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SUB201800018 Plan - Approved Road Plan and Comps. 2018-11-19
GENERAL NOTES OWNERS AVINITY ESTATES LLC 455 SECOND STREET SE, 57H FLOOR CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22902 ENGINEER- COLLINS ENGINEERING 200 GARRETT ST. SUITE K CHARLOT7ESWLLE, VA 22902 TAX MAP NO.: 09100-00-00-016C0 09100-00-00-016EO ZONE. PRO ZONE. PRD DB 4319 PG 247 DB 4571 PG 88 09100-00-00-016AO 09100-00-00-01400 ZONE: PRO ZONE: PRO DB 4571 PG 88 DB 3472 PG 015 TOTAL PROJECT AREA: AVINITY ESTATES 09100-00-00-016CO — 2,472 AC. 09100-00-00-016EO — 4.982 AC. 09100-00-00-016AO — 4.432 AC. 11.886 AC TOTAL ZONING: PRO — PLANNED RESIDENTIAL DEVELOPMENT — ZMA 2013-016 NOTE. SPECIAL EXCEPTION (VARIA770N) APPROVED BY THE BOARD OF SUPERVISORS (BOS) ON 31712018. TOPOGRAPHY.- SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DA 7ED AUGUST, 2013. TOPO FIELD VERIFIED IN JUNE 2017 DATUM: NAD 83 FLOODPLAIN: THERE 1S NO FLOODPLA/N LOCATED ON 7H/S SITE FEMA MAP ID 51003CO407D & 51003CO426D DATED FEBRUARY 4, 2005. STORM WA TER MGMT STORMWA TER FOR A WN1 TY ESTA TES WILL BE HANDLED BY A PROPOSED STORMWATER MANAGEMENT FACILITY JUST UPLAND OF THE EXIS77NG SWM POND. ADDITIONAL AVINITY ESTATES STORMWATER WILL BE TREATED BY A SECOND SWM FACILITY AT 7HE SOUTH OF THE SITE. SWM SHALL MEET ALL STATE REGULAl77ONS REQUIRED WIN THE DEVELOPMENT. FIRE & RESCUE: AS REQUIRED, ALL FIRE FLOWS WI774IN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSG ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVEN77ON AT A MAXIMUM SPACING OF 500 FT PER IRA VELWAY. PROPOSED USES. • SINGLE—FAMILY ATTACHED UNITS & TOWNHOUSE UNITS SINGLE FAMILY ATTACHED UNITS: 51 TOTAL UNITS (AVINITY ESTi47ES) TOWNHOUSE UNI T S• 51 TO TAL UNI IS (A WN1 TY ESTA 7ES) DENSITY! TOTAL NUMBER OF UNITS a PROPOSED: 102 UNITS PROPOSED DENSITY • 8.58 UNITS/ACRE MAXIMUM ALLOWABLE UNITS WI7HIN AVINITY ESTATES: 102 UNITS MINIMUM ALLOWABLE UNITS WITHIN AWNITY ESTATES: 60 UNITS S17E AMENITIES: CLUBHOUSE/PAVILION AREA (1,314 SF, 1,000 SF MIN) TOT LOT (4,000 SF MIN) DOG PARK (10,000 SF MIN) PASSIVE RECREA 77ON AREA (6,000 SF MIN) AC77VE RECREA77ON AREA (13,622 SF; 11,500 SF MIN) RIGHT — OF— WAY.• 2.27 ACRES OPEN SPACE.• 2,395 AC OPEN SPACE (A WNI TY 1 PLATTED) 3.303 AC OPEN SPACE (AVINITY ESTATES) 5.698 / 22.71 AC TOTAL AVWITY I & ESTATES = 25.1X (NOTE: SEE OVERALL LAYOUT PLAN — SHEET 3 FOR OPEN SPACE AREAS) OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE AWNITY HOA, NOTE- THERE IS AN ADDITIONAL 0.058 ACRES OF OPEN SPACE THAT IS NOT COUNTED TOWARD THE OVERALL OPEN SPACE REQUIREMENTS FOR AWNITY. L0IS, 6.255 ACRES SETBACKS: FRONT — 6' MIN (WITH VARIATION SUBMITTED TO 7HE COUNTY) MIN, 18' FROM FRONT OF GARAGE TO BACK OF SIDEWALK SIDE — 5' MIN REAR — 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO 7HE PROJECT BOUNDARY CLUBHOUSE/PAVILION — 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR SETBACKS SHALL INCLUDE A 1' ENCROACHMENT WITHIN THE MODIFIED FRONT YARD SETBACK AREA AND 4' REAR YARD SETBACK ENCROACHMENT WIN PORCHES, EAVES, AND 07HER ARCHITECTURAL ELEMENTS OF 7HE HOMES SETBACKS SMALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT THE ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS WHEN BUILDING SEPARATION IS REDUCED FROM 1O: SETBACKS WERE APPROVED WIN THE BUILDING MODIFICATION WAIVER REQUEST WITH ZMA 2013-016: BUILDING HEIGHT 35' MAXIMUM HEIGHT PARKING. EACH PROPOSED LOT SHALL PROVIDE OFF—STREET PARKING FOR TWO VEHICLES IN A MINIMUM 18' DEEP DRIVEWAY AND A GARAGE. ADDITIONALLY, ROADWAYS SHALL ACCOMMODATE OVERFLOW PARKING ON—S7REET W177-1 ON —STREET PARKING BUMPOUTS (30). TOTAL NUMBER OF UNI M 102 UN17S TOTAL NUMBER OF OFF—STREET PARKING SPACES PROVIDED: 102 UNITS X 2 SPACES PER UNIT = 204 OFF—STREET PARKING SPACES TOTAL NUMBER OF ON —STREET PARKING SPACES.- (1) SPACE PER (4) UNITS REQUIRED: 26 ON —STREET SPACES REQUIRED TOTAL NUMBER OF ON —STREET PARKING SPACES PROVIDED: 30 BUMPOUT SPACES AN ADD177ONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE PHASING. • THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES, AS SHOWN ON THE ROAD PLANS (IN CONJUNC77ON W77H BLOCK PHASING) STREETS: CURB & GUTTER PRIVATE S7REETS THE ACCESS ROADWAY SHALL BE MAINTAINED BY 7HE HOA. U77LITIES. • SITE SHALL BE SERVED BY PUBLIC WATER AND SEWER CON57RUC77ON TRAFFIC: ALL CONSTRUCTION TRAFFIC FOR THE DEVELOPMENT OF AWNITY ESTATES SHALL ENTER THE S17E FROM THE EXIS77NG DRIVEWAY AT ROUTE 2a DENSITY' AWNITY 1. 107 UNI7S/9.243 AC = 11.58 UNITS/AC AWNITY ESTATES.- 102 UNIT5/11.886 AC = 8.58 UNITS/AC LANDSCAPING: ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE W177q ALBEMARLE COUNTY REQUIREMENTS ALL TREES SHALL BE OUTSIDE OF THE ROW WITHIN A 6' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL 57REET TREES SHALL BE MAINTAINED BY THE HOA. LIGHTING.- NO OUTDOOR STREET LIGH77NG IS PROPOSED AT THIS TIME. UNITS SHALL HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS LESS THAN 3000 LUMENS EACH OUTDOOR LUMINAIRE EQUIPPED W17H A LAMP 7HAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN7AL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LICH77NG FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCAN'DLE. TRAFFIC GENERA710N: TRIP GENERA77ON BASED ON 1TE TRIP GENERA77ON MANUAL (87H EDITION) 51 SINGLE FAMILY UNITS (CODE 210) 488 VPD (244 ENTER/244 EXIT) AM PEAK. 38 VPH (10 ENTER/28 EXIT) PM PEAK.• 52 VPH (32 EN7FR/20 EXIT) 51 TOWNHOME UNITS (CODE 230) 296 VP'D (148 EN7ER/148 EXIT) AM PEAK. 22 VPH (4 ENTER/18 EXIT) PM PEAK.- 27 VPH (18 ENTER/9 EXIT) TRASH: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLEC77ON SERVICES RESERVOIR Wi4 7ERSHED: MOORE'S CREEK WATERSHED AGRICULTURAL —FORESTAL: NONE AVINITY ESTATES FINAL ROAD PLAN 010 1 off 0,0 SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA IMAM _JJ r 1 I �Lww J �+ - - - __- _--- -------- [I f r-7-1 i_ .awrawm __ _J 1 L_ I i - ! i i i 0 PROPOSED IMPERVIOUS AREA: BUILDINGS: 165,200 SF ROADS AND PARKING. 47, 225 SF DRI VEWA YS: 36, 720 SF SIDEWALKS: 19, 23O SF TOTAL IMPERVIOUS AREA: 268,375 SF (6.16 ACRES) PLACES OF BURIAL: NONE RETAINING WALL: ALL WALLS AS SHOWN ON THIS PLAN SHEET AND THE GRADING PLAN SHEET. AFFORDABLE UNITS. • CASH IN LIEU OF AFFORDABLE UNITS WILL BE PROVIDED (157a): 0.15 X 102 UNITS = CASH FOR 16 UNITS REQUIRED A i SHEET LAYOUT SCALE: 1" = 100' NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICUL7URAL AND/OR FORESTAL DISTRICT. 2) 774IS PROJECT IS NOT LOCATED WI774IN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO407D & 51003CO426D ADOPTED FEBRUARY 4, 2005, 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING S17E WHICH MEETS T14E REQUIREMENTS OF SEC77ON 4.2.2(b)l (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 5) STREET 7REES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. k�a �o roRry„gyD Q' �c?P� 64 I�E PIEDMONT VIRGINIA COMMUNny COLLEGE MILL CREEK LAKE REYNOVIA �q w�q MILL CREEK SOUTH 0c P MON FC9LO HIGH SCHOOL ELEMENTARY SCHOOL VICINITY MAP SCALE: 1" = 3000' ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 3A LAYOUT PLAN 313 LAYOUT PLAN 4 UTILITY PLAN 4A UTILITY PLAN 5 GRADING PLAN 5A GRADING PLAN 6 SITE UTILITY DETAILS 7 TRAFFIC, NOTES, & DETAILS 8 ROAD & WATERLINE PROFILES 9. ROAD & WATERLINE PROFILES 10 ROAD & WATERLINE PROFILES 11 SANITARY PROFILES 12 SANITARY PROFILES 13 DRAINAGE AREA PLAN 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 DRAINAGE CALCULATIONS 17 DRAINAGE CALCULATIONS 18 LANDSCAPING PLAN 19 LANDSCAPING PLAN 20 LANDSCAPING DETAILS KelF-AI 24 PAGES APPROVED by the Albema Ccinty C0mn1Ulni(V :)ev�!.- ' department Date_ �1-j0-1�, File �)v' Avinity II Range of Residential Uses Rezoning Allowable Uses Proposed Uses Block Townhome (min -max) Single Family Attached/Detached (min -max) Proposed Townhouse Units Proposed Single Family Attached/Detache A 0-20 0-9 12 5 B 0-30 0-15 15 8 C 0-30 0-15 14 13 D 0-34 12-32 10 25 TOTAL 0-122 12-71 51 51 TOTAL U NITS: 102 1) Within Avinity I, a 24unit condo building is proposed to be eliminated and in its place, a maximum of (8) townhouse units are proposed. 2) The overall density (number of units) for Avinity I shall decrease from 124 units to 106-108 units with the approval of this rezoning. The original proposed condominium building shall be replaced with (6) - (9) townhouse units. 3) The proposed minimum number of units within Avinity II shall be 60 units with a maximum number of 102 units. The density shall range between 5 DU/AC and 10 DU/AC. 5CO TT R. COLLINS'Z ,u No. 35791 Yoh°r� d I I ►� i iX ���' ' z z LU D 3 w LU O � E O O Z z o a L �t Q U U ar o V) Cie Ciert ¢ ¢ z Q a U u • a a d Q z w w a a oC L]C w w p i uO cn a- ce o Go co co 0o ao w 1-4 00 n t L_n N rl [v M Ct 01 R , Lod-� EXISTING S Y S i - - -- . .L AN IT ��n. $oar - _/ �Lo'�_�_ _Lor - li . " ABANDONE RIN P I CE r - - -- - - " - -- --Ar ' IS z r - - ` / ��/ ` �'. rr LOT L ` 5 E 0�Nt;I1 -���1 >ti � �„ EXISTING TERLIN�� so ('� i' 4='.. I- ABANDONED IN PLACE 1 i � � f L � 7-� . -r- 7- LOT;'' ' ' sty - - - --- -- -- - - i : , l EXISTING SANITARY - - _ - - -- - -- - - - -- - _ - - -- ---- -- - - - 3 sz.''r ;� Lar i i .-' 1, EXISTING SWM POND _--- 'OTT R. 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I , ; � 1 ' fl' { if ', p to fir~_ - - - - - 1 C�OiKAP1PA ,S A7ERN11Y f 8T f . aT LaT j 1 l �/ t r f , I - -- ' ' D.B. ,3257 P. 702 / �1' ez I Lor \ i f r J _ - D. �y 108© P. 17 ' �> �. 83 as � aT f LaT ° I j ff i 1/j ° _ - _ l `. f' 3 PLAT i i 1 III' j t�_- ff j. r' l7 EXISTING WA ERLINE --- --1 I I 3 1 , / N5 __ , 8e ! I / n , / T EXISTING SANITARY _ / 'i , 47B't6" �, I t rt f "�7, , 't�l/l SEWER i � i � + _ 4 1' 4 - w �� r, I t' M -J'tJ ,-`� _""'+.�,.,. ' ' / / rr� Y_- _ , ��� 1 ' , o �`I' _ _ '�- ���� � ''� - r' _ i I 1 I. ; J 07.E 4S ,�011w lil j w I 1, I- � ,V , f I i - y f �' W W CO CO CO 0�0 . - __ \ g J, I -1 I i I ¢ tD r� d Lq [+7 i ( _ �O p f TMP �0-35H i / I f I+ I - ✓' I ' , -- I f 471. �3 i i+ v J MES R. Q r I I � z , �., M M SS t ,' _ I D.# 2108 P 54 l''' ,' i ' ' I' ` 15' J _ t i _ - \ ` D.WB15 4 PJ 1 Q I t,1/ I '{' l -- i j '� � ! - fvfP � If I 1 ,iI I y v i 1 // ° 47.,2 i !• t / l / % �' ++ 1 PROPERTY BOUNDARY 0 ` i °`, _ . 11 J I / / , ! - r- i` l` - '1 t ( - - - - - i � ( i I ,I' i 1 I �`t % - / _ - f - �''"�-Lu / 1" ' ,' - Lu; '` ( �`� -- 1 I I - t f- _ * 1 l' i 1 , J t / _ — '— _ ° i� - i I I _ - v J, I �� l L — - ��� I - _ - f 1-4""�--- �- w '- i w _ / �, (� / w 11 'r I ' 1 I I t . _- _--� l ,i 1/ N I !� Q`/ lqr it I fI \� EXISTING PARKING �:OT ; TMP 90-35D A �r �,, / /' " _ = / m --- ---_-- \ ' ' I 'I / i' r ; i ,' - I NF - td HYPi RAULIC SAND COMF(ANY(NC. - - 1 - -- -- Ih 1 + j v I �' , TMP 91-16E'I i 1 �� D.B. 862fP. 200 N,IF AWN!TY ESTATES, LLC /,J `t j- I �I I I ; D.B. 4571 P. 88 3 f I ( i EXISTIN KAPPA SIGMA I / Gj X . / l I ' �. _ '* MEA RT R BLD ' I I / _ --_ 1 I I 4QU� s 'G I I ; / - .0 , / N - -� _ - c • \ { I, 3XIStING $" SANITARY ;+ _ / Q, / _ _ -- 1 _ _ i- _ _ _ � y � i I , ! /SEWER�LINEi //I s N z , j i I 3 / �- - /� N !� - _ ; -- - - i' 11 jEI 1�G ItVAT RLINE '` 1, 4, :5 / - 1y /i I \ 1 �i � _ // �' - I ! + / // . `y I I /' I 3 f f t / j i J -- / �., ,/ > - 'LLJ \ I ' SAi�iTAR SE ERE MT. �� i _- . I Y w S 3 ��, J Q \ �, + TMP 91—i A1+ i J l D. 2940, PG. 530 ,i J ' /'/ ;� / ,dui. �/ J j i l J z TMP 90-358 ' _ I N/F SCOT I SKIE' RQAQ� HOLDINGS LLC CO STRUCTiON ESMT. I °, = I J i l _ N/F SQUTHSlDE CHURCIf'/OF GOD c., - _ '', D.B. N P. Z3g i D.B,4564, PG. 258 ` 't ' i / f t > ai _0 ' 839 P. '1. / / \ i t� i0: i u� f I '1 f i r % I - - - -' , W — - , ! -- � '\ I I i - / ( � i J _ / LU< L5 �? ' : , I 1, / E-- z z �.. u ! �, i -- �' - ,%. f / I F--i 11 EXISTING + UILDINGS TO BE DE OLISHED TYP , ,1 ! , y - . \ s I �0 / ;' ,� J c ). 1 �.- 0 + I I �► TO 488. � �' ;' / J F� I PRIOR TO THE DEMOLITION OF ,HE MAIN ' ` , i I I V Rdt + % �' l - t HOUSE AND ITS ASSOCIATED STRUCTURES, r=. -v - -- , - \ ,,y \ 11 \, I ;` _�� 1 � E i 4& 1: i;' /� / i i THE DEVELOPER SHALL DOCUM .NT THE - - ` , I i 1 / ! /Z ( 6' ! -` / / STRUCTI�RES WITH LABELED PHOTOGRAPHS. - ' ' _--1. ` + w - w {{ / r 5 i' 1 1. T U� DOCUMENTATION SH�LL INCLUDE \ f ( / I (-4-_ t i ✓ t �`} ;' ;j 111 C,) W PHOTOGRAPHS SHOWING ALL SIDES OF.EACH d�' '� � p6 - - / w - ---- I I , , ' i d' / �-- S8 ' a p ' STRUCT�IRE, CONTEXT OF THE SITE, hp3 '" �' , ! 2'00'02"E 99, r Co / i I ' , A SKETCH 31b s,� i - ' S6157 53 ,E r , ^x'f , k� \sr b ;,, Sst 57 5� E 435.04 -- -- I — FLOO PLAN AND A SKETCH PLAN .OF THE SIT ..... ...:. - E ,HE 1', / , I _ [� . - - - - I I --- .)Edr_ - - J r �- XiSTING,COMMERCIAL ENTRANCE,., I i ! I f ,/ IDENTFYING THE PHOTO LOCATIONS SHOWN 73.46 , = ' 1 ------ OHE. -- -'j1 li �' 11 I j %\ -rr�E -�-- i TO KAP[�A:SIGMA PROPERTY � I 1 ASROViDED. THIS DOCUMENTATION SHALL ti - - dr;E --1 - --- _�! I W L,Lj BE SUBMITTED TO ALBEMARLE COUNTY "";` ---- - +'''} F- - -- ' `'!�E ---+- J�- - i I I' + .HE ; I_''Nt- 485.14 / + i W ,; fir � I i i PROPERTY BOUNDARY / /'`` f i i i l i' / I CQMMUNITY DE-V€LOPMENT PRIOR TO THE I "'�;rz EXISTING O ERHEAq ; �, ';� r + ; ul 5 EQUEST FOR A DEMOLITION PERMIT F©R ANY I f r ,I' j \, P�WEF LINE TO E ;i f �, , 'l(l '` � , 1 I i / � � I � z OF THE STRUCTURES. 1 REROUTED { \ C \ `,' ,ire y w Fz}y ! i _� - a��, i 1 1 ; � 1 t, ,4 i \\ � \, fi : 1 I' ' j L_ z --._ ."� f I i \ <- , E?�I TING Olf�R1=�EAD ;1''/ '0' ' ��IN ? , i I i 1 . ! ® W h-i = I / I o ; wary ,r,r EXISTING. BUILDING =r', S' POVIIERLINE & ESMT'� /�'. - tf /' t: ( i f t ( I W ��,• e, I m i ;,; ti{;ic1� TO BE DEMO1.LISI-IED , -_ n rr�r�N .d, =J 0� vdr,,&, '/� (TYP.} IS '1 I' `\ 1 `t 'M } 4 `' ' t r ` =\'` it g' I ,' �� !! ,• % / i I f j 1/ i � 1 -___ ad I \ , •);d; �.' r I r i iI It rr, \ } PIE /jam_]. r; ` i ` t 1 CV - a,Y°, i "I� q(1a4, as 'tq,dlj�„o 4 �. a�p60 '1 '� ,, I / Ir I x S t Ft ,aa4�1r\ a S"21; \ ' \ t 1 � r r%., it / I' a Sys Wyk`+t + ���d c'' �y y , , ,` 1 , i i f j ,)!• J' ! 11�€ � rr r j jr +l � t n u (� t r ` t I "1 adf�,� �f1 w e ,, \\ � i .J r/. _` F - [�)sI I 11 1 7 GRAH I CALEimi I �� rI rua�, b + I 1� � ° y� ,ttrJ dr n r�' b } / I I ,4* ` e,E °y e f d , dt,nn,,, - N: t0 I = '' 7'•➢ `a{�%''I��a", �:il,� `�j4 � 't I ` '� 1 i , ll i , 7 l ' / d 1 ( t i � // J I /; , 50 I 0 I i2 ' cn �,� rrb r � z a.d� ��a � , ,!�>� s�sa,,,? I 1 I � + � % ! I � y I °0 ! 0 W Z i I 1 i i I %' / ;., fi r /' / I,,ru 1 1 1 j, f ' �' 1 at'i YIIIIIIIIIII' j j' ? �. e,erusa N / /I / c _ L.e �, I NlF AYII lTY ESTA S, LLC �, I I I - - .. ,i ; r , / I I ( IN FEE ) f I GC V t D.B. 4571 P. 8 � j , 'I f' 1 - `FNE` 1 --- _ u, .W� ,g i°T � 1 \ A ( I + lr °` / J - 4l �" - - �.t Its tr i l ' ,J { / �i , 11 1 ]ri = 5U ft. ii ,+ a S t Fh.° � II I i f / _ ! �H r / 1 I u 0 I 'tf ,, �.�" � �, /1 , ' '\ I i + i ,I i t _ _ 1 n� ! j 1v �r; I If v + I +! I ' I �� i` �� \ ` \% ` �, NOTES \ I I\ ' '""Y to - �i j f I O . -: . \ k ,r ; 1 ,tdit,�'•,;,,t - `wMj_t �, BEN , 'i f 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP j Lu N , _ ;. 2 4 ` r" 4� f� NUMBIER 51003C0407D & 51003C0426D ADOPTED FEBRUARY 4 2005. o uj y t N8l' 2,6 W 807.48 1 / � = I " 25' ROW %`� r ; - r imp 2. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY ROUDABUSH GALE & Ef' 1 -"`� ,W-y-� I- - - _� '� t �__�_ = 490. '' ASSOCIATES. THE TOPOGRAPHY HAS BEEN FIELD VERIFIED IN JUNE, 2014. I JOB rvo. - �, EX. ROW -I - r �_ - - --=--� - ''-- '- -� 1 M DRtVE�. 3. MANAGED STEEP SLOPES EXIST AS SHOWN ON THE PROPERTY. 092033 »�� . z5' Row D.B. 3t7-552 - - , cm' _ _ _ _ _ _ t _ _ _ _ EXISTING MANAGED T _ _ _ _ _ I/ T- 4. NO WPO STREAM BUFFER ON THE SUBJECT PROPERTY. SCALE PHONE I I EXISTING GRAVEL DRIVEWAY ,AND STEEP,SLO,PES TO BE �MP si�1s8 ,', , 5. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 1" = 50' IMPACTED (TYP. lF BERRY, \ 11` i SHEET rva. PED ACCESS TO PARCELS 90-35F, 91-16B, } D.N 40 P. 389 ' AND 91-16A �, \' dr ' - ---- rt -_ - = �1 i , ' I +I � �' I�� I if i j 2__ 5 (j z �E ll W n W 7 v3 2 z w � U) 5 J J n O U 7 � O - , 5 N 1 W O O 5 E L ' I -0 x J� 3 N i_� U O D� J 5 D()�, � � v) J c 0 V D :3 L N �E j O 5 O J \ ;c J 6 J � �a )_1z) 0 >, c O D ;: 1 O D D L - E O u n 7 O x ,v ._ 5 E v I_ O o C:� V c :3 a) -0 :3 y O 7 0 <n 0 -5 0 0 a c u 0 > O ID co fn 0 oW C) 3 O ,�D C O O D_ 0- aI Q_ w >, I- O I [ , OPEN SPACE 0.073 ACRES LOT / ry 11 '1' jl `•�I•t'.i ur �' F�' `� ' � � LOr I -F _11 LOT 4 _ I 2 [T s' 1 r j 10 p �-- 1 LOT T i -- t -� r � Lo t _ I LOT t or ''"'j'('''•• ' t�'-�. I I LOT } F 7 LOT L07 t07 LOT t I, 4 - "- Z C>' } 92 jI 15 f8 17 18 t i L07 •(�`�'r(_` ..� . . 44 f Lam• Lor r LOT I I } to r xr1 tar LOT i ____ r I - 1 5 - 43 I -- — — — j I OT 34 for Lor IN PLACE 1 J I i ' 98 LOT i Or PRIVATE j_ Ir Y !' r } a 37 1 r j - } _ 7 — — _ } l 1�f L q } B } (31 5' ATE R/W) i! r � r I ~ �rilrr � _ . �� •. �'��ms LOT r LOT -- _I l I' ` 1=� _ 1 47LOT LOr } > � T � ~ r i 49 } LOT LOT I I T- ` _ 1 s4 (LOr --,A 1 ''•� J' _ 8 - Lor Lor Lor LfYr r Lo LOT 22 I 24 1 t 1 t S� LOT 1 -- '23 r! ?mn l to 20 21 1, LOT i - {, 1 1 I - � �--- - ;r < <y,�.,� _ , = - - -- I - � - 'ti ��`R � ` ''���:; Lor -7�.<. '--�rl � • ` -j--r_•':�-;�,....,,.. - - - �r-trva VOP LOT ' --'•��'' _ I 7 '�Jt- -1 i l I 41 1 LOT ` LOT 1V- I I r 4 t 4 I 1 lI` OPEN SPACE Lot 1 ,.:'..... I —a._01-4 ACRES AVINITY DRIVE VA6D-- -- - — -- --- - I' '2b3,''�,'` .h3`a'r'9i; :, :. ,`g'`v.t.e' !A�>'; '^t.y"gyL'�:.�, rt z'^,kai.',:.♦'F 3%;y . a >>>,ti.<. h., -w. >,: ,H`a<.`m:�s""'-,,--d-,' -- f >°a Ii i 11A_�--r--r _ "'\' �, a:\s,"s�Q;:. ta` :'���', :`\:, k LOT - YgJ >c a ,,:h'-_ _- --rs-`ro f:x .� `.',�. �"1_. r;'rr- •3" - -�h`---- r i'�:!✓:K., ..+�.,.. qa >�°,.,,.. y?,: 8 �.:�'- .-.--.C--t"_ -_ R�,i; wi�>96. '. \`i". :.fit \hi>;"2.`,. `p♦ I I N3>:.•'r`t, I1 i f oc 1 ^,4 , I I RYa J L[ ♦ L , , as I 89I g.h. f y a rt x' yy � y 1f I I 2 ah U ;,:„"`,•..Y` ,fir a. r 1 L - 'i 1 3 1 ll �^ r I. xa• V'`�� .� L If z +R v , � v " ;� 4h 1 _ k` f i. I - I r for-i �. 03 I 1 � i- I L- __�I ;�;' �''a��,`";���`,.♦;,' :. :, yid «� t��: � � f>` . � .<.�;y: t_ � to t �; - - il,l-'`h',p"'\�•"Rh`K:' .',.fit. voyy, "w�>„s, w + L s ".-'� . _, } �ka." 1 81 �� 1 , ♦�., ..�.. \ :a a>a;rrKv. >, 8g L 1 ti -`- --. �>„K,`• 3' 1 L � ` �', F—jS$ . � 74 L LO'r I � Lt'7T 73 LOT LOT 1 3 I 1 JJ I [ 83 I ♦R � 1 07 08 \ °2`.1 { � i 1 II R . �, •� >', r.*�etn + i { - .Y L 8 - - Lora iGp�`�.:i _ _ •,�\• J7 yh� LOT107 II ,r } NII� ' ��` _ _ ".,.-�� 1 � '<a ,•�. a,:W�s;:,•ry�`;�� .,a. i y {'`^ (' d 3AVINITyLOOp M r !Or " rrt- (` I O'AIYfVATER/yy) - a^a ' '.; ,.� rye_ �; ♦ ".,.r,''''". w j �tl5;jr 1 h*: I11. is I 57 LOr-} .....,.1 � 58 LOT-- - Sg LOT L 2- 1 60 OT Lot of J62- If LOT, L4 tar LOT I - ea LOT } 85 I Lor 1 8r + 88 + tar LOT LOT L, 6 7 LOT LOT � I 80r Or LOT LOT LOT f I A a Li - I I i 1 I ------ - -- _ ' i'' Lj 1� '1 4 Ij} --------- - 41 II 1 I: 'l I' I II , 1I 'I - u \ Ni hoc I I I a: OPEN SPACE 0 4 74 ACRES •6 OPEN SPACE CALCULATIONS: TOTAL OPEN SPACE REQUIRED: 25% TOTALACREAGE AVINITY I: 11.199 ACRES AVINITY II: 11.511 ACRES TOTAL ACREAGE OF AVINITY DEVELOPMENT = 22.71 ACRES TOTAL OPEN SPACE REQUIRED (25% x 22.71 ACRES): 5.678 ACRES AVINITY I OPEN SPACE (RECORDED PLATS): 2.395 ACRES AVINITY II OPEN SPACE (PROPOSED): 3.303 ACRES TOTAL PROPOSED OPEN SPACE: 5.698 ACRES (25.1 %) NOTE: THERE IS AN ADDITIONAL 0.058 ACRES OF OPEN SPACE IN AVINITY II THAT IS NOT COUNTED TOWARD THE OVERALL OPEN SPACE REQUIREMENT. -_` �-----�` -----_ DEGRAWSTR���-,i.,�1�: NAR. ti1TRI An ;j7f OPEN—SPAC > c d 3r Lor r LOT2 J j( u LOT ' LOT4 + f LOr5 :. '1 cor6 r Vic` 1— Lor? 11 I' Lors j 4 Lore r u� 11 r '� r Lor ro 6 I •I LOT 11 I I d '} LOT 12 - i • tLOT 13 � II rl 1 '-S�Yy+SC Rbi`Yi .:,t.: •rF'Y a�i' LOT 20 Lor 1e Lor to LOT 17 I I LOT 18 LOT 15 LOT 14 I I r � 4 4 II ♦ _ ft I ' - I L 21 22 tOT 3 I L0T24 LOT25 LOT26 L I I ` 1 - i I _- MOFFAT STREET - (VAR. WIDTH PRIVATE R/W) "11100 I' LOT61 Lorso II LOr5s 1� Lorss I 1 LOT67 LOT 56 SSAAt LOrss 'R t LOr53 LOT 51 - LOT so II LOT49 - -- ----------- LOT48 LOT47 LOT46 m 60 0 30 GRAPHIC SCALE 60 120 ( IN FEET ) I inch = 60 ft. - � OA�jo,r OF � WSCOTT . COLLINS� No. 35791 240 z 0 93. U) (1) W Q z 0 rO Lr1 U) Lu ■ 'r ■ rr ■ I ■ r r' - r I MWE LOIT 45 I 'I LOT 44 LOT 43 LOT42 / f I ' - I 1 11 1 I II II —J- _j— lOT27 LOT28 LOT28 I�, LOT30 LOT31 LOr32 LOT33 1 LOT34 LOT35i LOT36 LOT37 L0T38 LOT38 LOT40 LOT41 ' I I I l -- �`— �w - BBLE DRIV I I OPEN SPACE --O:E}�1 �4GR€5--------------------------------------------------------------------------------� I I PHONE ; I PED F-1 r ' m j Lu Lu u Ou V! ae O O Z Z z O Q 4� Q U CJ C { ��v//, emu/ Q O J 1 j W W < Q m Z i�-i 1a W W (� m a a z a i o a W W (� () 1 !I t!1 a. 0 0 1'n ao 00 00 00 00 °�° W . 4 -4 -1 -4 -4 ,--I � .-1 N M d I" O1 9A LOT i LOT ■ NOTES: "'- 19+00 1. AVINITY ESTATES DEVELOPMENT WILL BE ADDED To .� THE AVINITY I HOA TO ESTABLISH ONE COMPLETE HOA, SHARING ALL THE AMENITIES, OPEN SPACE, ■ "�- �\� AND MAINTENANCE RESPONSIBILITIES. ■ `� 20 2. TOT LOT BY SITE CONCEPTS - MIRACLE RECREATION - - *00 (E) ""'^-- / PAVED TURN LANE ON ROUTE 20 CONTACT MR. GEORGE NQVEY AT {434) 823-2745 w -� _ ,, ROAD ACCESS AND "" FOR CONSTRUCTION VEHICLES FOR EQUIPMENT INFORMATION 3 UNITS SHALL HAVE A PORCH OR CONIC STOOP THAT = ■ CID - �' ' - MAINTENANCE AGREEMENT `� DB. 795 PG.437 SHALL BE REMOVED UPON CONSTRUCTION COMPLETION WILL EXTEND A MINIMUM OF T PAST THE GARAGES. ■ U) ` - 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM w THE ACCESS ROADWAY WILL BE THE ENTRANCE CORRIDOR SHALL BE ELIMINATED, w 5. A PUBLIC USE ACCESS EASEMENT SHALL BE U) MAINTAINED BY THE HOA 2>x� PLATTED ACROSS THE PRIVATE STREETS WITHIN ■ \/�� AVINITY ESTATES AND THE EXISTING AVINITY ■ w DEVELOPMENT TO AVON STREET EXTENDED. THE J PUBLIC USE ACCESS EASEMENT IS PART OF THE PLATTING UNDER THE ALBEMARLE COUNTY PROJECT NUMBER: SUB2018-00142. 2E PROPOSED REMOVABLE STEEL BOLLARD ` COMPATIBLE WITH KNOX BOX LOCKING `\\221100 SYSTEM FOR FIRE & RESCUE / 0 (So' FROM EDGE OF ROADWAY) SEE DETAIL SHEET Ae G � 45'R OAlv O l j 55 66 LOT r EMERGENCY ACCESS TO `- l t f'!! �fj' 'j J DOG PARK .� UTILIZE EXISTING ENTRANCE ` N FROM SCOTTSVILLE ROAD f \r \ 1 (J+f -- i !j rr ? 10,000 Sf ' \' 1 , ACTIVE & PASSIVE RECREATIONAL AREA -..., ACTIVE REC 14,357 sf PASSIVE REC 6,000 sf --, 1 1 COMMON - E LC)T I f + -\, OPEN SPACE - i - I e 101 } -\ If + o j ROAD ACCESS AND !, Po 2.24 AC. NCY ACCEs — I - - 16+00 MAINTENANCE AGREEMENT t (DOES NOT INCLUDE EM RGE If If 0.38 AC. DEDICATED o �2 ACCESS EASEMENT) DB. 795 PG.437 '- ` '`--;_ I COMMON TO AVINITY 1) 16+00 i OPEN SPACE ��;.- . 1 ry, LOT ? 0.33 AC. Lu 02 11 p 1+ PROPOS D EMERGENCY ACCESS 8& a -�17+ - f AC EIS INTO AVINITY II $HAL BICYCLE/PEDE TRIAN ACCESS TO AMENITIES. o 00 1 BE�ROM AVINITY LOOP � � ,' � PROPOSED SWM LOT 103 � ^ � �- � ¢ � _ � I LO,C YED WITHIN THE EXISTI , REMOVABLE BOLLARD COMPATIBLE WITH KNOX , FACILITY FOR ROADWAY. ACCESSAROAD SHALL BE UTILIZED AS A VfH � "-- 1 -! *- ,( A IN�TY SUBDIVISION - DISTA CE BOX LOCKING SYSTEM FOR FIRE &RESCUE TO AVINITY ESTATES FROM PROPERTY LINE DI BE INSTALLED TO PREVENT VEHICULAR ACCESS CONSTRUCTION ENTRANCE FOR THE 1 - -j 1 BUT STILL ALLOW ACCESS OM EMERGENCY DEVELOPMENT OF THE AVINITY 11 SECTION. o� - ,' J N AIREST INTERSECTION IS 8 LOT 104 )� , TO THE INTERSECTION OF s VEHICLES ' NOTE: EXISTING GRAVEL DRIVEWAY TO BE 1=-\ {7 AVINITY LOOP. :; I UPGRADED TO A 20' GRAVEL EMERGENCY ACCES; j\ J ROADWAY. EXISTING GRAVEL DRIVEWAY SHALL E LOT 105 _ 1 �° l PUBLIC USE ACCESS EAS E HALL UTILIZED AS A CONSTRUCTION ENTRANCE FOR ` PE PLATTED ACROSS THE P E - ' ' THE DEVELOPMENT OF THE AVINITY II SECTION. STREETS WITHIN AVINI TES _ { + - - --, rr (P) VAR. WIDTFf� A -- -, t JAND THE EXISTIN SWM MAINTENANCI~, , LOT 10S - j 1,\ 1D VELOPMENT TO AVON S REET EASJMENT -`--- -- _._ \, I E�CTENDED. THE PUBLIC U E ACCESS ' /---------- ---- - - -\\ \( EASEMENT IS PART O� TH 'PLATTING EX SWM FACILITY --------- \ , °° � NQER THE ALBEMARLE UNTY PROJECT FOR AVINITY I PROPOSED HVAC LOT 107 NUMBER: SUB2018-00142 PROPp UNIT (TYP'.) ,° ACTIv SED c REC. \-l`,/ '�" AREA - TOT pT PATIO CLU FAC..C}USE TIE INTO APPROVED AVINITY I / 1 ACCESS DRIVEWAY SHALL BE 12 WIDE FROM ST, 16+50 TO STA. 18+50 AND FROM STA. 21+50 TO STA 22+00 ONLY o '\ /ROADWAY (SDP201500026) % 16+0 2' WIDE CURB CUT WITH 8' LONG FLANKING \o \1 o, \= ; PROPOSED CG-12 SIDEWALK TRANSITIONS ON EITHER SIDE FOR EASY o PEDESTRIAN TRANSITION. CURB OPENING TO (TYP.) PROPOS,ED CG-12amp o 86,`°o fi \ (TYP.) ( ALLOW THE FIRST FLUSH TO DRAIN TO THE Y\ ,` l i PROPOSED OFFLINE FILTERRA BIOSCAPE VAULT. STR. No P,v�KING I 22 SHALL SERVE AS THE BYPASS INLET FOR LARGER- '" `- SIGN TYP STORMS. SEE SWM PLAN FOR ADDITIONAL DETAILS. f 1 8* op "c4� n� 3 0) 'pS'STREET SNO IGN PARKING STREETS``LID VPDTT `GSIGN AR. W- -�TREr` �S'S, �2 a+ 5+ -" At ?+9,. �3 P�tOPOSED PHASE�- T l PROPOSED Cu-CG=co 80 I � ; ,` r j t LOT 1 (TYP.) ? (P) ^ - 6 , a Lam` 'pis i (�YP.) 9- 6 ' i ;1 j 'i I� NO P RKIN �� 7- SIGN TYP) 1(P} STOP N ! ? l�cv _SIG + j - - $7` cv ,M LOT 60 1 ~\ �r COMMON I 90' 50 Jf� r- L 2 I I J --___ N f t OPEN SPACE I --•. ' < 71 I Im + (P) STOP St N JIT J D I `NI UNIT (TYP.) HVAC 0.12 AC. a - 1 LOT ++ �7 0 iN I LOT2 ;� `? J `tP DSCAPING' 1WIIT. 1\6 j RONT1gRDSE BACK�� II _ _s1_�. ""--."•-•._ \ j t LOT 59 PRO OSED C -12 ? m l W F" - � I ? � l I � � �! � . � 'c�J °� � 1 10' REA SETBACK - 90 P.) j f - - - 71 `V LOT p1 ~--- 1-- PRO OSED CG 12- t W W TYP. f - I--��, 71' - 1 N t.L1 I ( 4 1 LvKI 1 1 S_ ED G 12 II.1 F- Q , <vl � LOr3 1 'Z 1 O OSED C � 124 � c�NI IN �! t,.. �, _ 91 c i r—- W Z 10 REAR SETBACK I I N I �\ ;_ ? N Q (TY . ,- - 1 a f LOT f100 - �l Ml -- _ T CL LO 58 oLu. 1~ `L N O-- y 71' 20' Z co 1 90' 65 t CV — o !~-- � I _ I IiN ; ! f-- I M THE _ _ ROPOSED 8 WOODEN FEN E TO B INSTALLED 10 FRO l ' 16" B d� �,, ,- -- _ _ 71 o I I N LOT 9------ ! ,� -- _ l LOT cvj �\ S� 91, OUNDARY LINE OF H LC� PA SIG A PROPERTY. PROPOSED cN ? 4- ND G -- -� 1 r ijN Q� `�1 - SCREENING CONSI TS OF A STAGG REt1 L NE OF DECIDUOUS ND L P N S APIN L - _ 71-_ it Q` 1' _,.� LOT 57 CONC./BRICK I 1 5,; l IP 6fi I + - Q i"12 EVERGREEN TREE , EE LANDSCAPING P N. SEE D TAttTHIS SHEET PATIO (TYP.) 1� 71 I� FOR THE WOODEN PRIVACY"FENCE-�-- I 37' I cN � --� ? j I 8' L a O r e ''C....( s 1 LOT 5 o I L T 67 o - � - � . 71- cN 6 + Eo l f ►� o o - __ _ __ -- - __ CONC.lBRICK I G OMMON OPEN SPA E � N � h r * ` (PjLTjES TO BE O 1' NE ? LOT; ] r l- " -- - -_ _ 8S�^ ` PATIO (TYP.)- 1 =V NO P RKIN . UVELJ_BY T H (4.06 AC.)l 1 CN _ - -SIGN P} "� - �� b A ���� -- m.7<,;. ,,,.J _ - BETWEEN � � � J r� 71 , `, . � _ -- _?! NQ � � PROPOSED VAR WIDTH OPEN SPACE ._ jj&r<>:. - _--- - lY- �' j j! -+ \ - G 6 LOTS AND THE PROPERTY LINE FOR - ,as a 9 _ -S, LOT 5 PROPOSED SCREENING. OPEN SPACE rr - SHALL BE OWNED AND MAINTAINED BY LO � 8 \ (------- --- --- a tiff � (P) 04 6 f ". - oo 'PROPaSEP1=F - - ;:a' M 1 -c HVAC UNIT , + THE HOA. SEE LOT 6 - O J_- _ 71, \-1� j iv° LINE ,� 1 3 3(TYP) EE THE LANDPLAN Lod 96 o FOR THE PROPOSED SCREENING. 30 0 15 f v ro :\ LOT 55 \ 10' ! I r 90' ( 0' _ j' ,- - 1 \ Y l 1 LO 9_? t sic Fic + M "",-- ?? + + E/P E/P N ? DE KSSHAL NDT cN ! I MATCHLINE 2 - SEE NEXT SHEET ■ ■ ®■ ■ ®■ ■ ®■ ■ ® C� 11 II LOT 7 = i - F/C/C v� j 01�T�F 70 c + I AOCH MO E THAN 4 71' ?1 - 91� j ■ ■ ®■ No ®■ ■ ®■ ■ ®■ ■ ■ ■ ®■ ■ ■ ■ ®■ ■ ®■ ■ ®■ ■ I J r r ETBACK TYP. tP n►r�,� 0� SCOTT R. COLLINS'_ No. 35791 I1�171r�K ��° ONAL w w w 0 0 w � ► O O Z Z t--� z C U U p p u- 0 Q Q U U U¢ ¢ z z ¢ Q ¢ Q a a aw Uw ) V) o a ¢ ¢ z w w > � a a Ce °C w w `5 O Ef) U) a 2 0� C C) ■ cv �, < ■ Cal ' � o J a r z a r n, d'' �// O x t. (D s U ,0 Q Q N uj o � � a `v' i E Lij W a z 20POSED 3 BOARD FENCE CHARLESTON GREEN w w z -COLOR: U) ~� w d , V) Lu . �" t W 0 rVIO # ( a PROPOSED 8' OODEN PRIVACY FENCE COLOR: TURAL STAIN N 0 o-+� HIo �ALE Lu a Lu 0 60 \ 120 a ili D JOB NO. 092033 ( IN FEET ) a SCALE inch = 30 fL. 1 of = 30' ■ ®■ ■ ® ■ � ■ ® S H E;7 u 0.12 AC. N ! LOT 2 + J' ' LANDS 'APING T 6' 00NT'710 E BACK Ii� f + .`_. . s--? ` x, .•_�" z `�H + W I + ? 5—, LOT 59 j - • . J i PRO OSED C -12 1� W , j +- _ _ _ _ it 7I' j !N j LOT D1 -- ! f F.. �+ PRO OSED CG°12 10' REA SETBACK 90 ( P.} - I + �+ 74, c`v W W i (TYP w"�- •-_ 'COTT R. COLLINS'� i (!) N F-- r i C1. J LO, 64 I; + _ -SE G-12 �f Q - 9?, 14' U No. 35791 j LOT 3 I W Z o osED c -12 ! N I r �, 1 i �+ �-- 1 �" w� 10' REAR SETBACK i -" f }_ (TY i- - _ 71� , - �J ! 1 N 1 +? LOT�ic - 1a f �o N titIx° ( \o J W - Lor58 IC 20' 71' 1 Z 90, 20' 21Q' -O65 ION�L EI1 .-- r 1~ 1 1 n! � _ 7t_' --1-� N 1 - _ i J ROPOSED 8 WOODEN FEN E TO B INSTALLED 10 FROM THE LOT4 NpJ6' S ;+ LOT 9- - - 91, r- r OUNDARY LINE OF H PA SIG A PROPERTY. PROPOSED N G - - �_ - i `� If I; - SCREENING CONSI TS OF A STAGG RED- NE OF DECIDUOUS ND M + �I. ;~ N c I -IN LCo 66 i = �1� Fi d t`�1' LOT 57 EVERGREEN TREE ,.SEE LANDSCAPING P N. SEED TA1t-T- SHEE ( CONC./BRICK 1 I g f TRIP Z PATIO (TYP.) 90'r i 37, 5 _ 71. �� 1 cy + F_ FOR THE WOODEN PRIVACY_FENC; ;' Lors L 67 _ ,,, PHIC SCALE o �o J!I OMMON OPEN SPA E I t a - _ CONC./BRICK 30 u 1 60 zo U I + J -- I LT1ES TO BE O E - - PATIO (TYP.) `- - - NO P IN :o E Y TfiEi€3 0.0 AC. ib LOT 1,9�% log ;---- - - LL $ '_-P __�....__ ` to ! _ t ) I r N i icy J ¢n� J f r -- -- __ _•.-•.r--� u) f2 w + SIGN TYP) ��m, ( Y - ' - - -+ � �1, �'��'. i a �- _ -- - PROPOSED VAR. WIDTH OPEN SPACE BETWEEN "-�m�-�•-- � z z � L ,- _ � � I + ( IN FEET) >- w w F- --- -- _. 1�-- E'' ( J i+ - __ _ _ ° s..W:„..: ;<... - ---__ Nth p G 1� - L \ LOTS AND THE PROPERTY LINE FOR = 30 `; � x ¢ �u x°A 83 T L ---- 9' -•- _ f w 1 , - S } OT 56 + PROPOSED SCREENING. OPEN SPACE inch fL Q � 2 U) - "� __ f - 1 (P) �cv SHALL BE OWNED AND MAINTAINED BY o o W Si PROPOSEDTH HVAC UNIT �� THE HOA. SEE THE LANDSCAPING PLAN ¢ M 1 � LOT 6 ° ? J� . _ - 7r � rN �ILI(v E - � _ J 3 ' S' (n'P) ' � CL �, z z z ¢ ++ j + LO 96 -{N I I f - -. _ems FOR THE PROPOSED SCREENING. 1 a O o 0 0 , 0 LOT`69 -,_ 71' f E/P-E/P = o x u u z z ! Jrn N _ _" A c'v LOT55 1Q '� z a r~ 90' _ J Z1Q` ! ~ _ - 71 I i ro F•/C F ( cv cn a. n. cn U) u o ¢ ¢ z " _ I ! I I LOT 9fifi~— /C MATCHLINE 2 - SEE PREVIOUS SHEET v U E/P E/P f' i 1 S a o z / r KS SHAL N T N r J ¢¢ --- N , s-GH MO E THAN 4' j N - ®■ ■ ■ ■ ®■ ■ ®■ ■ ®■ ■ ®■ ■ ®■ ■ r ■ ■ ®■ ■ ®■ ■ ®■ ■ ®■ ■ ®■ ■ ■ ■ ® z cwn cwn c i■>•■■ ■■®■■®■■�■ LOT, D J; LO 7p 1 - _ 91' 1� w w a. F/CITaR 71 ( o o ¢ ! +; 1 N ETBACK (TYP.) `i J IP -' j 2 w W 71� r`y LO `�` �+ N j� -1 U) cn a. C L I T, LOT ..y 94 1 + J 54 ¢ cN�1, � "� t- LLI � 91 7rY oGLO 71 o �¢ ce j T i ,_ c*> u - - - - - - m► Log J _ + _71' I Lo r— 1 - - _ s,' i'� T 93J-- �,.¢ L fN LO 7 1 `-; J LOT 53 N i 2 71 t. li z its 91 I - -- f LOT - _ -'?�_ 1 N LOTS= ,_ J roll f EXISTING KAPPA SIGMA a _OPEN SPA �__ _ -_ ._ - _ PROPOSED 5' SIDE (+v 1 ►.(j 1 uTIUTIEs T� �o w�EQ y ► -- -_ - ___-,-- - _ -' IN '°y 0 ( -_ �e - =--- _ - _ _I HEADQUARTERS BLDG. SETBACK (TYP.)001 f18, TAINED BY THE 0� A -) - -- ~-- j j LO 73 _ _ - -- _ -- 84` _ - - JF fi 1 I LOT, =`�I \ LOT 52 � Nj LOT 7 NI r LOT 10 - - - - JJim 4 o' M f /��_ I� II u?� i +--� _ _71_' �: jn► I J CONC./BRICK j NI LOT o J PATIO TYP.) -.- JI LOT1 I , j-i 20'+t`� LOT51 cn 93 N c+ov -1_ - _ _ 70, ?f I V , J N1 �1 Lor j - �+ I ! N J LOT 8�_ i - j 11 -_ 1' NOTE: 37' IGHT OF WAY ? - NJ z�LO 76 (j 71 91 w � ` o ,—a c) c) cv7 SHALL EX END TO THE �` l + - _ - =+ ` + �- ` _o -•�- �� a _w _ PROPER LINE FOR A k+ ss' ) -- �.� LOT Sal `R -� 9 J POSSIBL ss'� s �, + LOT 8_v -- I 1 tV r If I N , 1 _ TOP 488.5 --=� (� POS CO NECTION WITH `E'�"`-x- - LO 77 THE FLIT RE DEVELOPMENT I LOT 12 +� N - + --+ PROPOSED 10' REAR J VER T 484.8 b- OF THE RCEL TO THE c+� - I -- - -- --_ �- _ _ - + SETBACK (TYP.) PROPOSED 8 WOODEN FENCE TO BE INSTALLED 6 FROM THE NOTE. IN ADDITI 1V TO -THE-3••--"�"' WEST (T P90-358) I �I _ - r LOT j + _ I BOUNDARY LINE OF THE KAPPA SIGMA PROPERTY. PROPOSED BOARD FARM FENCE, THE FINAL Im 141 CIOI` LOT 49 SCREENING CONSISTS OF A STAGGERED LINE Of DECIDUOUS AIND DESIGN OF THIS AREA, N j TQ --- t s i EVERGREEN TREES, SEE LANDSCAPING PLAN. SEE DETAIL THIS SHEET INCLUjNG LANDSCAPING i 0 w 98' � '� CO + I � _ � DE SHALL.NQT - - � _ � .�,-�,.,-,.m..• ENCROACH MORE THAN w-- _. - - � .> - ,; 1. FOR THE WOODEN PRIVACY FENCE `-"�--�--��--•�.__.�.�DESIGN, SHALLC NFORM-•WI°TH--��'•""""P - ¢R�R ARf) 70 8\ PROPOSED PHASE PROPOSED HVAC a i LOT 13 OT 78 sETI�ACK (TYP,) _ �' ARB REQUIREMENTS AND CONC./BRICK COMMON ? ` r I _ _ _ _ _ _ _ P 'Q3' I __ LINE (TYP.) -- UNIT (TYP.) CV e �j cy)11 1I _ 1 -6s _ O -- -- - _, CONC./BRICK REGULATIONS FOR ENTRANCE CU S °----- - ❑ I r. NO PARK - $-� _ =- -- PATIO (TYP.) CORRIDOR REVIEW. 00 PATIO (TYP.) OPEN SPACE] - r - - -- m 0. 174 AC.� 51G (TYP) 9 I I cv ° — tI j •nu. nF�'n�,. , e -YGrr �.ra a::h'a7 "�r> LaT 661 I �`_ Y `. --_-- - - ` ` o 1120' I - - - 60� - o :3 3 :r o 1 - - - _ �- 0) E SECTION OF 3 BOAR -- _ -- �-- -°4 - fig' ❑I HVAC ---- - - - - 3' (P) FENCING WHERE SANITARY SEW , ` ° - '_`- "" �W •- I- - - - - UNIT r i NO PARKI�i E - -- - ~ W c - 33' 22' 22' —28' 7' 20' �22, 4=- N I -- _ I N (TYP} - - - - - ° - ---- - - _ o -- - --, --- - - - - - - - 1 -- - _ / �-.-1 SIGN (TYP) EASEMENT MEETS FENCE LINE i I r` J Q ,. Q - - r r ( 29 o NO PAR ING LO �O NUT , ' 4U�. 4' I I LOT 5 Hv " SIGN ) - 69 - _ I I AC U I I /�` Li.. ❑ _ _ ( I I -- - -- � I � 60, � '�y'' I I Cep I I (TYP) � I (P} I I d r .� � � i � � v - -❑ ❑ - - I--==-L---� 6' I 1 O HVAC UNIT `L R U LOT 1 g - - - - - - - - - - - - -- - - - r z i ``' `" LOT 48 LOT 47 LOT 4fi LOT 45 (TYP) Z �\ W J a LOT 0 LOT 18 LOT 17 LOT 15 'LOT ?4 — I LOT I' LOT 44 LOT 43 coo �� �\ //Lu � J LOT 1 fi ; N L 81 1 I LOT 42 , (P) V R. V1>SIDTH S I ` P_ D - I I I SWIM AC ESS & °I P POS D Ci -1` ,4i�- 69- o (TYP-) �° I �� MA�hITE ANCE Q ~ I I Pa . A _ PR POSED G-12 (' _ LOT 3 a ,.. 1 I LL- ( r� ( STOP s SEMENT J { ( P°} L - , 3 PR POSED C -12 �I ROPOSE� 5 _ II (P) 2- 6 HIGF�,'EA LE;BAY 1 $2 I--------i �� ) -- -- I-- I -- °t I 1 i RETAWIN PW LLS COLOR: <C < P!� - -- - ETBACK P. _ 4 (� Q �(" �48r I j� ` l PRO OS D CG 12},>5 5 - PRO SED CG f, �, JAMES RIME �. AA iI 1 — /16, 2 2 , 8; 2 , r'<p SIGN (uj TY_P. 15' 141 _ _ �� f `, �� 0 s o 20' 4 10' 2^ ' = 32'-- = 33' 17' J� 13' fi = 32, - - 9' 2 , r'/ (E) OVERHEr4D J �2S, --- /' POWERLINE E 0 11+00 a _ ° V 1210 13+00 O ` /' p Lu u. c\I— g 14+00 '4'3. 7+00 y OPEN SPACE ' ,/ & 20' ESMT V �v °'v _I`ivo PARKING— - - : 15+00 MOFFAT STREET 16+00 _ r— 1 �p,b Y ; d.86s AC. W L NO PARKING C3 t% + r — SIGN (lYP) 3�j, �y a 10 ao ��,, O �3 SIGN (TYP} (VAR. WIDTH PRIVATE R/W) (P) p(10 137 32 - 27 ill-)— 10 — 28 — 32 _ 16 2z+ - 3 " • o 3 �"t f { // L \ p — ..PORCH EXTEINDS _ -% - - -2 --- 1C_. NO PARKING �- Z PR POSE CO-12 15' 15' ~ —., � � 22\ �' — --- _ / O SIGN (TYP) l (-ryP.} 3' PAST GARAGE - PROP SED G12 - — -- -- - ---- --- - _ ,L I-' `- '� (TYP.) -� TYP.) 15 _ 15 Urt! W Q � I c I _ - -I _- _ _ _ _ y ___ _ 6' LAN SCARING ESM 6' FRO T Y RD SETB CK PROPOSED 1 d SWM CCE �S ( ) (I l � �l i i + LOT 2fi - - i „a-- TYP. I-_-- — ROAD -GRAVEL ROA G / 1 LOT 3 ( -- - i— 'I I' I LOT 24 LOT 25 O � � II - 1 � � LO 21 L T 22 I w o) I - I EMBEDDED INTO SOI (FOR O LOT 27 LOT 28 LOT 29 I LOT 30 LOT 31 LOT 32 LOT 33 I LOT 34 LOT 35 LOT 3fi I it LOT 38 00 It STABILITY) WITH *ER OF LOT 37 LOT 39 LOT 40 LOT 41 � 1 - TOPSOIL (MAX. 5L PE=20%} P ROPOSEDS DE , P I - � HVAC UNIT CONCJBRICK /ry (TYP) - - - - - - - - - I - - - - -+ SETBACK (TYP., t I � UNIT ' � I I PATIO (TYP.) PROPOSED E 3 BOARD O R E RM / � + -- -- - - - I - --- I- ----- - --- -- --- -- -- - --- --1 I -- - -' - - I- - -- - --- / O 'f1, J� - - I II I - - ❑ o I ❑ -- - - - I � I ' I� SCREENING FOR, HE - - _ - - - - - -- t EVELOPMENT/ SEEZ DE T L ; 0 SHEET 3A FOR FpNC , , T - 2' 2T 3 ' 3 ' 8' 8' - 2' - 3T 38' - 3 ' - _ 7 _ - 3 3 ' 3 ' ¢- / C? / 49 � :r 2, COMMON CONC./BRICK PROPOSED 10' REAR fi' PROPOSED 8 WOODEN FENCE TO BE INSTALLED 6 OFF THE PROPERTY/ E3 cli - - LINE. PROPOSED SCREENING CONSISTS OF A STAGGERED LINE OF (P) 4' HIGH DIAMOND PRO ; Cm p / Ul OPEN SPACE PATIO (TYP.} SETBACK (TYP.) / + O � I W.- - - --_� ]0B NO. 0.021 AC. --- DECIDUOUS AND EVERGREEN TREES, SEE LANDSCAPING PLAN. SEE SEGMENTED RETAINING / aED AR. �IIFIDTH 9REPI BRAG€ BEAN€1=1�1 NOTE:BERGEN_STREET 3T RLGIiT-OF-WAY CONTINIlE_ST(2�OUTH PROPERTY LINE FORA _ _ PR PO [5 VAC WfDTFi-OPEirCuPJXCE Bg`TWE€fit `---- -- - p_E_T�Cti= ©N SHEET 3A FOF�TkI€_ PRIVACY- EENCE_DE_TALL__._ - - - - WALL -COLOR: BLUE RIDGE 4 9 0./ 3 ' 092033 LOTS AND THE PROPERTY LINE FOR O IBLE INTERCO €CT{aIwWI FH-TFIE F(1TfRE BEVEL®PMBNfifJ�TFtPARL i°�7-TH LOTS AND THE PROPERTY LINE FOR -�=v` j, `I / / " - PROPOSED SCREENING. OPEN SPACE SOUTH PROPOSEDGF21tN,C`OPET�IatAC - w - -PEBBLE Vf f SCALE - SHALL BE OWNED AND MAINTAINED BY SHALL BE OWNED AND MAINTAINED BY / / i 1 - 30 THE HOA. SEE THE LANDSCAPING PLAN THE HOA. SEE THE LANDSCAPING PLAN - FOR THE PROPOSED -SCREENING.- - _ _ _ _ FOR THE PROPOSED SCREENING. C SHEET No. i H 0 c l .� 3 U C N QJ O 3 I NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR AVINITY ESTATES ROADS TO ANY ROAD 1�r� H O EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO Air- I j EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. �C 1-w w� SCOTT COLLINS12-71 e 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE r' THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. W ' = � ` w N U No. 35°791 � i ! ! 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OFALL ROADWAYS, PARKING LOTS, ALLEYS, w MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR= lei bw c� TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES ■ EXTEND 10' WIDE TURN LANE ? TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING ■ I �t4 f � I SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGEAND PROPER ELEVATIONS FOR -r=. 3 � � � w-_ \.,,,' AT 2°!0 FROM EXISTING GRADE - ' CONSTRUCTION. ttl I I ``-�� w` w� - TIE GRADE IN WITHIN EX. ROW , 1`I 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. � 3 ! ' w� w- �_ 2q� / 06 5. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS. ■ I ' r T LL )1 j l Vl T 1 SWM FOREST AND OPEN - - - - % f H , LC)7` SPACE PRESERVATION ' j �` ` i o � w z z w a �f ; ULVERT wv = � z r S4 1 SOT LOT � r +j 1 t ( ` ' r' � REPLACE EXISTING 480. � a 56 ! �) 11 /- i / WITH 28 LF 48" RCP CLVEsRT ` "` o p p w ZU O w w U u m ce n t PROPOSED TREE PROTECTION FENCING" AROUND'XISTING TREES TO" REMAIN \ y, z o o z z t - / x x (� /- _^ \ �' PROPOSED ED PORTION Z a a ¢ a -' z ��;- / , PROPOS AV O Z u �"""'"'++�,+,,, EMEROLNCY'ACCES.S..ROAD v> > i a v`ti `� - - H - -_ LIJ 'z _ x is i. -- w "S Li a a[ m Z -- , - _ ` Ix Z ce ,°�'u H H W ' r w � W a a � h ce y. �r, ' , r � � Y � - �r � w ---- u � � 0 " 1 .7 _' ' + \ - "' ' '' / w PROPOSE Q AVED 0 RTIC fW - , - - -- Q a EXISTING THE S w W __E. MERGEN +Y ACCESS -LOAD o TOTAL AREA 3,800 SF '` i, w w - - Luce m f , 1 T" ,_ STRU � �� �77r CTUR 1 i f I'� i j � i � (t � } ,,"��������`' \• � ;` 3`����`- '!r' �r r � -� -- - _ - _ - --- - -__- �,�,a,,• .-- R NCY ACCESS - -Q - - - - r � ,� �,,,�,,�.-�=- ,,,;� �M _ - ram, r C EASEit• ° , C - (.-- i Go _ r_,_ -- j I r \ l it 1 , '�" �` '?�ar .•�� ,.- _ ,,'" __ -_ - . � --- -- _- - ____ _C�� _ - ` _- w - -- -- - - - - J \ _.__ I ( ' !I i I , t. \ r ,•' �%�'•a<:,. \. --z-'„c".� _ _ _ --- - "�~' --' �.`N""'u'y""�,i,i''� __ _ -_ w ,-� ,--I �-I ,-� ,--I '- -..+ --- i 1 r r I ' � 'n I � ' . I � 17„ Si �`"+y'v _ �f r - - -- - ~/ ---- () I "` •... - `~ \ - --- - - -- -- w_- - - _ '�� _ - - _. 1� Q1 EXISTING MANAGED - z w - _ ~"`� --.. - -■ P STEEP SLOPES w - ■ _ ! x _ PROPOSED SWM- -, FACILITY FOR _ --- - -- _ _-w J ( T \ \ +, L+ _ GRAVE w ' `7 PROPOSED - I I ' �r �\ S AVINITY ESTATE �� r- - \ _ _, _ PtSRrIaN -r � t 1 i - - - -- -- - - _-_ EMERGENCY -ACCESS �AD} OCS TLn RETAINING RE WALL - __` () 6 SEGMENTEQco - _ It Pw = EX - ET WALL - + SWM FACILITY RETAINING - w C}7 r r FOR AVINITY I TE NOTE: THE EXISTING MANAGED CRITICAL SLOPESf )'-�' ® �, r, i t \\ n\• , _wv- IN S-REA THAT ARE PROPOSED -TO BE DISTURBED SHALL BE GRADED IN ACCORDANCE ui w M ROP0- WITH THE RECENTLY APPROVED STEEP SLOPES ACrIV)~ �C - - GLU - - _ ��rro BHaUs ORDINANCE. w N I 1 t \ \, i \ j -- - _ r or FACE _ - _ - z - I - I = :f - - _ _ _ LtTY - - - 1 - r r .•� '; --(P.}-3 SE M NT / / ✓ _ _- ` F!I-TE R - --- 1. (P} VAR. WIDTH PRIVATE STORMWATER MANAGEMENT _ _ �} -RET�AIId d' A - - 4 - - ° SWALE i ACCESS AND MAINTENANCE EASEMENT - ' ® N z FILTERRA BIOSCAPE VAULT A YD �, WIDE CURB CLOT WITH 8 LONG FLANKING <C � z OCT SIDEWALK TRANSITIONS ON EITHER SIDE FOR EASY �' o J 0 PEDESTRIAN TRANSITION. CURB OPENING TO - ® o ALLOW THE FIRST FLUSH TO DRAIN TO THE - ---- w POSED OFFLINE FILTERRA BIOSCAPE VAULTST _° PRO . j •.�.,,.y - < _ 22 SHALL SERVE AS THE �-,,;_' � Y�r _ _•� -\ _ _-�•`--.u_-�,_.._, r:` --- -�B YD BYPASS INLET FOR LARGER Y STORMSSEE ".-`•".•.,-..-•...� � '' J ^V Q ° SWM PLAN FOR ADDITIONAL DETAILS ° , T w- 1 o � J _C YD + J ' LI '+ r + I . . l'tf' '`` .- q - = ;=- w --�_� - �<-,-tT_ 1 4M'p'w' /- D YD w l n 1 - (- L T69 ¢.i y � t� X �_ 1 , 'I _ { _� FE,529.00 `_ - - -- " - - ' L.L r - - 8.67 GAR- 28.67 I ~- --- \ y 1 0 V ?�8A Y f �.� a , 52 - 5 r 1 \ III, �t 1, FLOT1 1 , � GFA 52 7. _-� ( 1` A Y j fR-52 3 , + - Gq x529.50 + - - `� W s -=� - S - _ 7 --r �. - LOT -- r j �,- .. i3� 1.6 �. -r 1 - So ! 71 �= - so 0 ' - ��� ;t r �� 1 521 LOT Z 'TI j f �� 5 a 6� - - i 21 9 5 FF 5,30. 33 528, 7 GAr�_. 3 / 6.1� 30.00 GAR=53Q.� I LiaT� -� I 1 ( LOT�1a2- _ ! 1 _'YD ���' i �' 3 �" F-Ft=526 67 j� . �� 1� r_ GAR�5�9-17 j 530.00 52 + a 6, t I _ ••_-..• 'i - o -- .'•�.'*r*�. I I GAR=529- w -� .5 Loi�63 ( 1 °� 1� I -� �� W ° 1 fr EXISTING'yMANAGED) / "28B YD� f 1 \ i 3 S�'9.33 7.: 7 t--1 .7� 52� c33 r �I 1 i 1 f! ` aR= 3 .607 IJ 39 \ F F� O5 59 I �- ( Ln - I y 3I. o r STEEP SLOPES 1 �? i 1 -- - - � 1p 6 7 I � , r + , �, W I I r L O � I I c ' FFE O G z 530.83 1 1 0.05 531.3 AR-531 - I A � 5 3 3 '. •� 3 r I •--..- r f•--1 W _G R-529.8 � � 531.33 �6 �) I FF %FFLO1' $ /`-- ( a d 1� 7 529.50 , Y 8B YD Ill GAR=55 33 I _ _ �I I 1 ( I /3 �-- z o I _ v - I I � G I L �- '� I , A O >� R_ 53,1.33 r=5 T1100 Lo , j j / r j 531.3 9 2 J 5 - GAR=531.1 �= - 532.67 53 ��\ �F�- T 58 ,+ I /� W a J U _ L_ - _ 3.8 Z 5� ,-533.67 ( �' I I t� o r C? _ - _ _ F - G 6 I 530.g $ i _ � � GARS 4'b`T- F--� � \� 533.33 (P) 4'.SEGMENTED 1 =..� r I t i 534.33 I /N f I FFF� I 1 LDT r9 - - - fl I i ° RETAINING WALL 1 1 LOT4 1 J 533.s �. 1 I /f./) 0 � G I L L t FFE + _GA[ 532. �� 534.00 53 .4' - "` _ f r T ° 533.6 7 f �I 7 o 1 j 3.3 jT 7� L Q ! - - GAR= 5 ~ L 66 FF�� -- 1 534. LOT o 5 3 3 5 6 7 7 28C YDJ:' 33 533.33532.17 8C YD GAR_ 36.6 3 _f FFr` 53 f+ i ( j 'r ( �/ W ° -536 5.0 J o - - r Ir J L_oT'98 \ GA'R=534.67 1 ' I a/ v t (" LOT$ 532.83 536.00~ + L 1 1 F fib= 533.E 7 53 i f 67 r 1 _ - -- 1 �/ 5. 9.7 ++ ff, - - - ; I _ ll GAR=533.33, 33 % L j + AGAR 573 ? 11 I 9 537.33 53 .5 J - --��� �- _ - ,J I .'Gi'cD - - -._ �. _„`•4_-• .:} I w - �", ° c i \ �LoT?7 4.6 S l �' - wow wl ' I rI1 ` , + )I 0 �=538 uj _0 =3 LO68 AR= so LOT w °FFE�539.E7 .9 39.40BYD 537.1LE _OT6 >r 40A :D _ _ ! GAR=5411 33 f I l3 a Uy o , - r E=541.33 1 1 o IJ_ FFg=540.5 I I LOT C_6=J d Q yl 30 0 �s 3o j' 60 ,t 120 _i l JOB ° a) _ GA 5 -__ fq - OI f + - - C t i I ; / � a o J oo,� � z_I� I 5� ` � - r , - 539. so _ ^ f, 541, 00 3 �f j ° �, o z 9 , o � Q33 .7 i H A' s 1 F A 3. _ _. I 1 O I T I � I _ _ -� i 5 69 � _ - � 0 , C1 � - - Ilr 0 .g. I� � F I I - ( 4 F ! 4 I 5 ➢� � � I J I I 9. a 539.17 3 C Y I r �=543.6'7 -- \r LOT J�` I I i i ' { � � � SCALE o� GAR=543.3,3 I .7� �rF��S s�2, V -H YD I ( IN FEET }il n _ , a 542.50 r r LO g$ ' ^'` S4o.8 542.00 GAR5�2' 33 1 1 I 3 ! ' �I 3Q o 1 inch 'C 30 ft. j ' - a x MATCH 2 -SEE NEXT S� IFFY ( I + NO. Q ----_�AR�541 \ ! S 54 ; � 00 i 1 I y � � � � 'll , �I I 0- SHEET L J LoT7, _ LOT7o� 4.4 J - 1®�I■®■■■■a■■r■�■■■s'■■■i■n�■■■®■r®■■1�1■■ ■■® ■ ■ v r 1 F ! 541'77 f+ A..� FF�=S45 -- -I 1 j s - , 3 _ 0 i 3 � 1 -a TRANSITION BETWEEN PPE DIAMETERS WF£N D;fFEAENT SIZES OF APES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED on OR WHERE INVERT OF PIPE IS ABOVE INVERT OF RUCTLW- NANHLT.E OR DROP INLET IS TO BE FORCED AND CONSTRUCTg0 IN ACCORDANCE WITH APPLICABLE STkDAffA OR SPECW.. DRAYRNG. THE IN= SHAPING AS DETAILED HEREON 6 TO CONSIST OF A FORTLAND CEMENT CONCRETE MIX CONFORMING TO CL.A49 A3 NXN CLASS C71 EXCEPT THAT 25X OF COARSE AXiiJATE MAY BE LP TO 4' DI DIAMETER AND CONSIST OF STONE. BROKEN Df#CK, BROKEN CONCRETE OR BROt" CONCRETE BLOCK. THE SURFACE SHAPE TO ELEVATION OF YO•PONT Cf VRCEST PIPE. SHAPE TO NTUR I I OF PIPES t I I I SLOPE TO DRAIN TO INVERT ` OF SECTION A -A CUTLET PIPE W-9 METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAM TO INVERT OF CUTLET PIPE SHALL BE LEFT StaOimi BY MF_ANB OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. %A1UETALS OF INVERT SHAPID AS HEREOF) ARE FOR EXAMPLE - ES CFLY. EACH MAAINOL-E SiOR DROP )LET IS TD f� SHAPED INDIVIDUALLY TO BEST FIT THE PINTICLL R INLET AND CUTLET " CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD B �,�,r� STANDARD METHOD OF SHAPING �REFERENCE p 9FEET 1 OF F REVISION DATE MANHOLE & INLET INVERTS 302 MB-4 CEOTExr},,,E LVL4HiN.HE FlsY}Y: UNDU;DRM 5HALL BE CENTERED UNDER 'LOW AND GUTTER rOYEFq,AA, 1•-0" AT TOP,) PAVED 5HML1ER CEO7E)iTfl.E ORAiRkGE FABRIC .0. PAVEMENT )OVERLAP P-O' AT TOP) PAVDAENT MATERIAL - _ _ '-6••., ••> : ' SIJ&IROIlEA OUTLET PIPE SEE HOTS 1 #57 AGGREGATE, 20 5MRADE - OUTLET PIPE AGGREGATE OR CRUSTED SE ROTE 1 GLASS MEETING is 657 AGOREMO f8 4" PIPE VilDABT>E GRADATION RE"EMENT. AGMCATE Ofl CRUSHED (EDGE OF PAVED SHOULDER}GLASS }EETeNG #5 PAVED SHOULDER SECTION (RNAartKBN REGMTIiB CUURB AND GUTTER SECTION UP TO ELDOW. ails ELBOVr PPE MS PErB GRATED < .45• ELBOW PPE IS PER#OITATED .. _ - COHHECTICN PRIMARY DPCTI(IN FPE-LESS AGGREGATE H WITH OF WATER ICIT. tt TDFW CAOZ YABIOC OU�TtEPt�pwffY(AICAL.t 46• EI.HOW CONNECTION C;NFW..CY7fOr AAA LIMITS FOR CUTLET r•tY' F4AD(, PTE TO BEGIN WITH 45• ELBOW tTYP& OUTLET PIPE NO SCALE STANDARD PAVEMENT EDGEDRAIN ROAD AND BROGE STANDA9DS' 240 SHEET T OF 2 R£VISION DATE =0 100.06 VI R I IA DEPARTMENT OF TRANSPORTATION 501 701 CU�1 ^FAVEME;Nr TOP OF CU1 PAY LlYGIS t 1 (TTPfCALM SLLEG AEAU rAJFI.£y TO ECRU VrITIN 946• Fl L [XTCiI ELSE EL90W WMADER LINE + COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS-FVA CF PAv Nr CENTER LINE 'SECTION .RAVEL LA HIES '4s WWH TYE 1BELEOi'MA7ERIAL7 th TRENCH PLACEMENT EDGE OF AYEW PAY Lildis TGR a LL SRN 9PvF S'0 -a• PA A$CNT SI RFAC,(i b UA-VE ELwvt r a OF. TOE Or'rILL -12 ' oa oo�-a-;''.a-o•-ra.. .r,•o- ra.,a.. SELECT MATERIAL TYPEIO(RIL q„ �TTWYPiCA.S a-es:a•o..a o.e,a.rs TT, 057 ACXIRECAN!. 48 AGt %A1E M'X$ CITSJ%HfD 'GLA55 YEET+iG Is GwArR7H REG(fkTF_9ENTS. rYD"�-eE°rF�rT1E DHAlIIACE FAIRS PLAN, VIEW (PLACEMENT OF CO-1 COMBINATION UNDERDRAIN) OR �� - -- PAVEFAESL1INFAA7£. 6 BASE b"tcDB,A:,E0 F:JF.MEMr1 STAi10TZED 81JU6,45E n .�y„. „•• "+- SELECT MATERAL TYPEZOR VZ09ADE •"• (?b"�o'?aa'ugo (L'EHEFit OR LIME wY6llkrZ€O} L....... :: 457 A'=EGANE, 44 AGGREGATE CN' CFIASi4c0 AP,EkJ( GLASS MEETING N4 GRADATIbN REOLMIL UO3. GENERAL NO7fS #AERr; GV 1, MESS ST'ECf"r-%L'Y MVAAft? Ct1A(R4ArdOM LYfDERCRAMN Wt$ NOT Dg L9CATEU AT THEE' P(XTNT WM`TAH AdOTN 5{C RASE frNo SLEPuRA E APE Smiduav, 2. Gi^aFILLF-D RENs 4 SENAl.L, L"c 1611111 ACOf&CATE AW IlLROIMLY HANG I'MAVO TO URE I;x7lAPArt:'tNE.SS. NON -PERFORATED OUTLET PIPE s iP,y)Ti ET PIPE sNAL-A I14UN AT IF EDGE OF TT€ TRAVEL LANE PAVEMENI AM HALL BE PLACED ON A GRADE P LF.L t0 TMESHOLLCER E;L 22 WH. 13 2 DE5LgABLf Y C,iiAr1E. TYPE 0# PRT,E UwS MWNG STRENGTH M. ON � rur AND (,;(TIER SE.t,71Cvi$. WHERE IT IS 148*fj"a5(:tP•E TO OTHERWISE' FROVOf LNirm 9. FOW't UN 1ktEY ARE fU M LL'z';AT(:sa SU m FO CliAa'N NrO, DPI" I?LeT5 ! 111111 L'L S, ' 5. &I SUPEntevAtto Set,m- N5 T EW." Is 10 BE LOW.111 ENTIRE PAVFAWNI, AREA WITH CUTLET P#'£ Go LOW sbe ONL'i- -T 4- N01J. OW&TER W,T. a NON. DfA . 5M(.''01H WALL PVC; ,tOd 0.1:3 1 °SWOTH WALL PE •JD P-m xx.3I 7D PSI XXN -- 6, INVERT ELEVATION AT OUTLET ENO OF -OUT �TT PIPE TO EE A AtW-hWM OF V-0' ABOVE VNC14 INVERT EUVAFlOfN CF R'EC+SYNG DRAINAGE OR STRUC1UlW- K WALL THIGKhE55 (MiNN - H*45 7, ALL CONN,ECTX}J (ELt}0'iNS" #YES', EYC.f WITLt1T} PA-i LotS FOR *J#LEt PIPE ,4tE 10 0E Cs r'IC SAGE CRUS410 $7aENGT 4 AS i E OUTLET Pa'6. HM,MT£STED Atx1:RDpNG FO d57M1 O-2i1'e AT 5k0EFLECFN:78. 8, gUttLULENN£, To BE SECURTLY CONNECTED 70 EV02OR OfTfER DRNNAGE STANDARD COMBINATION UNDERDRAINRfirREMEE REY Ir7d'f FAT LOWER END OF CUTS) IC8.04 YWGtj.A DEPARTMENT Cr IRAA3:ORFATION ��, 70, CD- 2 OtMQ• LIMITS OF PAY FOR PAVEMENT OUTLET PIPE 70P OF CUT SUBBASE TOE OF FILL SEBGRADE Ew FILL COMBINATION UNDERORAIN Orr CTYPI TI SHOULDER LINE LINE ILL EWE DF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I I TRAVEL LAWS CENTER LINE SECTION 1 (WITH TYPE 1SELECT MATERIAL) j'G EDGE OF PAVEMENT SHOULDER DINE TRENCH PLACEMENT i°ALI,• ili TOE OF FILL. j-PAVEMENT SURFACE L BASE i LIMITS GF RAY FOR Q0o0.0o0o0o000000 oa -,�-SUBBASE OUTLET PPE oa0 0-0-0-0-0-6-o-6-o- D .k-SELECT MATERIAL TYPEIORK O.6 PLAN VIEW SHOWING PLACEMENT OF GATE, #B AGGREGATE OR CRUSHED CD-2 UNDERDRAIN GLA5MEETIN8 GRADATIONREQUIREMENTS.D°ER 7TE.- t'°"NON-PERFORATED FAB OUTLET PIPE OR -*-PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH .T 4" NOM. DIAMETER " NOM. DIAMETER SMOOTH WALL PVC .1031 lo.1531 SMOOTH WALL PE 1 70 P51 MINX 1 1 70 PSI )FIBS •F•-o"o""o'"o-o;o o"o ``o �E-SUBBASE OR CEMENT STAMUZED SUBBASE 1A+' „ b•Q• O oga • o �"F-SELECT MATERIAL TYPER OR SUBGRADE )CEMENT OR LIME STABILIZED) W WALL THICKNESS (MIN) - INCHES #57 AGGREGATE, #B AGGREGATE OR CRUSHED XXX TESTED ACCORDING TO ASTM D-2412 AT 5XDEFLECTION, G.EOTEXTE.E GLASS MEETING 48 GRADATION REQUREMENTS- ORANAGE r-°° FABRIC GENERAL NOTES t TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 x MIN. Q% DESIRABLE) GRADE. EIROGE D-2 SUBBASE 3. ON CURB Amu GUTTER SECTIT NS, WFERE IT IS IMPOSSIINI.E TO OTHERWISE PROVIDE CO- OUTLETS FOR UNDERORAIN4, THEY ARE TO BE LOCATED SO AS TO GRAN INTO DROP 5'-0 INLETS OR MANHOLES. Is" AM. DEPTH) GR2 BASE MATERIAL TYPE I SQE NO.NO.218 4, ON SUPERELEVATED SECTIONWRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW E ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRNN AT D. ALL CONNECTIONS (ELBOWS. WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF TFIE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION REFFERENCERENCESTANDARD COMBINATION UNDERDRAIN R FAT GRADE SAGS AND BRIDGE APPROACHES) 701 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 8/0 1oa.o5 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVA 77ONS SHOWN IN NATIONAL GEODE77C SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WA TER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (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. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMi TIED IN THE ACSA EASEMENT. 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). I,A• CSC SI_BJCC I"IF 1GAr,EP.. 1'1:'TC ' H R=PXDT= AREA'VALVE s4::'' 5.11A,__ C-'TCI''I_( TYPICAL GATE VALVE / RE:VIA NMI,.,G FA C H:F L SH: _L I,'PAi AT( IFR -HAIr S" IN Al,.,, 1! E-,ISH:Yf1 E;;IBED::%lEP•T - I' • F'1 LIFT ; PRIF.G LIF, P `i' HAN ' ::R Al 1 P ,`,, I' OF "E -- -- fAF<-HA-dI; =.I I ATV: -F H -",,I `I C F- BCC 'll''.G - 4' r- n FC-Ut-,DATICI-] BE -:1`,C'ITI='P, FtE II''IST P:LE \;'''.L_ PIF'C IN PAwl-l' ;N-,,%:- 'NIHI''I I -XI', If,,;:, '':I?(!I <HI-CI--..•.1` `.:,HA I R- " F.'1 'V FP.IIF VI H f.{.:'. I :: f IF I4J- F IF PC? ':)VI )- 1-1- IP-I`.C:- :,HA I ;F `'. 0 -'•F. ' GP:dP;'•.CTCC"H. ;'','ID :'•._L TCGfI=S R-- IV. (J':-_ D (:� .. - BLUDING '>- tIJ 68 T(''tdE SHALL_ BE F ,0'';ID1-1 _ 'hl CFTC R( F IS Cf1CtL r.TCRCC' FIFO SI1:":_L -,E It'. T:"•._LCD =-t va'''IIAaL A;I c' CCCDPdG '7- P'1=-. 66 :;TVr`1C TYPICAL SEWER PIPE INSTALLATION IN TRENCH TD - -, STEEL BOLLARD DETAIL (OR. EQUIVALENT) A I 1/4' PLATE T 1 S"0 ASPHALT- COrJIDITiON - - Y NOFE: INSFALL BOLLARDS AT X-4 .. ,.. I. ABOVE GROUND, LEVEL WiTH! ADJACENT BOLLARDS) -6" DOMED BOLLARD CAP; F.P.W. & MACHINED SMOOTH. 0.25" DEEP REVEAL FOR REFLECTIVE TAPE. APPLY REFLECTIVE TAPE IN GROOVE BEFORE INSTALLING IN GROUND. REFLECTIVE TAPE : 3M SCOTCHLITE DIAMOND GRADE SERIES 881, WHITE 6" SCH, 40 PIPE (6,625-0) KNOX BOX COMPATIBLE LOCK PAVERS OR PAVED SURFACE CONDITION BASE ROCK ----15" 0 x 15' DEEP CONCRETE F NDATI 0U ON USE CORE DRILL TO CUT AND REMOVE CIRCULAR AREA OF EXISTING PAVING 15.0 -- (3) 3t$' J-BOLTS 12' LONG; G0017 FC)UNDATIC)N rr1ATFRIAI RO(-,KY F0LJNf)ATIOI\I IvIATFRIAI A. I' GCC)CIhG rti,E, ST(.d'dF CR-'• C -I IC C^'JT---- (:F -11: TRC'ICII. 1hAc':-- ALL 10 t., I<i PH`'•.IHF H- I)F C)F: t'd' F -'':I <:'t'd R':'); I: It , T-E[,, (7-Av"FAQ THE _r)L 0-, 'G- I-1- A - BEPDIr'1.= OF FC?l1NL�:",IICJfd IN POOR SOIL UNDER -GUI COND1IION Jr, T EL rslrT -= U' AN r,F i) F LULL II .;{ P;{'. r,h F LULL I ':!F:N p.-:11 I'•-)'_ ,_ _HALL JF 1-1- ',".. EI) 2.r'.'"i FC)(:=',:• LAFiLEF; TH .r'•I r''T DIN",Er'JI `_• ir.L_ 6E LL:_'r==; -'• F, C''''J r T IF r'.. TI ;', I ? `, +,7 I' FII 1 . E.A( '.F __-+,i=,LL BE ='L :_EC; r."!CI Cr=r.7='.�r-EC:' Ir'•. P: L1=T = F F C) - Fr'. f,•1-'..- F R IV I -! F C:' - F: I ` ) I '',1 1 r, r :'', ;;'," F D I''d T I--FF'dC.11. .`. EiE__-10LE'_ _+ =,LL EE C!I_li :_IT Ir'. .ILL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING I•, T TC) - z `F; SC=:'dICC LATERAL CGf1fJCCTC''. PIGTCS: I ;".'H-R.- _ _ESSR S=R.,'ICE LATE-1,AL C( I0,1E�:T; TO .4 M;![Nj-'.-_ AhJ 'J:J 1I,,VEF- ELEvA.-ICLP. =Oft --_ SEF'_'ICE L^,TE?AL h1 il'-;''. 17 1111 1':::P : ( k::''V,' 1 : 1 ,•'it I '::'-A GI III `.I - 'V ,. PA F'IF'1 ':I I;%] 1 Ail .;"1 11 r''`.I '.: ' 1 1(,III ; !','1 1 I _LLVitll,:'1 ''-I III_ IIIL LO;'L I 'IFL `-OH'I_C _D I':i 1 I I 1.1;''T11 C:il I I.;PPl 1,110 ALP, ,.. N(, `, V I k lMfI''I •, 15 (':ih.'J 'III:: 115,IP�J'- "• F FI ..", iUl I ':. A,CL= -_ E;A+ER EF',;I:_E '_('I'I`1E'.T'.7i. =-=_L BE�n ALL ._:+;E-? LATER-ALS -.4_L H='1E - I;'•I'dC,IU;,I ' 'REF DIAIV.ETEF F a" - = ALL -E;AJE? LATER-'L 3-A-L HaVE - I';',I'11;?U:I C VEF F = F=ET SALT IE' F;LAFI[X�. I:E� (IRC`][�-/ Y. 4 PI UC, ='.I-' OF r,l:..I'1 L I'.= 5C �`✓I:=C LP•.TCR%•._ S E CTION I LN 'e';""E IE_ PLAN . ;IES it I' SE'AtER SER\%ICE Li'',TEf<AL C0101EC-TION I.T.S. I� L- -, Ia BARS • $^ c-c rrv. B� sg8' C-C TYP. A A g T B TT TTT-... PLAN WILiHIX ESS WARES PLAN CL&SS A7 CONCRETE CLASS A7 CONCRETE SECTION A -A xarEm" SECTION B-B t IFff aTAH}AED SAFETY SLAB 4St-1) IS 10 DIE 0R *NEB SPECFiE4 N nfi PLMS ON TIE IlR1AlAGE SAFE AIRY 5}EET AKOICR TI£g DESCEFILON. FOR NAMOLES, HEW +OJ' ACEW s.VLYT A 51H.I. LROP TEE to 12 XILTn�N0AIE'iR`E T 3LAn9 Lot XETATEO *SPAAC FEET OF iK t.J' !P 84T7D]i 9F rli sIEUCT1Nf. s}YETY SLABS SHAN.L NOT BE LOCATED BELOW CAM T,tEI' FFE OF W' WMIER OR 4'AFATER. 2. nN: COST fRF TIROS SL-Y IS rRCLLIbiD w Alf OO5i OF THE 5tRU0TURE_ F9d FISttFfR �TALS� 3. ACCESS CPERRNG" 6 TO. BE TEPPAAF FROM ONOF E OTHER YRERE APPLlC ACCORC�HOI.Y E 79 THE 4. SATE7Y SLAB WY BE CMT9N-PLACE OR PRECAST. CAST-�HN-PLACE CONCRETE To BE CLASS A`I 13000 P511. P CAST CCt#CRETE C To BE M 0000 PSU. REPfORCING STEEL TO 0E N *NTH AAt4FTT0 WSG I a BNt5 R $" C•C 7YP, - - - D. ACCES O LMMS MAY BE SO- OLV,E'fER OR S" SOUA7£. WHEN Si TD.PE wOTH HE] LE5S iFaVt jw DF ACCF.�i9 OPE(dA S UAL EEOtMNa.ENt (StRiAGP1AiE YDtH B7 30" LOW). TYPICAL PRECAST UNIT yA°� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, ROAD AND BFICCf STNJOAEOS MANHOLES AND JUNCTION BOXES WORM DEPAtRTLENT Of TRARLWOR'TA11ON il02 SHEET 1 CF 1 Ir£NSICN OAIE 1A&54 i ri I Tj� i�i yG^IwA�rER T�TTTT-f- [COVER LIFT NOTCH 14 1/2" 12 1 /2" 12 3/8" WATER CAST IRON LID 18" METER BOX a ry�(,1 a �1Pti 18" 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5%8F}-1)) METERS) NTS FIG. W-7 iv E o� �m � u aQ J = U Y { CEOT E]C1tE DWMUGE F/YWC 1DYEta,w r•D+Ar fnp l•PAVTO SHIXA.RER LONGITUDINAL PERFORATED PIPE +�-+ CL"A'SRTYPE OF PIPELAYER �'.":i n .�F- SUBGRAEESMOOTH WALL PVC .w GORKLGATED PE AU]TrO W-M?, iEE NOTE 1 "� 457 AGGREGATE, is AGGREGATE OR GNASHED o nu• v Ass AEErT4D Y DRnArmn HEvuwEMEHr. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS tEllOE 0!' P YEO SNUILDEE, TYPE � PEE CRUSITPHC STRENGTH PAVED SHOULDER SECTION (FOR USE WITH STAAILIZED OPEN -GRADED DRAINAGE LAYER) W-T V kiC1f. E/M.ff TER sWDo/x wxL PYc LIDO 091 w PE to PS{ xxx Q40CADRAUN SHALL Of CENTERED UMER CUM AIRS GAITER. x WALL THICKNESS OtlD - tafs OEOTEXT4£ CROM.WE FMRC - xxx TESTED ACCORDNO To ASTM 0-202 AT 5X ➢EFLECTCH, (OYF7LLAP 1'-0" AT 10P, GOWN GRADE SL,BY-{TIED VEHiMT 5/, � "'- Es SIKA LMfl CRAIE,(eE thOTEH - " EST NOTE 2 -EF �p SUBBASE DYER •: T�'.•� '.:.'•... MAIN iN3 PAYf1ElTf rMSPI•PE�R`A1ID Y COfECCilON SL9GEACE• QVnzr PPE -EP SEE NONE 1- $51 AGGREGATE. *a AOGR14AIE OR CRUSKI) 4° PIPE STD. UD-4 fiECID. /J srD.LO-4 REo'D. GLASS MEETING Ia CRADAIYON REQUIREMENT, CURE] AND GUTTER SECTK)N S AU CER (FOR USE WITH STA131LiZED OPEN -GRADED DRAINAGE LAYER) PAVEMENT NOTES. ENS §P It 4- WkIALEA PROVIDED ATTATYJO W"M V OF AGGPIGAIE ON TOP OF PVE EDGEDRANS IN GORE AREAS 2. WHEN TIE LONGRUDwN. PPE COYH$CTS DRECR.-Y MO A DRATIAR)E STRUCTURE {DROP tAdT. ECr M&I- ORM OUT T T N�°TOgi.E, •H. F4RP EC EE PIPES ME +WI JRERFWrED. S. YiYERT ELEYATICN AT 9URET ENP OE OMWLEi RPE TD NE A k0i" A OF T-W /dOVE W ERT ELEVATION OF EECE,vM 1XUIMAOE IXHN OR STRUCT1 w- 4. ALL CUNNEOTKMN3 EEEBOTTS WYES. ETC., wim PAY EMN raR OUr1iT PPE --- - 3{DEWAU( CR ARE To DE OP THE SINE RnIft15HNfr sIRENo7H h5 THE (WTLLT PIKE. COMNERCW. ENtwil UNPAVED SPACE d. lK PIPES AM TO A NSTOR A N E LAN. T.7X DE0RAb1.EH ORME AABH i LDC LEDEVERY3fi0'UAX4AM DR AS TIDIED ON PI.NNS./. O$U,r, T9 BE SECURELY CONNECTED TO EW-12 OR OTYIER TJRAFiiA.g TREKH t£GA%ni 7, WHIM 1H£ LdtTS 9F A ctM0.[HCIAL EMRNRCE. NON-PEJRFOHAILD PPE S[VLL � UTE.RED N LEO Q' PERFORATED PPP. 0, FOIE LFA4CTH CF PIPE N:TIVEEN THE W'YE CONNECTION AM THE EW-12 SHALL HE W 0444E ROADWAY 51"R (:UR9 LEYT[D T9 NO MORE THAN T-D- TO PERMIT CAMERA INSFEGIKNR OF THE *94 LW A GUTTFN UfEIRORWi 11,E7W�N THE LdAT5 CF SI'P. CJ,Y,tLt N EITHER bFc£CTx L CMIERGA_ EH7RANCERETURNS 4 GUTTER WILL BE E0 PIPE. D. H SITUAYDHS WEEN fLL4 D%1N OF 5YAIN.I7ED OPEx•GRADEO ITATEMVL d-1101 WM1rneED LTWaER eutx AN3 CATTIER. AGGREGATE SHALL Tie USTD tARUER GT.Re A+Ef GutxER, NAiCWBMMA TE WAY a SA TTLI u FROM TOP OF STABILM ORN-GILAOSO RMIOINNCEE AID A6 1�rmm 240 STANDARD PAVEMENT EDOEDRAIN RC,* AND BRDGE STMgAM Lm NEY{LON DATE SHEET 2 CF 1 901 YROM GEPArrMENr OF MAP1S"ATATO N 7oT md.07 HJ-7F I I'i R.,, .T VUI -.T ?r QUIPPED VJI-I- C-iARLOTTES- d I -- I?-;.D:; W Ili I I:: c' YIN 2' T � 0' ('I) -T I yr E 'iE A.',D THRJ'ST �` Pi-)IS-.J?BEC. --LE 1 ' •,nIL bIE=L FILE--` i 4' FR==DEL le'OD_, O 0,'FEM --i= ''L 1_ )'-TI_) E=D OF 1A, ;1srl IN A,_L II'I,IA,_LA. l0tl` I7LR;IPJT IC7''r`,TFr IH F I I I, ;'.''.0 IIC,F. RC':'t• ::H=L_ bE '�A_'vA•.LEG VE T,�' THE HYC.R=1',T ';,rITF _ �: - r_SI; A'�P-iA- (--,A =U --i-:E=D=D R'='C'J I`, ADD)-'::'YI l '-rJP.(_ •;E E F 'IE;.E�,�,=1;`i, A, -,•IEEL ='ILL _FAL_ EJ_ UDED A_'_'I IC'.A_ `;Ill??C'. I'dC V,FFF I i - 'JJI- I ;R,^,'Jn A1'1r, YrFD -Pr- "'r ' r6.A H-A tl A. � 'Al', -C-:VER F=:-'.,i -FE MAN'', -_' THE FEE F • )FART PJC OF. N'.-, FI-C-FS 1 i frdl`d rC. :;F!•.:'r ::IiviI ,TOFF ",1':'%•,'i rF.C''r.'� TIIF -1?- I "iF-,'�.T ^NF' :A,LvE B'7 'I --f- ,ir,-E ':%�L' I.i =LU 4VEL M =-i 'ULDE=? C=(==-il'�D THE :)IT:-F I- 1" 1'.:�- d I C,V;' IN -1 F CI-C I F FF IIHT.?r;',-- I:1 ;'•.I I r- ;Trrl ff' HOLEi .ARE AE�,c'E T-1E PREVAI1I1t+, RC'U'•I","t=T_F =L -GPI F F=01J FED TC IN s''1-T APEAS THE VIE=P H':_LE: ',-ALL BE FLIJ;;;;=_) A,D THE F'�DFA%T SHALL ?_ �'J.MFIEC. DF'' TYPICAL FIRE HYDRANT ASSEMiBLY DETAIL I'J -S FG 0 4 TD-10 I T-1- , Lnn 4 C a E.- E e E aE U cvE vrE d E mE of W i0 Nu Nu Nm w" u ry LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-25 CD , Fttt FAA - r REt;,:u , 3; r WA_a _ Do SOFT '_Cf PE' FJ2 USE CFJ-'.7ACH ED SI' .G_E tiL_-. I;EH! 4L �ERYICE: JH; I:L 4L Rt'.�IVE', IIrL P.P.0 IRA G;•,-IJN SCR') ;CS. o `.GTE J' '=CN -'R ESS CP! . 3%4' WAIL -'IP= CCLIPLI'.G .i'fT Ci'F-fr• 0 FJR USE CFI SET%.CH ED SI'.GL= FE51=EFI-IL SET: '_=Yr-EF= %'t! h1f1= CA;T -... LL ru- rT;� T 1tETEF r,Fli r A,. TYPICAL SERVICE LATERAL INSTALLATION IT i Ts'COTT7R�COLIJNS'z H� tJ No. 35791 ijn �INSjONAL Q ' 1 � I � CW L 0 CW L 0 CW ' G cc G I O U Q U z O O Q Q 0 Q Q 0 U Q W a U Q W II. dW W rY OC ao to 00 CO rN CO V I+7 d' N O w Z O W c' w � Z 9 Z w O � _z O J J u CJ O O 0 o L� o ro C C O O L W � n N X U N 1 � o s_ Vi 10 W J °' �s o zT `= C O � C 0 o W _ Z E rn W = W O z " c� rn � ` J � i/Jr► J � O O � O � T � a) Q U O L N � U rn U O U v � aJ . N L O O C m � U O (n -0 U W 0 V O JOB N0. ° > 092033 o p SCALE o � �S NOTED o Q Q '- SHEET N0. � v T s C F- O Table 4: Pavement Design (VDOT Pavement Design Guide) Alignment. Access -Road Description: Tangent Data Description PT Station Northing Lasting Start. 10+11.637-38855621.368-114827322.936 End: 10+31.089-38855605.396-114827311.834 Tangent Data Parameter Value Parameter Value Length: 19.452 Course: N 34' 48' 02.4402" E Curve Point Data Description Station Northing Lasting PC. 10+31,089-38855605,396-114827311.834 RP:-38855639.639-114827262.565 PCC; 10+73.179-38855581.685-114827278,101 Circular Curve Data Parameter Value Parameter Value Delta: 40' 11' 33.7328" Type. RIGHT Radius 60,000 Length. 42.090 Tangent. 21.953 Mid -Ord: 3.653 External: 3,890 Chord. 41.232 Course: N 54' 53' 49.3065" E Curve Point Data Description Station Northing Easting PCC: 10+73,179-38855581, 685-114827278.101 RP:-38855484.999-114827304,020 PT: 11+45.138-38855540.691-114827220.843 Circular Curve Data Parameter Value Parameter Value Delta: 41 ° 11' 18.7550" Type: LEFT Radius: 100.100 Length: 71.959 Tangent: 37.614 Mi60rd: 6.397 External: 6.834 Chord: 70,420 Course: N 54' 23' 56,7957" E Tangent Data Description PT Station Northing Lasting Start: 11+45.138-38855540.691-114827220,843 End: 11+55.929-38855531.725-114827214 840 Tangent Data Parameter Value Parameter Value Length. 10,791 Course. N 33' 48' 17 4181" E Curve Point Data Description Station Northing Lasting PC: 11+55,929-38855531.725-114827214.840 RP.-38855559,543-114827173.293 PT: 12+17,699-38855511,155-114827160.700 Circular Curve Data Parameter Value Parameter Value Delta: 70' 46' 57.4649" Type. RIGHT Radius: 50 000 Length: 61.769 Tangent: 35,522 Mid -Ord: 9.239 External: 11,333 Chord. 57.916 Course: N 69' 11' 46.1505" E Tangent Data Description PT Station Northing Lasting Start.12+17 699-38855511.155-114827160.700 End: 13+15,523-38855535,792-114827066 029 Tangent Data Parameter Value Parameter Value Length: 97.824 Course. S 75' 24' 45.1171" E Curve Point Data Description Station Northing Lasting PC: 13+15,523-38855535.792-114827066,029 RP: 38855826122-114827141,587 PT. 13+65.524-38855552.351-114827018.910 Circular Curve Data Parameter Value Parameter Value Delta: 09' 32' 58.6053" Type: RIGHT Radius: 300.000 Length: 50.002 Tangent: 25.059 Mid -Ord: 1.041 External: 1,045 Chord: 49.944 Course: S 70' 38' 15.8137" E Tangent Data Description PT Station Northing Lasting Start: 13+65.524-38855552,351-114827018,910 End. 14+04.756-38855568.393-114826983.109 Tangent Data Parameter Value Parameter Value Length: 39,231 Course: S 65' 51' 46.5109" E Curve Point Data Description Station Northing Lasting PC: 14+04,756-38855568.393-114826983.109 RP:-38855458.885-114826934,039 PCC: 14+31.031-38855576,438-114826958,150 Circular Curve Data Parameter Value Parameter Value Delta: 12° 32' 44.2583" Type: LEFT Radius: 120.000 Length: 26,276 Tangent: 13,190 Mid -Ord: 0.718 External: 0,723 Chord: 26,223 Course. S 72' 08' 08 6399" E Curve Point Data Description Station Northing Lasting PCC: 14+31.031-38855576.438-114826958.150 RP:-38855627.377-114826968.599 PCC: 14+58.470-38855588.627-114826933 922 Circular Curve Data Parameter Value Parameter Value Delta: 30' 14' 00.6451" Type: RIGHT Radius: 52.000 Length: 27.439 Tangent: 14.047 3 ge Mid -Ord: 1.799 External: 1.864 Chord: 27,122 Course: S 63' 17' 30.4467" E Curve Point Data Description Station Northing Easting PCC: 14+58.470-38855588.627-114326933 922 RP: 38853310,673-114824887,319 PT: 15+23.894-38855631,828-114826884.792 Circular Curve Data Parameter Value Parameter Value Delta. 01 ° 13' 26 6857" Type: LEFT Radius: 3062.297 Length: 65.424 Tangent: 32.713 Mid -Ord: 0.175 External: 0.175 Chord: 65.422 Course: S 48' 40' 27.4092" E Tangent Data Description PTStation Nor thing Easting Start: 15+23.894-38855631.828-114826884.792 End 16+50.000-38855714,075-114826789.198 Tangent Data Parameter Value Para eter Valu e ue Length. 126.106 Course: S 49' 17' 31.2026" E Tangent Data Description PT Station Northing Easting Start: 16 5U.000 1148 78 3885 714.0 5 5 7 26 9 198 End: 18+23,826-38855827,446-114826657,430 Tangent Data Parameter Value Parameter Value Length: 173.826 Course. S 49' 17' 31.2026" E Tangent Data Description PT Station Northm9 Eas ting 9 Start:18+23.826-38855827.446-114826657.430 End: 19+84.206-38855932.046-114826535.856 Tangent Data Parameter Va lue alue Parameter Value Course, 0 Leny is 160,38 0 C e. S 49° 1T 31.2026" E Curve Point Data a Descnpbon Station Northing Lasting PC: 19+84 206-38855932.046-114826535.856 RP: 38856083.654 114826666.296 PT: 20+20,205-38855957.847-1 1482651 0. 821 Circular Curve Data Parameter Value Parameter Value Delta: 10' 18' 46.711T' Type: RIGHT Radius. 200.000 Length. 35.999 Tangent. 18 048 Mid -Ord: 0.809 External: 0.813 Chord: 35.950 Course. S 44' 08' 07.8459" E Tangent Data Description PT Station Northing Easting Start: 20+20,205-38855957.847-114826510.821 End: 22+31,889-38856122,406-114826377,664 Tangent Data Parameter Value Parameter Value Length: 211.684 Course: S 33' 58' 44.4892" E Curve Point Data Description Station Northing Easting PC: 22+31.889-38856122,406-114826377,664 RP:-38856248.213-114826533,140 PT: 22+71,262-38856155.245-114826356,060 Circular Curve Data Parameter Value Parameter Value Delta: 11 ° 16' 45.3513T Type: RIGHT Radius. 200.001 Length. 39,372 Tangent. 19,750 Mid -Ord: 0.968 External. 0.973 Chord: 39 309 Course. S 33' 20' 21.7028" E Tangent Data Description PT Station Northing Lasting Start: 22+71,262-38856155,245-114826356.060 End: 22+80.066-38856163.041-114826351.968 Tangent Data Parameter Value Parameter Value Length: 8.804 Course: S 27' 41' 58.9219" E Alignment. BERGEN_STREET Description. Tangent Data Description PT Station Northing Easting Start: 10+00.000-38856094,954 -114827627.386 End: 11+41.176-38855971,226 -114827559,400 Tangent Data Parameter Value Parameter Value Length: 141.176 Course. N 28' 47' 17 0021" E Curve Point Data Description Station Northing Lasting PC: 11+41.176-38855971.226 -114827559.400 RP:-38856452 797-114826682,993 PT. 12+46.116-38855882074 -114827504,135 Circular Curve Data Parameter Value Parameter Value Delta: 06' 00' 45.4378" Type. RIGHT Radius: 1 000. 000 Length: 104.940 Tangent: 52,518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course. N 31 ° 47' 39.721T E Tangent Data Description PT Station Northing Lasting Start: 12+46.116-38855882 074 -114827504.135 End: 15+63.607-38855621.368 -114827322.936 Tangent Data Parameter Value Parameter Value Length: 317.491 Course: N 34' 48' 02.4399" E Alignment: DEGRAVV_STREET Description: Tangent Data Description PT Station Northing Lasting Start: 5+88 380-38855726.382 -114827171 845 End: 8+17.460-38855595.640 -114827359,953 Tangent Data Parameter Value Parameter Value Length: 229,080 Course: N 55' 1 T 57 5600" W Curve Point Data Description Station Northing Lasting PC: 8+17.460-38855595 640 -114827359.953 RP:-38854774.498-114826789.229 PT. 8 34. 69 38855 85.52 9 5 2 114827374.24 2 Circular Curve Data Parameter Value Parameter Value Delta: WOO' 0U' 11.4590" Type: RIGHT Radius: 1000,000 Length: 17.509 Tangent: 8.755 Mid -Ord: 0.038 External: 0.038 Chord: 17,509 Course. N 54' 41' 51.8306' W Tangent Data Description PT Station Northing Easting Start: 8+34.969-38855585.522 -114827374.242 End. 10+49995-38855459.911 -114827548,764 Tangent Data Parameter Value Parameter Value Length: 215.026 Course: N 54' 15' 20.7661" W Alignment: MOFFAT STREET Description: Tangent Data Description PT Station Northing Lasting Start-10+00.000-38855998.586 -114827802.764 End: 13+36.914-38856160.834 -114827507.491 Tangent Data Parameter Value Parameter Value Length: 336.914 Course: S 61 ° 12' 42.9993" E Curve Point Data Description Station Northing Lasting PC. 13+36.914-38856160,834 -114827507,491 RP:-38857037,224-114827089,049 PCC: 14+25.271-38856206.748 -114827432.033 Circular Curve Data Parameter Value Parameter Value Delta: 05° 03' 45.3973" Type: RIGHT Radius: 999,979 Length: 88,357 Tangent: 44.207 Mid -Ord 0.976 External. 0,977 Chord: 88.329 Course: S 58' 40' 50.8038" E Curve Point Data Description Station Northing Lasting PCC: 14+25,271-38856206,748 -114827432,033 RP:-38855542.354-114826986.410 PT: 14+95.958-38856243.479 -114827371.666 Circular Curve Data Parameter Value Parameter Value Delta: 05' 03' 45.1323" Type: LEFT Radius: 800.000 Length: 70 686 Tangent: 35.366 Mid -Ord 0.781 External: 0.781 Chord: 70.663 Course: S 58' 40' 50.4330" E Tangent Data Description PT Station Northing Lasting Start.14+95.958-38856243.479 -114827371.666 End. 15+79.955-38856283.932 -114827298.052 Tangent Data Parameter Value Parameter Value Length: 83.997 Course. S 61 ° 12' 38.1985" E Curve Point Data Description Station Northing Lasting PC. 15+79.955-38856283,932 -114827298.052 RP:-38854539.904-114826339 685 PCC:16+59.880-38856321.006 -114827227.251 Circular Curve Data Parameter Value Parameter Value Delta: 02° 18' 04.3140" Type: LEFT Radius. 1990,000 Length: 79 925 Tangent: 39,968 .401 External: Mid Ord: 0 E e nal 0.401 Chord: 79.920 Course. S 62' 21' 40.3558" E Curve Point Data Description Station Northing Lasting PCC: 16+59.880-38856321.006 -114827227.251 RP:-38857224.983-114827677.725 PT: 17 UU.422 8 3 856339.812 114827191.338 Circular Curve Data Parameter Value Parameter Value Delta: 02' 17' 59.5135" Type: RIGHT Radius: 1010.000 Length. 40,542 Tangent: 20.274 Mid -Ord: 0.203 External: 0.203 Chord: 40.539 Course. S 62' 21' 42.7559" E Tangent Data Description PT Station Northing Easting Start: 17 OU.422 38856339.81 2 C 48 J1. 11 271 338 End: 17 06.421 38856342.701 114827186.080 Tangent Data Parameter Value Parameter Value Length. 5 999 Course. 5 61° 12' 4 2.9992" E Alignment: MONTAGUE_STREET Description. Tangent Data Description PT Station Northing Easting Start:10+00.000-38856182.955-114827469,259 End: 11 U3.647 38856092.118 114827419.346 Tangent Data Parameter Value Parameter Value Length: 103.647 Course: N 28' 47' 16.9987" E Curve Point Data Description Station Northing Lasting PC. 11+03,647-38856092,118-114827419.346 RP:-38856573.689-114826542,939 PT: 12+08.587-38856002.966-114827364.081 Circular Curve Data Parameter Value Parameter Value Delta: 06° 00' 45.4413" Type: RIGHT Radius: 1000.000 Length: 104.940 -Tangent. 52,518 Mid -Ord: 1 376 External: 1.378 Chord: 104,892 Course: N 31 ° 47' 39.7193" E Tangent Data Description PT Station Northing Lasting Start: 12+08.587-38856002 966-114827364.081 End: 16+08.633-38855674.470-114827135,765 Tangent Data Parameter Value Parameter Value Length. 400.047 Course: N 34' 48' 02.4399" E GENZJ1%ALJ CONSTRUCTION NOTES -OR S'TRZZI AD IROAD NOTES I. CONS7RUC77ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADING BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF 1 THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTAI70N SPEClF1CA77ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 774/S PROJECT. 2. UPON COMPLE770N OF FINE GRADING AND PREPARATION OF 774E ROADBED SUBGRADE,GOVERN WHERE UNSUITABLE MA1�"RIAL IS ENCOUNTERED IN THE ROADWAY, iT SHALL BE REMOVED 774E CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL. THREE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 774E COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT SUITABLE MATERIAL TO 174E SA7I5FAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE DESIGN SHALL BE MADE BY 774E DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ENTIRE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES ECTIONS SHALL BE REMOVED. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGET AT ROAD INTERSTERS RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL N OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER AND AND UCN70N OF THE SUBGRADE. DRAINAGE OU7T"ALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A PRIOR TO THE N 7U A Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Degmv Street 784 0 784 5 4 '13,91 SiVI-9.5 2 2.25 Bi'vl-25 3 2.15 21B 6 0.6 14.55 Bergen Street 395 0 395 5 4 11.52 SM-9.5 1.5 2.25 BM-25 2-5 2.15 21A 5 0.6 11.75 Montague Street 389 0 389 5 4 l.i_47 SM-9.5 1.5 2.25 BM-25 2-5 2.15 21B 5 0.6 11.75 Moltat Street 297 0 297 5 4 10.53 SM-9.5 1.5 2.25 BNI-25 2.5 2.15 21A 5 0.6 11,75 Emergency Access Turn Lane Design shall meet or exceed Route 20 Section SM-9.5 3 2.25 BM-25 6 2-15 21A 8 0.6 24.45 Access Road - Paved Portion SM-9.5 2 1.67 BM-25 0 2.15 21A 6 0.6 6D4` Access Road - Gravel Portion SM-9.5 0 1.67 BNI-25 0 2.15 21A 8 0.6 4.80, 4. A RAL W 7ERCDURSE. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCA77ON AND APPROPRIATE DRAINAGE Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are END TREATMENTS WILL BE FIELD VERIFIED AT 774E TIME OF CONSTRUCTION. ADD177ONAL 1. met and are in accordance with their standards. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH GUARDRAIL MAY BE REQUIRED AT LOCATONS NOT SHOWN WHEN, IN THE OPINION OF A MINIMUM COVER OF ONE (1) FOOT. THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-41S) TO BE PROVIDED AS INDICATED ON % --, . �•, ' •'� ,�✓,� REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF 774E PLANS, OR WHERE FIELD COND177ONS INDICATE ,; % \ \ : � '.�_`,. , \ TRIP GENE R ,TIt) N CALC U LATIt) N P O GUARDRAIL, PAVEMENT T THE FACE OF G ARD AIL, AND ROADWAY SHOULDER WID7HS SHALL BE J. A DR ALL 1VEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY {20) FEET IN LENGTH h�j <^ ' ;> ' \ .. TRIP GENERATION BASED ON ITE TRIP GENERATI INCREASED TO SEVEN (7) FEET. AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN r\\ , : , _ �'\y_ .- `' " : " MANUAL YF:; \t'� 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESiDEN77AL DRIVEWAY ACCORDANCE WITH THE WRGINIA DEPARTMENT OF 7RANSPORTAION SPECiFICA77ONS UNLESS ' I (8Ti=-I-EDITION } I " \ 51 SINGLE FAMILY UNITS 21Q ENNRANCES SHALL CONFORM TO VDOT CG-9 A B OR C). 077-IERWISE NOTED ON PLANS I ;n,. ; _, ry;,r -CODE _ - 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESiDEN77AL DRIVEWAY ENTRANCES 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA715FAC77ON OF 7HE 51 TOWNHOME UNITS - CODE 230 - / ; ." 4 \ SHALL CONFORM TO VOOT STANDARD PE-1. ENGINEER. DRAINAGE EASEMENTS A ESHALL EXTEND TO A POINT DEEMED AS NATURAL WATER '� q " l a°QESS 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WiD NN AND DITCH COURSE. \..`;.' 40g) ADT: 784 VPD (392 ENTER 1392 EXIZ ` ~ SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S1R1C7ZY PA VEMENT \ '\� - <._ AM PEAK: 60 VPH (14 ENTER/ 46 EXIT) 8. ADHERED T0. ROAD PLAN APPROVAL FOR SUBDIVISIONS iS SUBJECT TO FINAL SUBDIVISION PLAT 1. AN ACTUAL COPY OF77-IE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10 THE }, \ 4e ==_: , M PEAK: 79 VPH (50 ENTR/ 29 EXIT) N-` F,,. r`> : I VALIDA 170N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ,, �, f :. \--"s?;;; RECORDA77ON, 774EN APPROVAL OF 774ESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. \ 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM Wf774 774E VIRGINIA 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND .. , MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES AND THE ALBEMARLE COUNTY ROAD COMPAC770N BEFORE BASE IS PLACED. °``" ' ` , > NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 3. TEST REPORTS ON SELECT MA7ERIALS MUST BE SUBMITTED SHOWING 174E MATERIAL1, \ ; ` til . licl10. 7RAFFIC CON7ROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MEETS REQUIRED GRADA77ON FOR TYPE 1, 11, OR 111 PRIOR TO PLACING AGGREGATE BASE. \ �_ BY 774E DEVELOPER WHEN, 1N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 4. 174E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT 774AT \ �. THEY ARE DEEMED NECESSARY 1N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 174E INTERMEDIATE COURSE iS BEGINNING AT 774E COMPLE770N OF 7HE 1NSTALLA TION OF THE ,. ,, ;<��'' _ , C °� . - ' .' \',, 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE AGGREGATE BASE. IN THE EVENT THAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60 ,. 1 1 <t,, �, \ ;. `� +! \ DESIGN SPEED OR AS DETERMINED BY VDOT FOR PUBLIC ROADS ' DAYS OR MORE AFTER COMPLETION OF 1NSTALLA 110N OF 774E AGGREGATE BASE, 774E PUGMILL r c \�I �'` 12 VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 7HE REQUIREMENT WILL APPLY. ? �' �\ + „-"' ' / SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. `` h �� I " 3. SHOWN ON 774E ROAD PROFILES. VIDEO CAMERA INSPECTION 1S REQUIRED FOR ALL STORM SEWERS AN CULVERTS 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND CDMPAC77ON r _ J THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY /NSPECRONS. 774E VIDEO BEFORE SURFACE 7REATMENT IS APPLIED. .� INSPECTON SHALL BE CONDUCTED IN ACCORDANCE W17H VDOT'S VIDEO CAMERA Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ®0.3 GAL./SQ. YD.). t 4 �, ,, " ; l\ -1. �, � ��� : � . • : ; � _- INSPEC77ON PROCEDURE AND NTH A VDOT OR COUNTY INSPECTOR PRESENT. 8+ BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT V1RGlN/A � � / r _ ?. -_ -._. _ - iDEPARTMENT OF 7RANSPORT477ON SPECIFICA7ONS _ ,/' _r ` ___ �,.., ALBEMARLE COUNTY 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SiMiLAR ORNAMENTAL STRUCTURES T14AT DO -� 4 ,- �- ,. _. ,/ �� \ NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED , --'\,= '"/` GENERAL �' NSTRUCTI N NOTES GENE CONSTRUCTION WITHIN 174E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY .� :'.+, ;,;'; /=-"= j = "�.-" PERMIT I E l T SSE B ISSUED Y VIRGINIA DEPARTMENT NT F N D AR E 0 1RANSPORTA7TON MAY BE LOCATED W77741N \1 .-\: - , r �� I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXlS77NG PUBLIC RIGHT-OF-WAY, INCLUDING 774E STREETS RIGHT OF WAY.0 ., s, _-,,� CONNECTION TO ANY EXiS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 77-IE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UCT70N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 71ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN 774E OPINION 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 TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY NTH OSHA STANDARDS FOR 774E C0N57RUC77ON INDUSTRY (29 CFR PART 1926). TYPICAL ROAD SECTIONS N1 TS STR1LF-i CROS'S SECTIONS `\ Evsr, Q?OLffdD P9LAWM SNP IJSCEM6V.Kf6Y1T7ER 1RIYELl144Y E7057. G7i70UIdfJ I I I fx�� 1R4MNNY pJTIER l StaE1KKK Iilr iW R NW WA9W r AW OUTS TTPICAZ PRIY.4TE STRrff SM71ON (Y14A FI,VTII .ROIF) DECRAX STREET, -bERCEV STREET e110,VT21CUE STREET & Jf0FF,4T STREET P,4RI1jV0 ITV 7' XIDE _8Ud1P OUTS ONLY NOTES: NOT TO SCALE 1. SEE PAVEMENT DESIGN CHART TO THE RIGHT FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING IN BUMP OUTS ONLY. SEE SHEET 3 FOR LOCATION OF PARKING BUMP OUTS. C' ���i EM \ta�_IR 1___�. L-M __ _\_ - WAInWAY y ! DZT. fi ?aw 72�-YO' fivsr. Ciioung so' AO2-55 TTPIC.4i R9ff'WJ�J')V . 6rrSS S "ION 10f00 TO 12f21.• TR,4VEZX_4Y 20' TYIDE P,4TIED 2% SUPERELEV,4TI0N DOXW TO RIGHT 12t21 TO 13,,58.- NO CROSS SLOPE 13-1-56 TO 22f66.- SUPERELEVAYTOrV ,00irjV TO LEFT ACCESS DR1VZX,1Y Sh'f1LL BE 19 ' X1,9F FROr11 STA 16 f50 70 STA 18T50 fieVD ST-4. 21 f50 TO STA. 221-00 NOT TO ,5'Cr1LE \STONE#57 STANDARD CG- 6 BASE6 UNDERCURB ASPHALT PAVING -- ROADS CURB GU TTER & CHECKED BY VDOT cat' PRIOR NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS TO PAVING AND/OR NO SCALE BACKFILLING. Original Proffers X_ 2. Affordable Mousing, for -sale Affordable Dwefliog Units, the Housing Office informs the thee -current Owner in writing that it may not have a qualified purchaser for one or more of the for -sale Affordable Dwelling Units at the time October 30, 2014 The Owner shall provide affordable housing equivalent to fifteen percent (15%) of the total that the then -current Ownedbuildu expects the units to be completed and that the Housing Office will PROFFER STATEMENT residential units constructed on the Property. The Owner or its successors in interest reserve the right to instead accept a cash contribution to the Housing Office to support affordable housing programs in the meet the affordable ihousing objective through a variety of housing types, or through cash contributions, amount of Twenty-one Thousand One Hundred Twenty -Five Dollars (S21,125.00) in lieu of each 22VA No. 2013-016 Avinity U as more particularly described below. For the purposes of this Proffer 2, "Affordable Dwelling Unit" Affordable Dwelling Unit(s), then the then -current Owner/builder shall pay such cash contribution to die shall mean any unit affordable to households with incomes less than eighty percent (80%) of the area County prior to obtaining a certificate of occupancy for the unit(s) that were originally planted to be Tax Map and Parcel Number(s): 09100-00-00-016AO, 09100-00-00-016CO3 09100-00-00-016E0, and median income (as d,etennined from time to time by the Albemarle County Office of Housing) such that Affordable dwelling Units, and the then -current Owner/builder shall have the right to sell the unit(s) portion of 69160-0140-01400. housing costs consisting of principal, interest, real estate taxes and homeowners insurance Wrl) do not without any,restriction on sales price or income ofthe purchaser(s). exceed thirty percent (30%) of the gross household income; provided, however, that in no event shall the Owner(s) of Record: Wallace B. Hughes; Moss Acquisitions, LLC; and Avon Properties, LLC selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia C. Prior to the issuance of the forty-eighth (48'") building permit for a market rate dwelling unit Housing Development Authority (VHDA) maximum sales price/loan limit for first-time homebuyer within the Property, the then -current Owner(builder shall obtain certificates of occupancy for (or make an Date of Proffer Signature: October 30, 2014 programs at the beginning of tine L80-day period referenced in Proffer 2(A)(1) hereof (the "VHDA Affordable Housing Credit Payment on account of) seven (7) Affordable Dwelling Units within the Limit"). Property. Prior to the issuance of the ninety-sixth (96di) building permit for a market rate dwelling unit 13.453 acres to be rezoned from R-I & PR11 to PRD A. F,or- ale Affordable vellin0.Units. The Owner may neat the 15% affordable dabte within the Property, the then -current Owner/builder shall obtain certificates of occupancy for (or make an Affordable Housing Cash Payment on account of) seven 7 additional Aorda le Dwelling Units within Wallace B. Hughes is the owner of Tax Map and Parcel Number 09100.00-00-016A0; ii'loss housing objective by constructing all or a portion of the Affordable Dwelling Units. The Owner shall the Property. Prior to the issuance of the final building permit for a market rate dwelling unit within the Acquisitions, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016C0; and Avon herein of constructing and selling the hnpose by contract tine responsibility h r t g Affordable Dwelling Units to Property, the Owner shall obtain certificates of occupancy for (or make an Affordable Housing Cash Properties, LLC is the owner of Tax Map and Parcel Number 09100-00-00.016EO and 09100-00-00- any subsequent owner or developer of the Property (or any portion thereof). Such subsequent owner(s) is Payment on account of) all of the remaining required Affordable Dwelling Units within the Property. 01400, a portion of which is subject to this zoning map amendment; all the owners of such parcels are t t obligations o the Owner under P and/or developer(s) sshalJ succeed o thef this roller 2; and the term referred to herein, collectively as the "Owner" and the parcels are referred to herein collectively as the "Owner" shall refer tin such subsequent owner(s) and/or developer(s), as applicable. 3. Cost Index. project "Property," The Property is the subject of the rezoning applicationZdvlA 2013 016 , for a p Ject to be known as "Avinity ll" (the "Project'), which includes an application plan prepared by Collins of Cou tv Housing Office All purchasers of a or- 1 Fiatn n s rs the f sale Affordable Dwelling O g P B 20 5 the amount of each cash contribution required Proffers 1 an 2 Beginning January 1, 1 , n qt by ff s d Engineering entitled "Avinity 11 Planned Residential Development PRD Application Plan" and with ngt g ty P ( ) PP Units shall bin approved by the Albernarle County Housing Office or its designee (the "Housing shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year latest revision date olOetober 13, 2014 (the "Application Plan"). Office"), At the proposed time of construction of any Affordable Dwelling Unit, the Owner shall in the Marshall and Swift Building Cast Index ("MSI'). The annual adjustment shall he made by provide the Dousing Office a period of one hundred eighty (180) days to identify and approve an multiplying the proffered cash contribution amount due for the preceding year by a fraction, the Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily profilers c er for such affordable unit. The 180-day qualification period eligible pn Lws s y q perm shall continence numerator of which shall be the IvLSl as of December 1 in the preceding calendar year, the denominator of the conditions listed below nutlet shall be applied to the Property if it is rezoned to the caning district, t Owner a Housing O of the approximate e upon written nonce from to O yr r to the sing Office adate the Unit is ' which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the identified above. These conditions are proffered as a part of the proposed rezoning, arid the Owner t receive a certificate of occupancy from the County the "Notice"). Su NIo expected o p y ty ( ) ch t tree shall "Annual Percentage Change"). By why of example, the first annual adjustment shall be $20,460.57 x acknowledges that the conditions are reasonable. be given no more than ninety (90) days prior to the expected issuance of the certificate of 2015 tvISI12014 MSI. Each annual adjustment shad be based on the amount of the proffered cash occupancy, and the 180-day approval period shall extend no less than ninety (90) days after the contribution due for the immediately preceding year based on the formula contained in this Proffer 3 (the 1. Cash Proffer for Capital improvements Projects issuance of the certificate of occupancy. Nothing in this Proffer 2 shall prohibit the Housing amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), Office from providing the Owner with information an income eligibility sufficient for the Owner provided, however, in no event shall the cash contribution amount paid by the Owner be less than The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. $20,460.57 per single family detached dwelling unit and S13,913.18 per single family attached or re number of units that aallowed by right under the zoning in existence at the time of this zoning map If, during the 180-day qualification period, (i) the Housing Office fails to approve a qualified townhouse dwelling unit under Proffer I. or $21,125.00 per Affordable Dwelling Unit under Proffer 2 (the amendment for the purposes of addressing the fiscal impacts of development on Ore County's public purchaser, at (ii) a qualified purchaser fails to execute a purchase' contract for an Affordable "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For ilia e i e the Owner shall have a right Dwelling Unit then, in either cos e O n she a the lit to sell the Unit without lm an g g Y e a h Contribution ' Due, riot it may b less than the Minimum Cash Contribution HOWEVER cash ntr fiou D ,even though y purposes of this Proffer 1, the number of units allowed by right under the applicable zoning is 6velve restriction on sales price or income of the purehaser(s), and such unit shall be counted toward ttio the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash (12), A "market rate" unit is any unit in the Project that is not considered an Affordable Dwelling Unit satisfaction of this Proffer 2. This Proffer 2 shall apply only to the first sale of each of the far- contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly as defined in Proffer 2. The cash contributions shall be Twenty Thousand, Four Hundred Sixty and sale Affordable Dwelling Units. For the purposes of this Proffer 2, such Affordable Dwelling adjusted each year. 57/100 Dollars ($20,460.57) cash for each single family detached dwelling unit, other than an Affordable Units shall be deemed to have been provided when the subsequent OwnerJbuilder provides , Dwelling Unit within the Project. In other words, the cash contributions for the "market rate" single written notice to the Albemarle County Office of Housing or its designee that the unit(s) will be 4, Road Improvements. , family units shall begin after a building permit for the twelfth (12) market rate unit is obtained. The cash available for sate. contributions shall be Thirteen Thousand Nine hundred thirteen and 1 8TIO0 Dollars ($ 13 913 I8) cash -for If requested by theAv' Avinity Home Owner's Association, ( `HOA"), and so Ion as request st ' with'q each single family attached or townhouse dwelling unit, other than an Affordable Dwelling Unit m Tracking. Each s bdivision lat and site plan for land within the Property she • ' de ' to 2u -hall: t st a ) (}_P P PrtY i� a and et es eats al requirements its of applicable health td safety rules or re lotions of the Count and its m 1 m PP Y � Y the Project qualifying as such under Proffer 2. The cash contribution shall be paid at the time of the is • t w' constitute Affordable Dwelling Units within such the lots or units, as arppi able, the Ill nshtut Affo th h - emergency response agencies, the Owner shall install traffic calming, speed humps (or raised cross issuance of the buildingpermit for each now unit, unless the timing of the payment is otherwise specified p g Plat or site plan and iii) contain a running talley of the Affordable Dwelling Units either constructed or walks) in up to four (4) locations along Avinity Loop, generally in the areas shown on the Application by state law. contributed for under phis Proffer 2. Plan. The Avinity HOA shall have two 2 ears from the issuance of the forty-eighth 48th buildin tY (} Y( ) 3 ' permit for a market rate dwelling unit within the Property to request that the Owner install such traffic B. C,Mh In LHeu of Constructing Affordable Dwelling Units. If at any time prior to the calming speed humps along Avinity Loop. If the HOA does not request speed bumps as provided herein, County's approval of ,any initial site plan or subdivision plat for the Property which includes one or more within (2) years of the issuance of the forty-eighth (48th) building permit for a market rate dwelling unit Page 1 of 4 Page 2 of 4 Page 3 of 4 within the Property+, the Owner shall be relieved of installing speed bumps, and this Proffer 4 shalt be within the Property, the Owner shall be relieved of installing speed bumps, and this Proffer 4 shall be fully satisfied. fully satisfied. This Proffer Statemtent may be executed in any number of counterparts, each of which shalt be an original This Proffer Statement may be executed in any number of counterparts, each of which small be an original and all of which together shall constitute but one and the same instrument. and all of which together shall constitute but one and the same instrument. (VARIABLE WiD TH) WITNESS the folloming signatures: WITNESS the following signatures: OWNER; OWNER: Moss Acquisitions„ LLC, a Virginia limited liability company Moss Acquisitions, LLC, a Virginia limited liability company A'(- (4'- By: By: /, a . R Coran Capshaw, President Alan R. Taylor, Manager /\\/- \\/\\/j//j 11 j" .\ .\ \ ,\\ ,7 ._`,// 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE Wallace B. Hughes By: Wallace B. Hughes Avon Properties, LLC, a Virginia limited liability company By: \ c�----- R. Coran Capshaw, President Wallace B. Hughes By: � g � �� Wallace B. Hu ter �/ Avon Properties, LLC, a Virginia limited liability company By: Alan R. Taylor, Manager ��� - ,__N ��� \I SCOTT R. COLLINS- No. 35791 � �� III, Its 1� O ,� " t s s r �� 0 N L A Z _O tl V) W 0 Z 0 Ln I 5n In I-I�2 LU LU H F-- 0 0 ILL! O LU V V Ln V) OU O 0 0 Q Q Q < aLIJ a Q Q ui w w a a uJ Ill Ln Ln cz 00 tb W CO CO W � � Q d_ In ti --t :4:.1_+ I- f_n M T_ CV3 M N d" I V W �0 J W W /� �/ ) }- W ry r< V 0 N t5 LJJ Ce EL 0 0 J Z 1-4 II V) W F- rF- V l W E7-1 1-- , z -o 0, ar w 0 W 7Z w0 -0 z w 0 D J J N O U 0 c 0 co D o y I D 0 U O ti ,_ Wat � 6 L 0 t 3 C � _ N a N 0 Wo - ar L a �, (� a 0 r � o 0 _ ZC o D, C '' o D _ 0 � = 0 C 17 o u L.L (-D� F, c c w 0 W V z o o z F- w n E z g _J 6 J 1 O a (-) _?�) o -0 >, c -r o 6 1�:. Q U o 2 L' in 1 C > U U D o U x v 7D Ill . _ F a 6 0 m ti -0 E D� U o to t5 -D D U W= 2 D_ , U � JOB NO. ° ID 092033 N o 0 -D o SCALE o 3� AS NOTED D Q SHEET NO. � v o_ to 7 'D >, t a I—D HIGH PT STA: 11+47.96 HIGH PT ELEV: 555.33 LOW PT STA: 10+50.00 PVI STA: 1 "1+62.12 LOW PT ELEV: 552.09 PVI ELEV:556.89 LOW PT STA: 10+15.00 PVI STA: 10+75-00 K.- 7.05 LOW PT ELEV: 551.44 PVI ELEV:552.59 LVC:98.00 {-'V -,IA' VI ELEV: I + 551.39 K: 2 Al j 0 N. 1 I LVC: SSD�230' /.UI 0.00 00 d Lo SD=12 ' n j 560 vcs: V- n 0+10.00 o - o Ln 0 N Ln o CDT r��'� l --- ---- --� --- + Ln w - - --- + --- - E - - - --- - ---- ----I - -- ---- - 560 EV BVC 551.49 + Ln + Ln.. w .. u j EVC 551.49 1 SSD= 8' U m U � LOW {�T STIR: 14+ 5.00 ( I� 555 > E -- ' MIN. COVER -- --- -- - LOW ----P I PT EL V. 529.45 - --� --- - - ---- - - - 555 -- -1 OVER WATER MAIN } STA : + a . O 0-- -2. 0% E ' PVI FILE K:1 . 531.� .14 1 I ZVG:9 j 0.00 SSD 124' 001 550 <t 550 8"x8 2-8" TEE !G. 1" A.R.V. j 0' �- IV. - - - ---- - - - -- -- - - - -- - - - - -- - - ----- -- -- �_' -- -" -- - - - ---- ------- --- - - I ---- - - - --- - -- PROPOSE --- DIP .0' DRNG-W - - -- a" cL. 52 IL L - -- 6" TEE 6" G. E-H -- - - ---� ----- ------ 5 I5 f----- --- 8" 1 m �> 545 j 63 .�-- 1 - -- -- -- --- --- ------ - - -- --PR POSEDE CL.52DIW/L ----- - - ---- i 60 -----o ------ ----- ----- ---- -- - - -- - ---- - -- - -- -E ----- ------ --- F --- 540 L T49 (1.1' DRNG-W/) 17 8 WA CL. 5 ERLIN D.I. 540 LOT 50 -- - - ---- - -- -- -� - - - +- - -- - - SAN LAT. OT 5z LAT. -- -- - ---- - -- - - - -- - 535 LO5 SAN z LAT. ` 535 - - - - - - - ; ! - -�-- ---L SA .LAT. - SAN. LA--. -- ----- - -- - - -- -- -- W w LU - - ---- s3o - w w � L - -� > ---- r --- I -- - - - fi - (eft LO J T55 'sAN LAT 8 TEE x6; - -- - - - I--�-� - Q (9 4 w 0) I 0 z_ -.70 -- 0 --- 530 I- w o --- - - ----- -- . (---- -- -- -- - - - - -- - - -- -- - 1-6 r' G.V. -----+.-�_ SAN. I�AT.-- 1 56- - -- - - - PROPOSED - 8"G.L. -i-D 52 DI - f� - - --- - - --- - - --- ---}- - --- - - -- --- 525 E57 525 23 T LO 60 522 z I SAN. LAT. saa.i LAT. I SAN. LAT. 522 J W c. C O 00 d L LOT59 � SAN. LAT. 7 8"-90° BEND N �� W W C9C7 It LOLLn � °� L[) �n J'i 0 T)� t6 In`! Lotr) L �j `-n L �04 LOT 61 Lo W L� SAN. LAT. 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 20 MPH DESIGN SPEED MONTAGUE STREET LOW PT STA: 8+17.50 LOW PT ELEV: 524.05 PVI STA:8+00.00 PVI ELEV:524.83 K 34.56 15+00 15+50 16+00 16+5016+75 0 0 0 In I I 0 Ln LVC: 35.00 BVCS- 7+82.50 LOW PT STA: 8+95.46 w BVCE: 525.79 LOW PT ELEV: 522.30 m PVI STA:9+00.00 EVCS: 8+17.50 II 540 j HIGH T ST : 6+ VCE: S 4.14 524.051 D=940' 7- I K: 1 LVC: 165.00 .41 j , Q m 0 > � w 540 LOW PT STA: - 6 04.56 HIGH PT ELEV: 528.48 � o Ln of 0 00 _ -I- EXISTING I SSDz119 VERTICAL. CURV LOW PT ELEV: PVI A 6 ELEV: 127. _03-8 27.27 - -- --- ---- PV P�ELE._: STA: K:1 +22. 529_08 ,.E3 6 - `� Co I CoN Imo, -- -- ---- ��j° ---- 535 : 2 84 - -�- LVC: 1 0 0.50 - 6i v m - -��- - w v w - - ---1--� O { - - 535 I SSD 204' BV BVCE: -- - S: 5 j98.88 $27.37 E '' - - 1 r l I > m - ---� --- - - - - - 71-STF G-R15 T�- ILL] I VCE:LD= 35 ELEV. -- 528.6 - 530 I --- S23' - - - m --- - - U)ILJ - - --- - - - - (NOT THIS FART P LA E -- / -- --- -- - I 530 I STA 110+ DO. DC 0 I 1. 52%d - \. ELEV. 525.3 525 -- -- -- - -- ---- 8' - 2 - TEE $ E_V. �9g ° VDOT STD . - - i - 5 2 5 -VDCT C D STD 1 - - -- -4 4 % FVDOT CD- 2 STD. I ( LOW iPT STA: �PT 9+ .52 7.50 _-c}0 ��� - --- - _ g,'x6" _ _ TEE - - ------I - --- ----- - - - -- -- - - -- ---� W/L ----- ---- ---- --- LOW -PVI--- PVI EL A: "T0-56- LEV:5 V. 52 7.85 .72 -----T----- ------- j I T F -v 1--- - -- - - --- j - pv K: 25 00 520 8 CL. 52 D.I. az - -- - Z ��a0 --- - - WAT 1�PROPOSED8"CLI2DIWIL RLINE U U) PROPOSED "CL. BVCS:L BVCE: 9+8 524.72 .50 515 60 (6.2 DRNG TN/L) LLI U ¢ (1, 5z DIP DRNGtS/L) IL EX 8 D-1. ' CL. ATER 2 INE 534.10 ING R ADW Y CURVE 515 E�i��. EVCE EXIS, w r CO 05 uj I- 510 1 - ---- --- - - -- -w r a0 �� zCo of--- -- - -----�- --- - ----- -- ------- ---- I T ---- -1 - --- -~ z w---- ----1-- r �o I - - �- f - "J � U " - III �- zw ma'`s' Q ---- - - - - - - - - --- { -� --- - -- ----- - -- - - -- --- - -- +--- --�- --- --- ------I - - 510 - -- ---- --- t 1 -----�- - III -- - --- 508 j �� a z j I I I 00 i z ! � z° � i I I 508 J J t7 Coa? O d M 00 F_ w_I- Co 00 m ~ 0 `r ro (D 00 00 W W W CC) rr� Ln h co r 7 N Ln !o h `� rrJ N n Lo 00 N Ln U) t co N N Ln o 'i N I.() eV � N n Lo nj r � N N Ln L r-i � N N LC) L N Ln 00 N Ln N tr1 Ln Ir 17 Lo Lei. 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 20 MPH DESIGN SPEED DEG RAW STREET J J W W W Lei. NO TES: 1. ALL STORM PIPE SHALL BE CLASS l/I RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED, 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LA YERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04- 3. ALL FILL MUST MEET 957, COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3.5 ' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VER TI CAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM S TRUC TURES. 8, VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. HIGH PT STA: 11+20.49 o HIGH PT ELEV: 566.43 o PVI STA: "11 +20.75 + PVI ELEV:567.19 o K: 16.30 II LVC: 100.00 In SSD=226' Ln In Q r r` 1 (C) HIGH PT STA: 11+85.00 HIGH PT ELEV: 565.21 PVI STA:12+25.00 PVI ELEV:563.98 K: 16.71 LVC: 80.00 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 10D 200 ( IN FEET ) 1 inch = 50 ft. 5707cn E� o T �--- 0 o --- 0 fr ± o r o N o SSDT265' --- E--i-- 0� o cc Qo ---- ---- - --- --- --- _ - -- - -- 570 m II Ic Im�w _ I N �W E LLJ > > �� U - I ------I-------�- I ---1 - - ---- ---- - 0W -� _ .o 565 3.5' MIN. VER WA 560 OVER IER MAIN - 1 - -- - -- T - -- - --- c> 1 E. - 6" -TE'iE 6 G.V. A. - - - --- I � H+G-F+- HIGH PVI -fit: PT ELEV: STA:�14+25.00 -+Oa.Oa- 550.20 ----- -----+ -- - ---- - ------ - - -- -- - - - -- - - -- - - - ------ 560 - -- PRUPOSD (3.3' 8" CL. D R N G -1' 2 DI WIL L -- -- -- - - -i - -- - -- -- - -- -- - -- ---- - - - K : 5 LVC: .18 0.0 0 --- --II i-- -- 1295 --- - - --- - -- 1-8" 555 I V-- 55 ,8�g 0 oI o cDSSD �n O CD �n � I 555 - j LOT SAN. -E 20 AT. SAN. SI �s- -AT. LOT 15 N. LAT. - %8" TEE - 8" -- --- - V. -----�--- - -- - - -r -+- U a - - U I f- -- -- --i - -- ---- --- 550 AN. LAT. I�OT SdN. i8 LAT. I _L i m ILI -- -- -- - -- -- -- -- - 550 �- 545 - ---- - SAN. LAT. LUT 82 SAN. LA PRUPO DIP (1.9' �RNG-W rJ 8' 3 -g, !-- TE`r - V -- - -- -- - --- --- E-------�--- ----- -- ---I - - 9.37 - -- - --- - - --- 545 ED 8' CL WIL 52 - L) -- --- I LOW LOW 3T STA: PT ELEV: 16+48.58 5 -- - - - - - - _ --� - - 8" C . 52 D.I. P PA S TA: ELE 16 + 2 5'I. : 530. y76 41 F - --�--f f ( 4 8" CL. WATERLINE K:1 LVC: .06 6.35 1 SSD=2 1' PROr,OSED 540 -�-- -- --- ---- - - -i--- I - -� - 5 4 (4.1 PR DIP wl W/L-S POSED 8' (l.0' DRNG-W/L) L) CL. 52 D W/L� 2 - i--- C, \l - � Co r - --- 540 ' --- -- ------- ----i- t i- U I a � LOB' J m 535 i-- --- - - -- - ------- ---}- -t-----{- I SAN - L SA 48 LAT. T 47 LAT. 119 -- -I --- > --- -- -- -- --- 535 LOT 46 J - -- --�--- --- j- - - ----- -- -j ------- �----- -SAN- � AT�-1---�---- � 1 - --- --- -�----- -- --- -------- -- -- - --- -- Cn ado --- - -- 5 J 0 - -- --- -- -- - - - - -- �- - - 1 L SA T 45 6 . 4T - - - - ----+� rr� ' S 3 0 525 I E + ILOT 44 LAT. - - -- -- - - � I -- - -�--- O 0� ° W - Q C7 I I w J '525 1 I --� i ---I _ S _N. SAN, _ LAT. -- -- I PROPOSED (1.0� I 8" CL. , DRNG-IW/L) 2 DI WIL / 520j - --- -- ---- -- --- I - -- -� - - -- - - ----- �w �- -- -z !0:; w -- - - - - -- -- - - - ------ --- �nJ Iu Lu ---- - -- --- -- -- --- - - - - --- -- --- - -- ---- SA - -- - . LAT. -- x -�-- -- RED�ICER 1-6" - - G.V. - 520 -- --- ---- -� o -- 515 �o r ( o �� ram- �� F. H.A. 515 - - - -E-- - ------� ----� - - --LLI, m -r - --- --- -I - --- -Q - --� - - -- --�--- } -I--}--- LOT SAN. L 2 T. 5121 I z n 'Co i 512 cal Lo co trj rr) Co M r Co [f) (D �1 I, nl 'n N cal 0 O 00 C� OS N N 10 CD _0 to Ln Lo Lf) Lf) tf1 LO Ln Lo 10+00 10+50 11 +00 11 +50 12+00 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 20 MPH DESIGN SPEED MOFFAT STREET rlH o� r, f OSCOTT COLLINS� N0. 35791 ,IIIgj►� m 0 I) w 0 z 0 V) w Ine z z H 0 0 w w o 0 0 0 0 0 ¢ ¢ u U Q Q 0 t� a a U U ¢ ¢ w w Ce W w En En co co ao ao ao Q n L] cI a ,--I 1 N 'r M a SCOTT R. COLLINS- COD O No. 35791 HIGH PT STA: 10+35.87 HIGH PT ELEV: 563.96 j0NAL����� PVI STA:10+85.87 PVI ELEV:562.96 K: 14.49 Z QO U L LLJ a z z Q W W E C) 0 0 Lu w O O Z Z 0 0 0 z z U U z > > w m m o 0 a U U _O � ¢ ¢ z_ U? a. o_ U U 3 0 0 ¢ ¢ (N °� z �W � w w �/ O aC w OVER w0 H ¢ LUJ n U) ae Ce i,i: m Ld V) J m Li .-. co ao ao ao ao w CL. 52 ce) t'7 N i 0 00 N Z N Lu Lu W E3 z -j f 0 `f�2-1 W -J W -j L9 Z LL cc Ln Ln Ln o LL O 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+0016+25 � 20 MPH DESIGN SPEED = �- BERGEN STREET U w Q = Q O ry ulLu ui L L U) VERTICAL SCALE .. � NOTES: s o 2.5 s 10 zo ® W �,�•� - I. ALL STORM PIPE SHALL BE CLASS ill RCP UNLESS NOTED `�„ OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES W I MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST ( IN FEET ) PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE 1 inch = 5 ft. U) UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBAND BED RSPECIFICATION 303.0EA IN ACCORDANCE WITH VDOT 2007 ROAD so o HORIZONTAL SCALE 200 W 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER 0 0� SANITARY SEWER. ( IN FEET ) Q 5. MINIMUM 3.5' OF COLOR MUST BE MAINTAINED OVER WAL 1 inch = 50 ft. 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & u C) SANITARY SEWER MUST BE PROVIDED. 0 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM N L S TRUC TURFS. O w 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). JOB NO. 9, THE DUCTILE IRON WA TERLINES SHALL BE WRAPPED IN 092033 POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED SCALE DURING THE CONSTRUCTION PROCESS. AS NOTED SHEET NO. 9 5�0 � 100. 0 I I I I 570 � so=2Q�i' I 560 8'x8' I TEE 1III HIGH PT STA: IGH PT ELEV 112+6'� 00 547.p2 I I 560 2- 8'� G_V_ - ---- _ _ _ _ ...- ------ ----- --- -- - Pal-�A:-1-O PVI ELEV: 9000� -' 44.8E ---1-------- - -- -- -' - -- ---- -- -1--- I - - - I - � - -- ---- �-- -- -I--- I - - - - - - ---� -- --- ----1----- - -- - - - ---�- � 555 La-ra� AN_L,� 80 -- - - - -- I - -- � -- ---- K18. o o SD-4 � ---- + � 1 I 50 � Ln � -- =�- Ln --�-----Lt7�-PT_ I LO PT STA: ELEV: I VI ST j 1�+13.1 . 14+31.37 --2.6.76 -----�--- --- -� I 555 550 S ILOT N. LAT. SHIN. I LAT. � N U m j -_�� r w � I PVI EL r LVC V: 52 163.50 .39 � -� - � �-- ---- 550 545 - -- ----j ------ AN. LAT. s �aT� N. LAT. I i �� � �� � r HIGH PT STA: 10+23.67� HIGH PT ELEV: 526.11 SCOTT R. COLLINS�e PVI STA:10+38.67 No. 357�J1 PVI ELEV:525.81 K: 3.20 LVC:30.a0 `��al�' il ��t� SSD= 1 � �a S j0NAL E� CD cn 34.67 z ¢O U u 0 z z W W o 0 520 o 0 E� o 0 z O O M � U Q U U 0 0 W N N¢ �Q U U V) d E U U Z ¢ ¢ 4515 Q a a u ¢ � o o ¢ a W W W a LZW aW co o c ~ ¢ SS LQl ji Ce W m 505 505 z Lu ao L70 ao 0o uo l0 n Ll M a _ n ,-i N M ct Luo)oo Cl co C�7 > - - --------- N i N o ° N � N 7.10 W o o V) 1.1.J LU J ° J CJ 0 �, w o Lu Lu w ,aC J °' _ o � z O �-1 LL o ° J v U 7 LIA C6 Cd (xi m 0i 03 Cd ()0 r'� 0 LC) vi LO (d L0 zL.L 1 o <_ 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 22+50 23+0023+25 W 0 p ACCESS ROAD u Iw C, w ° Lu 15 MPH DESIGN SPEED - z � � W W Uz VERTICAL SCALE s o 25 s 10 zo NOTES.' r� w � J 1. ALL STORM PIPE SHALL BF CLASS 111 RCP UNLESS NOTED w OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES >� o IN FEET) MUST BE PROVIDED. J ( 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 1 inch = 5 ft. PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE o UNIFORM LAYERS NOT MORE THAN 8 INCHES IN �-- 0- THICKNESS BEFORE COMPACTION OVER THE ENTIRE HORIZONTAL SCALE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD w 50 0 2s 50 00 200 AND BRIDGE SPECIFICATION 303.04. x 3. ALL FILL MUST MEET 95� COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. ( IN FEET) 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 1 inch = 50 ft. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM o SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN W/L & C7 SANITARY SEWER MUST BE PROVIDED. N o 7. VDOT STD. 15-1 INLET SHAPING REQUIRED ON ALL STORM ° STRUCTURES. _ 8. VDOT STD SL- I SAFETY SLAB REQUIRED WHERE DROP a N GREATER THAN 12' (NO SL-I ON SANITARY MHS). JOB No. ° 1 0 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN 092033 ° POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL SCALE CONDITIONS, WHICH WILL BE TESTED AND INSPECTED AS NOTED o DURING THE CONSTRUCTION PROCESS. Q SHEET NO. 10 � r o 530 + � � .. � >I `� ;�i ' .. � � � w I LOW T ST LOW I PT EL P I STA: P�/I ELE � -I 1 +I V: 51�0.64 1 + 5 0.0 : 513.13 5.00 530 L VC: oco b0.00 oar SSD = � 00 0' -- --- -{ I Um > Uw > I � -�- T I -E0 I -P-T-Si=f-A. } +�. ��s i { I I { i } i � ----- --- - - --- -- i - - ---fi-- - --- - ----- - - ---I- I -- --- -- - --- - - -- - f - - - - -- - --� i - - --- }------ ------ -- ------ -- - --- ------- - -- -- - -----�-- --- -------- - -- I 1 ' i� I 1 I IF I -- ----- LOW � ----- PT I=LEV. VI ST � . 13+ �KLV_36 --Lvcl: 225.O�a---- 489.181 2.78 ----------� I ---- --- I - ----- ---- --------I------- � - ----- ---- -------- -- { � � i �-- � I -----;-- ---I-----I------�-- � �-- � -- -I --- 515 510 I cv S S -1 3 0'�---- °' 510 I I I I I HIGH PT STA: 119+14�22 495 f� -�- ------f-- --- ------I - ---- ------ --- --t-- --------- - ---- - - - ---- T --- ------ � - �-_ _--i------ -- -- � -----�----- PVI STA: PVI � LAC: 19 10a'29 64.37 ,85.85 I i I 495 - - -------- I --- -1------ -'------------- ---- I ----- ---- -- ----- - ------I--------I ----- ---- ------- -----` ---- - - --------- ---- ------ I-- -- ------1---- - -------- � ----- --- -- ---- ----- ------------ -- I � `�' N c -- � � ---- � I I I - S D=23- ----- -- -- ------ - ---- -� ------� -- --�--- 490 -- -- - I ---I --- -T-- - - --- `-�-- -- ----T---�-- - I -- -- - ' - --- I --�- - --�--� I � > U m � - ----! � cr> > I w �- --- -� OW P PVI STA. \Et STA:2 21+6�.18 - +69.52 - � �- HIGH f� HIGH T S T T ELEV: 2 2 + 47 I 490 5 3.7 5 .83 I 71 I I > I PVI [� ELEV: VC: 13 472.2 PVI S PVI E A:22 EV.47 46. 00 .67 � .35 o c� K: 3.0 LVC: 1 .5 0 _ 148 5 o � ------ -- --- ------- ---- ---- -------- ----- ----------- ------�---------------�----- -------------- --- ----- ------ ---- ------ ---- -I------ - ---- -----�- -------� r ------ ------ ----- --- ------ -- ------ �- -- -- - -- - - - -�---- -- --- ---{ -----�--- --- - ------ -- I +--- --- ----- -- - - -+ �� � �I BVC�477.1 EVCS:�22+5 EVCE: ' 477.8 .75-- --- --- --I ----- - -I--- - - - - - -- - --- - ---- N I i �> I � c� �> w � SSQ ono 219' 47 547 � J I 5 468 z�, 468 »ww JJ o0�0 �- � �� cv� o� oI�� �Q cvM �� cow Wlei � to s1- '�. d- d. `t .�' �. .d- Fur MH STA:10+41.20 a s 'OTT R. COLLINSZ RIM:492.39 U No. 35791 � INV OUT. 488.87 TO MH 11 MH 11 STA:1+40.16 10NAL PROFILE NOTES: 7 RIM: 493.02 1. ALL FILLTO BE PLACED AT 95%COMPACTION. VERTICAL SCALE INV IN. 488.66 TO MH 12 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. INV IN. 488.66 TO FUT MH _ PROP SED - 495 3. MINIMUM OF1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF s o 2.s 5 o zo INV OUT. 488.46 TO EX MH: KappaSig-2-2 GRADE SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN ---_- I X_ �^ ! _ _ THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ( IN FEET ) 1 ul ACCORDANCE WITH VDOT 2oo7 ROAD AND BRIDGE SPECIFICATION 303-04 1 inch = 5 ft. I z 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB 49 0 4901 & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY --- --- - U THE ENGINEER OF ANY DISCREPANCIES 50 THAT THE ELEVATIONS OF THE TIE-IN E�ISTING ADDITIONAL COVER TO CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. H01�IZ O lv TAL ALA, GRADE BE PROVIDED AT TIME U 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE OF INSTALLATION BY p CONTRACTOR MAY SELECT VDOT APPROVED MATERIAL IN LIEU OFTHE PROPOSED 50 0 25 50 100 200------- -i --- -- OTHERS 0 FL- H VDOT CL. 111 RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING I Z z REQUIREMENTS ARE PROVIDED. IN THE EVENT CLASS IV RCP IS PROPOSED, NO (THE INSTALLATION OF THE POTENTIAL 48 5 I i 485 `_ Lu ui SUBSTITUTIONS ARE PERMITTED. A MINIMUM 2' OF COVER OVER STORM PIPES FUTURE PIPE, BY OTHERS, WILL HAVE ------------L � z E -POTENTIAL FUTURE o >- (- SHALL BE PROVIDED. O O ( IN FEE ) TO BE CQORDINATED WITH THE „ Z ¢ z z 7. VDOT STD. IS-i INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. PROPOSED/ASBUILT SWM FACILITY j 8 SDR 26 PVC O O W W 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN-1 2' (NO SL-1 1 inch = 50 ft. t: g ON SANITARY MHS). OUTFACE, IF APPLICABLE) 482 37.2a LF ®) 0.56% THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE U Q U U p p 9� ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND u1 U) En INSPECTED DURING THE CONSTRUCTION PROCESS. O U U 0 0 Z Q 4 Q Q z � Ce a a U) 6 10+00 10+5010+75 al w a a Vl 0 ac Q MH 14 FUTURE SEWER EXT. ail, W Lu FOR INFORMATIONAL PURPOSES ONLY W N SEINER EXTENSION NOT PROPOSED WITH ce THIS PLAN (ACSA REVIEW REQUIREMENT ONLY) z EXISTING 70 570 00 av oo ao 00 Lu r o , L M N 95 d'co d' I )0 550 O ° N G N Q o o >� En w J J o W oCca L `� o �-- o ,� �. J U STA: 0+00.00 O FW-' t'- f 0 s= r^ r� V 1 �J o 495 w W w J w U) z c� F--� z w �.- .®- w w Q U) 0 F-- ll 7 w X S t� <■^/' L V C ci a C? N tj W � z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+75 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25 _ CL cn JOB NO. 092033 MH 14 EX MH KAPSIG C MHzo-MH1 SCALE 1"=50' SHEET NO. 11 ` S F GRA DE i I I 545 _INV OUT. 536.70 STA: 6+06.52 RIM:545.31 TO MH 13 � 545 _ _ - --- -- - , r -- -- -r --- - - - -- ----- - -- -- -GRADE - -- -- - - -- � - --- - -- - - ` - � - APPRiOXIMATE PROPOSED 8'� LOCATI CL. 5z DI N OF W/L 535 MH 13 - -------�-- STA:3+85.72T- I II-_�----- RI M: 527.46 1 INV IN. 517.85 TO MH 14 --- ---- -- --- --- ------ -- ----- ------�-------- - -- -INV OUT. 517.65 TO M H 12- ---- ---- - - ---- ---- � - - - - -- -� - -- � -- - - - - '-Y= --- ------ --� i (1. - --- ----- 535 - 49 'DRN ---- -- - -SfL) --- ------- ---- 530 ROPOS D I G T 530 j----------------- -- --- -----�-----I; ----- ------ ----- ----- ------ -----; ------ -GRAD------�---- - -- ------ '-:�'--- -- 6Q��09� - �------I ---- ------ -- -- - -- -- i PRO OSED 8" CL. I--_ - - I ----- --- -- --- M H 12 � 5 DIPW/L � 520 ! STA: 2+50.24 ( I j----- -- RIM:509.54 I -- {s_6' W/L-S L) -- 45 D �G-S/L) I ; 520 (1 INV IN. 505.00 TO MH 13 OUT. 499.40 TO MH 11 I I ---_--- ---__--- --- - --INV 5 "15 j - - - � --- i - ----- --- --- - (4. I D R N G � 515 STA:1 4Q.16- +---I- - -- -- �,ti• F ®�. --- -- RIM:493�.02 INV IN. 488.66 TO MH 12 INV IN. 488.66 TO FUT MH - - ------ --------- - -� '� - - ----- --------- -- INV OUT. 488.46 TO EX MH: Ka paSig-2-2 ----- --- - ---- ---- - - ----- - - � - ---- 510 - �---- --- - - --- ------ 505 I - -- -- - -- I - --� - - -----� 505 EX MH: KAPPASIG-2-2 -----_-----�� - - ------- --- ------- ----- ------ ------ ----- ----- ---------- ---- --- RIM:497.87 I TERNAL ROP6oIINCH---_- INV IN. 487.78 TO MH 11 I DIAMETER MANH LE 500 _ I EX INV OUT. 487.58__ 500 I � � � I (CONTRACTOR TO ENSURE 49 5 �.5' COVE MANS NITARY I I j ----}-------------�--- - -- ---- - --- ----8„ SDR 26 PVC ---- ------------------ --- 1 a6.08 LF ®10.12% ---- ---- I-- ----- -- --- ---- --- - --- -----�------�-------- --- -- L� 8» c�.. 5a DIP --- - I------ ------ ---------�------------- --- -- -- --- - - ------ ------ 485 � 136.16 LF C� 0.50% -- - -- - -- --� - - - C 4801480 J J W W <~I a� d- cfl c� r� c9 � � (D O � a� � N �j cn OQ �j N oo �' Osfp � crD � cfa d- to � tj `fl 00 d= 07 0� � rn 0-) `r O `� O tc') `� ►f} � nl � `� N �l} 'n r r� � to ►n `� if) � � W � � WW o O W � � Lei.. ' - --- - �- - - -- --- - - -- - ---- -- -------------' --- - -- -- i - I STA: 4+81.631 MH 10 I I --- --- ------ - -- - ----- --- - - --- � I I � I INV OUT. 555.08 RIM: TO 562.44 MH 9 I � 565 �0 � 560 { I I I PROPOSED GRADE ' - �5 ( � MH 9 STA:3+41.86 RIM:551.30 I INV IN. 542.71 TO MH 10 NV OUT. 537.50 TO MH 8 _- ---� I � � ----- I i - 555 I ' XISTING ,TH 0 SCOTT COLLINS 0 U No. 35791 11-- s`IOJVAL 'E is 0 Ln Ln Lu ui 0 0 Z 0 Lu Lu 570 z z z 0 0 =5 MH 6� MH 7 U u U 0 w < < U STA: 11 +15.05 ILU En En STA: 9+06.02- 0 J --J - - -- ---- ------ --------- U) u z z RIM: 564.01-- z < < < I INV OUT. 555.58 TO MH 6 z 0 Ce Ce --------- - -- ---- K) INV IN. 554.44 TO MH 7 RIM: 563.37 Lu Lu < < Lo a. 0- En W 565 1-4 =M_ -INV OUT. 554.24 TO MH 5p u 20 0 p :4 < ce Z M Ir- m Lu Lu Rul W LU ln� Ce :20 T 0 F-.q- -------- 2 Lu ill V) ul to 0 > Lu LO Ce 560 r- 0 COLO 00 LO Cq C411 LO PROPOSED 3" CL. r- 600 LO + $2 DIP fL Lu fn fn ul;�:D I 04 U-) 0 (5.6' W/L- S/L) U) 0) U-) + L02�D tL0 .. PROFILE NOTES: Lo K) Lo 0 > > ce < LO OCOMPACTION. 1. ALL FILL TO BE PLACED AT 9594 ml_EZK -1 .5'OF COVER MUST BE MAINTAINED OVER W/L. + 2. MINIMUM 3 LO L02�D =5 (n z 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND -1.5'OF LO-0 --------- SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. - ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL 555 A�PROXIMATE :2 (n CK 4. LOCA N 10F 2: 1' 8" CL. 50 DIP WIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 10 53 55 OPOSED 8" CL. 521 56% THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN 205-04 LF 0 ACCORDANCE WITH VDOT 2o0/ ROAD AND BRIDGE SPECIFICATION 303.04 - - - - - - - - 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB PROPOS ED 8" CL. & GUTTER PRIOR TO CONSTRUCTING THE EXTEN51ON OF THE ROADWAYS. NOTIFY 52 Dl� W/L THE ENGINEER OF ANY DISCREPANCIES SOTHATTHE ELEVATIONS OF THE TIE-IN 55-0 00 00 00 00 00 LU 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE Ln 6 N r1i CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OFTHE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING m POSED- 0-52 REQUIREMENTS ARE PROVIDED. IN THE EVENT CLASS IV RCP IS PROPOSED, NO IP W/L F R ARV v SUBSTITUTIONS ARE PERMITTED. A MINIMUM 2' OF COVER OVER STORM PIPES 9' W/ SHALL BE PROVIDED. 7. VDOT STD. IS-i INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 545 8. VDOT STD SL--i SAFETY SLAB REQUIRED WHERE DROP GREATER THAN '12'(NO SL-1 (1 9' W/L �NG. ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE I oo DFN�._S/ 0 ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND I --- --4 INSPECTED DURING THE CONSTRUCTION PROCESS. 16 63 EXISTING - 9� co CL. 50 DIP 540 GRADE 8 50 0�? --126 0.75%9 .()2 LF .()2 LF (7) LL_ S7rR. @ ?..0 (1, V W/L-D N G, MH 2 STA: 1+98.31 PPOPOSED o co 0 RIM: 527.68 ;RADE �---- 535 1 0 INV IN. 519.58 TO MH 3 0 0 0 INV OUT. 519.38 TO MH 1 ------ 0 LO < MH 1 C) 0 -RIM: 525.82 5 3 0 Lx i2Z I INV IN. 518.46 TO MH 8 Lj 0 Loz STA: 0+12.57 _4 C\l 15 INV IN. 518.46 TO MH 2 EX MH 3 0 l-, 1, 314.40 LF @ 6.33% o INV OUT. 518.26 TO 8" CL. 50 DIP PROPOSEDS" CL. Dir W/L VERTICAL SCALE 525 (3.272 WVL-S/L) 5 0 2.5 5 10 20 � I -- � ____ --- - I I _j U) 23 L) HERMON= DR 26 PVC_ 8" S' lu I co IN FEET F 0 0.51% 0 520 Lli 1 inch 5 ft. _0 L9LL his r HORIZONTAL SCALE 8" CL. 50 DIP, 0- _u U- 50 0 25 50 100 200 8.57 LF 0 0.70% 5�5 E RNG -S, L) 7 IN FEET > > 0 go 04 00 n 0 03 04 (a C*4 L0 04 Ld LLI (D N 04 0 (0 F_ I LO CD 00 0). (0 F_ . rq 0) 'k CF) Lu -0 . N (D I (D 00 LO 04 C� 0 I inch 50 ft. _j _j Q0 C� Ln co (D Lri �n LLj Lij C D od L6 �0- (0 �0_ 46 Ki -0 rr) r� ::T 0) C� F) 0 F) 'q- Ln C-0 (_0 Q0 Q0 C14 C14 N 14- "t L(-) L0 LC) in Lr) L0 (0 (0 (0 (C) Ln (0 0 Ln L(-) Ln to Ln LC) LO L(') Lr) �n Ln LC) T) U-) T) Ln Ln (0 LO L0 L0 LI) > Ld Ili_ Lr) L0 V) LO LO V) L0 LO LO L0 Ln u') Lr) LO L0 z E < 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11- (j) uj Ld LL] z Z MHO- EXMH 3LCl) 0 Ld z(n F__q z _j LW 0 w > < -0 U) J ❑ Q) LL] (L 0 < u 0 0 C\j Lu Ln v JOB NO. 3 J37 092033 H 6 _T' SCALE 1 50' SHEET NO. 12 I i I C I 1 •d-= I 1 { I I i I I i i i � 66 � _� ��- T � � � ` � t Cat � ' -�------�-�-----�---- ---�--�-- --- --- -I---� --- ----i--- - - --- -- -- -�-- 13 i i I I � I t i tp rn cD to 560 STR:64 VDOT STD. DI-313, L=4' STA. 0+00.00 TP=551.94 INV OUT: 545.05 TO 60 550 PROPOSED 8" CL. 52 D W/L- (1 C' DRNG-W/L 545 540 538 > > 560 EXI TING STR:18 VDOT STD. cR _�E DI-3B, L=6' PROPOSED STA' 0+00'00 GRADE TP=548.29 �- 555 INV OUT: 541.46 TO 16 STR:60 VDOT STD. DI-3C, L=6' STA. 4+11.40 TP=551.95 INV IN: 544.90 TO 64 545 INV IN: 544.90 TO 52 INV OUT: 544.80 TO 66 ----- --- ___ PROPOSED 8" CL. 5 DI W/L (1.1' DRflG-W L) 545 �15" CL. III RCP ---28.64 LF 0 0.52 5-4 540 FOSEa 8" CE.-5-0 DI 1.7 DR G-S/L 538 J J �? ww r to W LOi 0+00 0+50 0+75 STR 64 - STR 6o PROPOSED 8" CL. (3.4' DRNG- STN 540 -+GRADE-- 540 �I I I STR:16 VDOT STD. - - - -- cN DI-3BB, L=10' 535 _ `� 535 STA. 6+38.52 GRADE STIR: VDOT STD. �o ! �- STR:22 VDOT STD. TP=548.26 STIR: 24 VDOT STD. _ - ' DI-3BB, L-6 PRa as D 8" CL. Lo ° DI-3B, L-6 INV IN: 541.11 TO 18 STA. O+02.$3 (3.7' DIE WI ------ ~ oo c7 o STA. 1 +12.40 --STA. 7+96.34 5 0 of ---- - --- INV IN: 540.70 TO 66 I - - - o •-Cq - TP=525.82 INV OUT: 534.31 TO 14TP=534.18 > d a �n TP=534.49 INV IN: 523.70 TO 16 O m +Cd INV OUT: 519.74 TO 20 INV OUT: 525.51 TO 14___________-INV IN: 524.35 TO 24 530 N m 0Nz PROP 'sE\ 530 , ' " V) GRADE PROPOSED 4' S/L LATERAL FOR LOT 61 j I INV OUT: 523.60 TO 12 � I � II > � (1.o S/L-DRNG & 1.5' S/L-W/L) 545 In 0 (n�_ (ASSUMES 2.08� SLOPE WITH AN _-- _ INV. AT THE MH=521.03') 545 545 i I I I XISTING GRADE I 540 PR POSED 540 STIR: VDOT STD. DI-3BB, L=6' - - 530 530 STA. 8+85.85 525 525 I I TP=529.14 , 540 PROPOSED 8" CL. 52 DI W/L- INV I N: 517.86 TO 14 (3.1' DRNG-W/L) _ _! INV IN: 517.86 TO 20- - 15" CL. III RCP INV OUT: 517.76 TO 10 35.08 LF 0 1.00% 3-2 PROPOSED 8" CL. DIP S/L 525 23.. 525 520 f 21 520 So _ 1 (1 0' DRNG-S/L) 19 535 3-2 15" CL. III RCP - (I o' DRNG-S/L) _ -_____ ____ _ -_____ ___ _ L15" CL. III RCP 35.35 LF 3.28% 15" CL. III RCP ROPOSE W/L LOT �1 LAT. 71.24 LF ® 0.96% 532 520 520 41.16 LF 2.64% 515 C OsslrlG (1' MIN,) 515 J J Ln m tO J J t\ CAI U) � 00 CA w w C i j �j �`) w w c) LO 00 N LO N c`1 LO N WI0i WLLi LO U) LO 0+00 0+50 0+75 0+50 0+00 0+50 1+00 1+25 STR 18 - STR 16 STR 24 - STR 14 STR 22 - STR 12 550 -- STR:50 DI-3B, STA. VDOT L=12' -0+04.04 STD. - -�--- 550 TP=543.90 -- - ---` -- - -- -- - INV OUT: - - --I 537.81 - - TO VDOT 48 -- r STIR: 48 STD. ---- - -- - -- ---- ---- - - --- -- - - - -- - --- 545 DI-3BB, STA. TP=543.69 0+31.18 L=10' ----- _ ------ - 545 --- I INV IN: 536.58 TO 50 INV OUT: 535.79 TO 46 -------- ---- - - ---- - - I 540 - -- T PROP SED 8" C 52IPWJL RNG- S- �I - � � --- -�- � - 540 q 9 i { PROPOSED HYD 1.7' DR FIRE T W- G-s/L'STA. STR:46 VDOT STD. - 1+67.50 535 I - - - - - 1 - TP=531.81 INV IN: 524.81 TO 48 -- --- -- 535 --- 14 3 _- I N V I N: 524.81 TO 44 G" (1. DRNG s/L} INV OUT: 524.71 TO 42 530 15" CL. III RCP 135.22 LF ® 3.49%_ -` d, •`? 47 c� i, ' ,, - APPRO, IM,ATE - LOCATION OF --`PROPOS Q ffi`Ctrt I - 530 •QC,� `� z DI W/IL S f ROPOS D STR:42 VDOT STD. -- - -- - - 5-- - --- --- ------ - --- `fD S" --- - - -`-' --- ----- !GRADE ---- I ----SDI-3CC L=10' 525 EXISTI GRAD G _ STA. 3+17.72 TP=5522.26 'INV IN: 513.75 TO INV OUT: 502.65 T 520 43 s0_. 520 - - 515 - -- - - I _ � Off,• _ PROPOSED WALL 508 B 515 510 ---- j - ----- - --- - - - 510 13-12 (4.1' DRING- /L) 505 ---- PROPOSED _5WA 505 I i I I ' 498 B W rI 500 I I ---- i- I ---- - _ -INV CUT 498. 0 500 495 -' ------ -- --- - - - - ---- - ---- -- - - - --- -- ---- 15 -- --- 29.76 LF CL. III 0 15.62% RCP -- 1 495 492 492 JJ . n 1. O . N r n . n p . C p � ci Ln LO Ln O Cn N w L� n 'n L" lqt'n Ln rr) 'n Lr, u� Ln V) Lr, wi 1n LC) L0 vtvv v-i-au l+Uu 1+OU 2+00 2+50 STR So - OUT 3+00 3+50 3+75 � 6 (0 'N OP 0 530 V) d 00 530 I-- n Ord XISTIN STR: 28 VDOT STD. > J ¢ 00 `n GRADE STR: 6 VDOT ,STD. + Cy _ DI-3BB, L=6 DI-3B, ---- co o Ny, - ----- - - -- L=6 N °° u - STA. 10+63.69 STA. 0+03.73 '0 Q if / TP=527.61 TP=522.81 On o On I`__ __ INV IN: 514.35 TO 8 INV OUT: 515.18 TO 26� 1 i - INV IN• 514 35 TO 26 520 APPROVED AVINITY I, PHASE IV SANITARY SEWER CROSSING (MH3- ASBUILT MH 10) 1.0' DRNG-S/L 515 OPOSD INV OUT: 514.25 TO 4 ',RAD I 520 52 DIP /L (1. DRNG S/L) 515 ' -- 15" CL. III RCP � 1_15mCL. III RCP 510 37.21 LF 0 �0.50% 109.06 LF ® 0.50% JJ C\CD ' ww m O N o c2 N'Ln o�i�� � Cs W� 0+50 1 +00 1+50 STR 28 - STR 6 540 PROFILE NOTES: STR: 44 VDOT STD. i. ALL FILL TO BE PLACED AT 95% COMPACTION. DI-313, L=10' 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. STA. 1 +67.50 3. MINIMUM OF z' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND z.5' OF TP=531.70 SEPARATION BETWEEN W/L& SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL INV OUT: 525.17_ TO 46 AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB- & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OFTHE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SOTHATTHE ELEVATIONS OFTHE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 530 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE --- CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED. IN THE EVENT CLASS IV RCP IS PROPOSED, NO SUBSTITUTIONS ARE PERMITTED. A MINIMUM 2' OF COVER OVER STORM PIPES - -- SHALL BE PROVIDED. 7. VDOT STD. IS-i INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 525 8. VDOT STD SL-z SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-i ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE 520 �1�141 ( IN FEET ) I inch = 5 f t. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft d- IM 0 V) 5 ~o N �I. O CV a N J m r7 0 d-� U)to I- o r r -- - (n 0 55u pII On l- T O > (� -' q' to +co�'� lO r-� T��;> ED �7-o - U) z 545 540 _ 15" CL. III RCP 50.15 LF 0 7.20% 535 (5.7 DRNG- /L) I 530 525 520 Ln LO 555 550 XISTIN GRADE i P OPOSE W CL. 5 45 - - 52 DIP W/L - - - -� --- -- �- (1 1' DRNG-W/L) 0 ff) STR: 30B VDOT STD. MH-1 - rt --- --_I - --- - - --- -- - "'o - -! ------_I STA. 2+45.33 35 - -- -- FROPosE o o 0�� _STA. - GRADE V) �� INV IN: 520.97 TO 32 540 (0- ari INV OUT: 520.87 TO 30 o a r- N r LO > J ��t to LO „ j Q� I N r to .. -- - - - -F - to m z z o 6I- 0 II z zz V 00 "00 535 -- - (On) w - -1.- - LO PROPOS ED �i r r N 33 ` 52 DIP OR FH > -I O c LO . . - -- - -- - ASS BLY - + Cp .. H �IDR � ti a >>> \ APPROXIMATES O d Z z z 530 -------�--- -- - --- LOCATI[�N OF � ROPOSEP 8" CL. PRO DOSED L T 63 W/L LAT. 9-8 I SzDI /L 0.0' MIN. RNG-W L) - --- - - -- - i - - -- - = ---=- : ---- { -- - -- - --- --- - - - - -- -- ROPO ED LOT 62 W/L LAT. (1.0' MIN. DRNG-W/L) 15" CL. III RGP STIR: VDOT STD. j 120I61 LF 0 10.227� 1 � ��.� - - - - ,�- -DI-366, L=4' \ STA. 10+26.56 TP=528.09 - --- -- --r------- - " I --\ - - - -- -� -_ - =---- -INV IN: 516.00 TO 30 15 CL. III RCP 30A INV IN: 515.74 TO 10 74.57 LF ®7.72% INV OUT: 515.64 TO 6 - ------�-- ---- -- �--- ----- � PROP SED LOT 62 SAN LAT. a (1.0' MIN. SAN-DRNG) 18 CL. III RCP " - I- -- -- -- ---- - --- -�- -- -- 59.72 LF 0 0.82% -- - --- 29 - 18 CL. III RCP ---- _-- - I 32.16 LF 0 1.55% FjROPOSE D LOT 63 �AN LAT. 1(1.C' MIN. DRNG SAN) 2-1 515 550 8-1 ono r �� .N .� r, 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR 3f -STR. 8 550 545 545 EXISTIN GRADE 540 540 STIR: 40 VDOT STD. DI-36, L=10' STA. 0+fl5.00 TP=534.89 -- - INV OUT: 527.02 TO 32 P OPOSE I535 GRADE STR:46 VDOT STD. DI-38, L=10' STA. 1 +67.50 [TP=531.81 INV IN: 524.81 TO 48 INV IN: 524.81 TO 44 INV OUT: 524.71 TO 42 15" CL. III RCP 0+00 0+50 0+75 STR 44 - STR 4 " CL. S/L) 530 STR:32 VDOT STD. DI-313, L=10' STA. 1+70.76 -TP= 533.43 INV IN: 526.83 TO 34 INV IN: 526.83 TO 40 INV OUT: 526.73 TO 30B PROPOSED 8" CL. 52 DIP W/L (1.0' DRNG-S/L) 530 540 540 535 535 STR:38 VDOT STD. EXISTING DI-3B, L=6' GRADE 530 STA. 0+05.00 - TP=526.61 P OPOSE INV OUT: 521.40 TO 30 RADE PROPOSED 8" CL. ---� - 52DIP W/L (1.2' DRNG-S/L) 525 525 525 u 15" CL. III RCP 520 38.65 LF 0 0.50% _8 --- (1 0_DRNG L) 520 I 520 515 515 5151 510 JJ a N JJ M w w fi w w , c5 W CD LOLL LO W LOO 0+50 STR y.o - STR 32 STR:30 VDOT STD. DI-31313, L=6' _ __-_STA. 3+05.05 TP=526.61 37 INV IN: 518.78 TO 38 _ - --INV IN: 520.38 TO 30B II N V OUT: 516.50 TO 8 15" CL. III RCP 28.80 LF 0 9.10% 515 -- 8-1 (1.0' DRNG-l;/L) 510 0+50 STR 38 - STR 30 �TH o7�6 t oSCQTT R. C'OLLINS U No. 35791 �L_ o��SSIONAL o i U z z w w in � � w � o 0 o o U U 0 0 y N < U U n n • n a a ►�-+ �+ W W a a LLJ III Ce ce lu � Co coa� Co n � ` tV � M d- h IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth} Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a in 4 l�4 � � � G�`6 O_ a7 a � N �C .Q Q H OL'� p U O iU N v � N O J OJ !n _ N O E o_/ J 4 U U C3 CJ C1 ui <n � In u> � left 0.05 0.80 0.040 0.16 O.oD O.tfi D.01 O.DZD 2.0 0.0833 d.1650 3.35 0.95 right 0.03 0.80 0.024 0.10 0.00 0.10 0.01 0.020 2.0 0.0833 4.1650 2.77 0.98 10 3CC 6 combined flow 0.3 0.05 0.112 2.56 left 0.18 0.80 0.144 0.58 0.00 0.58 0.01 0.045 2.0 0.0833 1.8511 3.27 0.89 right 0.09 0.80 0.072 0.29 0.00 0.29 0.01 O.D45 2.0 0.0833 1.851 i 2.52 0.96 22 38 6 combined flow 0.9 0.12 0.251 2.Sfi left 0.16 0.7fi 0.122 0.49 0.00 0.49 0.01 0.020 2.0 DA833 4.1650 5.09 0.82 right 0.01 0.90 0.009 0.04 0.00 0.04 0.01 0.020 2.0 0.0833 4.1650 1.92 1.00 30 3BB 6 combined flow 0.5 0.08 0.180 4.12 left 0.22 0.74 0.1fi3 0.65 0.00 0.65 0.01 0.060 2.0 0.0833 1.3883 2.86 0.92 right 0.27 0.74 0.200 0.80 0.00 0.80 0.01 0.060 2.0 O.D833 1.3883 3.09 0.81 42 STR 3CC 10 combined flow 1.5 0.13 0.282 2.15 left 0.20 0.80 0.160 0.64 0.00 0.64 0.01 0.03fl 2.0 0.0833 2.7767 4.38 0.85 right 0.14 0.80 0.112 0.45 0.00 0.45 0.01 0.030 2.0 0.0833 2.7767 3.83 0.89 58 3C 6 combined flow 1.1 0.13 0.293 4.48 left 0.01 0.90 0.009 0.04 0.00 0.04 0.01 0.020 2.0 0.0833 4.1650 1.92 1.00 right 0.09 0.79 0.071 0.28 D.00 0.28 4.01 0.02fl 2.fl D.D833 d.165fl d.16 1.fl0 60 3C 6 combined flow 0.3 0.06 0.130 2.97 C1 � SCOTT R. COLLINS- U No. 35791 � 75 o� I l YARDDRA INSEWERNEfWORK YA RD DRA IN SEW ER NETWORK S[ONAL-i6 ID 8CYD 8BYD 530.00 526.60 40.75 8.34% 12 PVC l 533A0 INLINEGRATEDRAfN 12" 28BYD 28AYD 521.00 520.60 38.75 1.03% 12 PVC 1 528.25 INLINE GRATE DRAIN 12" 8B YD 8A YD 526.50 525.10 48.00 2.92% 12 PVC I 52950 INLINE GRATEDRA IN 12" 28A YD 28 STR 520.50 519.00 28.25 5.31% 12 PVC 1 52190 fNLTNE GRATE DRA IN 12" 8AYD 8STR 525.00 524.14 50.90 1.69% 12 PVC 1 528.00 INLINE GRATE DRAIN 12" 50DYD 50CYD 551.25 549.00 53.75 4.19% 12 PVC 1 55425 INLINE GRATE DRAIN 12" 32D YD 32C YD 540.90 536.35 56.00 8.12% 12 PVC 1 543.90 INLINE GRATE DRAIN 12" 50C YD 50B YD 548.90 5LI3.10 69.00 8.41% 12 PVC 1 551.90 INUNE GRATEDRAIN 12" z 32C YD 32B YD 536.25 533.60 33.00 8.03% 12 PVC 1 539.25 1NLINEGRATE DRAIN 12" 50B YD 50A YD 543.00 542.10 74.17 1.21% 12 PVC 1 546.00 INLINE GRATE DRAIN 12" O 32B YD 32A YD 533,50 530.80 66.33 4.07% 12 PVC l 536.50 TNLI'NEGRATEDRAfN 12" 50A YD 50 STR 542.00 540.00 7.25 27.59% 12 PVC 1 545.00 CLEANOUT 12" U 32A YD 32 STR 530.70 529.67 6.75 15.26% 12 PVC 1 533.70 INLINE GRATE DRA IN 12" 52F YD 52E YD 563.95 563.60 46.00 0.76% 12 PVC 1 565.67 INLINE GRATE DRAIN 12" 34H YD 34G YD 560.00 559.00 37.50 2.67% 12 PVC 1 563.00 INLINEGRATEDRAIN L" 52E YD 52D YD 52G YD 563.50 563.01 65.75 0.75% 12 PVC 1 566.83 1NLdNE GRATE DRAIN 12" a 34G YD 34F YD 558.90 558.10 25.50 114% 12 PVC 1 561.90 INLINE GRATE DRAIN 12" 52D YD 52C YD 562.91 562.56 71.00 0.50% 12 PVC 1 566.50 INLINE GRATE DRAIN 12" � 1�- I�- 34F YD ME YD 558.00 553.77 36.00 11.75% 12 PVC 1 561.00 INLINE GRATE DRAIN 12" 52C YD 52B YD 562.46555.85 109.50 6.03% 12 PVC 1 565.75 INLINE GRATE DRAIN 12" Q LU Uj 34E YD 34D YD 553.67 552.10 3 L50 4.99% 12 PVC 1 556.67 1NLINE GRATE DRAIN 12" 52B YD 52A YD 555.75 553.10 7950 3.33% 12 PVC 1 553.75 1NL1NE GRATE DRAIN 12" 3- H � 2 g 34D YD 34C YD 552.00 548.35 39.00 9.36% 12 PVC 1 555.00 INLINE GRATE DRAIN 12" 52A YD 52 STR 553.00 552.25 6.50 11.54% 12 PVC 1 555.90 CLEANOUT 12" 0 < z z U U 34C YD 34B YD 549,25 544.60 47.67 7.66% 12 PVC 1 551.25 INLINE GRATEDRA IN 12" 52G YD 52E YD 564.17 563.60 74.66 0.76% 12 PVC 1 565.90 fNLTNE GRATEDRAIN 12" �- E � 34B YD 34A YD 544.50 543.60 62.33 1.44% 12 PVC 1 547.50 TNLINE GRATE DRA IN 12" 44D YD 44C YD 539.00 534.35 61.67 7.54% 12 PVC 1 542.00 INLINE GRATE DRAIN 12" z z 34A YD 34 STR 54150 542.67 10.75 7.72% 12 PVC 1 546.75 INLINE GRATE DRAIN 12" 44C YD 4413 YD 53425 53127 37.33 5.30% 12 PVC 1 537.25 INLINE GRATE DRAIN 12" ¢ U U O 0 N X Q < U U 66YD 66 551.90 551.25 9.75 6.67% 12 PVC 1 554.90 ALINE GRATE DRAIN 12" 44B YD 44A YD 53217 531.77 75.00 0.53% 12 PVC 1 533.90 INLINE GRATE DRAIN 12" � U U p p 36E YD 36D YD 556.90 556.60 20.67 1.45% 12 PVC 1 559.90 INLINE GRATE DRAIN 12" 44A YD kt STR 531.67 527.67 9.50 42.11 % 12 PVC 1 533.25 1NLINE GRATE DRAIN 12" z F- ¢ ¢ Q z Table 6: Sump Inlet Design Table 36D YD 36C YD 556.50 553.00 61.00 5.74% 12 PVC 1 559.50 fNLFNE GRATEDRAIN 12" 42D YD 42C YD 526.75 521.10 61.67 9.16% 12 PVC 1 529.75 INLINE GRATE DRAIN 12" ? UJI uj < < 36C YD 36B YD 552.90 547.00 67.33 8.76% 12 PVC 1 555.90 fNLINE GRATE DRAIN 12" 42C YD 42B YD 521.00 512.10 34.90 25.50% 12 PVC 1 524.00 TNLINE GRATE DRAIN 12" `-' U U 0 36B YD 36A YD 546.90 546.00 8933 1.01% 12 PVC 1 549.90 INLINE GRA'fEDRAIN 12" 42B YD 42A YD 512.00 510.60 f1.30 339% 12 PVC 1 514.00 1NLLNE GRATE DRAIN 12" � z Ln � w w 36A YD 36 STR 545.90 545.65 8.33 3.00% 12 PVC 1 550.75 INLINE GRATE DRAIN 12" 42A YD 42AA YD 510.50 509.10 9310 1.50% 12 PVC 1 516.75 INLINE GRATE DRAIN 12" r ll� j a a 40C YD 40B YD 541.00 531.60 80.50 I L68% 12 PVC 1 544.00 INLTNE GRATEDRAfN 12" 42AA YD 42 STR 509.00 508.00 20.90 4.78% 12 PVC 1 521.80 INLTNE GRATE DRAIN l2" V/ a 40BYD 40AYD 531.50 531.00 88.10 0.57% 12 PVC 1 534.50 TNLtNEGRATE DRA IN 12" 1YD HYD 536.90 53635 84.50 0.65% 12 PVC 1 539.90 INLINE GRATE DRAIN 12" Q j Ln 40A YD 40 STR 530.90 529.50 9.30 15.0)5% 12 PVC 1 536.00 CLEANOUT 12" F1 YD G YD 536.25 534.10 51.50 4.17% 12 PVC 1 539.25 INLINE GRATE DRAIN 12" , L rn 42K YD 42J YD 544.50 542.60 27.50 6.91% 12 PVC 1 547.50 INLINEGRATEDRAIN 12" G YD F YD 534.00 531.00 28.20 10.64% 12 PVC 1 537.00 INLINE GRATE DRAIN 12" m 42J YD 421 YD 542.50 539.35 19.33 1630% 12 PVC 1 545.50 INLINE GRATE DRAIN 12" F YD E YD 530.90 526.77 71.25 5.90% 12 PVC 1 533.90 INLINE GRATE DRAIN 12" 42IYD 42HYD 539.25 533.35 47.67 12.38% 12 PVC I 542.25 TNL[NEGRATEDRAIN 12" EYD DYD 526.67 525.50 60.25 1.94% 12 PVC 1 529.67 INLINEGRATEDRAIN 12" -i 42HYD 42GYD 533.25 528.85 40.50 10.86% 12 PVC 1 536.25 TNLfNEGRATEDRA IN 12" DYD CYD 525.40 525.00 12.00 3.33% 12 PVC 1 528.00 FNLTNEGRATE DRAIN 12" 426 YD 42F YD 528.75 518.10 64.67 16.4 7% 12 PVC 1 531.75 INLTNE GRATE DRA IN 12" C YD B YD 52490 524.00 65.60 1.37% 12 PVC 1 527.75 FNLINE GRATE DRAIN 12" z 42F YD 42E YD 518.00 516.60 69.67 2.011% 12 PVC 1 521.00 INLINE GRATE DRAIN 12" B YD A YD 523.90 522.75 45.10 2.55% 12 PVC 1 526.50 INLINE GRATE DRAIN 12" o 42EYD 42 STR 516.50 516.00 45.50 ].too/( 12 PVC 1 519.50 INLINE GRATE DRAIN 12" A YD FILTERRA J YD 522.65 522.58 2.60 2.69% 12 PVC 1 525.80 CLEANOUT 12" 28C YD 28B YD +----F5-26.75 521.10 75.00 7.53% 12 PVC 1 529.75 TNLINE GRATE DRA IN 12" J YD A YD 523.00 522.75 16.80 1.49% 12 PVC 1 525.33 INLTNE GRATE DRAIN 12" 00 co 00 00 00 W . l r . -r ,--r .-i Q w n � r� M p r-r rV .-+ rV ry .1i N M d h 42 M N moMMI M d' 1 N o ° WNcn N Q y Q � o \\�� c rr nn o uJ W ,�cn C o p L9J Q W Q J 0 ~i o I L- J U 7 I - - z < V J Z V U W W '..e 0 o 1 W W Q c O in IL 00-10 Z w w Z c7 }'_I Z o _ w16 LU J W v w o o Mimi Cl- 2 D- W U o 0 0� r v r ii o �J 0 o N U 0 w -° LU p to U U 3013 N0. ° 092033 ° SCALE o AS NOTED c SHEET NO. 16 c a s INLETS INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N U ro w � a � m � v n o v N � � d O ?� .� N L '� O C (9 0 0 U � N � R U1 � a N Q ❑ � � C .ro = lO � N N � � C 'B N � N Y H o ;� Q m rL� J �L U U C.� Ci C1 (A to I- W v � left 0.05 0.80 0.040 0.26 0.05 0.31 0.01 0.020 2.0 0.0833 4.1650 4.02 0.95 right 0.03 0.80 0.024 0.16 O.DO 0.16 0.01 O.D20 2.0 O.D833 d.1650 3.32 0.98 10 3CC 6 combined flow 0.5 0.08 0.167 3.82 left 0.18 0.80 0.144 0.94 0.00 D.94 0.01 0.045 2.0 0.0833 1.8511 3.92 0.89 right 0.09 0.80 0.072 0.47 0.01 0.48 0.01 0.045 2.0 0.0833 1.8511 3.02 0.96 22 3B 6 combined flow 1.4 0.16 0.349 3.56 left 0.16 0.76 0.122 0.79 0.00 0.79 0.01 0.020 2.0 0.0833 4.1650 6.11 0.82 right 0.01 0.90 0.009 0.0fi 0.00 D.06 0.01 0.020 2.0 0.0833 4.1650 2.30 1.00 30 3BB 6 combined flow 0.8 0.11 0.249 5.70 left 0.22 0.74 0.163 1.Ofi 0.00 1.06 0.01 0.060 2.0 0.0833 1.3883 3.43 0.92 right 0.27 0.74 0.200 1.30 0.05 1.35 0.01 0.060 2.0 0.0833 1.3883 3.7l0 0.81 42 STR 3CC 1D combined flow 2.4 0.18 0.395 3.02 left 0.20 4.80 0.160 1.04 fl.00 1.04 O.D1 O.D30 2.0 0.0833 2.7767 5.25 0.85 right 0.1d 0.80 0.112 0.73 0.00 0.73 0.01 0.030 2.0 0.0833 2.7767 4.60 0.89 58 3G 6 combined flow 1.8 0.19 0.405 fi.19 left 0.01 0.90 D.009 0.06 0.00 0.06 0.01 0.020 2.0 0.0833 d.1650 2.30 1.00 right 0.09 4.79 0.071 0.46 O.DO 0.46 0.01 0.020 2.0 0.0833 4.1650 4.99 1.00 60 3C 6 combined flow 0.5 0.08 0.179 4.11 PIPE DESIGN n=0.013forRCP n=0.01 for HDPE Pipe Hydrology Pipe (n U7 W N 7 U � -In � � � C1 C1 N U C N � � U � Y O O LL v ~ N � � ❑ tL � Ii d' Pipe run: 50-OUT 50 48 0.37 0.70 0.259 0.259 5.D0 6.67 1.73 1.73 537.81 536.58 35.2 0.013 0.0349 15 12.07 6.89 0.09 48 46 0.19 0.77 D.148 0.407 5.09 6.64 0.98 2.70 535.79 524.81 136.3 0.013 0.0805 15 18.33 10.47 0.22 46 42 0.16 0.80 0.129 0.795 5.30 6.57 0.85 5.22 524.71 513.75 15D.2 0.013 0.0730 15 17.45 12.33 0.20 42 OUT 0.94 0.70 0.658 1.453 5.51 6.51 4.28 9.45 502.65 498.40 29.8 0.013 0.1562 15 25.53 19.22 0.03 Pipe run: 44-46 44 46 0.36 0.72 0.259 0.259 5.00 6.67 1.73525.17 524.81 35.0 0.013 0.0103 15 6.55 4.50 0.13 Pipe run: 58-OUT 58 56 0.34 0.80 D.275 0.275 5.D0 6.67 1.83 1.83 557.56 556.79 155.0 0.013 0.0050 15 4.55 3.50 D.74 56 54 0.06 0.80 O.D44 0.319 5.74 6.43 0.28 2.05 556.69 556.34 55.8 0.013 0.0063 15 5.12 3.94 0.24 54 52 D.17 0.6$ 0.11$ 0.437 5.97 6.36 0.75 2.78 556.24 549.53 114.E 0.013 0.0586 15 15.63 9.52 0.20 52 62 1.42 0.46 0.653 1.090 8.00 5.81 3.80 6.34 549.43 547.60 42.2 0.013 O.D434 15 13.46 10.77 0.07 62 60 O.D9 0.77 0.070 1.160 8.07 5.80 0.40 6.72 547.50 544.90 40.4 0.013 0.0644 15 16.40 12.62 0.05 60 66 0.10 0.80 0.080 1.297 8.12 5.78 0.46 7.50 544.80 543.5D 95.8 0.013 0.0136 15 7.52 6.99 D.23 66 16 0.04 0.78 0.029 1.325 8.35 5.73 0.16 7.59 543.40 540.70 131.3 0.013 0.0206 15 9.26 8.40 0.26 16 14 D.15 0.75 0.109 1.561 8.61 5.67 0.62 $.85 534.31 523.70 157.8 0.013 0.0672 15 16.75 13.76 0.19 14 12 0.21 0.75 0.155 1.9D1 8.80 5.63 0.87 10.69 523.60 517.86 89.5 0.013 0.0641 15 16.36 14.13 0.11 12 10 0.11 0.75 0.084 2.227 8.90 5.60 0.47 12.47 517.76 517.10 34.2 O.D13 0.0193 18 14.59 9.27 0.06 10 $ O.D8 0.84 0.064 2.291 8.97 5.59 0.36 12.80 517.00 515.74 106.5 0.013 0.0118 24 24.61 7.90 0.22 8 6 0.27 0.72 0.193 4.216 9.19 5.54 1.07 23.36 515.64 514.35 37.1 0.013 0.0347 24 42.17 13.75 0.05 6 4 0.03 0.90 0.025 4.481 9.24 5.53 0.14 24.78 514.25 511.33 69.7 O.D13 0.0419 24 46.31 14.9$ 0.08 4 2 0.00 D.30 0.000 4.481 9.31 5.51 0.00 24.78 511.23 505.00 56.5 0.013 0.1104 24 75.15 21.31 0.04 2 OUT O.DD 0.30 O.DOD 4.481 9.36 5.50 0.00 24.78 500.75 497.50 30.9 0.013 0.1053 24 73.41 21.08 O.D2 Pipe run: 64-60 64 6D 0.07 0.85 O.D57 O.D57 5.00 6.67 0.38 0.38 545.05 544.90 28.6 0.013 0.0052 15 4.67 2.27 0.21 f�ipe run: 18-16 18 16 0.17 0.75 0.127 0.127 5.00 6.67 0.85 0.85 541.46 541.11 35.1 0.013 0.0100 15 6.45 3.60 0.16 Pipe run: 24-14 24 14 0.24 0.77 0.185 0.185 5.00 6.67 1.23 1.23 525.51 524.35 35.4 0.013 0.0328 15 11.70 6.04 0.10 Pipe run: 22-12 22 ZO 0.11 0.80 0.088 0.088 5.00 6.67 0.59 0.59 519.74 519.05 71.2 0.013 0.0097 15 6.36 3.19 0.37 ZO 12 0.20 0.77 0.154 0.242 5.37 6.55 1.01 1.58 518.95 517.86 41.2 0.013 0.0265 15 10.51 6.14 0.11 Pipe run: 36-8 36 34 0.58 0.68 0.392 0.392 5.00 6.67 2.61 2.61 542.86 539.25 50.5 D.013 0.0715 15 17.27 10.08 O.D8 34 32 0.67 D.73 D.491 0.883 5.D8 6.64 3.26 5.86 539.15 526.83 120.E 0.013 0.1021 15 20.65 14.39 0.14 32 30B 0.35 0.73 0.255 1.414 5.22 6.59 1.68 9.33 526.73 520.97 74.6 0.013 0.0772 15 17.95 14.75 0.08 30B 30 0.00 0.30 0.000 1.414 5.31 6.57 0.00 9.33 520.87 520.38 59.7 0.013 0.0082 18 9.51 6.14 0.16 30 8 0.17 0.77 0.128 1.733 5.47 6.52 0.83 11.29 516.50 516.D0 32.2 O.D13 0.0155 18 13.10 8.32 0.06 Pipe run: 40-32 40 32 0.42 D.66 0.276 0.276 5.D0 6.67 1.84 1.84 527.02 526.83 3$.7 0.013 D.D049 15 4.53 3.49 0.18 tape run: 38-30 38 30 0.25 0.77 0.191 0.191 5.00 6.67 1.27 1.27 521.40 518.78 28.8 O.D13 O.D910 15 19.4$ 8.86 0.05 tape run: 28-6 28 26 0.30 0.62 0.187 0.187 5.00 6.67 1.25 1.25 515.18 514.99 37.2 0.013 D.0051 15 4.62 3.17 0.20 26 6 0.06 0.85 0.052 0.239 5.20 6.60 0.35 1.58 514.89 514.35 109.1 0.013 0.0050 15 4.55 3.34 0.54 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr far capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c � � v L 1? N � � Q � °� O � O U � � II 'i7 4 � CV v W � + V L � � UI V W O U v L Q � � o � 3 �_ o -o ° iv � � � � � °� a� o O O � � � � � � � N � � (0 Q O � s � X E (J�6 Q J C3 Ci FL `� J ¢ U U C3 C1 C1 cn W rn J W R' 6 3BB 6 O.o3 0.9a a.025 0.10 0.00 0.10 O.a1a 0.02 2.0 0.0833 4.1650 2.$2 0.99 3.5192 0.1466 0.1652 2.14 2.$1 1.Oo 0.10 0.00 8 STR 3BB 4 0.a3 0.$5 0.023 0.09 0.00 0.09 0.010 0.02 2.0 0.0833 4.1�650 2.74 0.99 3.5192 0.1466 0.1652 2.08 1.93 1.00 0.09 0.00 12 3BB 6 0.11 0.75 0.084 0.34 0.07 0.41 0.038 0.a2 2.0 0.0833 4.1i650 3.71 0.98 3.5192 0.1466 0.1637 5.74 1.05 1.00 0.41 0.00 14 3BB 6 0.21 0.75 0.155 0.62 0.00 0.62 O.a75 0.02 2.0 0.0833 4.1�650 3.82 0.96 3.5192 0.1466 0.16a8 $.54 0.70 0.89 0.55 0.07 12 16 36B 10 0.15 0.75 0.109 0.44 0.00 0.44 0.090 a.02 2.0 0.0833 4.1650 3.24 0.99 3.5192 0.1466 0.1652 7.65 1.31 1.00 0.44 O.aO 18 3B 6 0.17 0.75 0.127 0.51 0.00 0.51 0.090 0.02 2.0 0.0833 4.1650 3.43 0.97 3.5192 0.1466 0.1622 8.25 0.73 0.90 0.46 0.05 24 20 3BB 8 0.20 0.77 0.154 0.62 0.00 0.62 0.037 0.02 2.0 0.0833 4.1650 4.35 0.93 3.5192 0.1466 D.1564 7.01 1.14 1.00 0.62 0.00 24 36B 12 0.24 0.77 0.185 0.74 0.05 0.79 0.075 0.02 2.0 0.0833 4.1650 4.18 0.95 3.5192 0.1466 0.1593 9.50 1.26 1.00 0.79 0.00 26 3B 4 0.06 0.$5 0.052 0.21 O.Oa 0.21 0.015 0.02 2.0 0.0833 4.16i50 3.44 0.98 3.5192 0.1466 0.1637 3.30 1.21 1.00 0.21 0.00 28 STR 38 6 0.09 0.77 0.072 0.29 0.03 0.32 0.015 0.02 2.0 0.0833 4.1650 4.04 0.96 3.5192 D.1466 0.1608 4.00 1.50 1.00 0.32 0.00 32 STR 3B 10 0.15 0.77 0.113 0.45 0.01 0.46 0.088 0.02 2.0 0.0833 4.16i50 3.32 0.99 3.5192 0.1466 0.1652 7.78 1.29 1.00 0.46 0.00 34 STR 3B 10 0.30 0.77 0.232 0.93 0.00 0.93 O.a90 0.02 2.0 0.0833 4.1�5a 4.30 0.93 3.5192 0.1466 0.1564 10.87 0.92 0.99 0.92 0.01 32 36 STR 36 12 0.33 0.77 0.256 1.02 0.00 1.a2 0.089 0.02 2.0 0.0833 4.1f650 4.46 0.92 3.5192 0.1466 0.1549 11.34 1.a6 1.00 1.02 0.00 38 36 6 0.25 0.77 0.191 0.76 0.00 0.76 0.029 0.02 2.0 0.0833 4.1650 4.94 0.89 3.5192 0.1466 0.1505 7.29 0.82 0.96 0.73 0.03 28 40 STR 3B 1a 0.21 0.77 0.161 0.65 0.00 0.65 0.100 0.02 2.0 0.0833 4.1650 3.67 a.97 3.5192 0.1466 0.1622 9.42 1.06 1.00 0.65 O.aO 44 STR 3B 10 0.22 0.83 0.183 0.73 0.00 0.73 a.086 O.a2 2.0 0.0833 4.1650 3.96 0.96 3.5192 0.1466 0.1608 9.53 1.05 1.00 0.73 0.00 46 3B 10 0.16 0.80 0.129 0.52 0.00 0.52 0.086 0.02 2.0 0.0833 4.1650 3.48 0.98 3.5192 0.1466 0.1637 8.15 1.23 1.00 0.52 0.00 48 3BB 10 0.19 0.77 0.148 0.59 0.00 0.59 0.087 0.02 2.0 0.0833 4.1650 3.65 0.97 3.5192 0.1466 0.1622 8.70 1.15 1.00 0.59 0.00 5a STR 36 12 0.23 0.80 0.184 0.73 0.00 a.73 a.087 0.02 2.0 0.0833 4.1650 3.96 0.95 3.5192 0.1466 0.1593 9.64 1.24 1.00 0.73 0.00 52 STR 3B 10 0.19 0.80 a.150 0.60 0.00 0.60 O.a79 0.02 2.0 O.a833 4.165a 3.74 0.97 3.5192 0.1466 0.1622 8.50 1.18 1.00 a.60 0.00 54 36 8 0.17 0.68 0.118 0.47 0.00 0.47 0.059 0.02 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 7.04 1.14 1.00 0.47 0.00 56 3BB 4 0.06 0.80 0.044 0.18 0.00 0.18 0.035 0.02 2.D 0.0833 4.1650 2.75 0.97 3.5192 0.1466 0.1622 3.99 1.00 1.00 0.18 0.00 62 3BB 8 a.09 0.77 o.o7a o.28 0.00 0.28 0.079 0.02 2.0 O.a833 4.1650 2.$0 a.99 3.5192 0.1466 0.1652 6.10 1.31 1.00 0.28 0.00 64 3B 4 0.07 0.85 O.a57 0.23 0.00 0.23 0.020 0.02 2.0 0.0833 4.1650 3.36 0.98 3.5192 0.1466 0.1637 3.72 1.07 1.00 0.23 0.00 66 STR 3BB 4 0.02 0.85 0.017 0.07 0.00 0.07 0.020 0.02 2.0 0.0833 4.1650 2.14 0.98 3.5192 0.1466 0.1637 2.25 1.78 1.00 0.07 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � O. J Q- o rn lr3 {n � L + p � % Q � L rn U X W_ O U v Q O O m O (6 0 � � � � 'U � O o ro ° o � o � � j � � Q o N � � C O � Q N 11 ` C E v Q ¢ s X 3 3 0 3 v - � ' � v o.- > � Ci C1 (n d) ? rn r4 t-- W co (n (n J J W C7 C3 � 6 36B 6 0.03 0.90 0.025 0.16 O.qO 0.16 0.01a 0.02 2.0 0.0833 4.1650 3.38 0.98 3.5192 0.1466 0.1637 2.64 2.28 1.00 0.16 0.00 $ STR 3BB 4 0.03 0.85 O.a23 0.15 0.00 0.15 0.010 0.02 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.1466 0.1637 2.56 1.56 1.00 0.15 0.00 12 3BB 6 0.11 0.75 0.084 0.55 0.23 0.77 0.038 0.02 2.0 0.0833 4.1650 4.73 0.95 3.5192 0.1466 0.1593 7.66 0.78 0.94 0.73 0.05 10 14 3BB 6 0.21 0.75 0.155 1.01 0.00 1.01 0.075 0.02 2.0 0.0833 4.1650 4.58 0.92 3.5192 0.1466 0.1549 10.70 0.56 0.77 0.78 0.23 12 16 3BB 10 0.15 0.75 0.109 0.71 O.Oa 0.71 0.090 0.02 2.0 O.a833 4.1650 3.88 0.96 3.5192 0.1466 0.1608 9.54 1.05 1.Oa 0.71 0.00 18 3B 6 0.17 0.75 0.127 0.83 0.00 0.83 0.090 0.02 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1466 0.1593 10.23 0.59 0.80 0.66 0.17 24 20 3BB 8 0.20 0.77 0.154 1.00 0.00 1.D0 0.037 0.02 2.0 0.0833 4.1650 5.22 0.89 3.5192 0.1466 0.1505 8.79 0.91 0.99 0.99 0.01 22 24 3BB 12 0.24 0.77 0.185 1.20 0.17 1.37 O.a75 0.02 2.0 0.0833 4.'1650 5.14 0.90 3.5192 0.1466 0.1520 12.32 0.97 1.0a 1.37 0.00 26 3B 4 0.06 0.85 O.a52 0.34 0.00 Q34 0.015 0.02 2.0 Qa833 4.1650 4.12 0.94 3.5192 0.1466 0.1578 4.14 0.97 1.00 0.34 0.00 28 STR 38 6 0.09 0.77 0.072 0.47 0.20 0.67 0.015 0.02 2.0 0.0833 4.1650 5.33 0.90 3.5192 0.1466 0.1520 5.64 1.06 1.00 0.67 0.00 32 STR 3B 10 0.15 0.77 0.113 0.73 0.14 0.87 0.088 0.02 2.0 0.0833 4.11650 4.22 0.96 3.5192 0.1466 0.1608 10.33 0.97 1.00 0.87 0.00 34 STR 3B 10 0.30 0.77 0.232 1.51 0.00 1.51 0.090 0.02 2.0 0.0833 4.'1650 5.15 0.89 3.5192 0.1466 0.1505 13.64 0.73 0.91 1.37 0.14 32 36 STR 3B 12 0.33 0.77 0.256 1.66 0.00 1.66 0.089 0.02 2.0 0.0833 4.1650 5.35 0.87 3.5192 0.1466 0.1476 14.32 0.84 0.96 1.60 0.06 40 38 3B 6 0.25 0.77 0.191 1.24 0.05 1.29 0.029 0.02 2.0 0.4833 4.1650 6.01 0.84 3.5192 0.1466 0.1432 9.36 0.64 0.84 1.09 0.20 28 40 STR 3B 1a 0.21 0.77 0.161 1.05 0.06 1.11 0.100 0.02 2.0 O.a833 4.1650 4.51 0.92 3.5192 0.1466 0.1549 12.16 0.$2 0.96 1.06 0.05 38 44 STR 36 10 0.22 0.83 0.183 1.19 0.00 1.19 0.086 0.02 2.0 0.0833 4.1650 4.75 0.92 3.5192 0.1466 0.1549 11.95 0.$4 0.96 1.14 0.05 42 46 3B 10 0.16 0.80 0.129 0.84 0.01 0.85 0.086 0.02 2.0 0.0833 4.1650 4.19 0.94 3.5192 0.1466 0.1578 10.27 0.97 1.00 0.85 0.00 48 3BB 10 0.19 0.77 0.148 0.96 0.01 a.97 0.087 0.02 2.0 0.0833 4.1650 4.39 0.93 3.5192 0.1466 0.1564 10.95 0.91 0.99 0.96 0.01 46 50 STR 3B 12 0.23 0.$0 0.184 1.19 0.01 1.20 0.087 0.02 2.0 0.0833 4.1650 4.76 0.90 3.5192 0.1466 0.1520 12.19 0.98 1.00 1.20 0.00 52 STR 3B 10 0.19 0.80 0.150 0.97 0.01 0.98 0.079 0.02 2.0 0.0833 4.1650 4.50 0.93 3.5192 0.1466 0.1564 10.71 0.93 0.99 0.98 0.01 50 54 3B 8 0.17 0.68 0.118 4.77 0.00 0.77 0.059 0.02 2.0 0.0833 4.1650 4.33 0.94 3.5192 0.1466 0.1578 8.78 0.91 0.99 0.76 0.01 52 56 3BB 4 0.06 0.80 0.044 0.29 0.00 0.29 O.a35 0.02 2.0 0.0833 4.1650 3.30 0.98 3.5192 0.1466 0.1637 4.86 0.82 0.96 0.27 0.01 62 62 3BB 8 0.09 0.77 0.070 0.45 0.01 0.47 0.079 0.02 2.0 a.0833 4.1650 3.40 0.98 3.5192 0.1466 0.1637 7.61 1.05 1.00 0.47 0.00 64 3B 4 0.07 0.85 0.057 0.37 0.00 0.37 0.020 0.02 2.0 0.0833 4.1650 4.03 0.95 3.5192 0.1466 0.1593 4.64 0.86 0.97 0.36 0.01 48 66 STR 3BB 4 0.02 0.85 0.017 0.11 0.00 0.11 0.020 a.02 2.0 0.0833 4.1650 2.56 0.95 3.5192 0.1466 0.1593 2.80 1.43 1.00 0.11 0.00 0 S 'OTT R. COLLINS�Z U No. 35791 I( Im ltv o � Design Year: to Project:Avinity Estates - SM Updated Plan Job 4: 92033 Prepared by: Kr Design Storm Year = la ��S�jONAL z eO C) d z z w w � Fes- F�- E 0 o Uj ui U U ¢ U U o 0 w Ln � U U o x ¢ ¢ o 0 Z ¢ ¢ o �' U U w w 0 � ¢ ¢ (� H jy-H a a 1/ l 0 0 a `� Ln ce ce m ce N Q H ao co co co ao Qd� tin [i .~i N M M M N 1 N 0 4 N S f Wi J �-+-� �- c J c W �`�i• S o z LL J J Q _ U� Q Uj W J 1 < _z W W <C �.- u 1-4 L ® ` W W U) W 0 ry 0 N b LLI O W d � JOB NO. 092033 SCALE AS NOTED SHEET NO. 17 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. in LENGTH'` SLOPE INVERT INVERT INLET Curb SLOT RIM* 50 0.37 0.70 0.26 0.26 S.OU 6,G7 1.7 48 537.$I 53G.58 35.22 0.0349 IS 12.1 G.9 5,1 48 019 0.77 0.15 0.�11 5.09 6.64 2.7 46 535.79 524.81 13G.32 0.0805 15 18.3 1Q.5 13.Q 46 016 0.80 0.13 0.80 5.30 6.57 5.2 42 524.71 513.75 150.22 0.073a 15 17.4 12.3 12.2 42 0.94 0.70 0.66 1.45 5.51 6,51 9.5 OUT 502.65 49$.a0 29.76 01562 15 25.5 19.2 1.5 44 0.36 0.72 0.26 0.26 S.OU 6.67 1.7 46 525,17 524.81 35.01 O.U103 l5 6,6 4.5 7.8 58 0.34 0.80 0.27 027 5.00 G.67 1.8 56 557.56 556.79 154.99 0.0050 15 4.6 3.5 44.2 56 O.OG 0.80 U.04 0.32 5.74 6.43 2.1 54 556.69 556.34 55.81 0.006 � 15 5.1 3.9 142 54 0.17 0.68 0.12 0.44 5.97 6.36 2.8 52 556,24 s49.53 114.55 0.058G 15 15.6 9.5 12.0 52 1.42 0.46 0.65 1.09 8.00 5.81 6.3 G2 549.43 547.60 42.17 0.0434 l5 13.5 10.8 3.9 62 0.09 0.77 0.07 1.16 8.07 5.80 6.7 60 547.5U 544.90 40.36 0.0644 15 i G.4 12.6 3.2 60 0.10 U.sa a.a8 1.3U $.12 5,78 7.5 66 544.80 543.50 95.82 0.0136 15 7.5 7.0 13.7 6G O.U4 0.78 0.03 1.33 $.35 5.73 7.6 1G 543.40 540.70 131.31 0.0206 15 9.3 8.4 15.6 16 a.15 0.75 0.11 1.SG 8.61 5.67 8.9 14 534,3 I 523.70 157.82 0.0672 1 � I G.7 13.8 11.5 Itl 0.21 0.75 0.15 1.9a 3.$0 5.63 10.7 12 523.b0 s 17.86 89.51 O.Db41 15 I G.4 14. I 6.3 12 0.11 U.75 0.08 2.23 8.90 5.60 12.5 10 517.76 5171a 34?2 0.0193 18 1�1.6 9.3 3.7 10 0.08 0.80 0.06 2.29 8.97 5,59 12.8 g 517.00 515.7�I lOb.�l9 0.0118 24 2�I.6 7.9 13.5 8 0.27 0.72 0.19 4.22 9.19 5.54 23.4 6 515.64 514.35 37.13 0.0347 24 42.2 13.7 2.7 6 0.0 � a.90 0.03 4.48 9.24 5.53 24.8 4 514.25 5 11.33 69.69 0.0419 24 4G.3 15.0 4.7 4 0.00 0.30 O.aO 4.48 9.31 5.51 24.8 2 511,23 505.00 56.45 0.1 ]04 24 75.2 21.3 2.G 2 O.UO 0.30 0.00 4.48 9.36 S.SU 24.8 OUT 500.75 497.50 30.86 01a53 24 73.4 21.1 1.5 6<I 0.07 0.85 0.06 0.06 S.aa G.67 0.4 60 54s.05 544.90 28.G4 0.0052 IS 4.7 2.3 12.G 1$ 0.17 0.75 Q.13 0.13 5.00 6.67 0.8 16 5�11.46 541.11 35.a8 0.0100 15 6.5 3.6 9.7 24 0.24 0.77 U.l$ 0.18 S.Oa 6.G7 1.2 14 52551 524.35 35.35 0.032$ 15 11.7 6.0 5.9 22 0.11 0.80 a.09 0.09 5.00 6.67 0.6 20 519,74 519.U5 71.24 0.0097 1s 6.4 3.2 22.4 20 0.20 0.77 U.15 0.24 5.37 6.55 I.6 12 518.95 517.86 41.16 0.0265 15 10.5 G.l 6.7 36 0.58 0.G8 0.39 0.39 5.00 6.67 2.6 3:1 542.$G 539.2s 50.51 0.0715 15 17.3 IQ.I 5.0 3�1 a.67 0.73 Q.49 0.88 5.08 6.64 5.9 32 539.15 526.$3 120.61 0.1021 15 20.6 14.4 8.4 32 0.35 0.73 U.25 1.41 522 6.59 9.3 30B 526.73 520.97 74.57 0.0772 15 18.0 14,8 5.1 30B O.UO 0,30 Q00 1.41 5.31 6.57 9,3 3U 520.87 520.3$ 59.72 0.0082 18 9.5 6.1 9.7 30 0.17 0.77 Q.13 1.73 5.47 6.52 11.3 g SIG.SU 516.00 32.16 O.Q155 18 13.1 8.3 3.9 40 0.42 a.66 0.28 028 5.00 6.67 1.8 32 527.02 526.83 38.65 0.0049 I s 4, 5 3.5 I l . l 38 0.25 0.77 0, l9 0.19 5.00 6.G7 1.3 3a 521 �10 518J8 28.80 0.0910 15 19.5 8.9 3.3 zs o.3o a.G2 a.19 0_19 5.0o G.67 t.z 26 515.18 514.99 37.21 0.005 ( 15 4.G 3,2 11.7 2G O.OG 0.85 0.05 0.24 52Q G.60 1.6 6 514.$9 51�1.35 1a9.06 0.0050 15 4.5 3.3 32.6 I LOr 1 51 LOT r i ;.. 1 52 LOT 1r 63 LOT � i 154 LOT 55 LOT L ~ '-- 56 + Landscape Notes CALCULATIONS: PLANT SCHEDULE TOTAL SITE L,`iH o� ? SYM BOTANICAL COMMON NAME SIZE CANOPY (so 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION QUANTITY COVERAG E (so TOTAL SITE AREA: 11.89 AC 517 930 SF TREES OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA CANOPY REQUIRED 20% . 2.38 AC 103,585 SF QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 61 28,731 --SCOTT R. COLLINS'_ NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE PROPOSED- PLANTING CANOPY CALCULATIONS: 2.387 AC 103,959 SF QR QUERCUS RUBRA RED OAK 21/2" cal. 424 52 22,048 Lam? No. 35791 'l VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD BN BETULA NIGRA RIVER BIRCH 10'-12' ht. 397 13 5 161 ro ��• AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6 I I (I� I►' TOTAL INTERIOR PARKING & CIRCULATION: 84,070 SF UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 21/2" cal. 423 58 24,534 �� % 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE CANOPY REQUIRED 5% : 0.097 AC 4,205 SF UNDERSTORY TREES �SIONAL PCs f MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND PROPOSED PLANTING CANOPY CALCULATIONS: 1.17 AC 51,006 SF AG AMALANCHIER x GRAN DIFLORA SERVICEBERRY 6-T ht. 130 9 1,170 TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7 ht. 113 17 1,921 r PLANT. PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-T ht. 99 7 693 Wx,a 4 250 3. STREET TREES PROVIDED 40' O.C. AND 5'-10' FROM PROPOSED UTILITIES. STREET TREES REQ D 1 40 MEDIUM : 107 EVERGREEN TREES PROPOSED SREET TREES: 119 IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5'-7' ht. 44 22 968 �? z jV JUNIPERUS VIRGINIANA EASTERN RED CEDAR T-7' ht. 79 11 869 0 TOTAL_ PARKING SPACES: 10 MG MAGNOLIA GRAN DI FLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' ht. 82 75 6,150 I - TREES REQUIRED: 1 SHRUBSLL PROPOSED: 2 cn - - CS CORNUS SERICEA RED TWIG DOGWOOD 24" ht. min 72 27 1 944 g F H Lu FG FOTHERGILLA MAJOR FOTHERGILLA 24" ht. min 20 6 120 a w w t7)- -, PROPOSED TREE PROTECTION FENCING C) CALL] CARPAAMERICANA AMERICAN BEAUTYBUSH 24" ht. min 12 33 396 0 � � Cz7 � AROUND EXISTING TREES TO REMAIN IC ILEX CORNUTA CHINESE HOLLY 24" ht. min 16 32 512 0uj ¢ D _ ?' +!' 1 J ,/ •��"",, j-'`--- / ""- , IV ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNETSWEETSPIRE 24" ht. min 64 33 2 112 o z z z z EXISTING TREES (� w Q Q U V a, �1 G L J EXISTING TREES (;LOCATED BELOW DOG PARK) 3,800 to E u V rcr"" " EXISTING TREES (ROUTE 20 AND PEBBLE DR.) 250 19 2,830 z Q z EXISTING TREES — - _ , �� 0- a j !' / _ _ 103,959 _ �,' / _ _ ?'"'�-TOTAL CANOPY V V "Il ' TOTAL AREA = 3,$00 SF 'rr � " w W w w Q ¢ m ~! \I I r �f € �~ ` NOTE: PERIMETER AND INTERIOR PARKING LOT TREES AT THE CLUBHOUSE (2 QR AND 4 PY) SHALL BE 2.5" CALIPER AT PLANTING. ICI w °C L a \ \ •uw.+uv +/ Y� ' .�. ,., " .�-:i' 7r-, _... NOTE o J �, \ \?,� ,\..;Cry.: , ✓y, rt! �,.' ; i . _ _ LOW -MAINTENANCE, NON -GRASS GROUNDCOVER (MULCH GROUNDCOVER) TO BE INSTALLED ON SLOPES GREATER THAN 3:1. SEE LANDSCAPING PLAN FOR } �- Q � , ,,,,rr'!f� �,r-�.-�;����' "; ` I _ -- �� � �.—�`�`^•-. r PLANTING INFORMATION ALONG THESE SLOPE AREAS. � �• _._ --- -- � ------ - - � �- ' ' -i I ! / I \s�.`�\\. 3! ,,, . �� I �\\� �°` d`\„ >_41�i��{: .r i"� ��J•J,J'J'�_r.r•-'�!• r I = __ _ -- -- — -- ..-�_„ - - - 1 i ? 1' ! ! !I // %.\ l ,r 7 s ✓`;�,e ".' '+'se°' " " '.-Sa _rrrrrrr' _ - ' _ '�_ w e "o-- _ uj 1 (/) i �''�'- it //-/ ! I JI ' ,, /:lftfh'1jij, �';��\�fi��?., �•! \. y'�. ,�'`:. '�,�� _- --- I ' __�'"—w �—"—"—. v "."` „,,,,:,. `'`^..,___�� Jn _"'^..'"+•,.. � J 1 f � � { � ! �( !' !' J ,' �� Nj JA \ rE'lAf �` ��i �i�' � T t �� 'r` S � "-.-rrr•, _ _ � w — "--- " " � x, "_ " _ "`•^+. � _ a I � j € t _ 5 �' I 1 ( ` \ `�-%'��3L�\, \;,- }. �,}--�,'s,-(`d l _ -- - �-1-1 ✓u — — `- _ "` r- . - - ` -- ' T�� Z LU i �_ j jJ � r I I` I f :� z c:�.l'':>vy\ , `^. ` „? " � = - - - ---- --------- "-_ �'\. - _ _ - --- '".•n..„ /12\ I 18 CS 1 � ao ca ao ao as ao + III ---? r � { r ' 1 f i I + / t,: � / \,•``.,""-,..-.. --�.- ` _ _ :o�h� ii � `t "iiiiii - _' __ •- - _' - z _ - -_ _ Lu co r 1 \ f\h �C' J PAr(O CL U�HO(J$E y~ J (22) IV N `N • ., - - ��-`-----_--7---rr- - ' --• ` \ ' if ,,�' ; `'\ '`�` ```�... — _ /r a : 9 1� 9,,� FILTERRA co SWALE ��"`--`tea_..__ , r . /' r `,\ \ tR```` -' '.`----- y r'--'` / '�• / ` -�. 1 O) QR Ct' ul t V � (4) ; /,f I C 1 -"--;__.- 9 +�1.Y PS%�'-'9 -j\ '.` _4-_-- __ "'"`.L.-tz1 4::. 4r_}'s• '^"....-.Jr•"` ! V - 1 < Ll. ' 1 1? ,I ,' _i f f '� + - J _ � \ \ \ / _ - -- `,' }'-=�� .o - j _ --- - �------- -_ --___ m.-pia.----_ i ,v_ I _'� � f 4— -- ' tI -` ' '.•,•.. I \�`-�,..�� � - I -~~-~-=_�-`.._ 11 -�_�; �d-_-_�-w`---�_w_-"---�v-_ __-(�'` -.4 �j-' J'T-.------'"-...,,"".,4.^•-..,.. � f /J/ 1- r— -__REE` --'�_ "_— - J i r Z i �11� r ° ' / 'fth �N` / + _ : 'J` ti� r l • i Wsr T"j' w LOT T 61 LOT LOT �- ` LOT 1j'r j �f 1 J J - - _ , -� - _ �I -- _ W 'J - 4 1 85 OT J �' `'l i (, LO t� 9 t ; j - - - � -_ - 1 - C[ ' v Lu �-.L J f tir i1 / r' , J I Y' I J' J� - _ I' - -- - - i - - - - - - -h. LOT 60 Z 1 LDS2 , , I - - - �� J "" w - - Q- .r, .,:e:.. _ J ' � J , I - -,..,`..'"_� _.e_..-J - J 1+ � J - _ - ! I' - '- JX � J / I � ° J I I I •---..".....,-„w.. � - Q ' .�I J _ J - I � I+ ? I X�J - lj _ � `�' �; , 3 ' J"�-----�--....,,,_.--.,,..� J � .`""..--•-b•--._.., � °"`°r — _ (�'} �,.� LOT 59 -"" "� - �i11 LOT '16�1 x W ( I LOT' 1 J ®+ J �\ 1 LD7 J J - -__�_ _ I 3 X! - — ,. �. �s._ { � 10' LA DSCAPING AND W J i" p I ��-"' MAIN ENANCE ul IOU _i `-- r 1 �� � - - LOT` 58 � EASE ENT " ~e 1 f+ J,.�l I� �_ IJ + j f J L LOT co L LrJT ' J I _ f ' , J LOT � - J � �' ? ? � : y�--- -4 � ++ 'll �. z f J _ _ 1.+ J - Jf - _ W - ! j j 1 J r LOTS LtOi•95.,-- - t LOT �i - I _ L- J ? �J •/ {/ f r f AILS 71 i 97 LOT NOTE SEE SHEETS 3A FORT T "ui AND COLOR OF THE PROPOSED 8' WOOD'EN _`-'""`--. - - "�" •—„�" ry — _ - .:� "' . . , :Y• v ,.. , ~-"— = = ; _ i_ �-J I ! -' ,,� —- j ! -- -- - Jai k --..••._.v,.. s LOT PRIVACY FENCE AND THE 3 BOARD (� LC77 6 ( J a i WOODEN FENCE AROUND THE T SCALE ALE - - �. f + 58) UP CUL-DE-SAC. GRAPHIC ' < 1 LOT �~ - - — J I 0 15 30 60 120 ;� 30 '' LO7j; 6 E- J U ( ( J Lor: J r�' --� -.. _ _ J! I I I -, . j ( IN FEET ) CV LOT 55 J J' 1 inch = 30 ft. � C'u LOT,`'95 - y j ATCHLINE - SEE NEXT SHEET a ®■■®■■®■■®■■®■■r■■® J J ( LOT +J � � c,` -�J'— T I ° JJ -LOT70 JJw, '�� J —1 ! � =_ - -'.._ � � 1 '' ®■■®■■®■■®■■ JOB NO. I 092033 .�-r - ?{ M I1 J1 ! I .I, I j L.O I L' + 1 J L O T 54 SCALE 71 �? �( I SHEET NO. 8 J J -� f , I �� I I - - - - 1 LOT + j� j =V- -~.- ,- J p 18 J f I { ' ? 1{ LCi7" i ! { I: , _ _� ? j +! li_ LOT '101 NOTE: (nN J r { f - --- - t { {f 11 "" -.� LOW -MAINTENANCE NON -GRASS GROUNDCOVER TO BE INSTALLED ON SLOPES / GREATER THAN 3:1.� SEE LANDSCAPING PLAN FOR PLANTING INFORMATION I ��LO'i�i - =tip_ ALONG THESE SLOPE AREALOT O I { �, { -" - 1 + 10 LA DSCAPING AND S .1- i MAIN ENANCE // --�-�----'--•---.�,,rILCi T 1i?�i t :. � i � I�+s��_? - LET 5� EASE ENT .L 0 .55 1 { LOT + 1 ? 1 I LO7' x 1 r 14 LOT ' �fi j � � _"_`_ . - 1 � ;' _ (+ . L O ]' 57 j . I n� { Y, j (I�--- ! � 1, 4 - --- - � r I � j- + 1' 1+� + f . � � � -- ,� •/ / 98 LOT T LOT 5 ~L A � � - LOT 6 1 i r �__ r A � I J f � I (I 1 r t I -- ;, �� --__ ___�;' I """..-.•----•----_-. `."""...,-_-_•- (+ I z NOTE: SEE SHEETS 3A FOR THE DETAILS --- _"�` _~-..�- Q_...,_w, _._.W.• _.` l `,, 1 ,..,, LL AND COLOR OF THE PROPOSED 8' WOODEN L_ Q ror LETS - PRIVACY FENCE AND THE 3 BOARD ( o W { = �._ ; + 1f ( { WOODEN FENCE AROUND THE CUL-DE-SAC. GRAPHIC SCALE -..._ \• -- _=- LO 58 i� 1 --- -.:� r.. 1 'J 58) UP \♦ a W W a �- t � Tuj 1 1 ! —L ' — �+ 1 �` i T - f - 1 30 0 15 30 60 120 \ rL Z (!3 V L. �T ?- p ! f gyp -- 1 z c7 Ln f r 1 1 { 4� +.411 - +) �+ 0 T+ s\9 / p p Z ? O O L-O7"'S9 { II -{{_ - ' LO7" (IN FEET } \• / � a 0 5 E Z l:�i 111 ' f s �- - ! I i ff j j`~ 1j {61 P 55 �+ 1 1 inch = 30 ft. jl I w x can uai o 0 0 Lin I :+ (' " - I LOT �d5 - ATCHLINE - SEE PREVIOUS SHEET 1 z z a _ p a H ®■■®■■®■■®■■_■■® L i �-:' i{ L, -_ '`®■■®■■®■■®■■_■■®■■®■■®■■®■■®■■®■■®■■®■■®■■®■■®■■®■■®■■ ■�■ ■e—fl / H z W W a a �- - l � 7 ( f1,• I „� � 1 , r va � ci � cn crr �--�, --. `� 1 ( > o o Q a z + = C1 { 54 61�. LO ? - _ 1 LOT1 I 1 �,.■� Z a a S +� r i ! ' - I LOT 71 c �-� P - Ir. I r � tl � _ --j J I W W / � H H -- ----- __ --__-- { { LOTLi it { �+ - - -k. 1` f �+ r - ! (j �! N( jiV {f { I ll 1 ' Lu u o UJI 077 72T 11 - + >f.i L -- 1 _ OT„2 r i� i +{1 1: EXISTING KAPPA SIGMA z LOT (,, + ? !; x I _ 1 ! / / '' --- - (x HEADQUARTERS BLDG. 1 I 10' LANDSCAPING AND / l --- r I 1+ i 3 r ;` t- - - L OT, 52 MAINTENANCE 1 1 4 LC T p j - - -t 1 EASEMENT = I LOT i' r' J-��+' ? { 1 Iuj { : � LOT ��% {, . { `�,',----_'`.. j r LOT 6i - 1 � 1 I 1' 8' WOODEN PRIVACY 5 1 k { 1 r if i. LOT 51 FENCE TO BE INSTALLED LOT+; 5 tU 10' FROM PROPERTY LINE tLCii �'�3 �-- - ffx ,` ,' I ?�'! 1 ;i ! 1 �� 1 t37► { r LOTH -4 I 1� -- II 1 1 - - 1- co 1 1 I if ,I � f N � _"..�. -_.. _ _ 1. I i '' 1 � I l LOT S0 ! L0 T t3' { - /� I / 1 ' Tom' � + -_ �� 7� ( I�---- - Ili , ,• / r N ' LOT 1. Ij I ;- II _ ' 1' I I --------- -_ _� I. I I � � i � �- � �.._... / Co + I! LOT it I 1 �`�- -�r� �• 1 ' I _ ! L0 ,�9 +- / ;;` 1 ,• '�' fl I x I -- -- — ? - - 1 Q F 1 n L s Ill f - (} 8 WOODEN PRIVACY j 1 X ? 6' LANDSCAPING AND FENCE TO BE INSTALLED--p�""""' - w LOT 78 j l X 6' FROM PROPERTY LINE I I N o LOT 13 I I y MAINTENANCE 41 MG I ( 1 �-I ZO QR ( } Q {3) Q i { + { ! I I ` j I J L x it V _ _ - EASEMENT { } (4) IC / I� / i o I ; I { ~- --- -- J + ,I r• r v - I . 1. LOTi9 I LOT P5 I 10 �r- — I I LOT 80 LOT 85I I t � C W • m¢ r< l J z 0 I �,, • m "° i^ \ r 0 LOT ?9 i + ,3 ' LC1T LOT 47 LOT 46 LOT 45 I / ERG EEN LOT 2U LOT d8 LOT 1 i I LOT 15 - - - - - I II i,, I , LOTS LOT 43 +� ---,� �, J t (L0 1�i LOT °i II C 1 O;T1 ► I LOT 84 1 w LOT 4 /� + / • f U) LLJ + j} I LOT r J - - -- L+, / t� 8 t I I j i ' / ' - * J • ;=VERGREE 1�1 z I I L� 4 T I I -- --- ( / f i '' T' F O � �• v — —_J _ II; I— rr '1 -- __ , �' _ — __ :r_..— _— �..I'- / I { / { / 4 .i- T ,' J U - j ( I' I-- I ( 1 I • h FUTURE SAN. ERGR , SWR EXTENSION 1 0 - - - - — IZ I FENCE �` NOT PART OF �' ` � i I .,,--r"'':�- "3-BEAR FE � * �' y �' Q � v — - — _x�- L ( - - — I-{ — -= - — — — — -) F' �_ " s� % THIS P�.AN = it o° o + Ci } T i --� - - -i - -� � �EVERGPI � CJ W(4) � IV— MO,f lY ,s-1--•rfa �_`-- --- T^ - - - - -- -- -- - r — W __- ' ERGRfE T _- - ——___.--._ _ __ - \_ '` __ _ _._ - _ __ _ -_.- --__ -_--_ L-_ _ --- ___ L- •14 (V 1Y r — t! 1V V lV 'N\} fi11 1 l ( — . (- 1 12uj L' ul '�` ''X X\ is - - h', T-, .. ,' I - - •`� a -- ----- - ---_- - �- -- --- ,r ---- — — — ' r- �' EVERG} E ',i • d' + �I I Ix — — - _ r i - - 1 + / w I 1 I �`+` '® �� � �® �5-, ,X, I rr i. I �� /T I j A'N + 10 x-- - T ,M VER�IEE z 71 U) Z1 + — 'I IX I ' I II' -,}'il `€ s�' /'t / / y, ,r'• EVERGN ! / w J -- I I tK l I II '// � � I I -- I - (• — . 1 � I J - ' t I - I '_ � -- - --, I 1 - X I EVERG T E II - LOT 25 LOT 25 I I LOT 22 LOT ,23 i. L0 i 24 I 1 A I I x �µ LOB �? (5} G LOT 2% I / r / j n � II I LOT �� LOT �� I LOT �0 LOT 3� LOT 3,2 LOT �� I � I _, � �T �; � � I: E Ir LOT 34 LOT 35 LOT 3s LOT 37 I 1 LOT 38 LOT 39 LOT 40 LOT 41 I I 1 EVL E - LJJ -- err �, ----i ---1 --- u -- ---- L- (5) MV I I I t - — SITE EXISTING - - - L - - - - -- - _ - - - �- I - _ - - I - - _ -� - L - -- - - ---- - - - -! - - $ Y ON / I � - � / Q n • ' TREES T RE -MAIN T O; T AREA = F t AL AA Y� - G N . a. 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"`;r .-`,'` ' _ n. €, • z / j , , _ __•7EFiGf2EE'iP- -', 3�3�'a - - - - - - - - - - - - HARDWOOD EVERGREEN EVERGREEN r� T - PINE 4" ' — 20° r �) �. ----__ EVERGREEN HARDWOOD EVERGREEN HARDWOOD HARDWOOD EVERGREENgA PIN EVERGREEN r EARDWOOD rr HARDWOO>O EVER�i t- "�®R _ 714. EVERGREEN 6 PR P= (18}QR 34 MG 3. -- -- - -- ---- -__ - '``"���"' _ _ cam_ - - - - HARDWOOIr - -- - - - - - - - — - - - - - E _ 0 SED TREEXROTECTION FENCING IoB Na. -- — --- -- — -- -- - - - ( ) EVERGREEN_�Pm-'EBBLE DRIYE / r7 AROUND EXISTI / G TREES TO REMAIN 092033 6' LANDSCAPING AND 8 WOODEN PRIVA� MAINTENANCE FENCE TO BE INSTALLED SCALE -- -- -- --- - -- 1 - 30 EASEMENT 6' FROM PROPERTY LINE' / - PHONE % / i SHEET NO. PED 61 1y19 F REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ROOTBALL ' NOTES: 1. 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, TREE PLANTING SECTION Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON —SITE:. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO (DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE. DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINE5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPILIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN, IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT MANY 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. LD-004 N.T.S. NOTES: TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 1200 AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND � � \ ENTIRE AREA TO BE MULCHED f�/\ :'::: • t �,� REFER TO ROOTBALL PIT DETAIL ROOTBALL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION! OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE SECTION 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL 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 BACKFILLING, 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) 4" MIN. REFER TO ROOTBALL PIT DETAIL SHRUB PLANTING SECTION Illllllllll ll ll Illllll ll lIIIIIiIIII�oil I1r311I1�i111C�lllt�i111 TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD-007 N.T.S. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE LD-005 N.T.S. V TYP CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 112 DISTANCE DOWN R00TBALL, SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) Ll El � U_ E� E LEI _11-I �1 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE— WEA THERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PROTECTION FENCE (FOR USE FOR TREE 1W SSES STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES VYL "T" BAR STAKES COMPACTION OF SOIL AROUND -ION EQUIPMENT. Z. to I LIVU t-LIVC,t i u DRIPLINE AT ALL POINTS (DRIPLINE 15 DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES) NO SCALE -+— REFER TO TREE STAKING DETAIL 1� VARI S ROOTBALL / \ BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. 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 ROOTBALL PIT SECTION LD.001 N.T.S. County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Hundbook, pp 111-284-111-297 for cumplete specifications) 1. The following items shall be shown on the plan: ICI Trees to be saved; ® Limits of elearing (outside dripline of trees to be saved); 91 Location and type of protective fencing: ® Grade. changes requiring tree wells or walls; ® Proposed trenching or huuLeling bevond the limit; Df clearing 2. Markinos: ® All trees to be saved Aall be marked with print or ribbon at a height clearly visible to equipment operators Z1 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ZI Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplunes of trees to ba saved. S. Soil Erosiunr and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. k1res: ZI fires are not permitted within RID feet of the dripline of trees to be saved. 7. Toxic blalerials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 9. PrOtCCINC FCFJCin P: ® Trees to he retained wirhi n 40 feet of a pr, posed building or grading nctivity shall he protected by fencing. Fencing An]I be in place and shall be inspected and approved by a CDunty Tnsp eotor prior to grading or conArued on. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved; a tree well shall be provided and a constriction detail submitted for approval 10. Tree Walls: El When the ground level must be lowered within the dripline a tree to be Saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: �I When trenching is required within the limits of cleaning, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shalt be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ZI Protective 4rncing shall be the last items removed during the final cleanup. 13. Dana rd'fr s: © llaruag trees shall be heated unnmediately by pruning, fertilization or other methods reconunernded by a tLee specialist. NOTE: IT IS IE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 07/23/18 OWNER SIINATURE (DATE) CON"11t Y( 1' YLRCIIISER StGl�%�1'UliE (DATE) 5f1106 Page 1 of 1 1 TH Y0� 1P_ ; SCOTT 4RCOUJNSt2,0 No. 35791. %1%yt01VAL z 0 a U Uj W 0 z z 0 0 `>�/� L! LU N 1�1 to W r z 0 ¢ V Ce i2 z 0 ¢ u o 0 0 0 o 0 U 0 a U cy- 0 a z t� 'LA _1 z LU Uj (n a LU to V) ¢ W a W V W a. W V) g z o U) Ln 0- 20 iy o Ce LU w r1% r n ri N f� n Cn M rn N d' N CZ J 0 J i < J a LL J LU z 0 LL Z CL U) Q W {� Z W � < J LL i z 1. 111