.13 0.0 7 4.1550 - Pipe run: 9-188 -9-18 9-186 9-1$ 0.24 0.48 0.115 D.115 5.00 6.67 0.77 �*'�i1'7�" *- 688.58 568.28 29.2 0.01 0.0103 15 tl�al�,._ �: 3.57 p.14 Pipe run: 9-208 -9-20 9-208 9.20 0.26 0.55 0.143 0.143 6.00 8.35 0.91 0.0833 689.07 668.78 29.2 0.01 O.OQ99 15 ;��« 3.67 0.13 O.QD Ape nm: 9-42 -9-28 9.42 9-40 0.13 0.72 0.094 0.094 8.00 5.81 0.54 ` y��`�ra4 T, 680.70 884.70 680.58 23.2 0.01 0.0452 15 +186 2.53 0.15 tom' 9-40 9-26 0.29 0.75 0.218 0.311 8.15 5.78 1.26 � � �� 679.55 675.68 107.5 D,01 0.0360 15 `` 12'� 7.00 0.26 7.24 Pipe run: 9-46 -9-10 9-46 9-44 0.21 0.44 D.092 0.092 5.Q0 6.67 O.fi2 ?, '0 668.40 567.75 23.2 0.01 0.0108 7 5 ,� � �� 3.36 0.11 2.0 9-44 8-10 0.10 0.66 0.066 0.158 5.11 6.83 0,44 � 667.65 663.72 872 0,01 D_0451 15 + 13'T� � 6.46 0.23 8.0 STRUCTURE DRAINAI;E ____. ._..._._. (IN) .. 1_111.,_. -._1 INLET TYPE AREA (FTZ) Pka21ML'IER (FT) A (ACRES) C I (BN/Hft) ICES) TO ; iHydrology ; ` ;Curb and Gutter [ e INLET TIME to jtnfet rrrrrrrmie�s�mlr INV. ELEV. IN j 9 -6 DI -7 1.71 4.58 0.69 O.S4 4.00 ®I�rl�� 2.7 WEIR FLOW 9 -$ DI -7 �rrrrrrrrrrrrrrrrrrrrrrrr 4.58 0.16 0.81 4.00 0.52 1.3 WEIR FLOW 111 r � .9$. - - 5Y O. ■r■rrrrrrrrr �G r Intensity 6.50 i 9 -6 DI -7 1.71 4.58 0.69 O.S4 6.50 2.42 3.8 WEIR FLOW 9 -8 DI -7 1.71 4.58 O.I6 0.81 6.50 0.84 1.9 ' ' rr�rr�r[fr�� 7791 ! i 13.11 596 .13.1 i 6.4 L • 1 r' ® ®�r�iirr�� .. __,4__,.._1___j' { `; 5.81 - 67425 67000 $. ' � R ! o t v > 'rn ! u�i � � o +�', ",�,.. 9-2 C ��r•� y �: � 9' �" -' � � + V �` t p i � i � OmD i V c " � t) � � ... I � $ 1 O � ( 01 1 �, � � V 1 � �.e•.*F T'rC� �. .� o�? e � . N .' �'+ � � ,� . rlXj ,, ,.mom a"`r �' d .� � p { �` E i E p 4 m Y i 871 075 � � °�j ! ' u � 1 5]6 � m � � �`� 'k 3 � n � � I `� � C pO � r] 23.2 ,�' rn 3 � t m 7 WA 7.52 J -� f �' } E corrbinea flow -- � d' ' ••• •i �� i dl 1., mr�r 0.00 ®�rrrrr : 027 r�r■�r�rrrrrrrrrrrrr 0.17. x17 _r , tS f ; «i r � 0.81% 15d1D w ar in obi =, J Cr cs ! � � 8 -2 Dl-26 rr�r�rrrrrrrrrrr 0.11 0.74 0.081 0.33 0.00 0.33' 0.44}5 0.0200 ''�' �E''1' '"' X35: m . ' �� 0.1537 -: 5.40 ri■ r�rrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrwr� .;�cY 0.33 O.D4 - 10'rrl�c.spread 9 -4 131-26 10.0 0.28 0.64 0.179 6.72: 4.00 : "0.72 0.0415 4.0240 2.4 0.0833 4.1650 +3 5t � 0.92 rr��rr 0,1466 0.1549 7.77 1.29 ��3� 0.72 O.OD - 10' max. spread 9-12 DI-2B 6.0 0.09 0.75 0.068 0.27 ` 0.00 1 1 .� 1 2.0 : 11 4.1650 1 0.95 3.5192 '4.1468 _0,1593, 3.67 :.9.64 ti� ` 0.27 0.00 - r � rrr�rrr B.0 0.17 O.G6 0.112 Q.45 O.Op .: 1 •. 1 �r7 11: ®� 4.1650 ®i�r 0.91 3.5192 ' ��m 4.64 1.29 � .- 0.45 0.00 - 't r��r�r�r�r� DI.2B 6.0 0.10 0.68 0.068 4.27:': 0.00 0.27 0.0117 rr��rmrrrrrrrrrrrrrr�a�� 2.0 0.0833 4.1850 �9 '" 0:95 3.5192 4.1486 6,1593 3.48 1:72 ;1.fk'} =! 0.27 t t . r��r�r�.� T max. spread 9 -20 171.26 8.0 ��tE� 0.67 0.114 t � tt� t T� E�:��r�r�r�� 4.D200 2 -0 0.0833 41650 X13#;; 0.95 3,5192 .. 0.7466 - '.0.1593.. 5.04 91.59 ��r��rrr��r • - T max. spread 9 -208 DF2B 8.0 426 0.55 0.143 0.57: DAO r 0.0195 • rII'� • ��r 4.1654 �� 0.82 1 1 .. © 1 • ' 1 E��rrr��r 0.00 013 70' max. spread 9 -22 DI-2B 4.0 0.02 0.90 O.Ot8 O.D7; 4.00 0.07.' 0.4549 0.4200 2.0 0.0833 4.1650 � 0.89 •:1 11 . ::1 � 1 1 ®fir 0.07 r + E��r1 Tmaic.spread ��rr�rrrr 01.26 8.0 0.10 0.71 0.071 0.28 6.40 D.28- 4.4548 0.0240 20 0.0833 4.1.650 302f� 1.00 <3.5192 0.1456 r '' � rrrrrrr[fl�i7tfi�E3�� = 0.28 0.00 - Tmaic. spread 9-30 DI-2B 4.0 0.02 0.90 1 1 1 � 1• ®��r 0.0312 0.0200 2.0 0.0833 4.1650 1 �: 0,99 .:3.5192 0.1468 0 -1652 2.61 1:53 � € 4.07 0.00 - T rr13x. spread 9 -32 D4�28 8.0 020 0.66 4.132 0.53 D.oO .53 ` 0.4123 0.0240 2.0 0.0633 4.1S5D `8 0� "� 1.00 :3.5192 0.1465 0.1866':' 4.54 :1.78 ;': 0.53 ' �,' � t ' � ©r�t 8.0 ' t ®��r�rrr� 0.16} 0.64 0.00 4.18: 0.4123 0.0200 24 0.0833 4:1650 544x; rr�rzr■■�r■rrrrrrrrr�a�l� .3.5192 .0.14Sfi Q.1490 9.87 1At 4.64 1.76 0.00 T max. spread 9-36 DI.26 t t ®Irr.��r 0.65 0.150 0.60 ' 0.00 r�rrrrr 0.0100 t t �a t t• rrr�rrrrr�rrr�rrrrrr 5,Ta0 -Y 0.88 3.5192 '- 0,1466 4.1461 '. 4.87 '1:64 �txl7 4.66 0.� - T m3�c. spread 9-38 r ®rrrr�r�r!}�r[�rIl�� 0.27 0.64 0.173 0.89 O.DQ Q69 _ 0.0100 0.0200 2.0 0.0833 4.1t5Q ®r�E�i® 0.85 3.5182 0,1466 0.1448 ': �- 1:54 1 1 1 '1 f 1 ®iiiii��__r�rrr- 9-40 DF28 14.0 029 0.75 0.218 0.87.': OAD 4.87, 0.0752 0.0240 2.0 ■rrrr�rrrrrrrrrrrrrr�ta�� 4.1550 ��1 0.6A 2. :4.1456 0.1446: 10.50 A,33 � 0.87 0.00 O.a833 1 t • mr®��■ DI-28 10,0 0.13 0.72 0.094 D.37 _ 0.40 6.37.: 0,6752 OA2D0 2.0 0.0833 4.165b 9-20 0.83 3.5192 ;Q.148S D,1417 7.46 134 �t�_f= 0.37 O.QD ��rrrrrrr T max. spread -for inlet draining to tormvrat r an a ent facilities, where otiedand ilo>ry t facilities s _ _!� ._ s._ . e m ag m _ o is no a�ai t I 100% i lab a capture s required at 6.5tNhr 5�'� ( I " { "• y ..:: � off, �EE�E�E�7�r 0.74 0.00 - �!r tom' 1 . 1 ' ri�l��lr��rr� 026 0.55 0.143 0.93.:: 0.00 0.93' 0.0195 0.0200 2.0 0.0633 4.1650 5'�'�� 0.84 3.5192 Q.1486 0.1432: 7.24 1.90 i� 0.93 4.00 5.11 - 10'rrex. spread 6676.5 9-22 87.19 17F•26 4.0 0.02 �� 0.018 + 1 1.: 11 ��7��r�rrr� 0,4206 2.0 0.0833 17 ' 7.00 3.5192 0.1466 0. }666 ` 3.78 1.116 � ��:'€Lrrrr��rr� 4.00 - T mex. spread 9-28 DI.2B 8.0 '• © t t tt �rt� 0.00 0.48 .' ®rte 0.0200 r�l�� 0.0833 4.1850 t'• t' iSr'�'��rr�rrr� 0.1466 0.1622 6.83 9.17 � ,Q17 = 0.46 0.00 - T max. spread 9-30 rrrri�rrrrrrrrrrrrrrc�c�� 2B 4.0 0.02 0.90 0.018 0.12 0.00 Oa12 > 0.0312 0.0200 2.0 0.0833 ■�r�c�rr 24`1 y 1.00 3.5182 0. }456 0.1686 3.19 125 1 1' � 1 1 � 1 rl ®iRi(Q�__r 9-32 DF•28 -rrr� 0.20 0.66 0.732 0.86: 0.00 0.88 ' • t rr��rrr 2.0 0.0833 4.1850 6 afr ; 0.81 3 -5192 ..• .•�® .0.1388: 8.22 1 1.:. r��r 0.86 ®i�r�� - �� '�t, � i li 1 "1 r 1 � 1 1: �� Q.1S1 1.05 fl.OD 7 AS 0.0123 0.0200 2.0 0.0833 4.1656 653 ' 0.7$ 3.5192 ,0,1468 0.7344 6.89 1.15 � 00� 1.05 0.00 7' max. spread 9.36 L8-2B 8.0 9-44 rr�rrrr� x.150 Q.97' ■rrrr�■rrrrrir��rrrrr�■rr�rr�r 0.97 0,0100 DI-2C CG-6 0.00 6 674.65 vDOT STD. IS-1 9-43 15 $7.19 4.51% 667.65 663.72 RCP D.00 - 7' max. spread 9-36 STRUCTURE DRAINAI;E ____. ._..._._. (IN) .. 1_111.,_. -._1 INLET TYPE AREA (FTZ) Pka21ML'IER (FT) A (ACRES) C I (BN/Hft) ICES) TO ; iHydrology ; ` ;Curb and Gutter [ e INLET TIME to jtnfet rrrrrrrmie�s�mlr INV. ELEV. IN j 9 -6 DI -7 1.71 4.58 0.69 O.S4 4.00 ®I�rl�� 2.7 WEIR FLOW 9 -$ DI -7 �rrrrrrrrrrrrrrrrrrrrrrrr 4.58 0.16 0.81 4.00 0.52 1.3 WEIR FLOW 111 r � .9$. - - 5Y O. ■r■rrrrrrrrr �G r Intensity 6.50 i 9 -6 DI -7 1.71 4.58 0.69 O.S4 6.50 2.42 3.8 WEIR FLOW 9 -8 DI -7 1.71 4.58 O.I6 0.81 6.50 0.84 1.9 ' ' rr�rr�r[fr�� 7791 ! i 13.11 596 .13.1 i 6.4 L • 1 r' ® ®�r�iirr�� .. __,4__,.._1___j' { `; 5.81 - 67425 67000 $. ' � R ! o t v > 'rn ! u�i � � o +�', ",�,.. 9-2 C ��r•� y �: � 9' �" -' � � + V �` t p i � i � OmD i V c " � t) � � ... I � $ 1 O � ( 01 1 �, � � V 1 � �.e•.*F T'rC� �. .� o�? e � . N .' �'+ � � ,� . rlXj ,, ,.mom a"`r �' d .� � p { �` E i E p 4 m Y i 871 075 � � °�j ! ' u � 1 5]6 � m � � �`� 'k 3 � n � � I `� � C pO � r] 23.2 ,�' rn 3 � t m 7 WA 7.52 J -� f �' } E corrbinea flow -- � d' ' ••• •i �� i dl 1., mr�r 0.00 ®�rrrrr : 027 r�r■�r�rrrrrrrrrrrrr 0.17. x17 _r , tS f ; «i r � 0.81% 15d1D w ar in obi =, J Cr cs ! � � 8 -2 Dl-26 rr�r�rrrrrrrrrrr 0.11 0.74 0.081 0.33 0.00 0.33' 0.44}5 0.0200 ''�' �E''1' '"' X35: m . ' �� 0.1537 -: 5.40 ri■ r�rrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrwr� .;�cY 0.33 O.D4 - 10'rrl�c.spread 9 -4 131-26 10.0 0.28 0.64 0.179 6.72: 4.00 : "0.72 0.0415 4.0240 2.4 0.0833 4.1650 +3 5t � 0.92 rr��rr 0,1466 0.1549 7.77 1.29 ��3� 0.72 O.OD - 10' max. spread 9-12 DI-2B 6.0 0.09 0.75 0.068 0.27 ` 0.00 1 1 .� 1 2.0 : 11 4.1650 1 0.95 3.5192 '4.1468 _0,1593, 3.67 :.9.64 ti� ` 0.27 0.00 - r � rrr�rrr B.0 0.17 O.G6 0.112 Q.45 O.Op .: 1 •. 1 �r7 11: ®� 4.1650 ®i�r 0.91 3.5192 ' ��m 4.64 1.29 � .- 0.45 0.00 - 't r��r�r�r�r� DI.2B 6.0 0.10 0.68 0.068 4.27:': 0.00 0.27 0.0117 rr��rmrrrrrrrrrrrrrr�a�� 2.0 0.0833 4.1850 �9 '" 0:95 3.5192 4.1486 6,1593 3.48 1:72 ;1.fk'} =! 0.27 t t . r��r�r�.� T max. spread 9 -20 171.26 8.0 ��tE� 0.67 0.114 t � tt� t T� E�:��r�r�r�� 4.D200 2 -0 0.0833 41650 X13#;; 0.95 3,5192 .. 0.7466 - '.0.1593.. 5.04 91.59 ��r��rrr��r • - T max. spread 9 -208 DF2B 8.0 426 0.55 0.143 0.57: DAO r 0.0195 • rII'� • ��r 4.1654 �� 0.82 1 1 .. © 1 • ' 1 E��rrr��r 0.00 013 70' max. spread 9 -22 DI-2B 4.0 0.02 0.90 O.Ot8 O.D7; 4.00 0.07.' 0.4549 0.4200 2.0 0.0833 4.1650 � 0.89 •:1 11 . ::1 � 1 1 ®fir 0.07 r + E��r1 Tmaic.spread ��rr�rrrr 01.26 8.0 0.10 0.71 0.071 0.28 6.40 D.28- 4.4548 0.0240 20 0.0833 4.1.650 302f� 1.00 <3.5192 0.1456 r '' � rrrrrrr[fl�i7tfi�E3�� = 0.28 0.00 - Tmaic. spread 9-30 DI-2B 4.0 0.02 0.90 1 1 1 � 1• ®��r 0.0312 0.0200 2.0 0.0833 4.1650 1 �: 0,99 .:3.5192 0.1468 0 -1652 2.61 1:53 � € 4.07 0.00 - T rr13x. spread 9 -32 D4�28 8.0 020 0.66 4.132 0.53 D.oO .53 ` 0.4123 0.0240 2.0 0.0633 4.1S5D `8 0� "� 1.00 :3.5192 0.1465 0.1866':' 4.54 :1.78 ;': 0.53 ' �,' � t ' � ©r�t 8.0 ' t ®��r�rrr� 0.16} 0.64 0.00 4.18: 0.4123 0.0200 24 0.0833 4:1650 544x; rr�rzr■■�r■rrrrrrrrr�a�l� .3.5192 .0.14Sfi Q.1490 9.87 1At 4.64 1.76 0.00 T max. spread 9-36 DI.26 t t ®Irr.��r 0.65 0.150 0.60 ' 0.00 r�rrrrr 0.0100 t t �a t t• rrr�rrrrr�rrr�rrrrrr 5,Ta0 -Y 0.88 3.5192 '- 0,1466 4.1461 '. 4.87 '1:64 �txl7 4.66 0.� - T m3�c. spread 9-38 r ®rrrr�r�r!}�r[�rIl�� 0.27 0.64 0.173 0.89 O.DQ Q69 _ 0.0100 0.0200 2.0 0.0833 4.1t5Q ®r�E�i® 0.85 3.5182 0,1466 0.1448 ': �- 1:54 1 1 1 '1 f 1 ®iiiii��__r�rrr- 9-40 DF28 14.0 029 0.75 0.218 0.87.': OAD 4.87, 0.0752 0.0240 2.0 ■rrrr�rrrrrrrrrrrrrr�ta�� 4.1550 ��1 0.6A 2. :4.1456 0.1446: 10.50 A,33 � 0.87 0.00 O.a833 1 t • mr®��■ DI-28 10,0 0.13 0.72 0.094 D.37 _ 0.40 6.37.: 0,6752 OA2D0 2.0 0.0833 4.165b 9-20 0.83 3.5192 ;Q.148S D,1417 7.46 134 �t�_f= 0.37 O.QD ��rrrrrrr T max. spread -for inlet draining to tormvrat r an a ent facilities, where otiedand ilo>ry t facilities s _ _!� ._ s._ . e m ag m _ o is no a�ai t I 100% i lab a capture s required at 6.5tNhr 5�'� ( I " { "• y ..:: � off, �EE�E�E�7�r 0.74 0.00 - �!r tom' 1 . 1 ' ri�l��lr��rr� 026 0.55 0.143 0.93.:: 0.00 0.93' 0.0195 0.0200 2.0 0.0633 4.1650 5'�'�� 0.84 3.5192 Q.1486 0.1432: 7.24 1.90 i� 0.93 4.00 5.11 - 10'rrex. spread 6676.5 9-22 87.19 17F•26 4.0 0.02 �� 0.018 + 1 1.: 11 ��7��r�rrr� 0,4206 2.0 0.0833 17 ' 7.00 3.5192 0.1466 0. }666 ` 3.78 1.116 � ��:'€Lrrrr��rr� 4.00 - T mex. spread 9-28 DI.2B 8.0 '• © t t tt �rt� 0.00 0.48 .' ®rte 0.0200 r�l�� 0.0833 4.1850 t'• t' iSr'�'��rr�rrr� 0.1466 0.1622 6.83 9.17 � ,Q17 = 0.46 0.00 - T max. spread 9-30 rrrri�rrrrrrrrrrrrrrc�c�� 2B 4.0 0.02 0.90 0.018 0.12 0.00 Oa12 > 0.0312 0.0200 2.0 0.0833 ■�r�c�rr 24`1 y 1.00 3.5182 0. }456 0.1686 3.19 125 1 1' � 1 1 � 1 rl ®iRi(Q�__r 9-32 DF•28 -rrr� 0.20 0.66 0.732 0.86: 0.00 0.88 ' • t rr��rrr 2.0 0.0833 4.1850 6 afr ; 0.81 3 -5192 ..• .•�® .0.1388: 8.22 1 1.:. r��r 0.86 ®i�r�� - �� '�t, � i li 1 "1 r 1 � 1 1: �� Q.1S1 1.05 fl.OD 7 AS 0.0123 0.0200 2.0 0.0833 4.1656 653 ' 0.7$ 3.5192 ,0,1468 0.7344 6.89 1.15 � 00� 1.05 0.00 - 7' max. spread 9.36 L8-2B 8.0 0.23 rr�rrrr� x.150 Q.97' ■rrrr�■rrrrrir��rrrrr�■rr�rr�r 0.97 0,0100 0.0200 2.0 0.0833 4.1650 > 8 6�. 4.76 3.5192 0.9466 0.1314 6.36 1,26 1� ��rrrrrr��rrr� D.00 - 7' max. spread 9-36 Dl-2B 8.0 0.27 0.64 0.173 1.12 0.00 1.12 0.0100 0.0200 �� x.0833 4.1fi50 � l 0.75 3.5192 tt •'�7tt��r�r�r� 8.80 1.1$ � 7.12 0.00 - T rrex. spread 9.40 Dl-2B 14.0 0.29 0.75 0.218 1.41 0.00 l,41 0.0752 0.0200 20 0.0833 4.1650 �� 0.87 3.5192 09486 0.1478 12.72 ��r�r�r�r�r�r� 300y 1.41 0.00 - Trreic.spread 9-42 DI-26 10.0 0.13 0.72 0.094- .61 ' 0 ��rrrrrrr�rr�rrr��r' 0411 ' 0.0752 0.0200 2.0 0.0833 450 4 096 .5 3 192 01465 0.1608 8 48 1:18 1 0.61 0.00 " 11 r / . �� to stormwater management facilities, where overland , tt ��r�rr�!��r� Is not available ° 100 /o capture is required at 6.5in/hr j t ' 1.....__.._� _ rrr�rrr�■ r� ■rr�rrrr�■rrr�r�rr�rrr�r�r■rrrr rr��rrrrrrrrrrrr�r ■r_r_rrr�rrrrrrr�r�rrrr�rrr • ' i � t � 1 w r�rrr_��I', ��rrrrrr�[fF'�:��tt"� i t ® ®�rF3Lr � rr�r��rr�rr�rr�■ rr ■rrrrrrr�■■rrrrrr�■rrrrr■rr■�■� rrrr■■ rrrrrrrrrrrrrrrrrrrrrr�rrrrrrrr �� 1 1' ! 1' 11 t• '� 1. �r��rrr� � ''�rr�rrrrr ..:11 .� ® 11 ®�� r��rrrrrr •..i E� 11' ®fir ®fir; STRUCTURE DRAINAI;E ____. ._..._._. (IN) .. 1_111.,_. -._1 INLET TYPE AREA (FTZ) Pka21ML'IER (FT) A (ACRES) C I (BN/Hft) ICES) TO ; iHydrology ; ` ;Curb and Gutter [ e INLET TIME to jtnfet 1 j INV. ELEV. IN j 9 -6 DI -7 1.71 4.58 0.69 O.S4 4.00 1.49 2.7 WEIR FLOW 9 -$ DI -7 1.71 4.58 0.16 0.81 4.00 0.52 1.3 WEIR FLOW 111 r � .9$. - - 5Y O. �� G r Intensity 6.50 i 9 -6 DI -7 1.71 4.58 0.69 O.S4 6.50 2.42 3.8 WEIR FLOW 9 -8 DI -7 1.71 4.58 O.I6 0.81 6.50 0.84 1.9 WEIR FLOW tae 7: Grade Inlet Design Table ° I I i i i r i � i -,_ _i . �_ _.s__ INLETS ON GRADE, DESIGN CURB SPREAD AND INLET CAPTURE) 1 1. 3 y E � € 1 1 � I i i 1 1 4. ntens In r 00 n 1 is in/hr for s a i to s 4 read nd 6,5 in/hr for capacity and depth) ! l tY ( tY P -- ��'� --- ___j -- ; _...__.______ -•_ -- -.._ .- _ '' Manntngs Coefficient, n is 0.013 t ( � 1 � J � 1 ( ? f i i Inlet � TO ; iHydrology ; ` ;Curb and Gutter [ e INLET TIME to jtnfet 1 j INV. ELEV. IN j LEN. i OIA. I€ VEL- 10 yr. ''�', ` 1 1 S a'� Y ? � Y 4 La SPREAD AND INLET CAPTURE) S , 95 in. c t s. fps.. sec c f s 111 r � .9$. - - 5Y O. �� G r Intensity 6.50 i (intensity 41Nhr far � 1 ` I � ! ` � 6.-5- for depth i ? € t i ' ' � � G.' c g : � 14-r« is Is s ad and inlhr capacity and �._._ -, �._.._ 9d 0.16 081 .0.13 013 5.00 2.a D.86 67756 _M -,- . Mannings Coefficient, is 0.013 7791 ! i 13.11 596 .13.1 i 6.4 _ _ i -^ ,._..._., ! � .._ . _'___.. OS4 .. __,4__,.._1___j' { `; 5.81 - 67425 67000 $. ' � R ! o t v > 'rn ! u�i � � o +�', ",�,.. 9-2 C ��r•� y �: � 9' �" -' � � + V �` t p i � i � OmD i V c " � t) � � ... I � $ 1 O � ( 01 1 �, � � V 1 � �.e•.*F T'rC� �. .� o�? e � . N .' �'+ � � ,� . rlXj ,, ,.mom a"`r �' d .� � p { �` E i E p 4 m Y i 871 075 � � °�j ! ' u � 1 5]6 � m � � �`� 'k 3 � n � � I `� � C pO � r] 23.2 ,�' rn 3 � t m 7 WA 7.52 J -� f �' } E corrbinea flow -- � d' ' left V c! ti [y ' i dl , � � � 0.00 9.38 : 027 0.64 0.17. x17 _r , tS f ; «i r � 0.81% 15d1D w ar in obi =, J Cr cs ! � � 8 -2 Dl-26 8.0 0.11 0.74 0.081 0.33 0.00 0.33' 0.44}5 0.0200 2.0 0.0833 4.1650 X35: 0.98 3.5192:: 0.1466 0.1537 -: 5.40 1.48 .;�cY 0.33 O.D4 - 10'rrl�c.spread 9 -4 131-26 10.0 0.28 0.64 0.179 6.72: 4.00 : "0.72 0.0415 4.0240 2.4 0.0833 4.1650 +3 5t � 0.92 _3.5192. 0,1466 0.1549 7.77 1.29 ��3� 0.72 O.OD - 10' max. spread 9-12 DI-2B 6.0 0.09 0.75 0.068 0.27 ` 0.00 ' 0.27 ; 4.4141 4.4200 2.0 6.0833 4.1650 f 0.95 3.5192 '4.1468 _0,1593, 3.67 :.9.64 ti� ` 0.27 0.00 - 10' ureic. spread 9-14 DI-26 B.0 0.17 O.G6 0.112 Q.45 O.Op 0.45 ` 0.4141 0.0200 2A 0.0833 4.1650 �4 � 0.91 3.5192 0.1466 ' 0.1534 4.64 1.29 � .- 0.45 0.00 - 10' rreic. spread 9-16 DI.2B 6.0 0.10 0.68 0.068 4.27:': 0.00 0.27 0.0117 OA200 2.0 0.0833 4.1850 �9 '" 0:95 3.5192 4.1486 6,1593 3.48 1:72 ;1.fk'} =! 0.27 0.00 - T max. spread 9 -20 171.26 8.0 0.17 0.67 0.114 0.45 0.00 0.46: 0.0195 4.D200 2 -0 0.0833 41650 X13#;; 0.95 3,5192 .. 0.7466 - '.0.1593.. 5.04 91.59 0.46 0.00 - T max. spread 9 -208 DF2B 8.0 426 0.55 0.143 0.57: DAO -0,57 0.0195 D.6200 2.0 0.0833 4.1654 �Q 2,T.; 0.82 3.5192 A.1486 0.1549 5.64 1,42 4.51 0.00 013 70' max. spread 9 -22 DI-2B 4.0 0.02 0.90 O.Ot8 O.D7; 4.00 0.07.' 0.4549 0.4200 2.0 0.0833 4.1650 � 0.89 x3.5192 0.1466 4.1505 3.28 1:22 0.07 0.00 - Tmaic.spread 9-28 01.26 8.0 0.10 0.71 0.071 0.28 6.40 D.28- 4.4548 0.0240 20 0.0833 4.1.650 302f� 1.00 <3.5192 0.1456 `0.1666 5.48 -1:48 �= 0.28 0.00 - Tmaic. spread 9-30 DI-2B 4.0 0.02 0.90 0.018 0.07 :; 0.00 D.O7' 0.0312 0.0200 2.0 0.0833 4.1650 1 �: 0,99 .:3.5192 0.1468 0 -1652 2.61 1:53 � € 4.07 0.00 - T rr13x. spread 9 -32 D4�28 8.0 020 0.66 4.132 0.53 D.oO .53 ` 0.4123 0.0240 2.0 0.0633 4.1S5D `8 0� "� 1.00 :3.5192 0.1465 0.1866':' 4.54 :1.78 ;': 0.53 0.00 - T max. spread 9-34 DI-2B 8.0 0.23 0.70 0.16} 0.64 0.00 4.18: 0.4123 0.0200 24 0.0833 4:1650 544x; 0.88 .3.5192 .0.14Sfi Q.1490 9.87 1At 4.64 1.76 0.00 T max. spread 9-36 DI.26 8.0 0.23 0.65 0.150 0.60 ' 0.00 0.60 0.0100 oA2D0 2.0 0.0833 4.1650 5,Ta0 -Y 0.88 3.5192 '- 0,1466 4.1461 '. 4.87 '1:64 �txl7 4.66 0.� - T m3�c. spread 9-38 DI-2B 8.0 0.27 0.64 0.173 0.89 O.DQ Q69 _ 0.0100 0.0200 2.0 0.0833 4.1t5Q � �1,�, 0.85 3.5182 0,1466 0.1448 ': 5.20 1:54 0.69 0.00 - T max. spread 9-40 DF28 14.0 029 0.75 0.218 0.87.': OAD 4.87, 0.0752 0.0240 2.0 0.0833 4.1550 ��1 0.6A 2. :4.1456 0.1446: 10.50 A,33 � 0.87 0.00 O.a833 T rtrax. spread 9-42 DI-28 10,0 0.13 0.72 0.094 D.37 _ 0.40 6.37.: 0,6752 OA2D0 2.0 0.0833 4.165b 9-20 0.83 3.5192 ;Q.148S D,1417 7.46 134 �t�_f= 0.37 O.QD - T max. spread -for inlet draining to tormvrat r an a ent facilities, where otiedand ilo>ry t facilities s _ _!� ._ s._ . e m ag m _ o is no a�ai t I 100% i lab a capture s required at 6.5tNhr 5�'� ( I " { 0.7466 1 8.47 Table 7 Grade inlet Design Table I I i i � � � � i -,_ _i . �_ _.s__ _; � r FFL(9Y1 TO AREA RAIN "A" RUN OFF F. CA INCRE MENT CA ACCUM- ULATEd INLET TIME to RAIN- FALL 1 -10 yr. RUN OFF Q INV. ELEV. IN INV. ELEV. OUT LEN. SLOPE OIA. FULL FLOW RATE VEL- 10 yr. FLOW TIME RUN _ flFF 100 yr. VEL. 100 yr. acres C INLETS N GRADE, G (CURB SPREAD AND INLET CAPTURE) ft. 95 in. c t s. fps.. sec c f s f.p.s. r � .9$. - - 5Y +a +r. �G r Intensity 6.50 i (intensity 41Nhr far � 1 ` I � ! ` � 6.-5- for depth i ? € t i ' ' � � G.' c g : � 14-r« is Is s ad and inlhr capacity and �._._ -, �._.._ 9d 0.16 081 .0.13 013 5.00 2.a D.86 67756 _M -,- . Mannings Coefficient, is 0.013 7791 ! i 13.11 596 .13.1 i 6.4 _ _ i -^ ,._..._., ! � .._ . _'___.. OS4 .. __,4__,.._1___j' { `; 5.81 - 67425 67000 n G95P /a € ; 10.19 6.0 3:$ 11.2 9-0 9-2 � 0.64 0.18 V 8.10 5.'A 3 :94 ! 66955 352D 09P /o 15-00 6.43 lnlet ; S.I 5.8 ;Hydrology 1:7C 18 871 075 {Curb and Gutter ( 1 5]6 Inlet 669.45 66220 i I 1A.00 65.17 2199 4,0 54.3 23.2 O.OD10 0.0200 9-8 7 WA 7.52 corrbinedfkw 0.5 8.0 WA R., corrbinea flow -- � ' left 0.03 0.87 0.020 0.08 0.00 9.38 9:36 027 0.64 0.17. x17 8.00 , L00 68350 ! r � 0.81% 15d1D 5.81 _�i 105 1.3 3 Q � � .9. 023 0115 0.15 032 � ��% � i i 6ffi.10 i 13321 116'/0 15.00 j 4 ?8 � 2.4 S.1 9-34 9-32 � 0.7 i 048 '5�-� � 533 .270. E81A5 6.10 23.17 5.83°!0 v�' 15.60 s 24 3,5 102 9.32 9-30 02 0.66 Q13 0.62 9.01 531 3.43. 680D0 67$.80 5628 t� 15.00 943 c $.0 4,S 7.5 9-30 9.28 0.02 09 0.02 0.63 9.14 5.55 3.52 618:70 67730 5194 27rP /o 15.00 1061 7.71 6.7 4 :6 Ra' 9.28 926 al x71 0.07 alp 925 553 3.89. 67726 67450 34.35 7�/0 15.00 18,11 11.66 } 5.1 ]2.6 9-26 92A 026 0.72 0.19 ' 120. 930 .' SS2 bib 674.40 614.11 2356 123% 15.110 716 6.63 3b 8.7 7.1 � 922 Q07 a$I I = i mt >t� S� � ® 672-M �€ m ml •Si � � s 29 � 12. s� � 0.42 's � � cmif ml c� 5.49 7.02 672,10 668.78 93.72 354% 15.00 � ��' 92 9.2 10.}3 9-20 9-18 0.}7 067 0.11 IS3 956 5.46. &18 '�j 668.28 Slb2 m � 922 590 i i] J i 1'• i (p ' O c m s i i � 013 Ofi'7 i° � `m m �� '"�� i�yi � +( ��' 6.81 46 � �j U f � t "' � 068 0.07 I:RO 9.78 5.41 977- � -: V 50.77 � ` � � 1 m r, n i�� .� N R . (1 Qy 0.66 0.11 {4 n 539.. 1033 667.15 666.79 a ; > � � � � U " U 0, ` Q O vi ` 'In` i -y S rn . �j ;a• - -$_ �, _ uoi ei r'�n r�i � .:� �� - ..-u�� Gr ' Ci ' ' '� U i . w R' 9-2 13.7 01-26 8.4 0.11 0.74 .08 6 i _ 0 .53� 0.00 3� 00.5 6.04 15 0. 6200 2.6 0.0833 4.1850 c 2 � - Vii_,•_ 0.95 : 3.5192 9.1+� _. 0,159 3 ` 6.73 ` � 1,19" - :-_? .= 0.53 0.00 10' mrax. s spread 9-4 DF•2B 10.0 028 0.64 0.179 1.16 0.00 4.18: 0.0415 0.0200 2.0 0.0833 4.165D - rr41� =, 0.86 3.5192 0. }466 O.t481, 9.87 1At �,�,` 1.76 0.00 656 - 90'rrex.s rid P 1.0 9-12 D�26 6.6 0.09 0.75 0.068 0.44 0.00 '.0.44': 0.0141 0.0200 2.fl 0.0833 4.1850 459.= 0.91 3.5192 0.14 ' 0.1534' 4.60 1:30 4�OSY" D.44 0.00 0.14 - 10' ureic. spread 091 9-74 668.78 DI-26 6.0 4.17 0.66 0.112 0.73 0.40 0.73 0.4941 0 -0200 2.0 OA633 4.1S5Q 5 0.85 3.5152 0.14 0, }448 5.90 1 :02 ={23 .: 0.73 D.00 - 10' mair. spread 9 -16 9.42 C11-26 6.0 0.10 0.6A a -668 0.44 x.00 4.44 ' 0.0117 a.a200 20 O.a833 41556 � D.90 3.5192 0.1468 {7.1520 4.39 :1:37 029 0.44 6A0 031. - T max. spread 1.80 9-20 675b8 DI-2B 8.0 0.17 0.67 0.114 0.74 - 0.00 ` 0.74 ` 0.0795 0.0200 2.4 0.0833 4.1850 5�'� 0.67 3.5192 0.7466 0.1476 ' 8.47 1;24 ��_, 0.74 0.00 - T max. spread 5-206 944 DI-26 8.0 026 0.55 0.143 0.93.:: 0.00 0.93' 0.0195 0.0200 2.0 0.0633 4.1650 5'�'�� 0.84 3.5192 Q.1486 0.1432: 7.24 1.90 i� 0.93 4.00 5.11 - 10'rrex. spread 6676.5 9-22 87.19 17F•26 4.0 0.02 0.90 0.018 0.12: 0.00 0.12 0.0549 0,4206 2.0 0.0833 17 ' 7.00 3.5192 0.1466 0. }666 ` 3.78 1.116 � D.12 4.00 - T mex. spread 9-28 DI.2B 8.0 0.10 0.71 OA71 0.46 0.00 0.48 .' 0.4548 0.0200 2 -0 0.0833 4.1850 � 83',; 0.97 3.5182 0.1466 0.1622 6.83 9.17 � ,Q17 = 0.46 0.00 - T max. spread 9-30 �2B 4.0 0.02 0.90 0.018 0.12 0.00 Oa12 > 0.0312 0.0200 2.0 0.0833 4.1650 24`1 y 1.00 3.5182 0. }456 0.1686 3.19 125 � 0.12 x.00 T max. spread 9-32 DF•28 8.0 0.20 0.66 0.732 0.86: 0.00 0.88 ' 0.0123 0.0200 2.0 0.0833 4.1850 6 afr ; 0.81 3 -5192 0.1466 .0.1388: 8.22 1:29 °*f�(3� 0.86 0.00 - T rreic. spread 9-34 D�2B B.0 0.23 0.70 Q.1S1 1.05 fl.OD 7 AS 0.0123 0.0200 2.0 0.0833 4.1656 653 ' 0.7$ 3.5192 ,0,1468 0.7344 6.89 1.15 � 00� 1.05 0.00 - 7' max. spread 9.36 L8-2B 8.0 0.23 0.65 x.150 Q.97' 0.00 0.97 0,0100 0.0200 2.0 0.0833 4.1650 > 8 6�. 4.76 3.5192 0.9466 0.1314 6.36 1,26 1� 0.97 D.00 - 7' max. spread 9-36 Dl-2B 8.0 0.27 0.64 0.173 1.12 0.00 1.12 0.0100 0.0200 2.0 x.0833 4.1fi50 � l 0.75 3.5192 0.7466 0.130p ' 8.80 1.1$ � 7.12 0.00 - T rrex. spread 9.40 Dl-2B 14.0 0.29 0.75 0.218 1.41 0.00 l,41 0.0752 0.0200 20 0.0833 4.1650 �� 0.87 3.5192 09486 0.1478 12.72 7.10 300y 1.41 0.00 - Trreic.spread 9-42 DI-26 10.0 0.13 0.72 0.094- .61 ' 0 0.00 0411 ' 0.0752 0.0200 2.0 0.0833 450 4 096 .5 3 192 01465 0.1608 8 48 1:18 1 0.61 0.00 _ T rrex, sprees -for inlets draining to stormwater management facilities, where overland flow to facilities Is not available ° 100 /o capture is required at 6.5in/hr j t ' 1.....__.._� _ €........ I.�n2x9iS'T�Fthi $�'WEi�' DE�1`GNCOIVI'A(ITAit`O1V5 ..,_._._l _.___.. __,_. __ ,._._._ _ S c .. i " f { ._..__....-F- ...- - _3 oOUNIstAltiemarleCoun DESIGNEDSY -_-.. _ ._ . _.._.... QICQCFDBY _____- ! , _ AIVt. ; t DATE r FFL(9Y1 TO AREA RAIN "A" RUN OFF F. CA INCRE MENT CA ACCUM- ULATEd INLET TIME to RAIN- FALL 1 -10 yr. RUN OFF Q INV. ELEV. IN INV. ELEV. OUT LEN. SLOPE OIA. FULL FLOW RATE VEL- 10 yr. FLOW TIME RUN _ flFF 100 yr. VEL. 100 yr. acres C min iNhr c f .s. ft. 95 in. c t s. fps.. sec c f s f.p.s. r � .9$. - - 5Y +a +r. �G r ��6b7 � ' � � �1 O j �; � J � ( U i a Cy ; C'! # 3� { � td tr E Ci Q � C6 0, ; G.' c g : � 14-r« is i6.' Y } � � t$ �-`'3 l � �y 141 •U X �.1 ''& �^ 9d 0.16 081 .0.13 013 5.00 2.a D.86 67756 b7435 7791 4.12% 15.00 13.11 596 .13.1 1.1 6.4 96 94 069 OS4 .037 050 8.00 5.81 292 67425 67000 60.79 G95P /a 15.00 17.08 10.19 6.0 3:$ 11.2 9-0 9-2 028 0.64 0.18 0.68 8.10 5.'A 3 :94 66990 66955 352D 09P /o 15-00 6.43 5A8 6.4 S.I 5.8 'A2 1:7C 18 871 075 653 721 821 5]6 4157 669.45 66220 8734 830P /o 1A.00 65.17 2199 4,0 54.3 23.2 O.OD10 0.0200 9-8 7 WA 7.52 corrbinedfkw 0.5 8.0 WA R., corrbinea flow -- � ' left 0.03 0.87 0.020 0.08 0.00 9.38 9:36 027 0.64 0.17. x17 8.00 5.81 L00 68350 6832D 36.99 0.81% 15d1D 5.81 354 105 1.3 3 Q 9-36 9-34 023 0115 0.15 032 850 5.70 1:84. 6ffi.10 68155 13321 116'/0 15.00 6.96 4 ?8 279 2.4 S.1 9-34 9-32 023 0.7 0:16 048 896 533 .270. E81A5 6.10 23.17 5.83°!0 15.OD 15.60 950 24 3,5 102 9.32 9-30 02 0.66 Q13 0.62 9.01 531 3.43. 680D0 67$.80 5628 213% 15.00 943 7:02 $.0 4,S 7.5 9-30 9.28 0.02 09 0.02 0.63 9.14 5.55 3.52 618:70 67730 5194 27rP /o 15.00 1061 7.71 6.7 4 :6 Ra' 9.28 926 al x71 0.07 alp 925 553 3.89. 67726 67450 34.35 7�/0 15.00 18,11 11.66 29 5.1 ]2.6 9-26 92A 026 0.72 0.19 ' 120. 930 .' SS2 bib 674.40 614.11 2356 123% 15.110 716 6.63 3b 8.7 7.1 � 922 Q07 a$I 0.06 126 936 S� 693 674.01 672-M 34-16 34.16 5?0° /a 15.00 14,87 11.E 29 9.I 12. 9-71 9-20 0.42 D.9 0.02. 128 9.41 5.49 7.02 672,10 668.78 93.72 354% 15.00 )215 1022 92 9.2 10.}3 9-20 9-18 0.}7 067 0.11 IS3 956 5.46. &18 66868 668.28 Slb2 .0.71% 1 &00 922 590 8:7' 11.0 bw 9-18 9.16 013 Ofi'7 0.09 1,74'- 9.71 5.43 9ffi 668.1$ 66786 3121 1.03% 18.00 1x66 6.81 46 12,3 7A 9-16 9-.14 0.1 068 0.07 I:RO 9.78 5.41 977- 667.76 66715 50.77 1.00'/ 18.00 iD50 6:75 75 12.8 72 4.14 9-.12 0.17 0.66 0.11 192 9.91 539.. 1033 667.15 666.79 35.84 IAtl' /° 18.00 t050 477 53 135 7.7 9-12 410 aC9 075 : :0.07 1913 laoo 537 10.66 666.69 6t>,3J2 61.57 4.s2" /a : IR.00 z9.D6 tz7o aR IQ:o 13.7 9.10 EX -t8 0 0.9 0.00 214: 10.08 535 1L47 663b2 66220 4437 3.24% 1 &00 1879 11.13 4.0 IS.O 11.8 0143 ?� air 9-i!� 9.18 0.24 048 +012'. 0.12 5.00 GSl x77 66858 6687& 29.16 163°'0 15.00 656 357 $.2 1.0 3.6 9.206 9-20 026 055 0.14 0.14 6.00 635 091 6rfl07 668.78 29.16 099°!e 15.00 &ffi 3.67 79 1.2 4:17 9.42 940 x13 0.72 0.09 009 8A0 581. 054 680.7 6$0� 2323 052% l5 4b6 253 92 0.7 27 9-40 9-26 029 075 0.71 031. S.IS "5.78 1.80 67955 675b8 }0751 3!60% 15 1226 7.00 15.4 2.3 7.6 946 944 QZl 044 0.09. 0.09 SAO bbl aGL 668 667.75 23.t7 1.03% 15 &71 336 69 D$ 3.7 944 9.10 0.1 0.66 Q07 0.16. 5.11 6.63 Lib 6676.5 663.71 87.19 45}% IS 13.72 6.46 135 IA 7.l Table 6: Sum inlet _ Design Tabie�___�_�__- _____- ! , _ i t INLETS IN SUMP, DESIGN CURB SPREAD AND INLET SPREAD AND DEPTH F l e r i 1 - �- ----- r- - - -.`_ _ __. Intensity 6.50 ! (Intensity is 4 in/hr for spre�d,_and 6.5 in/hr for capacity and depth) _f______1 ` ! ! ; + { Mannings Coefficient, n is 0.013 ! � t i ; r 1 'Hydrology � ;Curb and Gutter ( � INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} ;Inlet l � i i 1 I i i I -. � F- i m � � � ^ 4= o � -T 1 I 1 �f 'S } � � Q! d. t�. v , 1 4 i ^ 4 N �p 1 u t t al CI i Ci � tII � � CI .9:: 9_., � ��: °' ur,• � c � ' �i , � 1 I 1 � 1 Infensity 4.00 � (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) � Mannings Coefficient. n is 4.013 i j � `"- , , i- .. -_.__� ___._._..,� � __'_t1_____'__1 ' '-� i n ; 7 La , a,f i f Inlet # �� 'r � �� gv i �� ^ in poi �s �^ Q � '� 11; r J , Hyddology 1CDrb and Gutter # ;inlet .5 1 + � t ; �h € � Q p ? C O � � m 'V f6 O -. m � �, Li � ' � � �1 O j �; � J � ( U i a Cy ; C'! # 3� { � td tr E Ci Q � C6 0, ; G.' c g : � � GI r$' U � � pip ' � = � t � �' � ' E. � h f �( Gi ! != � } � � t$ �-`'3 l � �y 141 •U X L 4'.y� 4� m b., x � �s� � ¢N� � 5i-s�a1 S `� a -�� ry_� �__ ._ 9-6 7 WA conlbiriied flaw 2.a WA Aw s al 4.69 0.54 0.373 1.49 0.00 1.49 a8 0.16 9-fi 7 WA 0.00 conb6ied flow 1.5 1i � WA � A.F� 9-8 7 NIA combiriedflow 0.8 NIA �`��, , Neff 0.03 0.87 01.020 0.13 0.00 al 0.16 p.$1 0.180 0.52 0,40 0.52 0.90 right 0.10 0.67 0).067 0.44 0.00 0.44 O.OD10 0.0200 9-8 7 WA 7.52 corrbinedfkw 0.5 8.0 WA R., corrbinea flow -- � ' left 0.03 0.87 0.020 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0833 4.1650 3.99 D.95 4.1650 6.88 0.75 right O.iO 0.67 0.067 0.27 0.00 0,27 0.0010 0.0200 2.0 0.0833 4.1850 6.27 0.80 9-18 2C 6.0 corrt�'aied flow D.3 1D' max. spread combined flow 0 -7 ,fl t*,F, � 0.229 i left .fl 0.137 75 � 7' max, spread 0.32 0.00 0.32 left 0.11 O.a8 0.053 D.21 0.00 0.21 0.0070 0.0200 2.0 OA833 4.1650 5.73 4.84 0.05 0.00 0.05 0.0090 0.0200 2.0 0.0883 right 0.13 4.48 0.062 0.25 0.00 0.25 0.0010 0.0200 2.0 O.Q833 4.7650 6.1Q 0.81 combined flow 0,5 T malt, spread i Left 0.22 0.72 0.158 1.03 100$: 0.165 9-186 2C 8.0 t0' max. sprees 2.0 ' left 0.06 p.81 0.049 0.19 0.00 4.18 O.D01p OQ200 2.0 0.0833 4.1650 5.56 0.85 0.0833 4.1650 5.48 0.86 9-26 2C 8.0 right 0.01 0.81 0.6(D8 0.03 0.00 0.03 0.001 D 0.0200 2.0 0.0833 4.1850 2.84 fl.99 0.0010 1 2.q 0.0833 4.1550 9-24 2c 4.0 T malt. spread combined Now 0,2 0.08 y3r �: 0.120 0.053 ? left 0.22 0.72 0.158 D.63 0.00 0.63 0.0010 0.0200 2.0 OA833 4.1650 8.65 0.64 raft 0.04 0.44 right 0,04 0.72 0.029 0.12 0.00 0.12 0.0010 0.0200 2.D D.0833 4,1850 4.57 0.91 [ i €^ _____1_11_..__ right 0.17 0,44 9-26 2C 8.0 T max. spread combined #tow 0.7 2.0 _ 0`Qt�` 0.201 4.1650 7.84 0.70 left 0.02 0.88 0.0113 0.05 O.oD 0.05 0.0010 0.0200 2.0 0.0833 4.1650 3.x1 0.98 right 0.08 0.66 0.05€3 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.73 0.84 8-44 2C 6.0 combined flow 0.3 � 4 .x 0.114 T rrex, spread I _ �� left right 0.04 0.17 0.44 O.a4 0.0118 0.07.'5 0.07 0.30 0.00 0.00 0.07 0.30 0 -0010 0,0010 0.0200 0.0200 2.0 2.0 0.0833 0.0633 4.1650 4.1650 3.80 6.53 0.96 0.78 9.45 2C S.0 7' mlaic. spread combined fbw 0.4 0143 ?� air Table 6: Sum inlet _ Design Tabie�___�_�__- _____- ! , _ INLETS IN SUMP, DESIGN CURB SPREAD AND INLET SPREAD AND DEPTH F l e r i 1 - �- ----- r- - - -.`_ _ __. Intensity 6.50 ! (Intensity is 4 in/hr for spre�d,_and 6.5 in/hr for capacity and depth) _f______1 ` ! ! ; + { Mannings Coefficient, n is 0.013 ! � t i ; Inlet ! 1 'Hydrology � ;Curb and Gutter ( � ;Inlet l � i i 1 I i i I -. � F- i m � � � ^ 4= o � -T 1 I 1 �f 'S } � � Q! d. t�. v , 1 4 i ^ 4 N �p 1 u t t al CI i Ci � tII � � CI .9:: 9_., � ��: °' ur,• � c � ' �i m'. � , "S�. � �r3r, � �; to 'F n ; 7 La , a,f i � Ili 06 o o w # �� 'r � �� gv i �� ^ in poi �s �^ Q � '� 11; r a al 0.69 0.54 01.373 2.42 0.00 2.42 9-6 7 WA conlbiriied flaw 2.a WA Aw s a8 0.16 0.81 07.130 0.84 0.00 0.84 9-8 7 NIA combiriedflow 0.8 NIA �`��, , Neff 0.03 0.87 01.020 0.13 0.00 0.13 O.00tO 0.0200 2.0 0.0833 4,1550 4.79 0.90 right 0.10 0.67 0).067 0.44 0.00 0.44 O.OD10 0.0200 2.0 0.0833 4.1650 7.52 0.71 x18 2C 8.0 T max. spread corrbinea flow 0.6 ��. O.t90 left 0.11 0.48 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.88 0.75 right 0.13 0.48 0.062 0.41 O.aD 0.41 D.0010 0.0200 2.0 0.0833 4.1650 7.32 0.71 I 9-188 2C 6.0 1D' max. spread combined flow 0 -7 ,fl t*,F, � 0.229 i left 0.06 0.81 0.049 0.32 0.00 0.32 0.0010 0.0200 2.0 0.0833 4.1550 6.57 0.75 right 4A1 0.81 0.008 0.05 0.00 0.05 0.0090 0.0200 2.0 0.0883 4.1550 3.40 0.98 _ _ r 9-24 ZC 4.0 combined fbw, 0.4 0.167 T malt, spread i Left 0.22 0.72 0.158 1.03 0.00 1.03 0.0010 0.0200 2.0 0.0833 4.1650 10.38 0.55 right O.Q4 0.72 Q.029 0.19 0.00 0.19 0.0010 0.0200 2.0 0.0833 4.1650 5.48 0.86 9-26 2C 8.0 T max. spread cariiirled flow 12 ids 0.279 � '___.. __ ;_.____._... Wt a.D2 0.86 O.Q13 0.09 O.pO 0.09 0.0010 0.0200 2.q 0.0833 4.1550 4.09 0.95 �� 0.08 0.66 0.053 0.34 O.flO 0.34 0.0010 0.0200 20 0.0833 4.1650 6.88 0.75 9-44 2G 6.0 T rleic. spread combined flow 0.4 � 0.158 �" i raft 0.04 0.44 0.018 0.11 0.00 0.11 O.OQ10 0.0200 2.0 0.0833 4.1550 4.55 0.91 [ i right 0.17 0,44 0.075 0.49 0.00 0.49 O.OQ10 0.0200 2.0 D.D833 4.1650 7.84 0.70 9-45 2C 6.0 T max. spread txirl`bisled flow 0.8 � I'] 0.997 ��4: LEGEND_ EROSION & SEDIMENT CONTROL IT IS AN77CIPA7ED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, EXIS77NG SEDIMENT BASINS, ROAD MEASURES: EXISTING FACILITIES AND FACILITIES CURRENTLY UNDER CONSTRUCTION FOR BLOCKS 2 AND 13 PHASE A, TO � - -- � EXISTING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE EROSION CONTROL NOTES _ WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL EXIS77NG SITE. MVQ1 1_ Y,5, CULVERT PRA C 77CES USED W TH /S SEC RON CONSIST OF THE FOLLOWING. ES- 7: UNLESS O 7HER W/SE INDICATED, ALL VEGE TA T/ VE AND STRUCTURAL EROSION Q DROP INLET & STRUCTURE N0, 3 Ol SAFETY FENCE• AND SEDIMENT CON7ROL PRAC7CES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA 77ONS OF CURB A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA AN77C1PATED IN THE FUTURE DEVELOPMENT OF BLOCK 4 AND 13 PHASE A TO THE WEST AND BLOCK 14 TO TO PROHIBIT THE UNDESIRABLE USE OF AN EROS /0N CON7ROL MEASURE BY 774E PUBLIC. REGULA710NS VT 625 -02 -00 EROSION AND SEDIMENT CONTROL CURB & GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED REGULATIONS. _ UNSAFE BY VIRTUE OF POTENTIAL ACCESS BY THE PUBLIC. ES -2: 77-IE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO PROPOSED PAVEMENT AREAS' THERE ARE NO CRI77CAL AREAS LOCA7ED WITHIN 7HE PROJECT LIMITS THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE EC -3A DITCH 30 ONS7RUCTION ENTRANCE A STABILIZED PAVED CONSYRUC77ON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE VEHICULAR INGRESS AND EGRESS OW A C0NS7RUC770N S17E TO REDUCE THE AMOUNT OF THE FINAL INSPECTION. DEPTH OF EC -3A DITCH MUD 7RANSPOR7ED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. ES- 3.•ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHE77C FILTER FABRIC STRETCHED ACROSS 6" AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL CONSTRUCTION EN77?ANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE TO OR AS THE FIRST STEP IN CLEARING. J. INSTALL 774E PAVED CONS7RUC77ON ENTRANCE NTH WASH AREA AS SHOWN ON THE PLANS CONSTRUCTION ENTRANCES TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL - -----� EC -2 DITCH THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, 774E ROAD SHALL BE MAINTAINED ON THE S17F AT ALL TIMES BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY J.05 SILT FENCE: ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS 07HER THAN 6,. DEPTH OF EC -2 DITCH A TEMPORARY SEDIMENT BARRIER COIVSIS77NG OF A SYNTHETIC FILTER FABRIC STRETCHED INDICATED ON 7HESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE 4. INSTALL THE IN177AL CONSTRUCTION MEASURES AS SHOWN ON 774E EROSION CON7ROL SHEET. THIS ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBA4IT A EARTH DITCH SMALL AMOUNTS OF SEDIMENT FROA4 DISTURBED AREAS DURING CON57RUC77ON OPERA770NS IN SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND ..� . ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF APPROVAL BY THE PLAN APPROVING AUTHORITY DRIVEWAY CULVERT SHEET FLOWS AND LOW -TO- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS W17N MINIMAL GRADES TO FILTER SEDIMENT ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL BENCH MARK LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND TEMPORARY SEEDING. AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENTATION AS DETERMINED BY 774E PLAN APPROVING ,AUTHORITY. DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER 1NSTALLA770N. SEDIMENT CONTROL HANDBOOK (VESCH). ES-7-ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL - ,,,,. - CLEARING LIMITS & PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN MEASURES AT ALL 77MES DURING LAND DISTURBING AC77V77r7ES AND DURING _, - J 07 STORE DRAIN-INLET PROTECAUN.• S17E DEVELOPMENT UNTIL FINAL STABILIZA77ON IS ACHIEVED). sm VDOT STANDARD STOP SIGN -�- A SEDIMENT FIL TER OR AN EXCA VA TED IMPOUNDING AREA AROUND A STORM DRAIN DROP ES -8.• DURING DEWA TERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. INLET OR CURB INLET. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS APPROVED WATER FILTERING DEVICE. - - - -2�0- - - - EXISTING CONTOUR PRIOR TO PERMANENT STABILIZA770N OF THE DISTURBED AREA. INLET PROTECTION APPLIES ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL WEASURES THE END OF THE PIPES WHERE STORM DRAIN INLETS ARE To BE MADE OPERATIONAL BEFORE PERMANENT PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT 0 PROPOSED CONTOUR STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS 11. INSTALL STONE BASE AND PAVE PARKING LOTS AND ROADS. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 240. s5 PROPOSED SPOT ELEVATION 09 TEMPORARY DIVERSION DIKE, A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING TEMPORARY DIVERSION DIKE, TBC DENOTES TOP /BACK OF CURB DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM 12 MAINTAIN ALL EROSION CON7ROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT TAB DENOTES TOP OF BOX UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM ACCORDANCE WITH 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT - ]RAPPING FACILITY SUCH EROSION CONTROL NOTES EFFECTIVE LIVE /S 18 MONTHS. AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWATER RUNOFF MUST BE ROCK HECK DAMS: * VIRGINIA EROSION & SEDIMENT CONTROL CONTROL TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 1 THE PLAN APPROVING U7HORITY MUST BE NO77FIED ONE WEEK PRIIOR TO THE EROSION HANDBOOK SPECII7CA77ON NUMBER S17E DURING CONSTRUCTION. PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND * MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE. DISTURBING AC77WTY, AND ONE WEEK PRIOR TO THE FINAL INSPECTON. a -1-1 STRAW BAIL BARRIER 3.04 3.J2 DIVERSION: 2 ALL EROSION AND SEDIMENT CON7ROL MEASURES WILL BE CONSIRWCIFD AND A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON 774E MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA770INS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULAITIONS VR oe TEMPORARY DIVERSION DIKE J. LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO INIFRC:EPT AND DIVERT STORMWAJFR RUNOFF FROM 625 -D2 -00 EROSION AND SEDIMENT CONTROL REGULATIONS IP, RUNOFF TO STABILIZED OUTLETS A7r NON - EROSIVE VELOCITIES APPLIES WHERE J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS ST * o4 TEMPORARY SEDIMENT TRAP J. AREAS OF HIGHER ELEVATION MAY DAMAGE PROPERTY, CAUSE EROSION, OR INTERFERE WITH THE ESTABLISHMENT OF VEGETA770M ON LOWER AREAS, WHERE SURFACE AND /OR SHALLOW THE FIRST STEP 174 CLEARING. 4 A COPY THE APPROVED EROSION AND SEDIMENT CONTROL PLANT SHALL BE DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO . MAINTAINEED D ON 774E SITE A T ALL TIMES. & � SEDIMENT BASIN 3.14 BE REDUCED TO MINIMIZE SOIL LOSS 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED TO, OFF BORROW WASTE" COND177ONS FROM TABLES 3.31B AND 3.31C. N07E THAT TABLE 3.31B PRESENTS A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS ON THESE PLANS (INCLUDING, BUT NOT LIMITED -SITE OR a INLET PROTECTION 3 07 ., 13 TEMPORARY SEDIMENT TRAP: A TEMPORARY POSEDIM AREA FORMtED 8Y CONSTRUCTING AN EARTHEN EMBANKMENT WITH A AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CON7ROL PLAN TO 774E OWNER FOR REVIEW AND APPROVAL 774E PLAN APPROVING AUTHORITY. STONE OU7LET: TO DETAIN SEDIMENT= -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG LL S. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATICN OF ANY ADD11170NAL EROSION SF SILT FENCE 3.05 ENOUGH lr1 ALLOW THE MAJORITY OF 774E SEDIMENT TO SETTLE OUT USE BELOW DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS 7NAN 3 ACRES, WHERE THE MEASURES NECESSARY PREVENT EROSION AND SEDIMENTATION AS SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE CONSTRUCTED W DETERMINED BY THE PLAN APPROVING AUTHORITY DETERMINED 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT COIW7ROL MEASURES AT CE CONSTRUCTION ENTRANCE 3.02 EI174ER INDEPENDENTLY OR /N CONJUNCTION WI774 A TEMPORARY DIVERSION DIKE. ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S17E' DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. OUTLETS TO REDUCE EROSION AND UNDER- CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE J. 14 TEMPORARY SF./)IMENT BASK, FER77LIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10- -20 -10 (14 LBS /1, 000 CULVERT INLET PROTECTION: A TEMPORARY BARRIER OR DAM W47H A CON7ROLLED STORMWA7ER RELEASE STRUCTURE 8 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED 0 CD CHECK DAM 3.20 � FORMED BY C0NS7RUC77NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAWAGEWAY. "WET" `DRY" FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVA1701VS AND TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN AND STORAGE AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT: ANY NECESSARY REPAIRS OR a TEMPORARY FILL DIVERSION 3.10 LONG ENOUGH FOR 774E MAJORITY OF THE SEDIMENT TO SETTLE OUT APPLIES BELOW DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS EQUAL TO OR CLEANUP TO MAINTAIN 7HE EFFECTIVENESS OF THE EROSION CON7ROL DEVICES SHALL BE MADE IMMEDIATELY. A PR07EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL GREATER THAN THREE ACRES. THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE MEASURE. OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. 10. ALL FILL MA7ERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS SEED SHALL BE EVENLY APPLIED W177-i A BROADCAST SEEDER, DRILL, 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTF .AREA. EARTH FILL OV - DIVERSION 3.12 1$ OUTLET PROTECTION: SHALL BE INERT MA7ERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD,, RUBBISH, AND AFTER CONSTRUC77ON IS COMPLETED, ALL DISTURBED AREAS OF THE � STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED O TH ER DEBRIS 12 BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN T DAYS OF COMPLETION PER a PS PERMANENT SEEDING 3.32 AT THE OUTLETS OF PIPES OR PAVED CHAINS. SECTIONS TO PREVENT SCOUR AT STORMWA7ER OU7LE7S, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE 774E POTENTIAL 20NING ORDINANCE SECTION 5.1.28. R " DEPTH, LIME - 2 TONS /ACRE, TOPSOIL - 2" DEFER FOR D0*NS7REAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCEN7RATED 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WI7Ty SECTION 13 -301 SUMMlER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. STORMWATER FLOWS APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL OF 174E CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT TO TO TOPSOILING 3.30 SECTIONS SHALL BE LIMITED TO 774E HOURS OF 7.• 00 AM TO 9: 00 PM. AREAS WHICH FAIL TO ESTABLISH VEGETA 71 VE COVER ADEQUATE TO PREVENT KEN77JCKY BLUEGRASS, 375 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 3.19 RIPRAP.• 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT a CULVERT INLET PR07E'C77ON J. 08 A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH UNDEIRLINING. TO PROTECT 774E SOIL FROM 774E EROSIVE MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY FILTER FABRIC OR GRANULAR FORCES OF CONCENTRATED RUNOFF: SLOW THE VELOCITY OF CONCEN7RA7ED RUNOFF WHILE PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. DC DC DUST CONTROL 3.39 ENHANCING THE POTEN7IAL FOR 1NFIL7RA770N, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS, AND /OR NON - COHESIVE USE WHEREVER SOIL AND WATER INTERFACE AND 16 THE DEVELOPER SHALL RESERVE 774E RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWA7ER MANAGEMENT FACIL177ES WHERE APPLICABLE ALL A T7ENTION WILL BE GIVEN TO THE FOLLOWING 17EMS. EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF TIME SALE OF A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND TURBULENCE 774E SOIL CONDITIONS, WA1FR TURBULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., ANY LOT, UNIT, BUILDING OR 0774ER PORTION OF THE PROPERTY. a t ----I TEMPORARY SLOPE DRAIN 3.15 ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDfTIONS 17. TEMPORARY STABILIZA17ON SHALL BE TEMPORARY SEEDING AND MUILCHING. SEEDING IS OF SEP7FMBER TO FEBRUARY TO B. ALL GRAVEL OU77_E7-S WILL BE CHECKED REGULARLY FOR 120 ROCK CHECK DAMS- TO BE AT 75 LBS /ACRE, AND IN THE MON77-IS SMALL TEMPORARY STONE DAMS CONS7RUC7ED ACROSS A SWALE OR DRAINAGE DITCH. TO CONSIST A 50150 MIX OF ANNUAL RYGRASS AND CEREAL WINTER A?YE, OR IN MARCH CLEANED, OR IT WILL BE REPLACED. REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING EROSION AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF SA SAFETY FENCE 3.OJ OF THE SWALE OR DITCH. THIS PRACTICE ALSO ]RAPS SEDIMENT GENERATED FROM ADJACENT GERMAN MILLET STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF.: AL7FRNA77VES ARE REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT AREAS OR THE DITCH ITSELF, MAINLY BY PONDING OF THE STORMWATER RUNOFF. THIS SUBJECT TO APPROVAL BY 774E EROSION CONTROL INSPECTOR. PRACTICE, U77LIZNG A COMBINATIONI OF STONE SIZES, IS LIM17ED TO USE IN SMALL OPEN I& PERMANENT STABIUZA77ON SHALL BE LIME AND FERTILIZER, PERNAAVENT SEEDING, AND , TEMPORARY RIGHT -OF -WAY 3.11 CHANNELS WHICH DRAIN 10 ACRES OR LESS MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9CXBS /1000SF, ��✓✓✓ Dl VERSION NCORPORA TED INTO THE 70P 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING 331 TEMPORARY SEEDING• SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL THE ESTABLISHMENT OF A 7EMPORAIRY VEGETA7VE COVER ON DISTURBED AREAS BY SEEDING FESCUE AND 0 -5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS: STRAW MULCH IS WITH APPROPRIATE RAPIDLY GROWINIG ANNUAL PLANTS TO REDUCE EROSION AND TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY 774E SEDIMENTATION BY STABILIZING DISTURBED AREAS 7HAT WILL NOT BE BROUGHT TO FINAL EROSION CONTROL INSPECTOR. TABLE 3.31-A GRADE FOR A PERIOD OF MORE THAN 3O DAYS TO REDUCE DAMAGE FROM SEDIMENT AND 19, MAINTENANCE ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE PR07EC77ON TO BARE SOILS RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES ITS TO BE REPAIRED LiMM REQUIREMENTS EXPOSED DURING CONSTRUC770N UNI77L PERMANENT VEGETATION OR OTHER EROSION CONTROL IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF 774E i WET STORAGE FOR TEMPORARY SITES MEASURES CAN BE ESTABLISHED. VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES Recommended Application �3,,T2 PERMANENT STABILIZATION: THE ESTABLISHMENT OF PERENNIAL VEGETATIVE' COVER ON DISTURBED AREAS BY PLAN77NG WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. PH Test of Agdoltural Limestone SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DIS77JRBED AREAS TO 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED PERMANEN7LY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER %IOW 4.2 3 wns per acre ER Sl1F CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO SELECTION NEEDED, SUBJECT TO APPROVAL BY 174E EROSION CONTROL INSPECTOR. NATURAL BEAUTY UPON COMPLETION IMPROVE WILDLIFE HABITAT. TO ENHANCE 21. THE E &S INSPECTOR HAS TI=TS AUTHORITY TO ADD OR DELETE E &S CONTROLS CONSTRUCTION ACTIVITIES, ALL AREAS W9LL RECEIVE' A PERMANENT VEGETATIVE COVER. NO SEDIMENT 4.2 try 5.2 2 tons per acre MULCHING, BASINS OR TRAP CAN BE REMOVED WITHOUT WRITTENGAU7HORIZA770NN, 52 to 6 1 toil per acre Z SOIL DESCRIPTION PREVENT EROSION BY PR07EC NG�7THE SOIL SURFACE FROM RAINDROP IMPACT G REDUCING 774E VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETATION BY INCREASING rce: Va. DSwC AVAILABLE MOIS7URE AND PROVIDINCG INSULATION AGAINST EXTREME HEAT AND COLD. AREAS 258 -DYKE- SILT LOAM- 2Z TO 7Z SLOPES 7HIS SOIL IS DEEP„ GENTLY WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIA7ELY FOLLOWING SLOPING, WELL DRAINED SOIL ON BROAD, CONVEX FOOT SLOPES AND SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED COLLUWIAL FANS SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET USING ORGANIC MULCH. MULCH MA Y BE USED TOGETHER WITH PLANTINGS OF TREES, SHRUBS LONG. AREAS OF THIS SOIL ARE LONG AND WIDE. THEY RANGE FROM 5 TAHLE 3.31-8 OR CERTAIN GROUND COVERS WHICHI DO NOT PROVIDE ADEQUATE SOIL STABILIZA77ON BY TO ABOUT 30 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK THEMSELVES, CAN BE USED IN CONJIUNC77ON WITH 7FMPORARY SEEDING. REDDISH BROWN SILT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND ncc�I�r.�.E •rs�ox.►x�r sE>ft�yxc Pz�r>'c iriA�atiAis GROUND AVAILABLE WATER CAPACITY ARE MODERATE: SURFACE RUNOFF IS "QUICK REFERENCE FOR ALL RW10NW 3.37 TREES SHRUBS VINES & COVERS. STABILIZING DISTURBED AREAS BY ESTABLISHING VEGETATIVE COVER WITH TREES, SHRUBS, MEDIUM. THE HAZARD OF EROSION IS MODERATE. THIS SOIL HAS GOOD Fete VINES, OR GROUND COVERS. TO AID 174 STABILIZING SOIL IN AREAS WHERE VEGETATION OVER 77L TH. PlawuaDates SoCCies 0b&hwN) THAN TURF IS PREFERRED, TO PROVIDE FOOD AND SHELTER FOR WILDLIFE WHERE WILDLIFE 37D3 - HAYESWLLE -CLAY LOAM -15X TO 25% SLOPES, SEVERELY ERODED. THIS HABITAT IS DESIRABLE. APPLIES IN AREAS WHERE TURF ESTABLISHMENT IS DIFFICULT, ON SOIL IS DEEP, WELL DRAINED, AND MODERATELY STEEP. IT IS ON SIDE STEEP OR ROCKY SLOPES WHERE MCOWNG IS NOT FEASIBLE, WHERE ORNAMENTALS ARE SLOPES THAT BORDER SMALL DRAWAGEWAYS SLOPES ARE SMOOTH AND Sept. 1 -'Feb_ 1S SOISO Mix of DESIRABLE FOR LANDSCAPING PURPOSES, AND WHERE WOODY PLANTS ARE DESIRABLE FOR ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND Annual Ilyegras4 SOIL CONSERVATION, OR TO ESTABLISH WILDLIFE HABITAT. WINDING. THEY RANGE FROM 3 TO ABOUT 20 ACRES. (I&tbkm mOL9231m) & sn - 1110 3.38 TREE PRESERVATION AND PRO 7TC77OM 26C3 - DYKE -CLAY LOAM -7X TO 15.E SLOPES, SEVERELY ERODED. THIS DEEP Cereal (Winter) Rye PROTECTION OF DESIRABLE TREES FRROM MECHANICAL OR OTHER INJURY DURING LAND STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF . (&&de cer ww DISTURBING AND CONS7RUC770N AC7r7WTY TO ENSURE THE SURVIVAL OF DESIRABLE TREES COLLUVIAL FANS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED LONG. AREAS OF THIS SOIL ARE LONG AND NARROW. THEY RANGE FROM PRO7ECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, 5 TO ABOUT 30 ACRES Feb. 16 -Apr. 34 Annual Ryn� (L.ultm"A $ SHADE AND OTHER ENVIRONMENTAL BENEFITS W41LE 77•IE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. APPLIES IN 7REE- INHABI7ED AREAS SUBJECT TO LAND DISTURBING ACTIVITIES .5 TORMWA TER RUN- OFF CONSIDERA TIONS: May 1- Aug 31 Gennau Wallet 50 CONSTRUCTION OF THIS PROJECT WILL HAVE AN EFFECT ON PEAK RUN -OFF RATES (S,w LA90) 3.J2 DUST CONUM: DUE TO AN INCREASE IN QUAN777Y AND VELOCITY OF THE RUN -OFF. THE REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND D1S77JRBING, DEMOLITION AND IMPERVIOUS AREA IS BEING INCREASED DUE TO 774E CONS7RUC77ON OF 77-IE ROADS CONSTRUCTION AC77W77ES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM AND PARKING LOT. HOWEVER, MUCH OF THE RUN --OFF IS BEING DIVERTED TO AN EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY EXIS77NG SEDIMENT BASIN, WHICH WILL ASSIST IN DECREASING 7HE RUN -OFF Source: Va.DSWC PRESENT HEALTH HAZARDS, 7RAFRC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE VELOCITY FROM THE PROJECT SITE. A CON 7RIBU77ON TO THE PRO -RATA SHARE DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASGIRES EMPLOYED SHALL BE IN ACCORDANCE WITH THE PROGRAM WILL ALSO BE MADE. VESCH. DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE CONTROL MEASURES: PURPOSE-- LKWWUN ANU_ - tjMEN1 CONIROL MEASURES THE PURPOSE OF THIS LAND DISTURBING AC77WTY IS TO CONSTRUCT THE ROADS, ALLEYS AND ASSOCIATED IT IS AN77CIPA7ED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, EXIS77NG SEDIMENT BASINS, DRAINAGE S7RUC7URES FOR BLOCK 13, PHASE B AT OLD TRAIL VILLAGEE, INFRASTRUCTURE WILL 77E -174 WITH AND SILT FENCES WILL BE INSTALLED TO CON7ROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL EXISTING FACILITIES AND FACILITIES CURRENTLY UNDER CONSTRUCTION FOR BLOCKS 2 AND 13 PHASE A, TO BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY STOCKPILE THE NORTH AND WEST OF THIS SITE, RESPECTIVELY. THE TOTAL AREA TO BE DISTURBED WITH THIS PHASE OF AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED DEVELOPMENT 1S 5.60 ACRES AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE ON S17E AND SHALL BE EXIS77NG SITE. MVQ1 1_ Y,5, STABILIZED WITH A TEMPORARY VEGETA7VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR THIS S17E CONSISTS OF AN OPEN GRASS FIELD WITH NO VEGETATION, SLOPING DOWNWARD TO THE EAST THE ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION ACTIV177ES HAVE S 17E IS LOCATED TO 174E EAST OF OLD TRAIL DRIVE, AND DRAINS TO SLABTOWN CREEK. ADJACENT AREAS: CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL THIS S17E IS BORDERED TO THE NORTH BY THE FUTURE PIEDMONT RETIREMENT FACILITY IN BLOCK 2. TO 7HE BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON 774E TIME EAST IS FU7URE UNDEVELOPED MIXED -USE BLOCKS RESIDEN77AL AND MIXED --USE DEVELOPMENTS ARE OF YEAR APPLIED. AN77C1PATED IN THE FUTURE DEVELOPMENT OF BLOCK 4 AND 13 PHASE A TO THE WEST AND BLOCK 14 TO TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT THE .SSOUTH. OLD 77?AIL DRIVE EXISTS TO THE WEST. FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERM /NA77NG OFFS17E LAND DISTURBANCE.' VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELECTION OF SEED MIXTURE WILL NO OFFS17F LAND DIS7URBANCE IS PROPOSED. ALL LAND DISTURBANCE IS TO OCCUR WITHIN THE LIMITS OF DEPEND ON THE 77ME OF YEAR APPLIED. CONSTRUCTION ENTRANCE.• DISTURBANCE AS SHOWN. CR7WAL A STABIUZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF AREAS' THERE ARE NO CRI77CAL AREAS LOCA7ED WITHIN 7HE PROJECT LIMITS VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF MUD' 7RANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH THIS CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE NARRA 77VE. AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS SEQUENCE OF CONS7RUCWW: SILT FENCE.• 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE- C0NS7RUC770N MEE77NG AS REQUIRED. A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHE77C FILTER FABRIC STRETCHED ACROSS 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING 7HE CONSTRUCTION PROCESS WITHOUT THE AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL APPROVAL FROM THE INSPECTOR ON THE PROJECT. AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERA77ONS IN ORDER TO J. INSTALL 774E PAVED CONS7RUC77ON ENTRANCE NTH WASH AREA AS SHOWN ON THE PLANS CONSTRUCTION ENTRANCES TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PREVENT SEDIMENT FROM LEAVING THE SITE TO DECREASE THE VELOCITY OF SHEET FLOWS AND pROV7S10NS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO LOW -TD- MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL 8E INSTALLED DOWN THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, 774E ROAD SHALL SLOPE OF AREAS WITH MINIMAL GRADES TO FIL7ER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN 7HIS MANNER. PERMANENT S7ABIL1ZAR0N: 4. INSTALL THE IN177AL CONSTRUCTION MEASURES AS SHOWN ON 774E EROSION CON7ROL SHEET. THIS THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANING SEED. INCLUDES SILT FENCE AND A SEDIMENT TRAP. MEASURES W7ENDED TO TRAP SEDIMENT SHALL BE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE FUNCTIONAL STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO S17E CONDITIONS, BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE 5. IN ADD/770N TO ENSURING THAT 774E PAVED CONS7RUC77ON EN7RANCE IS INSTALLED, INSTALL ANY REMAINING EROSION CONTROL 17EMS AS SHOWN ON THE EROSION CONTROL PLAN. HABITAT TO ENHANCE NATURAL BEAUTY UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ALL 6. ONCE ALL 7HE EROSION CONTROL 17EMS HAVE BEEN INSTALLED AS SHOWN ON THE EROSION CON7ROL PLAN AREAS WILL RECEIVE A PERMANENT VEGETA7VE COVER. AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN TEMPORARY SEEDING. GRADING OPERATIONS. STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS THE ESTABLISHMENT OF A 7E'MPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER 1NSTALLA770N. APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTATION BY 7. ROUGH GRADE THE S 17E TO THE CONTOURS SHOWN ON THE PHASE II EROSION CON7ROL PLAN. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF & 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 POR77ON OF 7HE S17E: TEMPORARY SOIL STABILIZATION OFF -SITE AREAS, AND TO PROVIDE PRO EC77ON TO BARE SOILS EXPOSED DURING CONSTRUCTION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZATION SHALL BE DUST CONTROL: APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND s• GRADE OUT 774E REMAINDER OF THE S17E AND GRADE THE ROADS AS SHOWN ON 774E PHASE II EROSION CONTROL CONTROL PLAN. INSTALL STORM SEWER FOR THE PROJECT, USING INTERMEDIATE INLET PROTECTION TO CONSTIRUCnON ACTIVITIES THE END OF THE PIPES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE 10. FINE GRADE, INSTALL CURB & GUTTER AND SEED AND FER77LIZED THE DENUDED AREAS. INSTALL INLETS THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY AND INSTALL INLET PR07FC77ON AS SHOWN ON THE PLANS. PROBLEMS OR HARM ANIMAL OR PLANT LIFE. 11. INSTALL STONE BASE AND PAVE PARKING LOTS AND ROADS. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF 12. ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CON7RACTOR CAN REMOVE DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. 7HE EROSION CON7ROL MEASURES. NO I7E'M SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE TEMPORARY DIVERSION DIKE, STABILIZED AND THE INSPECTOR GIVES PERMISSION. A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA 12 MAINTAIN ALL EROSION CON7ROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY 77-1E LOCAL PROGRAM ADMINISTRATOR IN OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM ACCORDANCE WITH 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED W77HIN 30 DAYS AFTER EFFECTIVE LIVE /S 18 MONTHS. FINAL S17E STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS ROCK HECK DAMS: 07HERWISE AUTHORIZED BY 774E LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND 774E DISTURBED SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE SOIL AREAS RESUL77NG FROM 73E DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY VELOCITY OF CONCENTRA7ED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIM17ED TO USE STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS,• SHOULD NOT BE USED IN LIVE STREAMS. STORM DRAIN INLET PROTECTION: THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS OR CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZA77ON OF THE DISTURBED AREA; LIM17ED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL LARGE, ZEMIPORARY SEEDING: CONCENTRATED STORMWATER FLOWS ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TEMPORARY SEDIMENT TRAP, 77ME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE IMMEDIATELY FOLLOWING GRADING SELECTION OF THE SEED MIX77JRE WILL OUTLET ACROSS A DRAINAGE SWALE; TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT AREAS FOR ENOUGH TIME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE OUT MAXIMUM WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS EFFECTIVE LIFE IS 18 MONTHS. PLANTS SHOULD BE SELEC7ED APPROPRIATE TO THE SEASON AND SITE TEMPORARY SEQLVLNL BASH, COND177ONS FROM TABLES 3.31B AND 3.31C. N07E THAT TABLE 3.31B PRESENTS A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE FORMED BY CONS7RUCTING AN EMBANKMENT OF COMPAC7ED SOIL ACROSS A DRA/NAGEWAY. IT IS COND177ONS; TABLE 3.31C PRESENTS MORE IN -DEPTH INFORMATION ON THE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR PLANT MATERIALS ENOUGH 71ME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT IT CAN BE TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM GERMINA TE AND GROW. SEEDBED PREPARA TION IS ESSENTIAL. EFFECTIVE LIFE" IS 18 MOIV7115 UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY OUMET 88Q7 C770N: FOR TEMPORARY SEEDING TABLE 3.31A MAY BE USED TO DETERMINE THE 774E INSTALLATION OF RIPRAP CHANNEL SECTIONS AND /OR S77LLING BASINS BELOW STORM DRAIN ACTUAL NEED ALONG WITH SUGGESTED APPLICA77ON RATES.• OUTLETS TO REDUCE EROSION AND UNDER- CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOC177ES BEFORE STOR14WATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS FER77LIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10- -20 -10 (14 LBS /1, 000 CULVERT INLET PROTECTION: SO. FT:) OR EQUIVALENT NUTRIENTS. LIME AND FER77LIZER SHALL BE A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT INCORPORATED INTO 7HE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. FROM ENTERING, ACCUMULA77NG IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVA1701VS AND ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE: HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR SAFETY FENCE OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS MOST A PR07EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL EFFEC:77VE ON SANDY SOILS THIS PRACTICE OFTEN CAUSES UNDUE COMPAC77ON MEASURE. OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PERMANENT STABIL0477 PLAN? GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS SEED SHALL BE EVENLY APPLIED W177-i A BROADCAST SEEDER, DRILL, PER THE PERMANENT STABILIZA77ON OF THIS EROSION & SEDIMENT CUL77FACKER SEEDER OR H?DROSEEDER. SMALL GRAINS SHALL BE PLANTED NO CONTROL NARRATIVE MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, AFTER CONSTRUC77ON IS COMPLETED, ALL DISTURBED AREAS OF THE SHOULD BE PLANTED NO MORE THAN j INCH DEEP. OTHER GRASSES AND S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT LEGUIWES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. STANDARDS. 17-1/S SHALL CONSIST OF THE FOLLOWING; R " DEPTH, LIME - 2 TONS /ACRE, TOPSOIL - 2" DEFER SEEDIlNGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY - 600 LBS /ACRE 15 -30 -15 SUMMlER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED SEED - ERNST 5311 CONSERVA170N SEED MIX - ERNMX -114 (45 ADEQiUA7E. STRAW MULCH SHOULD BE USED DURING THESE PERIODS LBS /ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILS AREAS WHICH FAIL TO ESTABLISH VEGETA 71 VE COVER ADEQUATE TO PREVENT KEN77JCKY BLUEGRASS, 375 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 RILL !EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. LBS /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. MAINTENANCE: IN GENERAL, ALL EROSION AND SEDIMENT CON7ROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC A T7ENTION WILL BE GIVEN TO THE FOLLOWING 17EMS. A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OU77_E7-S WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORA77ON OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THA T A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER7LIZED AND RESEEDED AS NEEDED. �v 0! ', � LNCO ) SCOT �X U Lic. No. 035791 �. s' � 1' '_' i Qa�S� 11ONAL E' OO w z t r v 2: z 0 C1 0 H � z w N Uj ce. ,-4 w ,-, tR o 0 w 0 L9 Z W W Z 0 Ul Z J J 0 U 0) M cyi 0) N d" qqr I 0 N N w J_ w �_ 0 w Q C) I W F_ 5 U) w w U) F_ w w Q 0 N z :5 CL 0 0 ca M T-4 U 0 1 CID cri 'W V 1 Q M^ CL i iI W 0 F+-� -. 4 1 F__4 �Q (Cy..., F_ 0 a> 0 E--a " 0 Q IC 0 _U q) n W -_- o 1 ;* (n C a z ° a J 00 0 0 3 zF= 0 -0 a) U V 1 O Q z W .n n G 0 F__ C 0 a W E U? (z 0 z w z W 0 z 0 r1 z w V ) o? / W 0 /� 0 W 0 a) 0 0 v U X w a) X_ a SHEET NO. 1 f. ESC -1 a s r J V, U F- a n 118 w E L CL W i 308 NO. -C a 02009 u SCALE N/A T C 11 I SHEET NO. 1 f. ESC -1 a s r NOTES: . THERE IS NO TREE CLEARING ASSOCIATED WITH THIS T PROJECT. THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES OPEN FARM LAND. THE TOTAL LIMITS OF O �► _ > /� DISTURBANCE IS 5.6o AC. .. T ® ; 2. THERE IS NO CONSTRUCTION ACTIVITY PROPOSED WITHIN © SOOT R. COLLINSZ FLOOD PLAIN, STREAM BUFFER OR WETLANDS. U Lic. No. 035791,E � , z, ' • ® �s10NAL EEO =Moo NOTE: - NOTE: ORANGE SAFETY FENCE TO W /WIRE SF' NOTE: ORANGE SAFETY FENCE TO; ,ENCOMPASS SEDIMENT BASIN AT ALL SUP R OCIG W1ER OUTFACE ENCOMPASS SEDIMENT BA' SIN AT ALL ® TIMES FOR SAFETY.'INSTALLSZGNS ' LIMITS OF � �.. � �; u', POT R TIMES FOR SAFETY'. INSTAt_L SIGNS AROUND BASIN THAT READ "WARNING, DRAINAGE AREA L =27.5, W =12.8, D =2 ! AROUND BASIN THAT READ "WARNING, QUICKSAND, KEEP OUT" TO SEDIMENT _ _ .676 - BASIN #2 678 'SF W /WIRE '�i QUICK SAND, KEE}� OUT' �. - _ 1 SUPPORT ACRES t 1 2 59 A 7g LU , , 5T1 i' LE COCA STOCKPILE TO BE - a a 6 PROVIDE STOCKPI TION - � o 74 WITH SILT FEKE AT ALL TIMES. < �► r� �, 67 c T w Ln LIMITS OF DRAINAGE AREA D D � SEDIMENT SEDIMEN RAP #1 z -� w 2 ES cn -SEDIMENT BASIN `' `�` o Lu DD 1 ACRES � APPR V i BLOCK 2 PHASE $ SITE FLANS, - _ _. - - T P5 ' OIL L!N (TYP.) ui amo t - \ �- , -- 66oEXISTING' a _ C) :��. ' ci. Ip TOP =671.7 _- 1 ' ,4 _i w o d Wf`� CD o Lu0) M ch C.L. 01) N M Q a ct O° 700p 1 >c ' N W 0) CO ■ L N M 0 O W > I- u O O u� W oo z ° L9 �. a' W Q O ° J ' I , z 2 U) w U O L O z � SI > > 5 W V) (D o , 0 F Z W W� z z cr_ H z U) > W z J < o W W CL N C C r � � C d V Q .0 N �,c O _ a c }- N m d w u.a � z JOB NO. a 02009 v u c SCALE l 11 =401 c C U C SHEEr NO. C t ESC -2 S NOTES: / r r i. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. THE LIMITS OF DISTURBANCE FROM THIS SECTION �, f ONLY INCLUDES OPEN FARM LAND. THE TOTAL LIMITS OF �� DISTURBANCE 15 5.6o AC. / SCO R COLLINSZ s. THERE IS NO CONSTRUCTION ACTIVITY PROPOSED WITHIN O / r - FLOOD PLAIN, STREAM BUFFER OR WETLANDS. U Lic. No. 035791 to Iqlpll- \ / ONAL \ \ 1 , NOTE: ORANGE SAFETY FENCE TO ,W /WIRE , ' ENCOMPASS SEDIMEN T BASIN AT ALL SP i + 'NOTE: ORANGE SAFETY FENCE TO i ENCOMPASS SEDIMENT IN AT ALL LIMITS OF a \ , AROUND BASIN THAT READ 'WARNING, 6UPPbRT ROCKAGIER OUTFACE i : \�•V A TINES FOR SAFETI�. INSTAL SIGNS DRAINAGE AREA L= X9.6•, w -u.a', D -.' AROUND BASIN TFF{AT READ "WARNING, , QUICKSAND, KEEP OUT'/ TO SEDIMENT , 'SF W /WIRE \\ M QUtCK'SAND, SUPPORT KEEW OUT' , BASIN #z 6 13.77 ACRES � � � t EX SEDIMENT BASIN - ' SB2 APPROVED UNDER b , STa BLOCK 2 PHASE $ O a a o SITE PLANS - , 1 � � 67 � � cg U M / LIMITS OF DRAINAGE AREA _ .- _ m w i \ ` \ - 1 •� i �° \ �\ / TO SEC TRAP #i o $ z z \\ \` , MENf O o.6a ACRES I i m G z z S r \ Z \ \ r r \ � tu OUFALLTQ BEE OVE - _�_ _�_ _ _ _ \ 9` ` _ l BARRF� TO BJE RE OVED.M t� � Dc r o o ° SBi P 8 INT EXISNT O BEREMOVED �V `(1 � _.�'! y , ' \\ \ % ( \. 1 / PARKINGANV A EA t TS+ 1 i / - _ - -. -. - C - - - - - - - - - - _ - �.� _ � �4, _ _ ' e I� •,((%( I . _ Ii I , 7 I �( , DC ( � II _ AGIN J IL . 1 LIM ITS OF I I I 1 , t / M DISTURBANC E O a N 5.6o ACRES M P Z a 4 UMITSOF 11 I I �'. -MIN aaX o 9 ( I V J n DISC 6oACRES� I (- __ + �� N d. __- J L_ _.. A H ACK \ _ _ _ SF W /WIRE i O SUPPORT' O J _ I I - � � � M • I IP � ,r W (Y� O MIN. -'X7o' ~. I �I �J J `/ i NOTE: THIS CONSTRUCTION ENTRANCE SHALL BE I •+ d ( 'I'I 1 : L -I V a INSTALLED,OPERATED, AND MAINTAINED BY THE I _ - I' 1 1 > O �. « / ❑ t f - ; r I CONTRACTOR:. ALL CONSTRUCTION TRAFFIC $� I _ _ _ _ tl 1 (n Z a� g _ + I y SHALL UTILIZE HIS CONSTRUCTION ENTRANCE. ( - - _. - - _ _ \ �- ' + I w CQ - i t INOOTHERENITRANCESTO OLD TRAIL DRIVE I I I +- Ti t 1 I Lu SHALL BE UTILIZED AND ALL OTHER ENTRANCES I 0 I I r ! TO OLD TRAIL DRIVE SHALL BE BARRICADED TO I r O v • p,� -°o . .. ' �• �, • `', - , PREVENT MUD FROM BEING TRACKED ONTO OLD RAIL DRIVE. _ _ _ _ r r - sv " - - � I r f \ � w \ ;a I 1 .�► ,. .. \ � .;. �, P:i,.l:, n i I - \ M I\ r ' I � Ci 9 -T r �� — ♦�� '`' I Ll` -I jl__�I �l 11 I I 1 O _ W U) E O LC I ii _ - - \ ' or 'a 11 I I I T T1 f- z Rp ME I w OR low WE a I -j I' f. II: 111 / I r I11 LV I I I r r Z lJ.l J Lu En Aill- 6c i — — ; III III � _ , - \ - -- \ ' ' Q FJ-I = T t - - v y -_ • -' Q S O — N J O - -- _ -- - - _ j ^' 1 ,• ,. ea I IJr �1 SUPPORT O 1 �w t r� x I I I to JOB NO. 02009 r SCAM r + 40 11 O 4 80 FEET + i 1 " =40' SCALE: 1"=40' SNIT NO. t ESC -3 1. SET POSTS AND EXCA VA 7E A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW ATTACH FILTER FABfi TO STAKES OR POST EXTEND IT INTO TREP EXCA VA TED RACKFILLED COMPACTED )EN STAKE f POST 7rH = 5' YIN. SIL T FENCE sF (WITHOUT WIRE SUPPORT) (OD NO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. (D SIL T FENCE _(WI TH WIRE SUPPOR Z) NO SCALE 4. BACKFILL AND COMPACT THE EXCA VA TED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Table 16: Sediment Trap design (spec 3.13) Sediment Trap I Design drainage area (acres) (<3) 2.14 V I V ARMI trap mlumes: CREST OF STONE WEIR elevetion (ft) area (sQ. volurne(cl) volume(cy) GROUND 674 2146 0 0.0 ELM 675 2574 2,357, 87.3 DRYSTORAGE V, VARVOLE 676 3034: 5,1518 1911.10, 677 3526 8,435 312.4 678 4050" 12,220, 452.6 WET STORAGE V VAX. (EXCAVATED) FLTER CLO714 0FRMAL GROUND CLEY, wet storage: 3. •SEE PLATE 13-1 CUMME AGGREGATE CLASS T RIPRAP wet storage required (cy) (67*D A) 143.4 bottom of stone weir (ft) 675.75: wet storage provided at this elevation (cy)` 163.5 slope of wet storage sides 2:1 weir length (ft) (&DA)� 12.8; dry storage: bottom of trap elevation (ft) 674 dry storage required (cy) (67*DA) 143.4 bottom trap dimensions: 29x74" crest of stone weir 677.0' �top of dam elevation 00 --- -------- --- 678 dry storage provided at this elevation (cy) 148,9 top width of dam 00 6 slope of dry storage sides 2:1 top trap dimensions 45x90':, 1.11 2"x4" WOODEN FRAME L_� PERSPECTIVE VIEWS I)ROP INI FT C"r A beE' ,4ME M T HER XCESS 1T CORNERS SIL T FENCE DROP INLET PROTECTION 3.07-1 NO SCALE U-0 01111111114W W =M Owum" Dm-"- SIDE ELMADON 3x --w Ilk r Mk 11111111111INIM it mK 1771 Ix cm Olt Wx W FWT in r a% HVW I 11 .W VM FMI Nwo w1obw x RMW 4110" me It W OW W PAVDAM. SECTION A—A MM- A MMM W= MW OF 10 15 ROMM WM A M11�MUIiIII UM "ON M%. or 10 ('S" PAVED 7W CMT 00 XXE )M& ROCK WEIR OUTFALL L=27.5', W=12.8', D=2' goo "am ow Compacted Soil SCALE: I"=20' I 0 SCOTS' R. �COLLINS7,' Lic, No. 035791 OA j C;� �'Y'OXAL t: w z 0 < U) U X: (j) Z 0 z < (n P z LLJ U) Uj Ice Uj C) C:) �Noxi -Erodable Liner 18" min, \,__--Flow ------------ L9 I I. Jill- co :;l,_1j!, W Pj .... jjji� i7 ------ - CL 4.5' min. M SOURCE: VA, DSWC PLATE 3.09-1 N to co < DD TEMPORARY DIVERSION DIKE 0 � U-) C) z 00 0 W 1992 T-1 W > D z W � U CL TABLE 3.32-D SrM SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA > 0 0 Total Um. W CO Per Aarm z 1. MiniM= C= Lawn L9 0 .: j - Commercial or Residential 175-200 lbs. W J - Kentucky 31 or Turf-Type TO Fescue 95-IW'Yo < �4 M • Improved Perennial Ryegrass 0-5% z < < 0 F_ - Kentucky Bluegrass 0-5% W 1, 3: Ill Ifigh-Mainwaance, Lam 200-250 lbs. CL 0 W I z - Kentucky 31 or Turf-Type Tall Fescue 10ft Z) Uj ,Gcn(mal J_or.Joss) C/) V) F-: C;6 Kentucky 31 Fescue 128 lbs. W W Uj Red Top Grass 2 lbs. 0� Seasonal Nurse Crop ZQ Ila, f_ 14 150 lbs. C/) > LmMainicna= dope JSte_e=r_ than 3:1) H - Kentucky 31 Fescue 108 lbs. W t__4 - Red Top Grass 2 lbs, J � < - Seasonal Nurse Crop 20 lbs, < - Crownvetch 20 lbs, o 150 lbs. C) C) Use seasonal nurse crop in accordance with seeding dates as stated below- 0 February 16th through April ...................... Annual Rye U 0 LU _j May 1st through August 15th ..................... Foxtail Millet I— August 16th through October ........... - - - - - - Annual Rye b November through February 15th ................... Winter Rye 0 LU Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May JOB NO. through September use hulled Sericea, all other periods, use unhulled Sericea). 02009 If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legurne. SCALE seed must be properly inoculated. Weeping Uvegrass may be added to any slope or low-maintenance mix during warmer seeding periods; add 10-20 lbs./acre in NIA mixes. SHEET NO. ESC-4 1 - _. . 1 1, -- car — ----- _ _ - — ►w ry-- — `'—~- -- •,�+ dill I A, REFEA TO TREE STAKING DETAIL TRENCH EDGE AROUND MULCHED TO BE DETAIL TO ROOTBALL PIT NOTES: I. SET TREE PLUMB PRIOR TO STAKING, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. NOTES: t SET TREE PLUMB PRIOR TO STAKIG. 2. ALL PRfAN Q IS RESTFWIeO 10 THE HEMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLOM 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/OETALS/SPECNFICATONS AS THEY RELATE TO THIS INSTALLATION. Specum S" DRAWING REFER TO NROv. L& — MIRE AREA TOO AROUND ULCHED c GUYING DETAIL CONSISTS ! WYS SET 120' AROUND MT PIT ON 'UPHLV SIDE ER TO TREE KING DETAIL (PACT FXCAVATED SOIL FORM ROOTBALL PIT DOWNHLL SIDE OF TREE NICH EDGE AROUND RE �DAREA 70 BE °._RI. TO ROOTBALL PIT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2- ALL PRUNING N RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND �^- 1 SHHALL B PERFORMED PE+FORMEED�#UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT ' 2 \ RAG RAN BLO L Nl wanTIlYII BACKFILL TO TERMINATE —. AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS. BEGINI G AT NO MORE THAN r DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 7 AT ftANTNG PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE _ r ROOTBALL CUT AWAY ALL WIRE BASKETS A�TBAL . WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL !TRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL HARDPAN IREMOVE AS NECESSARY TO FACILITATE IT REFER TO TREE STAKING DETAIL SACKFILL WITH CULTIVATED, ORKHMAH. SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATEAIAL. AMEND BACKFLL PER SPECIFICATIONS. COMPACT BACKFLL M LIFTS BY FOOT. 1WEATE THROUQ LY AT V2 RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PROOPTEJR PIT DDEPTH PRIOR O PLANT PLACEMENT NOTE& t NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA 'OR `WHERE CONDITIONS -RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING. PLANTING PROCESS. Abb. Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY. Total Quantity Canopy CANOPY TREES PA Platanus acerifolia London Planetree 21/2,11 479 21 10,059 AB Acer Buer aranum T 'd # Maple fi' 8' ht W Y / Yom+ >COTT R\ COLLINSZ Lie. No. 035791,2 `'� I oNAL 77; la, n tD o n n = OO n a ao n H z W z o W z lz U 0 Q O O O O (w �: U . U U CC U U O O z ,Lu Q � Q— oJw0o <CLW �Q 110111 In ter Cf1 UC to M z z W z z U) ce- cz U) tip LU w W W w 77; L9 M M z N N O w N N w > W ri J_ n en ape - 125 1 125 ` - "�" w - ,_R v - 10,184 _ ry H , " k I t h+. r ' v J r r n Lu _ f - - _ I _ ll \ Y r - Land scape Not es T ( - CONTRACTOR TO EXTREME CARE AND V ' ... , _ ;, � -- ;; _ SCHEDULED TRAr USE N CAUTION AS NOT TO DAMAGE ANY TREES - _ 6 - -, - I % -? TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. N NO, CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIP 'UNE OF EXISTING TREES. - - - ° - -- - , R PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS "+ SINGLE FAMILY LOTS ,TREE PROTECTION EFFORTS. ALL TREE PROTiCTION MEASURES SHALL/BE APPROVED BY LA AND W OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. TREES F 2 E STRESS AND /OR DAMAGE AND ADVISE LA AND TREE _ � CONTRACTOR TO ,MONITOR OR $TR GE s ARBORIST IF OCCUR. 20 I � �� ANY 0 i 'l� 2 j CONTRACTOR ,'TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE ul 2Z i Z ( j _ _ OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY -T PROTECTION MEASURE. ALL TREE 26 ~ ° PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN ill COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPUNE OF EXISTING TREES UNLESS APPROVED BY W TREE ARBORIST : OR LANDSCAPE ARCHITECT PRIOR TO WORK. ('Lr i- f ' J / ALL WORK TO BE PERFORMED BY THE CONTRACTOR �THiN THE DRIPUNE OF ANY EXISTING TREE M■IIrtI�� OR TREE PROTECTION AREA SHALL, BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE - -- PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DONE SHALL BE DONE SB HAND. LARGER AREAS t0-,.BE GRADED MAY BE DONE WITH 0 I ` i A SMALL BOBCAT/TRACT-HOE. - `�[ - -- _ � _ � I � , .� 6 PA LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANYRSUCH WORK WITHIN 't l _ ` - DESIGNATED TREE PROTECTION AREAS CH ,.WITHIN EXISTING DRIPLINES. i.L _ MATCHED AND SUPPLIED OM - ,�;.._�.- ', THE SAME SOURCE (ER ECIE) EATER THAN )SHALL BE _. a — Q , ALL PLANTS HAVING A, QUANTITY GREATER r - �� P S D FR GRAPHIC SCALE CONTACT LANDSCAPE ARCHITECT AT THE RIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITU110N5 OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING zo o �o zo; ao ao ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE - LANDSCAPE ARCHITECT N PRlt�t O�PLACEMENT � ORDERS. - _ __ ry LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY - - UPLq �• _ ND D R G. CONTRACTOR TO NOTIFY LANDSCAPE �' ( IN FEET } AS WELL. AS AFTER INITIAL PLACEMENT PRIO TO PLANTING. V TO BE REEVALUATED AND REVISE 1F NECESSARY AFTER FIN ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS D, . _ ED GRADING. EE FROM PET AND DI S. ( - a MULCH IN SHALL BE APPLIED TO A 2-INCH SDEPTH. MCLEAN H RINGS 24- -INCHES MIN. IN DIAMETER ARE - ��- -- TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBL.E- _ SHREDDEDHARDWOOD. ` . - -- 5 PA CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT UST 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. t z o0 a M M `r ° z a � w 0 z z 700 L' z LL, L Z 0 � (N� o 0 �./ 0 o z o � c W „ w o G U q) u 0 G,0 3 (L) U) C zx t o c W L o a � 0 0) Z c Cr Y w W z ° H w U z _ U U `L � a 0 o� as Q C U O x a� U o W U I— ro 0 w �E U �- a EA °ate U 308 NO. 02009 �; SCALE " =20' . U c �- a SHEET NO. > 0 LL -1 a) 0 �r la, n tD o n n = OO n a ao n rn o L9 M M z N N O w N N w > W ri J_ n en ape - 125 1 125 ` - "�" w - ,_R v - 10,184 _ ry H , " k I t h+. r ' v J r r n Lu _ f - - _ I _ ll \ Y r - Land scape Not es T ( - CONTRACTOR TO EXTREME CARE AND V ' ... , _ ;, � -- ;; _ SCHEDULED TRAr USE N CAUTION AS NOT TO DAMAGE ANY TREES - _ 6 - -, - I % -? TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. N NO, CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIP 'UNE OF EXISTING TREES. - - - ° - -- - , R PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS "+ SINGLE FAMILY LOTS ,TREE PROTECTION EFFORTS. ALL TREE PROTiCTION MEASURES SHALL/BE APPROVED BY LA AND W OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. TREES F 2 E STRESS AND /OR DAMAGE AND ADVISE LA AND TREE _ � CONTRACTOR TO ,MONITOR OR $TR GE s ARBORIST IF OCCUR. 20 I � �� ANY 0 i 'l� 2 j CONTRACTOR ,'TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE ul 2Z i Z ( j _ _ OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY -T PROTECTION MEASURE. ALL TREE 26 ~ ° PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN ill COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPUNE OF EXISTING TREES UNLESS APPROVED BY W TREE ARBORIST : OR LANDSCAPE ARCHITECT PRIOR TO WORK. ('Lr i- f ' J / ALL WORK TO BE PERFORMED BY THE CONTRACTOR �THiN THE DRIPUNE OF ANY EXISTING TREE M■IIrtI�� OR TREE PROTECTION AREA SHALL, BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE - -- PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DONE SHALL BE DONE SB HAND. LARGER AREAS t0-,.BE GRADED MAY BE DONE WITH 0 I ` i A SMALL BOBCAT/TRACT-HOE. - `�[ - -- _ � _ � I � , .� 6 PA LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANYRSUCH WORK WITHIN 't l _ ` - DESIGNATED TREE PROTECTION AREAS CH ,.WITHIN EXISTING DRIPLINES. i.L _ MATCHED AND SUPPLIED OM - ,�;.._�.- ', THE SAME SOURCE (ER ECIE) EATER THAN )SHALL BE _. a — Q , ALL PLANTS HAVING A, QUANTITY GREATER r - �� P S D FR GRAPHIC SCALE CONTACT LANDSCAPE ARCHITECT AT THE RIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITU110N5 OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING zo o �o zo; ao ao ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE - LANDSCAPE ARCHITECT N PRlt�t O�PLACEMENT � ORDERS. - _ __ ry LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY - - UPLq �• _ ND D R G. CONTRACTOR TO NOTIFY LANDSCAPE �' ( IN FEET } AS WELL. AS AFTER INITIAL PLACEMENT PRIO TO PLANTING. V TO BE REEVALUATED AND REVISE 1F NECESSARY AFTER FIN ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS D, . _ ED GRADING. EE FROM PET AND DI S. ( - a MULCH IN SHALL BE APPLIED TO A 2-INCH SDEPTH. MCLEAN H RINGS 24- -INCHES MIN. IN DIAMETER ARE - ��- -- TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBL.E- _ SHREDDEDHARDWOOD. ` . - -- 5 PA CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT UST 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. t z o0 a M M `r ° z a � w 0 z z 700 L' z LL, L Z 0 � (N� o 0 �./ 0 o z o � c W „ w o G U q) u 0 G,0 3 (L) U) C zx t o c W L o a � 0 0) Z c Cr Y w W z ° H w U z _ U U `L � a 0 o� as Q C U O x a� U o W U I— ro 0 w �E U �- a EA °ate U 308 NO. 02009 �; SCALE " =20' . U c �- a SHEET NO. > 0 LL -1 a) 0 �r