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SDP201800059 Plan - Other (not approved) Final Site Plan and Comps. 2018-11-19
w 0 I � 0 1 OT 4 1 1 1 1 1 11 I W44,, 1VVF Ll DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC SIDEWALK PO BOX 7505 u'i CHARLOTTESVILLE, VA 22906 OWNER: TMP 06100-00-00-16000 LQT'?41" DB 4966, PG 361 UTILITY, GRADING & DRAINAGE PLAN NEW BELVEDERE INC � Nk,::' . .. ! .A. \11 1 s 610 WEST RIO ROAD UTILITY NOTES & DETAILS CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING ' 200 GARRETT STREET, SUITE K ..,-..,�- CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-16000 (PORTION OF) - 5.25 ACRES ZONING: R-4 ZONING - CLUSTER DEVELOPMENT (25% OPEN SPACE) & AIRPORT IMPACT AREA (AIA) PROPOSED USE: RESIDENTIAL DEVELOPMENT PHASE IVA-1 (THIS SITE PLAN) 2 SINGLE FAMILY DETACHED LOTS 19 SINGLE FAMILY ATTACHED LOTS ACREAGE: LIMITS OF PHASE IVA-BLOCK 1 DEVELOPMENT WITHIN TMP 61-160 = 5.25 ACRES (RESIDUE AREA OF TMP 61-160 = 2.57 ACRES) DENSITY: BY -RIGHT 4 UNITS / ACRES PHASE IVA-1 (THIS PHASE) 5.25 ACRES x 4 UNITS / ACRE = 21 UNITS ALLOWED 21 UNITS PROPOSED (4 UNITS / ACRE (ALLOWABLE DENSITY = 4 UNITS / ACRE)) OPEN SPACE: REQUIRED OPEN SPACE = 25% (PHASE IVA-1 - THIS SITE PLAN) 5.25 ACRES x 25% = 1.31 ACRES OPEN SPACE REQUIRED PROPOSED OPEN SPACE = 2.18 ACRES NOTE: OPEN SPACE WILL BE DEDICATED TO THE BELVEDERE HOA PARKING: 42 OFF-STREET SPACES PROVIDED WITH THIS PLAN FOR THE 21 PROPOSED UNITS (2) PARKING SPACES PROVIDED PER LOT IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS OR THE STREET (1 DRIVEWAY SPACE & 1 GARAGE SPACE) REQUIRED GUEST PARKING = 19 UNITS x 1 SPACE / 4 UNITS = 5 SPACES REQUIRED ONSTREET PARKING (GUEST SPACES) PROVIDED = 32 SPACES FOR GUEST PARKING NOTE: 26 SPACES PROVIDED ALONG FOWLER STREET + 6 SPACES ALONG BELVEDERE BLVD, SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES 2016, AND UPDATED IN SEPTEMBER 2018 WITH THE RECORDATION OF THE BOUNDARY PLATS FOR THE PARCELS. SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY, DATED JANUARY 2016 WITH SUPPLEMENTAL FIELD SURVEY IN JULY 2018. DATUM: ELEVATIONS BASED ON NAD'83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005, CRITICAL SLOPES: MANAGED AND PRESERVED SLOPES EXIST ON THE PROPERTY, AS SHOWN ON THE PLAN. F THE PROJECT AREA BUFFERS WITHIN THE LIMITS O ARE STREAM U S STREAM BUFFERS: THERE A O S WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: THE AREA SHOWN IN THIS SITE PLAN HAS BEEN CLEARED AND GRADED FOR DEVELOPMENT, WITH THE PHASE IIB ROAD CONSTRUCTION, EXCEPT FOR PORTIONS OF OPEN SPACE THAT IS TO REMAIN WOODED. STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS AND SHALL CONFORM TO THE REQUIREMENTS OF COUNTY CODE SECTION 32.7.9. ALL STREETS SHALL HAVE STREET TREES AS REQUIRED BY ALBEMARLE COUNTY DEVELOPMENT ORDINANCES. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS, INCLUDING BELVEDERE BOULEVARD AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: PHASE IVA SHALL BE CONSTRUCTED IN (2) PHASES. THIS SITE PLAN IS PHASE I (PHASE IVA-1). THIS PHASE OF DEVELOPMENT SHALL OCCUR AFTER THE STREETS WITHIN PHASE IIB HAVE BEEN CONSTRUCTED. SEE THIS SHEET AND THE LAYOUT SHEET FOR THE IMPROVEMENTS UNDER PHASE IIB FOR ACCESS TO THE PHASE IVA-1 LOTS AS SHOWN ON THIS SITE PLAN. STREETS: ALL STREETS SHALL BE PUBLIC STREETS WITH CURB AND GUTTER. RECREATION AREA: NONE REQUIRED FOR THIS FINAL SITE PLAN (PHASE IVA-1). (NOTE, RECREATIONAL FACILITY IS REQUIRED FOR FOR THE ULTIMATE DEVELOPMENT - 33 UNITS. THE RECREATIONAL AREA WILL BE PROVIDED WITHIN THE PROPOSED OPEN SPACE WITH THIS PROJECT OR WITHIN ADDITIONAL FUTURE OPEN SPACE AREAS). CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SETBACKS: FRONT SETBACK: 5' MIN (FROM R/W OR EXTERIOR OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W) & 25' MAX SIDE SETBACK: NONE (10 BUILD ING SEPARATION) N MAXIMUM ETBA 0 REARS K: 20 MIN AND C GARAGE: 1$' MIN FROM R/W OR EXTERIOR EDGE OF SIDEWALK (5' SIDE LOADED) AND NO MAX BUILDING SEPARATION: 10' MIN AND NO MAXIMUM BUILDING HEIGHT: 35' MAXIMUM BUILDING HEIGHT LIGHTING: NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. UNITS SHALL HAVE PORCH LIGHTS ANDIOR POST LIGHTS THAT WILL EMIT LIGHT THAT IS LESS THAN 3000 LUMENS, TRAFFIC GENERATION: TRIP GENERATION BASEL) ON ITE TRIP GENERATION MANUAL (8TH EDITION) 2 SINGLE FAMILY UNITS (CODE 21!1) 20 VPD (10 ENTER110 EXIT) AM PEAK: 2 VPH (1 ENTER11 EXIT) PM PEAK., 2 VPH (1 ENTER11 EXIT) 19 TOWNHOME UNITS (CODE 230) 110 VPD (55 ENTER155 EXIT) AM PEAK: 4 VPH (1 ENTER13 EXIT) PM PEAK: S VPH (3 ENTER12 EXIT) TRASH RECEPTACLES: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLECT70N SERVICES. FIRE & RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BEA MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION ATA MAXIMUM SPACING OF 500 FT PER TRAVEL WAY, NOTES: 1. THERE ARE PRESERVED SLOPES AND MANAGED SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, LOCATED WITHIN THE OPEN SPACE AREA. 2. A LANDSCAPE PLAN IS INCLUDED WITH THIS FINAL SITE PLAN AND MEETS THE REQUIREMENTS OF SECTION 32.7.9 OF THE ZONING ORDINANCE. FINAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA V - =g,zp I _�� ,:I N O- I �N e` I I 7;°. 4 i t t;; FOWLER STREET ROAD CONSTRUCTION PROPOSED I I ,, UNDER BELVEDERE PHASE IS ROAD PLANS I : o 11 SUB2016-00213 i tr i li,if I ' TMP o62A3-oo-oo-ooloo ? :P 3 1_1 ALLEY11 1 `.%.. . t j11, BELVEDERE LAND HOLDINGS LLC I (� vIV' T . ALLEY r , w : t x) � I DB 4966 PG 372 �. ...t. �,.. .^"�"e ,. ` � _'.-' � s '`' BELVEDERE PHASE IIB RELOCATION OF ,-!: -%: ' .,_ ,..:. 1-,I..r.___ 1._ � : � THE DRIVEWAY ACCESS TO THE = � � rr ~' '' I _ " LEVENSON PROPERTu.Y l I i , - ..t i i, 31 I , It, 4 I I ij; -- ryi i 1 rrs-� -1 I I iafn, I o'. a �, �� !. I � I I i I. < a' y a I i ; i LOT 42 ..LOT'23o .'.1 N' fid: 2.�� 9 ' . i f , ' � , �t ,' I I1. ; PRORQSED.E30 ELVEDEftE ? 9 s re: - I _na l BOULEVARD i.' i i : ..I , - s �- ---^- - R AD CONSTRUCTIIO , P_R©POSE 1 . i . i , t [ r" . t J - ^ - ^-' NDER: BELVEDERE PHASE IIB, II. .' I R I , ' Ir �^ ---, 'kQ 2PLANSSUB2016'-00213 :i -. i , . ' `t, I '. 1- i"%' ^--__"� _ I J , i - - r �v��l ,-, _ . _� _,_.:,I g L__._. JI i �R rq"�. -- �'..-.�---.,.-__^'.--J I. r 9 - n ' a._' ..? . na.-.t, �,azt'- �' �'��' .* �., ', _ bry fix' -"••..: ryss.� -- �' ^ s .1 _ . u. - _,,.a s - 4- �, I' T �-� . I 4 I; RESIDUE,4�REA LOT t?T- .:LOT L}T: LOT r i 'R (PORTION OF 2.57 ACRES) 1. 1 + .. I 231 z3z 233 234 x35 a i .+ I a TMP o6soa-oo too 1600a I -:I 1 H s.j NEW BELVEDIERE INC i .1r.' x .�m s'-' 34 ` t ....,, i :; a, DB 4966 PG 36i 1.I { g t ".- . t t '. i g1. t i. � , i. 9 a 1} ij'.i; IE : : . it. ¢ ., qJ. w. • . „� " II w § 5�, 9 I . N -'. i _ .� 9 � 1 �. LOTz. I J 1 ;�` 1 54 • �.' i I ,Vj : :: . - t. u r.., �sg A 3 t s s 53 �.,.,_ t I q V LOT' z' .x'. . t S ,' M, ;t. �^ �, c §'> ,' _::� ,3 LOT 237° ' 1 ,j, . � ' PRO 1 .§:.. : .1. '% i : J ,t„ I , ! n. < S. § r � t,. . ,;W ., _ .' :,,.' �. LOT 2 8 • � �,., 4 � ' . 3 L T.2 _ :" r- O .. r' � F i t t, . �,'. 4 a s '- " �` �: E a " x. �y r/: .7,7,7.7' ' f-- 1 1 i j 0.,n t'.`,�,9"S :, S �' a' ir,, L, t�,/ Y :.•�; .' p \ `^',,a 'i , "" ' -: 11 \, -,,,� ° , �a b' 4 PHASE IVA=.1 'QPEN SPACE m U z .� --' T 2LL 1: .. RESIDUE AREA w' 4' fl' •2' s ' r wt. fie. 4.. �'' CR ••-, � (PORTION F z. ACRES) �;_ , �:��: •.� 's }.�`: � .� E:,, "''4' � .�, � (POR O O 57 S) , ,r h �° . e . 1 A i'p - - -� TMP a l a o0 oa i&oo a 0 �;. ;` 1 �1' ` ,, t t NEW BELVEDERE INC: �--- 11.1. t.. - ', # y �` LO.T 2 ,2 t,, � l DB 4966 PG 361 ,r"-•---�--- �'\."1.1 ""�. :L t :'} &,' ',;,'.. , fix. I �\ #t} t 1 ` s L(JT 244 ,d 1� n 1`1.,L111 g t 1. 4::':le P i .t. tq i, P '�� ,} ''' ... - t11 3 s J, F �M Y 7 _ §"• - 9 j=. 3 i 1 _ ' s x `ti ': w. S- ?: �fi 11 M, M r' l..�n^ ,,;,:.,.Ft 1 �I i .' , 1 t �' °J 5 Ji:. �l.. `+;.c:. .. 1 i t __ 1, 1 _: r" j -�,'iy t i s. `, s {. fir{ i; t t 1!. q 5 10, {. § � �,'. i 0 1 •`.� E , 'q 4 7'1. 1 t ,. : 91. '.;'y e , )a.y .; § `� 4'p, , TMPo62A -a -00100 0-o 0 3 BELVEDERE LAND HOLDINGS LLC DB 4966 PG 372 TMP 62A3-1 NMD - BLOCK 10 PROPOSED FARROW DRIVE ROADCONSTRUCTION PROPOSED .R BELVEDERE PHASE IIB ROAD PLANS SUB2016-00213 NOTE: ALL INFRASTRUCTURE ASSOCIATED WITH BELVEDERE PHASE IIB SHALL BE APPROVED AND BUILT OR BONDED BEFORE THE FINAL PLAT AND FINAL SITE PLAN CAN BE APPROVED FOR PHASE IVA-1. THIS INCLUDES ALL THE OFF-SITE IMPROVEMENTS REQUIRED TO SERVE THE DEVELOPMENT. IMPERVIOUS AREAS ROADWAY 0.75 AC. SIDEWALK S- u'i 1.30 AC. I a- d °` r i r. t, i' ''' '.. t,':, LQT'?41" q .'.:.. .: •' `"' UTILITY, GRADING & DRAINAGE PLAN PROPOSED FOWLER STREET U PROPOSED ROAD CONSTRUCTION P � Nk,::' . .. ! .A. \11 1 s _ :. 1, • .. , . , .:::.. ' UTILITY NOTES & DETAILS � ::':.. t •y t YYY ti, U DER BELVEDERE PHASE 1113 ROAD PLANS SUB2016-00213 #t} t 1 ` s L(JT 244 ,d 1� n 1`1.,L111 g t 1. 4::':le P i .t. tq i, P '�� ,} ''' ... - t11 3 s J, F �M Y 7 _ §"• - 9 j=. 3 i 1 _ ' s x `ti ': w. S- ?: �fi 11 M, M r' l..�n^ ,,;,:.,.Ft 1 �I i .' , 1 t �' °J 5 Ji:. �l.. `+;.c:. .. 1 i t __ 1, 1 _: r" j -�,'iy t i s. `, s {. fir{ i; t t 1!. q 5 10, {. § � �,'. i 0 1 •`.� E , 'q 4 7'1. 1 t ,. : 91. '.;'y e , )a.y .; § `� 4'p, , TMPo62A -a -00100 0-o 0 3 BELVEDERE LAND HOLDINGS LLC DB 4966 PG 372 TMP 62A3-1 NMD - BLOCK 10 PROPOSED FARROW DRIVE ROADCONSTRUCTION PROPOSED .R BELVEDERE PHASE IIB ROAD PLANS SUB2016-00213 NOTE: ALL INFRASTRUCTURE ASSOCIATED WITH BELVEDERE PHASE IIB SHALL BE APPROVED AND BUILT OR BONDED BEFORE THE FINAL PLAT AND FINAL SITE PLAN CAN BE APPROVED FOR PHASE IVA-1. THIS INCLUDES ALL THE OFF-SITE IMPROVEMENTS REQUIRED TO SERVE THE DEVELOPMENT. IMPERVIOUS AREAS ROADWAY 0.75 AC. SIDEWALK 0.20 AC. BUILDABLE AREA 1.30 AC. TOTAL 2.25 AC. ACREAGES: TOWNHOUSE LOT AREA: 1.766 ACRES SINGLE FAMILY DETACHED UNITS: 0.281 ACRES EXISTING ROADS (PHASE IIB): 1.017 ACRES OPEN SPACE: 2.182 ACRES TOTAL ACREAGE: 5.25 ACRES baa ;j MI�062oo-oo-oo-oo2Bo BELVEDERE LAND HOLDINGS, LLC I DB x+966 PG 372 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 /40��j t 44 _/ -10 PHASE IVA- (PROPOSED PLAN) Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 LAYOUT PLAN 4 UTILITY, GRADING & DRAINAGE PLAN 5 PLAN NOTES & DETAILS 6 UTILITY NOTES & DETAILS J LANDSCAPING PLAN & DETAILS 7 TOTAL SHEETS I' _.____ __,_ ___.___I 1 ._ __.__._._-._. _ EXISTING CULVERT I CUL VERT ADROP INLET & S77?U TURE NO. R C ARB DEPARTMENT OF FIRE RESCUE CURB VIRGINIA DEPARMENT OF TRANSPORTATION CURB & GUTTER PROPOSED PAVEMENT EC- 3A LNTCH 6 DEPTH OF EC- 3A DITCH EC -2 DI TCH ' DEPTH OF EC -2 DITCH ..,-..,�- EARTH DITCH EAR DRIVEWAY CULVERT BENCHMARK CLEARING LIMITS -w- VDOT .STANDARD STOP SIGN ---- 20,?-------- EXI S 77NG CONTOUR 20 PROPOSED ED CONTOUR 240.55 PROPOSED SPOT ELEVATION TIB DENOTES TOP OF BOX APPROVALS I DATA, DEPARTMENT OF COMMUNITY DEVELOPMENTT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT am d/TT� COUINS ? Lic. No. 035701-1 1$ /I -&-j-7')_ _ k I ONAL Y 17 • I_ 0 =z N SHEET NO. 1 J D3 a CL 0- >1 CIT 0 I- r r n y w C N v, D ," _J D J a-- (y D _0 L U a 0 11. L t, , + _:_. vi V', t1)0 to U U, 0 0.E a" Gy -0 rz V W" c:% 0 qj .;: �, GREATERTHAN :iAS A FINAL STABILIZATION MEASURE AS SHOWN ON THE ESC PLAN. 3 0-00-001010 --- --- TIVI P o6 2A3-0 z BELVEDERE LAND HOLDINGS LLC EXISTING DRIVEWAY DB Sm2 PG 296 TMP o62A3-00-00-001-00 ACCESS EASEMENT' PROJECT LIMITS (TYP.)—,.-. N44*14'59.86"E 61.99' �j 0 BELVEDERE LAND HOLDINGS LLC D -B. 3149, PG. 96 & ACREAGE: 90-778 ACRES u D.B. 3595, PG. 55 's I DB 5012 PG 296 z IE �0WL R STREET ROAD CONSTRUCTION PROPOSED 0 ACREAGE: 90-778 ACRES ER BELVEDERE PHASE 11113 ROAD PLANS u C Z uj SUB2016-00213 N91 o5'07-891 Q Lu LIMITS OF PHASE LIMITS OF PHASE 1113 log A(, Z .14' 0 (n U) N17'55'22.81"W 25-45'-- V Lu z u - F N143053'04.17T 21-54' DRIVEWAY ACCESS EASEMENT 7 -7 ZONING LINE: N� iPG 96 & F DB 3249, F� R U5 AL� -�Y A -OR N E L, L_,F_, DB. PG PG 55 — _T ---- -- I - I . � e,� � � � 11 1 j - ----- ---- 0 L Z DI3 02 m in DRIVEWAY ACCESS EASEMENT, L PROPOSED W SANITARY SEWER 1_114�— U) AND SANITARY SEWER LATERALS - Ii PROJECT LIMITS (TYP.)` z ce DB 3149, J_Jj , _j DB 359i pd'55�-, APPROVED UTILITY CONST RUCTION PLANS BY ACSA FOR BELVEDERE PHASE IIB LL. (UTILITIES CURRENTLY UNDER CONSTRUCTION) L 10T ;a LOT' -n` 14 Lu ui 22 -2, 2 _Q L T 2 T 2 1_0 L01; DRIVEWAY LL_ j 0 41 —GRAVEL D d', OVED AN PC WEL DRIVEWAY TO BE REM —RELATED EASEMENT TO BE VACATED WITH THE H RU ON PROPOSED L=3.9.635, R=i2,5oo BELVEDERE BOULEVARD ROAD "'ST CT' RELOCATION OF CONSTRUCTION OF BELVEDERE PHASE 111113 DERE PHASE IIB_ -n 9997 ZEIR LVE �\'�B.ELVEDERE PHASE IIB A=89. THE DRIVEWAY -ACCESS TO THE iql 52.2o"E a6.56' L. ❑ROAD PLAINS CL BELVEDERE DRAINAGE SYSTEM SUB2016-00!13 _DR__ 43 52 LEVENSON PROPERTY IMPROVEMENTSi5ROPOSW-1, d UNDER BELVEDERE PHASE IIEI ILL! ROAD PLANS (SUIB2101 15-00213) TMP o62too-oo-oo-oo2Ao 7 ............. YNQ 15 1 ZI a], 7 . ....... . .. ----- -------- EXISTING ALBEMARLE COUNTY A JACOB C LEVENSON TRUST It All" — �� L i — ---------- lj �j 7 M P 06 , _ 16000- 1 7MP oftoo-oo-oo-16000 �'-541.66 "E 71-00 (1 YP.) DB 4723 PG 653 07'12-70 -MANAGED STEEP SLOPES oft6o-oo-' -T NEW BELVEDERE INC Lu N34 57'13.90"W—,, NEW BELVEDERE INC. Tf] 17' BIE I V' -*,-D, 72. DB 4966 PG 361 I -i�� g ---------- IL ] �� I EXISTING PROPERTY LINE---.-" � I '.. I I , DB 4q66 PG 36:L .. ....... . C6 0) c� CL (y) LIJ v j 0 doo C\4 <li > uj U. Lj > uj _j u uj UJ uu E uj Lif yj 0 uj 00.10 C) UJ uj Lu < >L � C) 0 LLj Lu Lu UJI En JOB NO. 11521121 SCALE 1 =50, SHEET NO. cU v52ti TMP 062A3-00-00-00100 U LEGEND: NOTE: BELVEDERE LAND HOLDINGS LLC ° 1. ALL ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOA. ALLEYS AS MANAGED SLOPES DB a12 PG 2 a 9 'I ;:.9ALLEY 5 9 ,,�� mv,� % ,t'+ SHOWN ON THIS SITE PLAN ARE PART OF THE ROAD PLAN APPROVAL E PRESERVED SLOPES ACREAGE: ga.778 ACRES I I � � s� I A�-..I � � �� RIW) ZONING LINE: NMD PROCESS FOR BELVEDERE PHASE IIB. PLANS ARE CURRENTLY UNDER .... : : • REVIEW WITH APPLICATION SUB2o16-0021 } 3 OPEN SPACE 0 _.. : 2. OPEN SPACE IS HEREBY DEDICATED TO THE BELVEDERE HOA. ALL OPEN �t t EXISTING DRIVEWAY ACCESS EASEMENT (D.B. 3.149, PG. 96 & D.B.3595, PG. 55) a'SPACE SHALL BE OWNED AND MAI OA 3. SE ET 7 FOR STREET TREES AND LANDSCAPING DESIGN, S2' ,;+': :':; ,. 5' MIN. FRONT p 62A - ala I BELVEDERE PHASE IIB x: I YARD 5ETBA�IC --- ..,.. TMP a 3 -aa as -a a - BELVEQ NGS LLC (CURRENTLY UNDER DEVELOPMENT) IRIS l�t(VA'` 1 rr z -�' — I — .•— —, , .; �r w,v a a =_ 50 -12 PG02961 s r e t ACREAGE: 0. 8 ACRES PHASE IIB LOTS 1.20' REAR.SETBACK • i I io'A -. ' FOWLER STREET ROAD PHASE IIB RELOCATION OF 9 77 Y >; (LOTS WITHIN PHAS IIB TO BE i s 1 I "'SETgAC _i " °; I CONSTRUCTION PROPOSED THE DRIVEWAY ACCESS TO THE Er I „ 1 PROPERTY LINE (TYP.) APPROVED UNDER A SEPARATE 1 i , , , UNDER BELVEDERE PHASE IIB LEVENSON PROPERTY PLAN) i3®; I ROAD PLANS s 3 _ u B2 1 -0 21 ti roM.r _ n SU 0 fi 0 3 TMP 620-o0-a0-o02Ao IhFr„..., m o; ..�T �- JACOB C LEVENSON TRUST N LOT N ° F ,;Z, PROPOSED DRIVEWAY ACCESS �I i 2D 229 g `� ! (14) PROPOSED ONSTREET _ EASEMENT SEE BELVEDERE DB r+723 PG 553 j `� i , _ , I . _ r' ?: PARKING SPACES ALONG THIS r PHASE IIB PLAT. EXISTING PROPERTY LINE i i • i io' MINIMIJM 'BUILDING � � �� ' ' PORTION OF FOWLER STREET - SEE EXISTING CONDITIONS SHEET 2 FOR `f BELVEDERE BOULEI ARD ROAD i I .SEPARATION I I' CONSTRUCTION PROPOSED ij .I i i _ COMPLETE LIMITS OF FOWLER STREET WITHIN INTERS Cl101N PRQPOSED 1NITkl . UNDER BELVEDERF� PHASE IIB ; THIS SECTION OF THE DEVELOPMENT. PHA E'IIBAOAD PLANS' .i r s ROAD PLANS S PROJECT LIMITS TYP. f ( ) a5. MAX. FRONT SETBAC +"MAX..FRONT-SETBACK :s (r SUB2016-o0 13 � € STREET SIGN PROPOSED WITH `'�':. 'MAINTENANCE � r j ! ��` �• --�—� � 'r> 3 PHASE 116 ROAD PLANS i EASEMENT (TYP.) [ I 15, MIN: FRONT SETBACK 'S' MIN. FRONT SETBACK C — f i s _ r i' _ . ._....._,....._..._. —.,.,... W,.._. 1 _. _ .__........_...._ _,.._ .T 3 k N EXISTING TREELINE LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES HAVE BEEN -DETERMINED Y 1 '.> 121E TO LESS THAN 2596 BASED ON NEWTOPOGRAPHIC INFORMATION TOTHE SATISFACTION w . e�2r .µ�. ..� u, +� OF COUNTYENGINEER,.ASPERMITTED UNDER.SECTION 3o.7.4(b)h _.: _.._.. _. i q ?gid �` LO +i N N " �"n _ 2 23 ; LOT r a ° 2 "7c srt ' t ai 1� Y s' +” N y4,,4'. 54 ! t _ N• ' 2 y � /�`." �p ."..'r.a..-.Y' k }�i 7OPEN SPACE .n �52L e 21$. ACRES . . 4 pry;,r�.� j ,' F'> LOTN- G'-PLANTIN� 5f,�. TMP oftoo-oo-oo-16000 e - F21f1 Z ;' NEW BELVEDERE INC -o s�� •t DB 4966 PG 361 EXISTING PROPERTY LINE 01 RESIDUE ACREAGE: 2. S7 ACRES t aft ii�. .:..,, ,y. ` � .�,� .-.<r reg.., _ . _ _ — _ . —... _.. _ � _ _ _ _ • is � - � - _ — _ � _ i EXISTING PROPERTY LINE (TYP.) 30 ROJ 'LIMITS (TYP. {:. I �z TH SCOTT R. COLLINStZ Lic. No. 035791. a `�I_QXAL s-msW104) U ua ' �t t vLL r u:i � � � x C C L LU LN U g !i g 9 1 �z TH SCOTT R. COLLINStZ Lic. No. 035791. a `�I_QXAL s-msW104) .. 1"0 U ua �t vLL r u:i � � � x C C L LU LN U .. 1"0 �nNE�j. � cn 30: ft SHEET NO. - n c. Q` : i , } - UNUCIK tfCLVCUCKC t'1-IH.I. C 11[3'. . ROAD PLANS � � _ t 4 f, Al-.. t _ . E'ROPOSED FRE Y 3. - 0213 S B2€i16 0 l9 ' T A-�.- r _ r - ry ZflNING LIMITS } . ASSEMBLY -" - �nNE�j. � cn 30: ft SHEET NO. - n c. Q` ALBEMARLE COUNTY PA V/EMENT FINAL PLAN GENERAL NOTES 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. GENERAL CONSTRUCTION NOTES IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDINGPROPOSED METHOD OF CORRECTION. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRE GRADAT70N FOR TYPE (, 14, DEPAR TMEN T OF IRA NSPOR TA TION (V9 THIS PLAN AS DRA WN MA Y NO T ACCURA TEL Y OR III PRIOR TO PLACING AGGREGATE BASE. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN T74E EVENT THAT 774E SURFACE COURSE IS BEGINNING AT REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE COMPLETION OF 774E INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.3 GAL./SQ. YD.) GRADING OR OTHER CONSTRUCTION. B. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICAT7ONS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 9• ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHAAVCE A ROADWAY'S CAPACITY OR HORIZONTAL: VERTICAL). WHERE REASOINABLY TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES ,'SPECIFICALLY AUTHORIZED BY 5, THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 ( PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT fS DEEMED NECESSARY IN ORDER TO STABILIZE A GENERAL WATER & SEWER CONDITIONS DRAINAGE CHANNEL. 1. WO SUBJECT INSPECTORS. CONTRACTOR WILL BE SIGNS SHALL CONFORM W17N THE VIRGINIA MANUAL FOR RK SHALL BE U ECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY !N THE 7. ALL TRAFFIC CONTROLUNIFORM TRAFFIC CONTROL DEVICES RESPONSIBLE FOR N077FWNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 2• THE LOCA77ON OF EXIS77NG U77LI71ES ACROSS T74E LINE OF 774E PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE S L O HIS RVE LOCATE ALL III PLANS AND WHERE SHOW, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL N OWN 1N1TIA 9. ALL EXCAVA770N FOR UNDERGROUND PIPE fNSTALLA 77074 MUST COMPLY WIN OS HA STANDARDS UNDERGROUND LINES AND STRUCTURES AS NECESSARYY J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF 774E GENERAL WA{ TER AND SEWER FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926), CONSTRUCTION SPECIFICA77ONS AS ADOPTED BY 774E ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVAT70NS SHOWN IN NA77ONAL GEODETIC SURVEY. GENERAL CONSTRUCTION NOTES FOR STREETS 5 THECONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING IM 1SS UTILITY" (1-800-552-7001). &. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TTOP OF PIPE OVER 7HE 1. ALL MATERIALS AND CONSTRUCTION MUST 8E TESTED AND DOCUMENTED ACCORDING TO VOOTSTANDARDS M = AND SPECIFICATIONS CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 2 SURFACE DRAINAGE AND PIPE DISCHARGE MUST 8E RETAINED 9774TH INE PUBLIC RIGHT-OF-WAY OR Z ALLWATER 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 WITHIN EASEMENTS' PRIOR TO ACCEPTANCE ALL DRAINAGE OUTFALL EASEMENTS' ARE TO BE EXTENDED TO Q A BOUNDARY LINE OR A NATURAL WATERCOURSE. OF THE LINE. J. GUARDRAIL LOCA77ONS ARE APPROXIMATE: EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS 9• ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER WILL BE FIELD VERIFIED AT 774E 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICA77ONS OF THE ALBEMARLE COUNTY SERVICE AU7HORITY. LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. TOP 5' 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM OF 4' 2" R TO VDOT CG -9(A, B OR C). CURB 5 WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM 4 " CONC. (3000 )PSI A I-\ TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4 28 DAY OR STRONGER 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 6" 774E TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S7RICTLY ADHERED TO. Z ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDAfiON. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA 77ON, THEN APPROVAL OF THESE 13" ¢' ' W 7" PLANS SHALL BE NULL AND VOID. 4"'21-A STONE BASE 8. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL F -OR UNIFORM - TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING CONCRETE ;SIDEWALK ORDINANCE AND MANUAL.4I>� x�� �'.. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY' THE DEVELOPER d ,x z NO SCALE MN P �-� -, � � r;'���.� WHEN, IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 1 • 6" 2' 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN ,SPEED, OR AS DOT #57,68, OR #78 DETERMINED BY VDOT FOR PUBLIC ROADS STANDARD CG -6 STONE BASE UNDER CURB 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT & CHECKED BY VDOT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. CURB & GUTTER PRIOR TO PAVING AND/OR 12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 77 -IAT ARE DEEMED NO SCALE TH %A INP CTI N HA C BACKFILLING I I I s W l l •,. w, 87 ADT - . ADT 2852 ADT_ 333 g i I f _...-.,..,.�ELV DEFk_OULEY ;�. I: ���i��.-_, .��.�'. Lam'' u , - rr �. T�_.I K � rIV �� „�# i � � y .:.. „ _.,_ } },.;, P' � I - .;,3 � •} c"!"I ^�. � �' 'v 6ADT x 5nr I , J ; I I . �., }; } , :. T.. HILLIPS LEY p.la i I - ' I -I 'Tib' - - r( St i.;'r;:r• rc{:::.i;r.;t' t Ic�,z. zvr ., 1 J t J ! i ry YFk' 'r °�u, � t �• {-P"� ?1fr --«-� ��.€ ll,�t �,� >M :ter.*� } _ I�`.v; § '?2 :. - 1T �r . l I I t I, 4" 4 1 1 l' S'r� E, --I L •, P I , ti b y I M ; I �•. O , '� G �IFi - r r� � .� LST,,;, _q .� § ;G�� W i I S l i -o „ _� l7 �i�:�''' -�.:::, 4' ➢¢y3� r 4s3T 4' `v gri,, �i. tr b � A f } Wxg . f I. f w a .ry ve Tu.",� -,... t..F.#•' .# ._. ..RFs .... - .;.::� -...G, ., <�:: r, k t'v 3 Y r.) rf,< 3 T?:� ' • F 4 Z , h � r ,2 F , INE, mom} }s# 4 l`` .. ,ems. j , "• , ` . r. .;;D6,uwm ��'A ! �>ar•::> t i i } } } ; '6% x /; 'N" DU.NLORA SUBDIVISiC}N w` r � � E I ✓' A� 1 � / 4 I v ✓. 4 TRIP GENERATION SCALE: 1" = 150' INACCESSIBLE TO VDOT OR COUNTY INSPEC770NS. E DEO S E O S LL $E ONDUIC7FD 174 SM -9.5A ACCORDANCE WI77-1 VDOrS VIDEO CAMERA INSPECTION PROCEDURE. SURFACE COURSE ROAD NOTES GRADING 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPAR77WENT OF 7RANSPORTARON SPECIFICAT70NS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 774E ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WEIERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC770M OF THE ENGINEER. J. ALL GROW77-1 OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETAT70N WHICH 0657RUCT SIGHT DISTANCES AT ROAD IN7ERSECRONS SHAILL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS; EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W17H A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED OtN THE PLANS, OR WHERE FIELD COND177ONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FRFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIRCA77ONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA775FAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. HE TO TREE STAKING DETAIL `REiV ,H EDGE AROUND 'ENTIRE AREA 1'0 BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES, 1 SET TREC PLUP,IB PRIOR TO STAKING - ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKFNt BRANCHES AND SHALL HE PER.'FORNIED UNDER I FI[` SUPER` I.'S'I0N OF THE '_ANDSCAPE ARCHITECT. TREE PLANTING SECTION N,T,S, CC -12 NOTE: COMPONENTS OF CURS RAMPS CONSIST OF THE FOLLOWING riYDRAULIC CEMENT SIDEWALK tDEPTH IN INCHES, AREA IN SQUARE 'YARDS) -CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET) GENERAL NOTES- DETECTABLE WARNING SURFACE (AREA IN SQUAREYARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURE CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS MDT LISTED SHALL 'MEET SIDEWALK RAMP 12-1 MAX THE REOUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE 48�IMAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURE RAMP NAV BE POURED MONOLITHICALLY WITH RAMP 4` FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF .RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO S THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF Tpci MAX PRECAST RAMP FLOOR. PRECAST' CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE 70 BE NO.5 X B" PLACED 1, CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 6. CURB / CURB MIT GUTTER SLOPE TRANSITIONS ADJACENT TO CURB -RAMPS ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GUTTER. 5, AN 1 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED RY THE ENGINEER THEY ARE TO BEPROVIDEDAT INTERSECTIONS WHEREVER 12A M1 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY A CROSSES A CURE REGARDLESS OF WHETHER.. SIDEWALK 15 EXISTING• PRCPOSEU,_ OR NONEXISTENT, THEY -MUST HE LOCATED WITHIN PEDESTRIAN -CROSSWALKS AS SHOWN ON PLANS OR AS ❑RECTED.BY-THE-ENGINEER, AN THE NOT TYPE 6 BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES;FIRE PARALLEL HYDRANT5,DROP INLETS.ETC. ACGE556LE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 6. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIDNS PROVIDED THAT THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AMD - 12 HZ�A% THAT THF SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. S, s 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNDT ACCOMMODATE THE TURNING REQUIREMENTS OF AW7[CPA7ED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG_ 1.1, COMMERCIAL ENTRANCE. (HEAVY 4'WN AT , 2" HIGHER THAN TRUCK -TRAFFIC? FOR CONCRETE DEPTH. EDGE OF PAVEMENT TO. WHEN CURB RAMPS ARE USED. IN CONJUNCTION WITH.A SHARED USE PATH, AT ',IDX .SAME AS TCP OF CURB THE MINIMUM WIDTH SHALL BE THE .WIDTH OF THE SHARED USE PATH. - N. .WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS RDIAGONAL% TYPE C) III A "4 'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULARINTO 'THE CROSSWALK WITHOUT -GOING INTO THE TRAVELWAY. THIS 4'k 4' LANDING AREA MAY INGLUDE THE GUTTER .PAN. TRUNCATED COME Pt, ALL CASES WHERE CURB .RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD a OJ O O O p ,z -MODIFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - THE BACK OF CURD, 0 0 o N. O a D 0) 0 0 0 IR 0 0 0 0O0 0 03 O O 0 �+ LANDING RAMP 0 0 0 0. 0 0 0 0 0 0 0) 0 0 0 0 o 0 0 0 O O O O O a a 0) 0 0 0 O O -G'O 0) 0 0 0 0 - 0 O 0 0 0 0 00 a a 03 0 0 00 !- f. F UIA5L VAULTER - 00'000000 G 003 0000 DETECTABLE WARNING o TOP DIM£TER AT BACK OFCURB - 0.9"-1.4"' I_ VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. - - BASE DIMAETER t- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL xvl) Tc (+ SPECIFICATION ROAD AND HIi1dCE STMIdARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 1 REVISION DATE (GENERAL NOTES) 105 203.05 07l15 O2 VIRGINIA DEPARTMENT OF TRANSPORTATION ' GUYING DETAIL CONSISTS GLIY'S,SET 120' AROUND JT PIT ON `UPHILL" SIDE =R TO TREE KING DETAIL (PACT EXCAVATED SGML C)RIA ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE .AREA TO BE ^HED =R TO ROOTBALL PIT All NOTES; 1. SET TREE PLUh,18 PRIOR TO S7A}::1NG 2. ALL F'RIJNING IS RESTRICTED TO THE R_P4CJVAL OF DEAD AND BROKEN BRANCHES AND SHALL 13E PERFORMED UIrtDER THE 'SUPERVIKS-ION OP THE I A:NsDSCAwE ARCHITECT TREE PLANTING ON SLOPE L2� SECTION N.T.S. F-1 G 0 Ll STANDARD ORANGE VINYL OR PLASRC CONSTRUC77ON FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED S7EEL, IRON OR THICK PVC PLAS77C), AT LEAST 40" ABOVE F7NISH GRADE WITH SPAN BETWEEN POSTS' NO GREATER THAN 5' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDEN77FIES THE FENCE AS A TREE PROTEC77ON FENCE. TREE PRO TEC TION FENCE (FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE ON INTERMEDIATE COt COMPACTED AG( BASE COURSE, VD COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE I c LLiTssg I `nTa° lM_- t> 8 A r n t J�: rf P Y✓ ff % f ✓ r l�' Lor><, OM1, i`r'!�!�t.f :..1f1 �'.'?��, t.:..z11`1✓./ NL RA FARM FUTURE fl DEVELOPMENT 245 SINGLE FAMILY DETACHED & SINGLE FAMILYATTACHED 1 DWELLING UNITS ASSUMED {MIXTURE: 75%SFD & 25% SFA) TH 0 Z u HCV SCOTT R. COLLINS, SSV Dr Lie. No. 035791,' :, ONAL E�� PRIVATE ACCESS l PRIVATE ACCESS EASEMENT CIL POINTOF EASEMENT FINI5HED GRADE L IiL SURFACECOURSEV4 v*'�I' }pL - 1 EXIST. GROUND -�� EXIST. GROUND �� SRR 1 ab kN" 66%&cf 6 0 "'. p 3' CONC. DRAINAGE ( ' CONC DRAINAGE f RIBBON BASE R188ON EXIST GROUND IEXIST.\i GROUND �- ----- 3-- J' 7' 3' NDT3` 24' COJ4'9'RdC91OR Slr= rAZVAir RIBBON ON 9'" Of rjrB ci ZWZS OF T" ALLgTrAY Alla' CAPA" OF S4VPF0RfrAV co ALL.97Y AtJ lWl l ON Ff" & RA9iL Z KrATWLAR tT"" UP TO 28 TOM.. r� PHILLIPS -A LMY (A LLEAV L) ate CORNEIMS ALLEY (ALLEY P) NOT TO 56VA4LE co UJ „o ) fl RF- 1.0 Location Z u HCV Design ADT t1.. SSV Dr UJ C Base b a Z Dp Beh,edere Boulevard 0 Ln it 2557 4 �r u 18.02 ce C 2.25 +u+,.. Vd IJ- c L° ', 16.25 Lu � � t 0.6 z Fowler Street 910 2 1230 M Ln>~ LjAkc r7 SM -9-5 1-5 ifl L BN1 `?5 3 2.25 21A 8 r -i LJ 14,93 PhAiips Alley 140 uj 160 j IT 4 8,38 SM --9.5 PRIVATE ACCESS l PRIVATE ACCESS EASEMENT CIL POINTOF EASEMENT FINI5HED GRADE L IiL SURFACECOURSEV4 v*'�I' }pL - 1 EXIST. GROUND -�� EXIST. GROUND �� SRR 1 ab kN" 66%&cf 6 0 "'. p 3' CONC. DRAINAGE ( ' CONC DRAINAGE f RIBBON BASE R188ON EXIST GROUND IEXIST.\i GROUND �- ----- 3-- J' 7' 3' NDT3` 24' COJ4'9'RdC91OR Slr= rAZVAir RIBBON ON 9'" Of rjrB ci ZWZS OF T" ALLgTrAY Alla' CAPA" OF S4VPF0RfrAV co ALL.97Y AtJ lWl l ON Ff" & RA9iL Z KrATWLAR tT"" UP TO 28 TOM.. r� PHILLIPS -A LMY (A LLEAV L) ate CORNEIMS ALLEY (ALLEY P) NOT TO 56VA4LE co UJ „o ) fl RF- 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Beh,edere Boulevard 2537 2 2557 4 4 18.02 SM -9.5 2 2.25 Btv1-25 i 16.25 21A 8 0.6 20.55 Fowler Street 910 2 1230 4 4 14.50 SM -9-5 1-5 2-25 BN1 `?5 3 2.25 21A 8 0-6 14,93 PhAiips Alley 140 2 160 4 4 8,38 SM --9.5 1.5 2..25 BNI-25 2 2.25 12 IA 6 0.6 11.45 NOTE: BASE PAVEMENT MAY BE REDUCED IF ACTUAL CBRs FOR THE ROAD ARE HIGHER THAN 4• THE CONTRACTOR AND GEO-TECHNICAL ENGINEER SHALL PROVIDE THE CBRs TO THE ENGINEER DURING THE GRADING AND CONSTRUCTION OF THIE ROADWAY TO DETERMINE THE FINAL DEPTH OF THE PAVEMENT AND ASPHALT. U.L fl BAR STAKES NYL 'T" BAR STAKES COMPACTION OF SOIL AROUND TION EQUIPMENT. L. L/# ALAYVDESIGNATED t LIYI+BY OL I V DRIPLINE AT ALL POINTS (DRIPLINE IS UTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES} NO SCALE EXIS�T.G ROUND Z - EXIST BOUND EXIST. GRIOUND EXIST. GROUND RIW �� R I CONCRETE SIDEWALK , j EX/S . GROUND E)aST. GROUND s r �k r gg- 06 Ln i5 3t f I' CG -6 POINT OF W -6e CURB & GUT7ER /"� FINISHED GRADE CURB & GUTTER CONCREtt �ALK R�IY � jJJ EXIST. NDz Fs ' f ° 1 LAWN PLA�nrTrrvc ate°°° r EXIST- GROUND _ T li s? 32' EIP-EAP 6 6' LANE LANE B' 6 5' ONSTREET P PARKING 36' FIC-F%C PARKING 61' RIW L TYPfCIM STREET S TfOy NOTE. - J1110 ILAR ST"Br - ,STA. 14*9e - STA. 17+60 - PUBLIC ,t OAM T'R•'t VEL LANES FIT d� PARATM ON BOTH SIBEYS 1JA'ASICN spsw3 .ee � � � Lu NOT TO SCALE E y� * ul n AKfl z YS.'� *' 3, / 4 I ul w CG -6 POINT OF CI POINT OF CG -6 ;' w CURB &GUTTER FINISHED GRADE FINISHED GRADE CURB & GUTTER CONf4E7E RIW _ w w SIDEWALK :� CD # 114',LLI • f' 1J' J1' +� 3, EXIST. GR ND u; ,..,you Lu TLANIM10 ~ I� .i PLAN7TNG O°° S7RAP S7R1P 4, � 4 EXIST, GROUND 10 rgvnruj - _ 5' BIKE 10' t0" 5 aJKE B' ONSTREET 6' S' , a � to 0 6'- PARKING T LANE TRAVEL LANE TRAVEL LANE LANE PARKING a a LL �' 46' FIC -FIC � 2g v 2. b' 71' RAW � uj c7 T _KFf v.4L FTRFrT AS'A'K"TION NOTE: (D �. BLLVff,V RA' BLVD.. (#STA: 1',2+00-18+5O) - JTJ"C RO" PAR INC ON BOTH OA .'71CN SPALYD Lrkir T 185MPA SIDES WITH BUdIF� 0U?'LS' 25 uj 3 .N©T TO S'614.LA' -s 'f t'., NO PARKING SIGN CG -6 POINT OF CO -6;i ( b ami CONCREM' ',' CURE & GUTTER C� FINISHED GRADE CURB & GUTTER It BALK R/W n E SIDEWALK it f $1 CL Lu U fzf 1. 1' EvsT. ND r_t U} fln if �, D PLAN71HC f I 305 NO. PLANRNG '•i °°D DR S7 p I STRIP VIST. aWVND 152121Q 28' EIP-E/P ' 6 -5 , 10' 11' 6 -, LANE ILANE 5' 1 3' 0 N57REET SCALE PARKING -0 32' FIC -FIC cl 57' RIW AS NOTED Cry TY.PI6V.4L STR,tt ATT SffrTION ,NOTE:' TR4YE'L LANE'S FITH SHEET NO. F) ffVJFLLR STREAT (VAD IJ) - STA 8+50 - STA. >4t95 - PUBLIC ROAN PARlUAV ON ONE SIBS' P.rS)171V SP rB ARS MJA S NOT TO SCALE Q. r i? fr Qi NOTE: BASE PAVEMENT MAY BE REDUCED IF ACTUAL CBRs FOR THE ROAD ARE HIGHER THAN 4• THE CONTRACTOR AND GEO-TECHNICAL ENGINEER SHALL PROVIDE THE CBRs TO THE ENGINEER DURING THE GRADING AND CONSTRUCTION OF THIE ROADWAY TO DETERMINE THE FINAL DEPTH OF THE PAVEMENT AND ASPHALT. U.L fl BAR STAKES NYL 'T" BAR STAKES COMPACTION OF SOIL AROUND TION EQUIPMENT. L. L/# ALAYVDESIGNATED t LIYI+BY OL I V DRIPLINE AT ALL POINTS (DRIPLINE IS UTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES} NO SCALE EXIS�T.G ROUND Z - EXIST BOUND EXIST. GRIOUND EXIST. GROUND RIW �� R I CONCRETE SIDEWALK , j EX/S . GROUND E)aST. GROUND s r �k r gg- 06 Ln i5 3t f I' CG -6 POINT OF W -6e CURB & GUT7ER /"� FINISHED GRADE CURB & GUTTER CONCREtt �ALK R�IY � jJJ EXIST. NDz Fs ' f ° 1 LAWN PLA�nrTrrvc ate°°° r EXIST- GROUND _ T li s? 32' EIP-EAP 6 6' LANE LANE B' 6 5' ONSTREET P PARKING 36' FIC-F%C PARKING 61' RIW L TYPfCIM STREET S TfOy NOTE. - J1110 ILAR ST"Br - ,STA. 14*9e - STA. 17+60 - PUBLIC ,t OAM T'R•'t VEL LANES FIT d� PARATM ON BOTH SIBEYS 1JA'ASICN spsw3 .ee � � � Lu NOT TO SCALE E y� * ul n AKfl z YS.'� *' 3, / 4 I ul w CG -6 POINT OF CI POINT OF CG -6 ;' w CURB &GUTTER FINISHED GRADE FINISHED GRADE CURB & GUTTER CONf4E7E RIW _ w w SIDEWALK :� CD # 114',LLI • f' 1J' J1' +� 3, EXIST. GR ND u; ,..,you Lu TLANIM10 ~ I� .i PLAN7TNG O°° S7RAP S7R1P 4, � 4 EXIST, GROUND 10 rgvnruj - _ 5' BIKE 10' t0" 5 aJKE B' ONSTREET 6' S' , a � to 0 6'- PARKING T LANE TRAVEL LANE TRAVEL LANE LANE PARKING a a LL �' 46' FIC -FIC � 2g v 2. b' 71' RAW � uj c7 T _KFf v.4L FTRFrT AS'A'K"TION NOTE: (D �. BLLVff,V RA' BLVD.. (#STA: 1',2+00-18+5O) - JTJ"C RO" PAR INC ON BOTH OA .'71CN SPALYD Lrkir T 185MPA SIDES WITH BUdIF� 0U?'LS' 25 uj 3 .N©T TO S'614.LA' -s 'f t'., NO PARKING SIGN CG -6 POINT OF CO -6;i ( b ami CONCREM' ',' CURE & GUTTER C� FINISHED GRADE CURB & GUTTER It BALK R/W n E SIDEWALK it f $1 CL Lu U fzf 1. 1' EvsT. ND r_t U} fln if �, D PLAN71HC f I 305 NO. PLANRNG '•i °°D DR S7 p I STRIP VIST. aWVND 152121Q 28' EIP-E/P ' 6 -5 , 10' 11' 6 -, LANE ILANE 5' 1 3' 0 N57REET SCALE PARKING -0 32' FIC -FIC cl 57' RIW AS NOTED Cry TY.PI6V.4L STR,tt ATT SffrTION ,NOTE:' TR4YE'L LANE'S FITH SHEET NO. F) ffVJFLLR STREAT (VAD IJ) - STA 8+50 - STA. >4t95 - PUBLIC ROAN PARlUAV ON ONE SIBS' P.rS)171V SP rB ARS MJA S NOT TO SCALE JUNCTION HOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 10't lb't S 10' S - WATER SEWER IQ LOCATION OF OTHER UTILITIES - (CAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER HR SEWER ONLY - 20` MLNIMUM WATER & SEWER 30` MINIMUM SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD -1 SEWER SERVICE LATERAL CONNECTION NOTES_ 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%�f1 (1 f4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4' S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND ? x 4 MARKER `!r PLUG END 0E MAIN LINE SERVICE LATERAL SECTION 1 IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N,T.S. FIG. S-2 i IAMETEf A'N.' AL'.+E �. `),,' D F�I M4?ATK')l a k4ATD IAL € 1,3 :IT"Y FCL y;F,s,T,;�:e;N M:A7FF,,IAL r xI Iyty 21, a.Hisd fy. INITIAL f hl h;FILL- 1 IN010H.I Ie115. Y ' ,� ,�• F, L,E �'I rd�; 'L -E _:TCNN!E T TLE _!TIL RID,;1E THE B �TTAll .F THE TI;ENJ ,H. 'ENI .IE LL mTC:, ES T I"; ,E THE PI, -E DCIE_.N'T RELT ON FOUR. Ar" L:' THFNI C`MPA _:T THE T,s.:31L ,t*', t''isL_7'dDE A 4'' fjFIl"UTI < OF _,.' .,A .11`4 II�� r.;}H.:� ._;C,=1L I`I �,i_.Er= �.I�IT z3 „ ",° = -Hr:l,v INITIAL ..:,-sCKFILL .E. ,,I... UI ST4VGLE ;i..+L'- . _ ?,i l:"I. fl`? Pr11?'4. w. _ -T IE +� r r,NULAH' FILL r E d`PPRO �T ,H, E r_.fL !tl . k TABLE S01L O.I ROC Ki'_% NOTE 1' R k `'H -.LL FJE ALL r E WITHI 24 F THE '_ATEH LINES. T r 7, I f 14 ,r a LARGER �, .. ? v %: i ' . @ H'"' f . �, 1 ..: i '' IJP ,) .> { L �E THAI -1 � L r .I , E I HALL �,E LL E.: � 3 E THIO I" ITIAL E}AwI FILL 3,THE INITIAIL BACKFILL ;_.HALL IDE F'L.,_E= sl :'7 Cr;,>I: ,,c,TE�r INN F,." LIFT- CI'10 t r rEh. LIATE,I AL P COE-''I;.a -'H LL E 4LLtjWE : .� .PH:;�,[�lla_, I.. FI -:,x.. a. lu;., #- r=. t1 _ `.� .A t' Iii THE TCEINCH,. BLLL HCUE SH,, LL UL C,; G I-:IJT IN ALL y ASEE;_ 1) Lj _7I LE I IS ' I 'v TF_ t•T':I FI° .. �Iihnl'i<Llr t, '.YI:'ti I FII II'i ti�lJ.: 0,;`% -LII E -TP F PLI,',U A; IES TH E-+: Et t t I 'LI. LEND DIMENSIONS rk rtil' =LE w A.. W` FLEESIE r SIZE 3IRA NII H LE ,;, 13 t Au i I_ k IC FTE ALL TH E+iT- THR J_:T c`Li ;K.- ull a1 -YD, - METE L3',:4 EE FIG, rIr y 1VALVE L H T tai T IFI E H T { IPE LGPE' FL) fl'AIH. IF 4 =.. Al`IEE 'V'aHe, IE`:s 1 51 Al 2.50 d 't PI P E .� 2�^ ,;L, J.�L,�E11,-4, Tf"I"RE.44'1`�771 7.0 A'HE ..I.,+,E .>I_/.E .=aLl.:it.+' 0! E1 R� 0" . Irl TY E 14 ZOO 1,5Q I , s' TYPIC. .L �L .'a^I1„-I°FF ,. r N T: 2.44 FIC;. ',V -O -_ TD -19 T FOR ALL LENDS WIDEN TRENC ACCGMMODAT r` ANCHORIF REQUIRED. d -•� PEI in in BEDDING AS V REC�UIREB) ti = ty ti T kJ,lh! T SECTION 1-1 SECTION 2- PIPE DECREE LEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD, (FEET) a1 -YD, SEHalD ° L H T L H T 90 2.50 2.50 3.01 0,24 0 0! R� 0" 45 22 1/2 ZOO 1,5Q 2,25 2;00 2.60 27-52 0.15 9,,Q 2.44 2.25 2.54 0.15 11 1/4 11,50 2.00 2.50 0 "'t0 us 9Q A.E6 S.ta 3 71 0.46 G,. :a 2.66 7,66 2.71 0.743 . • ri 22 1/2 2.46 2.691.66 2.� ° 0.a.3 .. .; 6 2. 1 0 2.66 0.32 11 1/4 1,66 '216 2.67 0.13 00 0 L9 :')0 4.85 3.8.E 3,4-2 0.83 9j 10° 12" 45 5,.33 3,56, 2:I 0,'13 183 4FOO 2.B3 0.52 22 1/2 r'.33 2.5�5 2:55 024 "I1 1/4 1,$,l 2.33 2.84 9,f:e 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2, USE 2500 P.5J. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE (RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. Nf-,5 URALDE AIR RELEASE VALVE / vA�vIE E GATE BRASS OR IA RGNZE RISE - , `/� DRAIN TO GF%AQE IF POSSIBLE -1 III -I, I- � I =1 I I ,III ,,ccam� I I -III H I BRICK SUPPOIRTS OR f � SOLID CEMENT BLOCKS - �✓ ° - -CRUSHED STONJE `-TYPE "K" SOFT OPPER TION TC)P NOTES: 1) A 'RECAST MANHOLE CONE AND COVER WITH WATER CAST `.D'N LIED FOR TRAFFIC WRENS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SIMALLER THAN 12" USE a I" ,A,R.V, AND HITINI GS, FOR IvA,TER LINES 12" AND LAfRCER USE 2" A,R,V. AND FITTINGS. 3) IN SITUATIONS ;'THERE THE A.R.V.ASSEMBLY CANNOT BE OFFSET FfRJ"v9 THE MAIN AN ACE HJATE FOUNDATION $OATIC)N SH4LL F#E INSTALLED SO THE 'WATER LINE C, DES NCIT yLFPPO 7 THE MANHOLE "CNE. AIR RELEASE VALVE (,ARI, NTS FII;. W-9 TD -2D NOTE: HYDRANT MUST BE EQUIPPLO WITH VHAPLOTTES- V'ILLE THREADS WHICH IS THE LOCAL STANDARD, 4 LENGTH OF BRANCH VARIES 6 MIN 2' TO I V (21u x r 1V 22° 7 CU. FT. r�ALVE ROY, X i #6HT STONE v 42"hr11A4 6" GATE r VALVE A dF r of X ,C.., TEE 2500 RS,I, 04tiCREE } BASE AND THRUST BLOCK AGAINST � UNDISTUR8ED STABLE r SOIL, STEEL PILE- RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A, FILL, IN ADD1710M TQ POURING CONCRETE, A STEEL PILE SHALL 8E USED AS ADDITIONAL'5UPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A. 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES +. FI3�JISHELI GRAH�E SHALL SLOPE AWAY FROi. THE FIRE HYDRANT AND VaAVE qOX. R. THE GATE VALUE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL 5L 1,%17}TALLER AT LQCATIO;VS WHERE WEER HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL 13E PLUGGED AND THE HYHIRA%T SHALL BE PUMPED DRY. TY;'ICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TC -8 FRAME & COVER (SEE FIC. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" RUBE3ER COATED STEEL STEPIS CAST IN PLACE J -D MIN PRECAST REINFORCED CONCRETE SECTIONS 1?"` MiIN "0" RING SEALS �� A 16" MAX MINIMUM ELEVATION v DIFFERENCE ACROSS M.H. 5" 4'-0" FROtw1 INLET TO NUTLET SHALL BE 0.20 FEET. DEPTH 0)F FLOW CONCRETE—,'VARIES CHANNEL TO BE FILLETS 3j'4 DIAtV1ETER 0F- CONTRIBtUT1NG SEWER. a ' A FILLETED INVERT FOR A SMOOTH Q 4 ° 4. e� 12„ TRANSITION OF FLOW BETWEEN ' INLET OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE �' r F 1. BEDDING THICKNESS R_QUIREPW4ENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL_ MANHOLE SECTION SI -DOWING BRANCH TIE-IN N.T.S FIG. S -1-A ACSA GENERAL WATER 81L SEWER CONDITIONS TD -25 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY {ACSA} INSPECTORS. THE CONTRACTOR WILL BE RESMONSIBLE 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 APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. 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 ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1a THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,20-14 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT), -•'PLACE 5' GALVANIZED " IIVITNESS " POST WITH CAPPED ENDS PAINTED BLOE lis REMOTE .AREAS AS OFI ECTFD. MIARKER LOCATION MAY SE SUBJECT v TO HIGHWAY DEIPARTMENT AP PROVAL. FINISHED GRADE - )NATER ADJUSTABLE VALVE BOX W/ LID VIA. GATE VALVE LINE 2500 P.S.I, CONCRETE 4 2'x 2' (TEARING AREA. THRIJS T L 4� B K r a f NOTE IN REV+OTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYF IC,AE GATE VALVE 'TTS FIG. 'W-5 TD -9 mE E •- °' I k u 5 W J ¢ O c c s ca a E Ew J f E C� Cts �r w E"r z d '7 I \ r - "5 \ �, 1H E < I f II k % Jj i E a �E 7i 4^ t r 0 TYPICAL MANHOLE FRAME & COVE N.T.S FIG S -I D TD -31 145 1" (25-) bA HLEM 7±7 k/2" Q44 I tJ2" - ! ax as s,t�' (umtrn y uu [33mr, . ! 20 2 DIA 28 '3/ld' giiA,�, _ [722mm] .--- j - [i GPn.:7 a 1 ban 26" SsomH�- - FRAMES13/w 11 F (3aMEE l S � [7r9ma~n7 {1Mmm;tea I I a 3 1-yi 22 13/115' I( I 1 3/5" E6s5IT,m1 ---�-f 0 1,1/1 „ [35MM) 9, -is~ O.D. of GKT 33RCOVE [17! itCOURNELIUS ALLEY INE: NMD (PRIVATE ALLE'y1'-20`R/W)' ZONINGLI V j t1_111i iBELVEDERE OHASE lIB (CURRENTLY UNDER DEVELOPMENT) tIPHASE 1113 LOTS I(LOTS WITHIN PH�SE 1113 TO 11 Vii BE APPROVED UNPER A 0 SEPARATEPLAN) I-0 2,7 OT'LOT II0, '229. 33 I, -,.BELVEDERE BOULE�ARD ROAD Vj CQNSTRUCTION PROPOSED IIINT 5 TH UNDER BELVtEE"LPHASE_JJB_______L_ ER� qCfIONROPOS�DWI ROAD PLANS PROJECT LIMITS (TYP. .I]I_B_ROA SU1320116-00�13, (5) AR �T��E�IT SIGN PROPOSED WITH IO�D PL H SE �113 ANS 3 FIC - Fir ltI+ t..... . . . I3. +00 'a 7 )QP I(4 BELVEDERE BOUL RD PALICS REET W 73. �1.�,,EN`D-OF-BELVEDER� BLY6 PUBLIC ROAD PROPOSED WITH PHASE 1113 (UNDER,,SUB201 -21,9) 7. + + T I C ounty OfAlli rle Conservation Plait Checklist— To he placed an landscape Plans (Handbook, pp TIT -284-111-297 foi- complete l, The follon in- ilems shall be shown on the. vlan- El I n .1 11 d. type of p 1, itj�idive fell 6 [Is; Giade requiring , Proposed ri.euoh�tg or tunneling beyond the lhniu ll treei to bc h Lill b0 11 Wiked jAi it oi 6bboll a L a Ileiht ,,,i�ilde to vqL lipilicill opel d lolt,3. Conference: Tree pre.wridtioa and rroteotion sh41 be ti with the contrctor on site - 4. Equipment Operation and Staratte: 1 1 t�v y equil x rl eT I " V t I li Cut aT fra 11-1 U a.1 I d � 1,� e Lon LI MC Olil TT I ali Al S i fl C I Ildi llg St)� I I I I T w I I L; ell T li I IV i 11 11 TT I t il it) I i o 2 f I rt to be Kaved. 6, SOU Ero�ion and Stortawater Detention Deview irldi devicei sli211 ro be. siwed� 6. Fires arc not perniittedLithiii iCiC- foot ofthe dr4,Lme oftt,,cs to be,�a-md. Toxic Materials: Q Tcxic lajttuijl�, �tldll not be stoledilniii fee[ of the to be Prolleclive Fencino: Z1 TrcQ to be retaincd w-ithin dO f�ct ofa proposed builditrig orgrading activity shall be protected by fencing. ZI Fenom% 9. Tye.e Wells; Kill MltTl 1i �� Willit I e'. el 1MLA bi� T Ill I hill lite dTlllflll� 1) I- �1 I bt a I f eo we 11 MIL11 I he pi vi ied a C,)Tl'[T lieli( tu dtl ai I silbinitted for approval. 10. Tree Walls: El whell the groluld tevel inust be wit1lin the. dripline a Lee to be saved, a tre:e v -Al �hall be provided, and a construciticii derail suba-titted for approval, 11, Tienchine and Tunrielina: �V h ell trendring i, requi red illim Tild 11 Trit% Of 0109111 n& I T, S11911 be, f)ne ai foraway froin the trui k,s, ftrees as po�,ql e IlLilre ng under a laMe tive shall he cc,mudercd san alterntive hen it iq nticipate that n trenching %A,iU destroy feederroot& 12, Cleartup: Z1 L-e [lie I !L1 L i tell 13 removud d wing 13. Dama-ed Trcev 0 DarnagedIrcesshal c treated immediately V,v pli fetiffimtion or other irloth-D& recomincrided by a tree 5pccialist. NOTE:ITISTHEDEV OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TRUE CONSER17-k-U101% REQUIREMENIS. 7/09/18 CONT&kCT PURCHASER SIGNATURE (DATE) 5/1i06 page I i 1 ILOT LOT\ LOT - 'LO T - OTJ - � . \ 235� FIC.- Fir Landsm-te Notes 232 ;233,' 23 1i .4- ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION iitSTOP SIGN PROPOSED WITH OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER itIIPHASE IIB ROAD PLANS THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA itItNURSERYMEN'S ASSOGATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE E/P, EIP VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. LOTS NO PARKING SIGN (TYPICAL) 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE CT I(INOTS-WIT HIMP-H A -SE -1I B -TO--- ---Pi J E MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED, SHRUBS AND BE APPROVED UNDER-A._._+_LI_M1 (fP.) ITS TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE S E PARATE PLAN" PLANT. It4 -io'FROM PROPOSED UTILITIES. I3. STREETTREES PROVIDED 5o'O.C. AND 5' kQ LOT-- CALCULATIONS: Ik, (1b)AR ARE .. . . . ...... A - TOTAL SITIE 5.25 AC 228,690 SF LO CANOPY REQUI ED (2070: 1.05 AC 45,738 SF SF T PROPOSED PLANTING CANOPY CALCULATIONS: 1.22 AC 52,985 .23' I-253 - -7 . ..... I -PHASE it -OP ID 52 (2. i :k 0 237 LOT - Street Name Proposed Phase 1113 Street Frontage Total Street Trees Required Total Street Trees Proposed Belvedere Boulevard 1, 143' 23 24 Barnett Street 371' 8 8 Shelton Street 395' 8 8 FowlerStret 1,313' 27 27 Farrow Drive 513' 11 11 Total 3,735' 77 78 PLANT SCHEDULE SYM BOTANICAL COMMON NAME I SIZE CANOPY (so I TOTALSITE I QUANTITY I COVERAGE (so -T TREES I AR JACER RUBRUM �RED MAPLE 2 1/2" cal, 452 21 9,492 1 QP IQUERCUS PHELLOS IWILLOWOAK 2 112" cal. 419 4 1,676 EXISTING TREES Existing Tree Area 41,817 TOTAL SITE: 52,985 Planting Notes OP, SCOTT R. COLLINS2` , Lic. No. 035791112�:, �>AV't-AKII:��O',,90 IC Rf'-IG .LEARffq� r lif k tIIIP IIOT -PLANTING ST\Rj I24:1. - IPROJECT LIM ITS (TYP.) I242 It'A. LOT INS* 7S COINCIDE 66NCRETE' ZqNl�G LIM-1 -T PROJECTBOUNDARY w! ON STREETPAR-t -_Qk T INTHISA TS (TYP. REA (TYP.) PROJECT LIMIIBELVEDERE PHAStE_119 (CURRENTLY UNDER DEVELOPMENT) LOT II243, IIEETRQXD CONST,4UCTION,V%900�15D/ r UNDER ELV�IIJERE PHIME 1113 ROADJ NS ZONING LIMITS (TYF. )L AS �016-00213,- LOT'. I244 G SIGN tBLOCK io NIVID A tTMP 62A3-1 l)ii%tDRIVA ROAD CONSTRUCTION PROPOSED FARRO, DE RE PHASE 1113 ROAD PLANS tR 13,15ILVEDIt §`Vl3kl�-00213 F�ROJECT LIMITS (TY; * EXISTING PROPERTY LINE (TYP.) .30 I" 15N F.11 Z Uj 1 � DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR LU ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 0 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. U) U) 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED AV Alit, LU SHALL BE SEEDED PER SPECIFICATIONS. Z� Landscape Notes z U_ LU _j 1. CONTRACTOR TO USE: EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS 0 0 OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2: Cn Uj I-- 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION > Uj =) CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION U) Cif 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. > U_ 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION U-1 ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL Uj LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS li APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ce 0 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE, CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR uj WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANCES, IF ED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE Uj LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. 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. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN, IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. in (nN1TPArTnP Tn \/P'PIFY Al I n[IANTITIFq RFTWFFN PI AN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE �>AV't-AKII:��O',,90 IC Rf'-IG .LEARffq� r lif k tIIIP IIOT -PLANTING ST\Rj I24:1. - IPROJECT LIM ITS (TYP.) I242 It'A. LOT INS* 7S COINCIDE 66NCRETE' ZqNl�G LIM-1 -T PROJECTBOUNDARY w! ON STREETPAR-t -_Qk T INTHISA TS (TYP. REA (TYP.) PROJECT LIMIIBELVEDERE PHAStE_119 (CURRENTLY UNDER DEVELOPMENT) LOT II243, IIEETRQXD CONST,4UCTION,V%900�15D/ r UNDER ELV�IIJERE PHIME 1113 ROADJ NS ZONING LIMITS (TYF. )L AS �016-00213,- LOT'. I244 G SIGN tBLOCK io NIVID A tTMP 62A3-1 l)ii%tDRIVA ROAD CONSTRUCTION PROPOSED FARRO, DE RE PHASE 1113 ROAD PLANS tR 13,15ILVEDIt §`Vl3kl�-00213 F�ROJECT LIMITS (TY; * EXISTING PROPERTY LINE (TYP.) .30 I" 15N F.11