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HomeMy WebLinkAboutSUB202000021 Plan - Approved 2021-07-08GENERAL NOTES OWNER/DEVELOPER: STANLEY MARTIN COMPANIES LLC !! _ 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VIRGINIA 20190 GLENBROOK AT FOOTHILLS PHASE V ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05600-00-00-057B3 (DB.5358, PG.506) TOTAL AREA: 5.842 AC. ZONING: R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT WITH MANAGED STEEP SLOPES OVERLAY DISTRICT NOTE: A SIDEWALK MODIFICATION WAIVER WAS APPROVED BY THE PLANNING COMMISSION ON JUNE 16, 2020 WITH THE CONDITION THAT THE LOCATIONS OF THE SIDEWALKS FOR THE DEVELOPMENT MUST BE IN GENERAL ACCORD WITH THE SIDEWALK LOCATIONS AS SHOWN ON THE PLANS ENTITLED 'FOOTHILL CROSSING PHASE V — ROAD PLANS" (SUB2020-00021), WHICH WERE PREPARED BY COLLINS ENGINEERING AND ARE LAST DATED MARCH 30, 2020. DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 5.84 ACRES x 6 UNITS / ACRE = 35 UNITS PROPOSED DENSITY. PROPOSED LOTS = 35 35 UNITS/ 5.84 AC. = 6 DU/AC. PROPOSED USE: 35 SINGLE FAMILY ATTACHED UNITS (TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS) OPEN SPACE: TOTAL OPEN SPACE PROPOSED = 1.639 AC (28.17.) TOTAL OPEN SPACE REQUIRED (251) = 1.46 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.068 ACRES OPEN SPACE B = 0.105 ACRES OPEN SPACE C = 1.369 ACRES OPEN SPACE D = 0.072 ACRES OPEN SPACE E = 0.025 ACRES RECREATION AREA: TOTAL AREA PROVIDED = 37,950 SF (7,000 SF REQUIRED) 4,450 SF PROVIDED FOR ACTIVE RECREATIONAL TOT LOT. (MIN. TOT LOT SIZE = 2,000 SF) 33,500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE RECREA TIONAL AREA. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS WILL BE 1-1/2 TO 2 STORIES AND A MAXIMUM HT. OF 35' SETBACKS: FRONT: MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM — 25' MAXIMUM SETBACK SIDE: MINIMUM — 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM — NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 AND UPDATED IN JANUARY 2020. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. DA TUM: NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH LIGHTING: NO LIGHTING IS PROPOSED PARKING: 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT. ON —STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN. ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS. TOTAL UNITS = 35 UNITS/4 = 9 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 10 SPACES PHASING: THE PROJECT WILL BE COMPLETED IN ONE PHASE. THE EROSION & SEDIMENT CONTROL PLAN IS SEPARATED INTO TWO PHASES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE SHEET 5. WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. IMPERVIOUS AREAS: Proposed Roadway 34,600 sf Proposed Sidewalk 9,425 sf Proposed Driveways 16,225 sf Proposed Residences 58,550 sf Proposed Emergency Access 9550 NOTES: y" ' 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERA77ON MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 35 DWELLING UNITS ADT RATE — 7.32 VPD PER DU = 256 ADT (128 ENTER/128 EXIT) AM PEAK RATE — 0.46 VPH PER DU = 16 VPH (4 ENTER/12 EXIT) PM PEAK RATE — 0.56 VPH PER DU = 20 VPH (13 ENTER/7 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECT70N PERFORMED BY THE BUILDING DEPARTMENT ROAD PLAN AMENDMENT #1 (AMENDMENT TO SUB2020-00021) WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA / LOT Iz LOT12 F`` LOTz6 LOT io LOT z i A \ __�-- LOTg �I LOT 28 i AV A /c::LOT --� LOT _ LOT — --� LOTS --- m ` a .o LOT y LOT 3 LOTz LOT INDIGO ROAD VAR. WDITH PUBLIC R/W e , -- LOT I RHCREAN LDT 20 p AREA LOT 21 \ LOT29 --- LOT zz LOTz8 \ w� LOT 27 OY - LOT 23 LOT z6 LOT zy --- LOT 25 I � CLAUDIUS CROZET PARK SHEET LAYOUT SCALE: 1" = 60' OVERALL ACREAGES TOTAL ACRES OF LOTS: 2.97 AC (50.97.) TOTAL ACRES OF OPEN SPACE: 1.64 AC (28.17.) TOTAL ACRES OF ROW 1.23 AC (21.07.) ►1 I I \ LOT 3o �\ LOT 31 I / LOT32 LOT33 GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVAT70N OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. LOT 3y --k LOT 3S k Wi- ` 'LI1# 4/7I AX I SITE VICINITY MAP SCALE: 1" = 2000' LEGEND ROADS O EXISTING CULVERT O CULVERT 0 DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T zoo EXISTING CONTOUR 200PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION �LICKNNUH) FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 14 APPROVED by the Albemarle County Community Development Department Date 7/8/21 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15LLINS�Z Lic. No. 035791 ,� p ZNAT, 07/21��•0�E�Css4 EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T zoo EXISTING CONTOUR 200PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION �LICKNNUH) FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 14 APPROVED by the Albemarle County Community Development Department Date 7/8/21 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15LLINS�Z Lic. No. 035791 ,� p ZNAT, 07/21��•0�E�Css4 �LICKNNUH) FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 14 APPROVED by the Albemarle County Community Development Department Date 7/8/21 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15LLINS�Z Lic. No. 035791 ,� p ZNAT, 07/21��•0�E�Css4 TOTAL SHEETS 14 APPROVED by the Albemarle County Community Development Department Date 7/8/21 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15LLINS�Z Lic. No. 035791 ,� p ZNAT, 07/21��•0�E�Css4 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15LLINS�Z Lic. No. 035791 ,� p ZNAT, 07/21��•0�E�Css4 U, z I w � E O � }v z o i ` 0 z U) w � a z J Z d gig: z 0 ` m o a ��/N// Ln w z U)r J i V Z ti , w , 1`� o Ln z _j / Wco � f ce U) LU rjO O O rj O N N Q O O W N N O O M m to m Ln O O 0 47 I n D H z LU LU U) A7i r! z LU 0 LU a Q 0 Q w 1 U) Irl (f) O = U /M V z I --I U) 0 U H� 0 0 w LUp w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 LEGEND: o OTMP: 05600-00-Q-057DO T OWNER:--GLENBROOK;.LLC MANAGED STEEP SLOPES ACREAGE: 9.72-AC SCOTTrLi RFLLI�N-67�3/ o9✓1ZONING: R-6 RESIDENTIAL EXISTING TREELINE D.B./PG.. 5039/66 USE: RESIDENTIAL --- -_ ---------- 100'STREAMBUFFER . 0357 /17/20 / sus % = - / / / \ems N III - - - _ _ __ - / / / / / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY cis IOIVAL FOOTHILL CROSSING GREENWAY AREA _ _ _ _ _ _ / \ I — _ — — EX. ACSA SANITARY SEWER IN 20' ACSA SANITARY ESMT_ \ - -- - - - - , / / / — h GLENBROOK GREENWAY AREA V) — D.B. 1997, PG. 235 v A V / / / / iif i EXISTING LOT LINE I — — — — — — — —— — — — — — i I —\ 100' STREAM BUFFER \ \6 / — / / — r S /--+ �—---/EXMHPSVOS-17 N. _ \ \ TMP: 056A2-04-00-000AO /L O — \ OWNER: PARKSIDE VILLAGE HOMEOWNERS -- ��—L= ASSOCIATION, INC ACREAGE: 5.69 AC / - - / - -/ �'��� A A\ / / / � a �'/ y� Ln i \ ` ` ZONING: R-6 RESIDENTIAL / s`/ `�\s \ \ \ \ \ / / / / i /' r' i \ \ \ \ \ \ D.B./PG.: 326 REST / /� - \ X MH PSV OS-16 \ / �o USES OPEN SPACE FOR THE PARKSIDE - - / ------- VILLAGE z m \I / NEIGHBORHOOD / / __ _ \ \ \ N89° 51L1 T W 108.79' / , g _ / / O \ \ \ \ \ \ \ \ `\ \ Noe^ ems° sss' I / — - \ \ \ \ / - - - / / / / / // / < c � PAirI J�SIOENTLALL oxoon�nLBERTV v \ \ \ � � I y I — � v vv v �\V�\ \� / -• =`�_ T �`� / / / / // / � /�/ // // // ' � �, - (%� z a o \ \ \ \ y 0.1820 d\ \ \ \ \ \ \ \ \\ \ ` / I — — — EXISTING TREE AREA \ \ \ \ \ \ Y \ '. r l / / I 11 l / l \ ¢ \ \ I NING\ \ \ , B. 496 INCLUDES AM IXTURE s� \ \ 1 y \ \ i \\ ` • •�, OF EVERGREEN AND 6 ° " — — uj DECIDOUS TREES \ I M vos6A2-oa-o - V -- \ _� \ v - -� URRAYENI , \ 0 1760 AC S \ - ' s _ \ \ — 1 _ — — �.. — '� \ 7T I 1 J \ \ " \ \ \ .-" •l l / l l I / l l \I z A V A \ zo vnvG: R-6 sID TIAL 1 m - ! v - - V v \ - \ \ V v f ,^'� // / / I l l l l O o \------� \ \ \ J \ \ 11 \ \ \\ \ \ . / / I l in w V vA A \ \ \ \ .�` // / / l l l L U) O � \ — - \ \ I 056A2-04-00-00600 ! \ _ - / _ - - - - - \- \ 0401-- -- I vBEcx Jus ARLEsv . \ -' / �� V A / 1 V V A V A V �v % h`i1 I l \ l A m / DEA W CHOTT & \ \ y I �SARAH ! / I I \ \ \ `- / \ \ \ - ` - " y `'6{ l I I / I I l \ l — w i I 60 SAND E HAUSMAN I 0.215UAC I ' — \ I I \ \ • ., ✓ "r . I l\ — — — — — — z \ \ 0.1851 RES . \ I I ZONING: 6�RESIDEN \ ! \ / - _� / r ^ \ \ 1 I I \ \ \ \ `r rI �' \ to ZONIN . R-6 SIDENTIAL I _ _ D.B. 3640 82 — \ \ / �-- — / \ / /) \ . .\ -it '. I \ w / D.B. PG. 1'/a ` y I - _ \ a P.B. - - - _ I 1 o56A2-04-00-00700 - - \ \ /os oo- 500 - / / / - - - - - \ \ \ 1 @\ r \\ \ \ \ \ �\ \ "\ \\ ♦ \ . / I 0561A2-04-00-01500 , \\ / C PARTNERS RLL / \ I ROTHM NJAMIN A !� s s / /—KIRBY, PHII. M/ / / \ \ \ / 1 ; \ \ \ EX. 20' EMERGENCY ACCESS ROAD RES � m I OR C �. -<— OR JENNIFER � / / _� A ) A A� \ � VI \ ZO G R-� RESIDENTIAL I II 0. 80 AC&I ES i / 0.2390 ABC ES / \ \ \ \ EXISTING CREEK \ \ \ \ \ I EASEMENT / l .� .� \ ZDBI 510 PG�85 I I i Z NING: R-6 RE5 NTIAL— \ ZONING: R-6 ID$bIT1AL / \ \ \ \— \ \ I DB 5420 PG 586 / CD CD D.B. 2229 PG. 29 M M N o USE: RESIDE o 0 0 6Aaoa- 0-01400 ,RGBERr E JR 1 o56A2-04-00-00800 OR xAREN A V - /o.2z70 ACRE I �I ORS s oN c FRANKL N G os6Az-oa-oo-ooaoo / - - -87o ZONING: R- RES ENTIAL I �+ I 0.1 740 A — — — — '1 I CL-LAf2D / A V A A V A A A D.B. 2838 P 641 \ I ZONING: R-6 RESIDENT _ � � I R O 199 RCS -- D.B. 295 PG. 115 I. \\ \ \ \ \ \ \ \ \ \ \\ \ \ — — \ \ \ / l / I I .� i I— / ZONING: R-6 RES IAL \ \ \ \ \ \\ \\ \ \ \ ` \ \ \ ' "\— / ' o5AA2-as-oo-0 00 - - I -- I - -- A v A V v v V A V \ \ v v v - O� V I / D.B.392a PG.xif v AAV \ A \ V A V A _ i 9 , scoT� D I os6nz oa-oo-o0900 -- � I r / �, V A V � EXISTING TREE AREAS U. 980 CR F \ I \GOADHOUSE, STEPHEN ' / I_ 'RESIDENT / / INCLUDES A MIXTURE ` \ OF EVERGREEN AND \ \ \ \ \ " \ \ \ \ \ \ \ \ ~ / I oRURSULA -- / EXISTING \ \ \ \ \ TMP: 05600-00-00-057Bl- ' /ZON G: R-6 RESIDENTIAL i 0.1760 ACRE — I �� '- i— ` A\ DECIDOUS TREES V A V A V A \ V A A V A \ M I - W MANAGED \ \ \ \ \\ \ \ \ QWNER: GLLNB&OOK; LLC D.B. 4 11 P& / '� I ZONING: R- RESIDENTIAL , I 6A2 04 00,003i10 ' �-�_ _ A V A A \ M D B. 3551 P . 086 I JONES MARyTI� SLOPES \ \ \ \ \ \ \ \ \\ \ `` \ \ EX. 20' SANITARY \ \ \ \ \ AC EAGE: 99 32 AC \ � 1 / - 056 - - "ARA BE H / / � '� � A A A \ V A \ V A \ V A A \ \ V � \ " 7 SEWER EASEMENT \ \ A A \ \ �\ _ N - - o.2lzoncRE r / \ \ \ \ \ \ \ \ \ \ \ \ \ DB 1997 PG 235 \\ ZONING: R-6 RESIDENTIAL \ / / o56A2 oa 00 01000 - - zoNING: R RESIDENT L/ A \ V A V ` \ \ V A v v \ \ v D.B./PG._ 5039/75 pp - W I \ \ \ \ \ \ \ �\ \ \ \ USE: -SIN LE FAMILY RESID IAL 1 \ GR , EMIL / p OWANHILL,.JO T�IAN Z I I D.B. 4369-P 9 / — __ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CZ ` I M 0 R AND Q I = \ \ \ \ \ \ 0 ACCRREESHF /y 1750 s .i �v31 I ��� SIDE o_N/ -6 RESIDENTIAL DETILZO R-6 RES NTIAL JvZ a II i / \ I A \V\\ `V\\ \ \ ` v / ' ' 04 \\ N D.B3 PG. 177 B4479 396 in CD 05KA2 04 00-00200 EX. STORM DRAINAGE BENCHMARK: - EASEMENT >:0) y� / •: , % I I I OR PAMELAA,� \ r \ 1 \ \ \ \ \ \ \ \ DB 5389 PG 75 �\ SEX MH PARKSIDEVIL-1-14 1 / / / / , i \ / x o56A2-o-o o I, I 0.1zoACRES \ \ \ \ \ \ \ \ \ \\ ` \ \\ \ RIM-640' / / / / / N S CKLAND, J ES KELLY '+ r Z�NING: R A SIDE JAL I 1 \ \ \ \ \ -y� \ / / j\ •\ A / OR CARRJE T 31 I I DIB. 2275 PGI 6 A I / / V A A V A \ f�T �\ " \ I INV OUT36 3.4' I \ 310 ACRES I ' / \ \ \ \ \ \ \ / NING; R-6 REST ENTIAL I I _ _RESID IAL I / / / / 1 A \ V A� \ V A V AV A \ A / �V / / / / / ) �` I ,'� D SOPG. 21a `� jJ o56Az- A I . I W /05600-00-00-057B3 ioo's----- / 6a-oo-o looI OWNERSTAyLEY MARTIN COMPANIES J " TMP: 056A2-04-00-000A4 ,\ JUSTIN F & ERINE PICKRAL LLC 0.2710 ACRES OWNER: CLAUDIUS CROZETPARK, INC ZONING: R-6RESIDENTIAL ACREA E:5.�/4AC \ I / \ � k \X \ \ \\ \ ( \ ` ZON D.B. 4814 PG.TIAL A \/ I IV I \ \ rl LuACREAGE: 0.41 AC %iG S,II20SANITARY SEWER ZONING: R-6 --D. G.: 5 58/506' EASEMENT D.B./PG. 3357/512 D.B. 1997, PG. 235 \ V A EX. CSA RY SEWER EASEMENT A V A \ \ \ \ \ A \ \ V A I \ — — — / I I 1 I V I f� D8 5389 PG 86 A " \ V 1 EXISTINGvLOT LINE A \ 1 Tf�IR 056A2-01-00-07200 Q - - - - _ OWNER: CLAUDIUS CROZET PARK, INC II _ ACREAGli�. 10.73AC �-- -- � � U1. ZONING: RURAL EXISTINGI2"-gLWAPERLINE EXISTINGTREELIN D.B./PG.: 1636/408 V A V\\ V A A V \ q, Lu 'Cp EASEMENT RESE VA "V — 1 A " \ \ \ V AA V A \ FOR FUTURE EXTENSION / A V 1V A A \ V A\ \\ \\ y\ \ \ \ \ ` \ \ \ \ ,� \ U) D 10 A PG. 456 ass \ \ \ \ \ \ \ / ul � \\ \V 1\ 1\Av vvvv Lu AREA RESERVED FOR V Asss�A V A V A Cl) Lu PUBLIC DEDICATION UPON DEMAND BY THE COUNTY \\ . ( \ \ \ \ \ \ \ \ \ \ I °° D.B. 1974, PG. 456 \ A\.'.'. \V� \V ` A \ vv U) m \ > V \ \ TMP:v 05600,10 05782 - - / / \ \ \OWNER: � E BN ROOK, LLC w \ ,•. A EXISTING CREEK �• . • • ,1• . • , • y • V V A� NAG7F�: 8.5�O.�E ENTIAC ' — - �� \ 1 I 1 \ \ .`.` \ \ ZONING: R6 SP \ ACREAGE: 1L67ACSCROZETPARK,INC \\ I 1 \ \ D.B./PC�.: 5039/75 TMP: o56A2-01-00-072A0 / \ �J \ \ \ \ y ,�� .\•LL-W-LL•C• USE: \ SINGL€FAMI� RESIDENTIAL\ \ / \\ A... ZONING: RURAL I - V v v v CD / v v. �`.�.. a .`.'. \ v CDNOTES: D.B./PG.: 1536/408 r-'"'•i-'-".'. �` ;\'- -'-',' \ THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 1. \ I , - -\ ` \ \ \ USE: PUBLIC PARK ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. `\ \ \ \ \ N 2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, J n' \ / \- • • • • • • � \ - � • • \ \ � \ \ -) \ \ GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF \ _moo .,. \ j \ - • \• - J - - • \,� \ \ • ;�' • \ \ \ \ \ U 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY / N52' 02' 18"W 301.65 LLL 4J°�9',54* ELL 2.06'- ROUDABUSH, GALE &ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD \- -LL\ -�• ` -�- \\ i " i \ \ \ \ \ VERIFIED IN DECEMBER OF 2018. 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. l F GT ,\ P14C �SaGALE \ 4. A 100' WPO STREAM BUFFER IS SHOWN. ` ' ` ` ' `. `. `. `. `L \ `.. `. `. `. `.' ` \ \ \ Pcarpa 600-00-00-05500 \.`.'I.`.`.`.`. J� \ \.`.`.` `.\'.`.`.` so \\ o so `moo o0 OWNER: CO TY OF ALBEMAPI I; Cl/CJ FINAN ADMINISTRA-N N RM 14 ACREAGE: 2.19 AC 1 \ - ZONING: R-4 RESIDEN L INFEET D.B./PG.: 23971431 ) - - � 1 inch - 50 ft. v � .\. � - -� \ � W z Lu 0 Lu Q z U Q z 0 Q . DC 0 U 1 > z_ Lu I--- X � w z_ V / 0 LL J 0 0 H Lu w w 0- Ln JOB NO. 112066 SCALE 1"=50' SHEET NO. 2 3/1G" STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2' DIA_ GALVANIZED STEEL POST. PAINTED WITH 2 GOAT5 OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/8' DIA. HOLE FOR LOCK FINISH SURFACE / VAR. WIDTH SWM FOREST \ \ EXISTING POND APPROVED UNDER WP0201700020 / & OPEN SPACE EASEMENT \ / 9 / DB., PG. NOTE: THE PA551�\E RECREATION AREA (3 S \ SEE RECREATION SF) IS THE AREA LOL�TED WITHIN THE ST E DESIGN, SHEET BUFFER AND OUTSID�OF THE PROPOSED LOTS\ \ \ L1.o AND EMERGENCY ACCESS ROAD C2 Nae s \ O / EXISTING STREAM �LOCK / S3 \ CN.I.G.O PASSIVE o RECREATION., \ 2jF NOTE: THE PRIMITIVE PATHWAY SHALL TIE-IN TO EMERGENCY ACCESS DESIGN ° 434 THE PAVED EMERGENCY ACCESS ROAD / \ \ \ \ ` WEIGHT BEARING CAPACITY soo SF / . \ ?A• PEDESTRIAN &BICYCLE PAT AY FOR AN ACCESS EX. 20 EMERGENCY \.l° \ " KVHV CHJCIVI CIV I \ \ X DB. PG. ` NOTE: DRILL A 13/16' DIA. HOLE THRU ACCESS ROAD EASEMENT BOTH THE POST AND SLEEVE FOR I / LOT 15 \` zo'EMERGENCYACCESS ROAD D8 5420 PG 586 PIN PLACEMENT. I a AND BICYCLE & PEDESTRIAN \ \ \ \ PATH EASEMENT ACCESS ROAD TO BE EXTENDED NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O I 1*ti z5' MAX SETBACK '; TO CURRENT TERMINATION POINT OF BOLLARDS ALONG THE EMERGENCY ACCESS ROAD I / / SEE DETAIL, SHEETg ♦ PARK RIDGE DRIVE WITHIN GLENBROOK I I �/ � �� LOT 1l+ \ ` \ D6.54zo' PG.586 � PHASE I UNTIL THE ROADWAY INFRASTRUCTUR O PARKING SIGN I ` 6' LANDSCAPING & 20'EMERGENCY ACCESS ROAD FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. I \ ` AINTENANCE EASEMENT AND BICYCLE & PEDESTRIAN S SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS J \ I LOT 13 \ DB. .PG. PROPOSED PATH EASEMENT \ ON THE EMERGENCY ACCESS ROAD _�'BENCH SEE DETAIL, SHEET sUNROo \ _ - DB.54zo, PG.586 ' OR N 0 / FRONT SETBACK 3 PROPOSED PRIMITIVE \ N DE x NOTE: PRIMITIVE TRAILWAY TO CONNECT cH N 1 � Arlo N �, \o$, 5J TRAILWAY (TYP.) S' \ TO ASPHALT PATHWAY AND CONCRETE �4� P to z8' / „w ��- � y REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH SIDEWALK COMPLETING A WALKING 28' ' J \ o WITH KNOX BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE \ VILLA UNIT LOOP THROUGH THE DEVELOPMENT ` FIRE RESCUE TO BE INSTALLED TO RECREATION AREA. VILLA UNIT m TYPE B / / / ti PREVENT VEHICULAR ACCESS BUT STILL SEE DETAIL, SHEET AS SHOWN. M TYPE A m J I \a \ ti \ ALLOW ACCESS FOR EMERGENCY VEHICLES \ 9 S\ EX. 20' SANITARY NOTES: STREAM BUFFER(5) SHOWN HEREON SHALL BE SEWER EASEMENT TYPICAL BLDG —SEE DETAIL THIS SHEET MANAGED IN ACCORDANCE WITH THE ALBEMARLE m TYPICAL BLDG PROPOSED DRIVEWAY ASPHALT OPEN DB 1997 PG 235 AREA \ COUNTY WATER PROTECTION ORDINANCE. AREA \ \ VAR. WIDTH PUBLIC 30 3,570 SF ° 1, o SF o + CG-6 CURB \ PAVEMENT SEE SHEET z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF 57 8' ACCESS EASEMENT 'I 9 SPACE C /' SWM FACILITY MAINTENANCE, \ THE DEMARCATED AREA FOR THE CONCRETE DB. PG. w LOT 12 CONCRETE PROPOSED R/W \FO'R PAVEMENT DETAIL (� 369AC) / DRAINAGE & ACCESS EASEMENT EX. STORM BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT o CG-gD (TYP) \10 DB. PG. S' DRAINAGE EASEMENT GARAGE 7 5 - 105' N \ FALLS WITHIN THE REAR YARD SETBACK, IT MAY N z I / DB 5389 PG 75 ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND 6 GARAGE zo'xzo' I_ p �\ 8'GRAVEL PATHWAY AND zo'xzo' 7 �5 zo. EO I NO PARKING SIGN 48 I ` COVERED PORCHES MAY EXTEND y' INTO THE REAR LOT 11 ry io' ACESS EASEMENT FOR '1 �� ACCESS TO THE SWIM FACILITY \ TMP: 05600-00-oo-0S7Bz YARD SETBACK. zo. `� B' LOT 1G / AND PROPOSED RECREATION AREA. S OWNER: GLENBROOK, LLC ` 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT N SEE DETAIL, SHEETg ACREAGE: 8.5o AC REQUIRE A SEPARATE BUILDING PERMIT. WALLS 105' NO PARKING SIGN N / ZONING: R-6 RESIDENTIAL EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED 1 p 18 WIDE I 1.. / '� D.B./PG.: 5039/75 ENGINEER DESIGN. w DRIVEWAY za' REAR YARD LOT 10 I ° Q� ° / s� \ USE: SINGLE FAMILY RESIDENTIAL ` y. ALL WATERLINES, SEWER LINES, AND FIRE LINES R MINIMUM SETBACK (TYP.) x ` \ ` FROM THE MAIN TO THE STRUCTURE MUST HAVE A �� LOT 17 \ // o / S VISUAL INSPECTION PERFORMED BY THE BUILDING z D Q 105: y� x / ti / \ DEPARTMENT. P/L ' TYPICAL UNIT LAYOUT W/ DRIVEWAY - �- o (N.T.S.) I LOT Ro \ RDPOSED SIDEWALK / ti 61 \ o PROP0 ES D BLACK VINYL S RIW'RI PROPOSED 6' io8 ' ' LOT 1g / PROPOSED CONCRETE'. N / HAIN-LINK FENCE / / TIE -INTO EXISTING _ �. I I 056A2-04-00-00400 I -4 SANITARY SEWER MANHOLE PLANTING STRIP \ / MIN. HEIGHT - z / \ \ MOORE, RI - e - _PROPOSED CENTRAL / PATIO (TYP.) A X_- �N 2 Q I r I MAIL KIOSK / ` VAR. WI PUBLIC \ \ 8'ASPHALTPATHWAYAND NTH MAINTENANCE, 0. 1 I 0.1990 ACRES I _ y0 gNG>_PARA I / ` \ DRAINAGE &ACCESS EE�SEMENT \ \ \ / lo' ACESS EASEMENT FOR a I ACCESS TO THE S ZONING: R-6 RESIDENT - -o - ' I I D.B. 3924 PG. 271 I III 0 ENI . _ - PROPOSED RECREATION AREA. DB.� PG. LOT $ 3o I SPACE D _ 18' SEE SHEET g FOR PAVEMENT DETAIL / / \ \ \ `` EXISTING OF I \ STREAM BUFFER I USE: RESIDENTIAL - �__ FIC-FIC .072 AC)-9 � � � / i� PROPOSED RECREATION AREA, � I - 8' PROPOSED BLACK VINYL /</ �\ SEE DETAILS, SHEET L1.o \ \ (TY - x II q CHAIN -LINK FENCE \ \\ AREA 4,45o SF / (9 \ NO PARKING SIGNI Q MIN. HEIGHT=42" \\ \\ VARIABLE WIDTH PRIVATE \ I ( LOT 19 I ♦� \\ \� RETAINING WALL EX. 20' ACSA \ \ \ LOT 7 I L \ MAINTENANCE EASEMENT S ` SANITARY SEWER 056A2-04-00-00300 YI 105 N 24 I 102 I \\ _ S \ I pD I DB. PG. �9° EASEMENT � \ I JONE MIN TIN v h 10 \ o. � � � DB 5389 PG 86 ¢ PROPOSED STREET I FIC-FIC RCREA� ION �8 �� VAR. WIDTH ACCESS S \ 3 I OR 0 ACRES r TREES (TYP.) I N- LOT 20 C \ \ PROPOSED RETAINING WALL 0.21 OACRES w I REA \\ EASEMENT I1 ZO G: R-6 RESIDEN IAL VARIABLE WIDTH PRIVATE LY LOT V x o II I \\\ SEE DESIGN, SHEET 5' 3A� \ DB. PG. \ \ \ RETAINING WALL N / _ NOTE: ALL BUILDABLE AREAS 1 I D.B. 369 PG. 199 N �' � 8' ACCESS EASEMENT s I MAINTENANCE EASEMENT w \ \ I I l05` I x ° N I 1O2 / DB. PG. SHALL BE LOCATED OUTSIDE OF I U E: RESIDENTIAL DB., PG. a ° I NO PARKING SIGN �w_ / \ \ I THE EXISTING STREAM BUFFER \ r - - LOT ') 55 LOT 21 I 2$ \ \ 5 I RIVI RIW I \ lo' BUILDING I \ \ SEPARATION o ` \ W j I ° - - — I 98' � � 8, .. ��5' FRONT YARD I 6 •(0P' p Q I G SEPJON_ (YP i I x 1 SETBACK (TYP.) w PRS� / LOT 29 I PROPOSED PRIMITIVE \ S J 10 BUILDIN I /P J RE /� LOT 30 LOT 33. I O1 STRAILWAY EE DETAIL( SHEET \ r 3 056A2-o - _ — — LOT 22 ti% LOT 2$ \ ALBA E w V / ORPAMELAB DRIVEWAYASPHALT PAVEMENT I w j \ I 7 1 .2120 ACRES SEE SHEET g FOR PAVEMENT DETAIL LOT [t I o cfl RATION \ LOT 27 \ OPEN \ \ Z I I ONING: R-6 RESIDENTLAL Id a P 10' BUILD)=95� \ — I SPACE B VAR. WIDTH ACCESS I N B. 2275 PG. 096 L 105' m N ~p [� \ \ �N / \ I (0.105 AC) _ CBMENT PG. �J I U E: RESIDENTIAL I _ x 1° I - II � zi. � I LOT 23 \ \ LOT 2G � � _ _ � PROPOSED 5' SIDEWALK Rz' �_-� LOT 3 U z5 o' BUILDING SEPARATION ` No \ I x °o pll \ S FRONT SETBACK I 056A2-04-00-00100 N I soy' + I J N O I JUSTIN E E PICKRAL I 49 \ VARIABLE WIDTH PRIVATE noacREs pIW-RIW w LOT 2Lf \ LOT 32 \ J ZONING: R-6 RESID L d LOT 2 / / o °'� \ \ <P RETAINING WALL a D.B. 4814 PG. 250 I I I / CONCRETE \ �� lzi I\ MAINTENANCE EASEMENT IUSE: RESIDENTIAL VARIABLE WIDTH PRIVATE zo 16 \ 6' LANDSCAPING & CG-gD (TYP) ti3k4 `a 9 DB.. PG. \ RETAINING WALL I 103 EIF EIP / N� 1 LOT 1 `� I � I NO PARKING SIGN ___ \ MAINTENANCE EASEMENT / o \ 33 PROPOSED RETAINING WALL 'MAINTENANCE EASEMENT I w\ gB._PG: SEE SHEET 5 FOR WALL ELEVATIONS 28o' SIGHT DISTANCE DB.. PG' LOT 1 I v I II LOT 25 NO PARKING SIG k00 x 116' STREETSIGN TYP.) J SEE SHEET 6 FOR SIGHT NO PARKING SIG STOP SIGN (TYP.) o PROPOSED PROPOSED 1� / : 4 DISTANCE INFORMATION A EXISTING R/W O PARKING SIGN r I �I- RIGHT-OF-WAY-- _ _ 4 CG-6 CURB SIGHT DISTANCE=z8o' _ _- PARKING - - - x tih / So' LOT 34 / \ _ PROPOSED 86'- CG-12 (TYP.) SIGHTDISTANCE=z1 12i OPEN 5 _ _ XISTING LOT LINE TO BEGINNING OF �__-- SPACE A PROPOSED 6+00 z 'R CUL-DE-SAC STATE ROUTE 1233 E z8o 1 +oo CG-12 (TYP.) 1 , 5 11+00 INDIGO ROAD ; NO PARKING SIG lz+oo a -3 -4 __ SIGHT DISTAN - 1 +oo _� w v 5 PROPOSED CG-6 (TYP.\ 3 LOT 35 EO o LL� _ INDIGO ROAD ° W 1 +oo _ 4 PUBLIC R/W a m — N° Li — — µ, w w w w w w � w LL PROPOSED SPEED � VHK. WDITFi PUBLIC R�W o W li LIMIT SIGN 8' ( ° Ago 1g 31d FROM C/L INTERSECTION TO INDIGO ROAD N70° 42' T1 V( -0 6b' AX SETBACK - - - - - - - - NO PARKING SIGN z5' M OPEN DRIVEWAY ASPHALT PAVEMENT j SPACE E SEE SHEET 9 FOR PAVEMENT DETAIL & CRANBERRY LANE NO PARKING SIG GRAPHIC SCALE (0.025 AC) 6g TMP. o56Az-01-oo-o7zAo 30 0 +5 30 60 120 6' LANDSCAPING &DISTAN3G 20'WATERLINE EASEMENT AINTENANCE EASEMENT 1aV� EXISTING RESERVED FOR FUTURE OWNER: CLAUDIUS CROZET PARK, INC PROPOSED 5' ASPHALT DB PG.Able INTERSECTION p2 / INTERS C TO NEAREST ASPHALT EX. AREA RESERVED FOR PUBLIC ACREAGE: i1.67 AC CLAUDIUS ATHWAY TO CONNECT TO/ &HILLECTIONEIT)=465D DEVELOPMENT CROZET EXISTING PEDESTIAN WALKWAY / PEDESTIAN DEDICATION UPON DEMAND DB 1974, PG y56 ZONING: RURAL ( IN FEET ) &HILLTOP STREET)=y65' WALKWAY BYTHECOUNTY D.B./PG.: 1536/yo8 DB.1974, PG.456 USE: PUBLIC PARK 1 inch = 30 ft. PARK \ Lic. No. 035791,E 05/07/21 w4 o1SIONAL E)�Gl Z O Q L O U wW m � Ln J ` z o E Z > > k O O O O N N Q O O 00 L 1 N O M tom° .--i Cl Cl L J U C � N j` o (� Lu 1 3 (V o M n CN Lu L o W NJ W Q z E > Q s j h Lu J J o > Q o 0 '^ C Lu Q o o O < 3 J J . U Q > LLJ o _ � a U W w �/� ` L vI 0 Y Q o E Vi 0 /� C ul V I- W Z Lu Lu Lz^ Z F1 � / z w N Z U) O o J w u o J (If J QI� J > (D H� J C) C\j N - p O11 LL E U O W F_ � W w = o 305 NO.Lr) m 112066 C SCALE � 30' 0 n SHEET NO. � 3 Lic. No. 035791 05/07/21 w4 o1SIONAL E�Gl VI Zz Q � ` O U U w m � (n J ` u Z o E ZLu k z o J Z i O f L Q z F g z d - z g a a o L C] 02 L Q L Ir z : LL m D L ' J F L z - m Q z O w En m V = a � Ld O w 6 o h C O U O Q O CD Cl)Cn ti O CD M O .--� O M •--� '� N O '� O O E - O C J d X FAR SIDEVIL-1-14 , ■ , T� II I — LOT 9 x 1 PROPOSED FIRE \ ` OT 18 / / `\ \ \ \ N j s TIE-IN TO EXISTING '` O'7 I HYDRANT ASSEMBLY \ \ / / SANITARY SEWER MANHOLE II 1 1 6"x6"TEE \� / \ \ REPLACE EXISTING LID WITH ` EXISTING ioo' 0 1 1 �� �� `\ / / \ \ WATERTIGHT FRAME AND COVER STREAM BUFFER Z 3 � 1-6" G.V. � \ \ � / / t 1 I I 05L24 0-0 1 \ i ` Lu 3 MICHA T� A A i // A s \ N n O\ \ \/ I I 0.ES LOT g 1 SPACE D �� �� \ \ \ MHa 3 Z-6 RE TIAL .072 I DG. 271 / \\ \ UDENTIAL _ - PROPOSED WATER x I �\ \\ \ =t ' I I. SERVICE (TYP.) 1 II I \ �� PROPOSED \ \ / / ACSA \ s \ rn r — o LOT 1 _ \ \ \ / / SANITARY SEWER LOT 7 x, r I 9 I I o \\ \\\ SWM FACILITY \ \ \ N Q I II I I I O \\ \\\ 2g S\ \ DB 5389 EASEMENT 86 \ \ ` W Q z I I I zo' ACSA SANITARY I ter; \ �'• \ — 056A2-0-00-00300 SEWER EASEMENT I I RECREATION �\ .�� 'off\ s \ ` > Q o 3 I JONES, NJAMIN MARTIN DEB. I LOT 20 o CARLA \ \\ ��� ,, I 1 ORSA BETH o I A _V O 0 ZON2 ac s LOT 6 N MH6 \ I / _ \ \ ZONING: SIDENTIAL I I I D.B. 4369 PG. 19 \ \ / NOTE: ALL BUILDABLE AREAS '� C za' ACSA SANITARY \ \ \ � _ USE: RE IAL I _ LOT 21 SEWER EASEMENT \ SHALL BE LOCATED OUTSIDE OF o 3 I 1 ILLu LOT 5. II I I I / X \ \ B. rC PG. I \ \\ THE EXISTING STREAM BUFFER \ \ \ ` O LOT 29 \ \ s Q I 1 _ 1 I io' ACSA SANITARY\ \ LOT 30 LOT 1 \ \ -00-00 00 I LOT 22 SEWER EASEMENT 3 I \ \ \\ Y U BEASLEY, ALB t— �I I DB.JPG. \ \ io' ACSA SEWER 4 CD I 11 I ORPAMELAB LOT (F I m ACCESS EASEMENT I \ y U W — m a i 0.2120ACRES F- 7 I \ \ -DB. PG. OPEN \ \ \ s ZONING: R-6 RESI ENTIAL PROPOSED SANITARY (� �0 2 \ _ I/ SPACE B � I �a N D.B. 2275 PG. 096 I LATERAL(TYP.) N O \ LOT 2 0.10 AC) \\ 7 V 3 I e I USE: RESIDENT L _ _ I � I � LOT 2G � � ( 5 — A LOT 23 I I I I_ III LOT 3 I X U Q PROPOSED 6" DIP\I I�1 WATERLINE I �� ROPOSED 611-45° BEND I I J os6Az-oa-oo-o010o I LOT 2 MH � � I �� LOT 24 LOT 32 JUSTIN F & KATHERINE ICKRAL 5 _ I 0.2710ACRES I a II 1 ZONING: R-6 RESIDENT I I PROPOSED FIRE x \\ 1 LOT 33 ll D.B. 4814 PG. 250 \ 3 11+0o INDIGO ROAD 3 _ 4o PUwBLIC R/W w— w HYDRANTASSEMBLY USE: RESIDENTIAL I I LOT 1 8"x6"TEErPOSEDTYPEA LOT 25 00 \ 8"x6" REDUCER \ ! 1�x 1-6" G.V. " \ PRO ✓� BLOW -OFF & VALVE X PROPOSE ' xSill DISTANCE=z8 ' ' -__ ___ — OPEN n x x PROPOSED 6 DIP = = SPACE A =DIPWATERLINE x x ' WAT-ERLI,NE 2+00 - 1 +oo L I (0.068 AC) �SIGHTDISTANCE=z8o' INDIGO ROA 15+00 W LOT 35 _ 0_ / w w N,13+oo W�WDIWTH PUBL C R/W o w w w w PROPOSED FIRE _ - HYDRANTASSEMBLY P .. RAIL zo' ACSA UTILITY gNF" TEE EASEMENTJ SPACE E 8'x6 REDUCER PROPOSED8" DB. PG. 1-6"G.V. GRAPHIC SCALE TMP: o56Az-ol-oo-o7zAo � (0.025 AC) 65 REMOVE 1z" PLUG DIP WATERLINE 3� PROPOSED 8"x8"TEE OWNER: CLAUDIUS CROZET PARK INC aI o s ao so zo ll ROPOSED ARV o �Z 1a TIE-IN PROP. 8" D.I. WATERLINE AND (z) 8" G.V. ACREAGE: 11.67 AC INTO EXISTING 12" D.I. WATERLINE AT INTERSECTION ZONING: RURAL C LAU D I U N52 WITH NEW 1z"X8"REDUCER 1596/408 CROZET ( IN FEET )/ FENCE USE: CPARK GOAL PARK 1 inch = 30 ft. (f Lu Ln \ � Z yy w ~ y � O 1o'ACSASANITARY yy' y yy yyy' y y yy Yyyy yy J SEWER EASEMENT y w U DB..PG. LL Q J H� O O - N O y�y'yy yy"y 220gy O y y yy y y y y y y y y y y a Ln �y ]OB NO. 112066 y y y v y y v y SCALE 1= 30' SHEET NO. 4 PROPOSED PASSIVE NATURAL A V RECREATION AREA - NO CLEARING EXISTING POND APPROVED UNDER \ \ MATCH LINE -SEE THIS SHEET /�p�TH OFF \ \ WP0201700020 5 \ ORGRADINGISNECESSARYTO \ S \ \`�y- N / / CREATE THE PASSIVE RECREATION AREA\ \ \ \ \ \ yf� I \ \ \SCOTT R. LLINSZ r\ i Lic. No. 035791,a % \ NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS 05/07/21 VAR. WIDTH SWM FOREST & \ S \ \� W W y \ \ \ \ \ - �0 \ / OPEN SPACE EASEMENT \ \ _ I \ PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT �Ssroxal DB. PG.Wy l \ WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN w A APPROVED, BONDED, AND CONSTRUCTED. BASED ON CURRENT CONDITIONS THE EMERGENCY ACCESS ROAD w / \ SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE z PROPOSED - / / �/ �� II \ �� GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS i PRIMITIVE / / `� \ VA \ PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY � w w o I TRAILWAY�/ / / % - \ \ \ \ \ OF THE OTHER ROAD PLANS, THEN THE BOLLARDS SHALL o 0 0 0 BE RELOCATED TO THE TER THE ROAD TERMINATION PLATNOS ARE APPROVED AND � j o EX. 20' EMERGENCY - I CONSTRUCTED. ou O BONDED ANDTHE ROADWAY IS CONSTRU z o .. z 0 � Q ACCDBS54�ODPG586ENT w W LOT 15 \ _�� \ \ ` \ \ \ \ \ �i EMOVABLE BOLLARDS COMP A ISLE Q Q W O N / FFE 66 J \ \ \ \ Fr IRy� WITH KNOX BOX LOCKING SYSTEM FOR Q p X LL FIRE RESCUE BE INSTALLED Ln PREVENT VEHICULAR ACCESS BUT STILL __ I O Q Z Z 11 / 1 ALLOW ACCESS FOR EMERGENCY VEHICLES - - r g Z d , �1 T }^( O d / I //� LOT 1Lf \ / / / - \ \ ` \ \ \ \ 1 -V / / y� �E DETAIL, THIS SHEETS/ _-- \ `�- Q Z d Z_ FFE=66 Ln I / / SMT=.654.y6 66 - \ \ \ \ \ ` \ \ / ,.. _ , -�-. can O a O V1 y no \ z Gt ¢ .c 1 J K /11 LOT 1 �,,� \ � \ s \ \ \ V� \ \ / � / � � ; �..� o � � o FFE-665.003 EX. 20' SANITARY V / / / m z ¢ _i ¢ ¢ > z SMT 655i3 /66y.00 _ / \ \ \ SEWER EASEMENT \ GEDR�E ¢ Z ° ems\ s s \ \ \ D \1997 PG 235 \ \� \ /PPRKRo / GLENBROOK PHASE I RIGHT W ca 2- LL N g OF WAY PLATTED WITH w � a STORM \ V � �� � � DB.Szo], PG.55 L ° PROPOSED \ \ \ / Z Z Z = o RECORD PLAT .. DRAINAGE EASEMENT I o O LL c _ J 6 .a p. \ DB 5389 PG 75 \ _ _ 1 I ill m m y6 \ PRIMITIVE \ \ \ \ \ I I �:f U) U O 0 TRAILWAY \ \ V VAR. WIDTH PUBLIC S \\ \ V i „ FOOTHILLS II RIGHT OF WAY I I J I - � " a aE JE I // GAR=6s o 665.00i% 6 SWIM FACILITY MAINTENANCE, \ \\ I 1 \ PLATTED WITH RECORD _AOPEN m5SPAZE DRAINAGE & ACCESS EASEMENT V PLAT, DB,5039, PG.66 G. Z p co 4-00-00500 LET12 (16g~ ��ao wKI 63o/ FERJ�056AS ` °O 54 66 8E. � 663.58 \ \ MHz NOTE THEREMOVALBOLL LL REINSTALLED 0.2390 A RE I I � 3 5 48 II II - a. I °/o, _ \ 66'3. 1 \ \, ` \ \ \ I \` i AT THE END OF °p D•B.222 P 297 I 66 9 \ CLASS I RIP RAP OUTFALL \ / / -:- PHASE1,AINGCONSTRUC7EDPARKRIDGEDRIVEWITHINGLENBROOK ""^ ZONING. 6 RESIDENTIAL % e5 LOT 11 ` / \ L=18' W-6' D=2' WITH CLASS I RIP RAP OUTFALL \ \ \ / PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE E I _ e y o LOT 16 \ , ` / REMOVABLE BOLLARDS WILL BE RELOCATED TO THE NEW O O O O USE: RESIDE TIAC TW=666 FFE=665-33 _ - 66�ss \ FFE=663.92 \ GEO-TEXTILE UNDERLAYMENT =z6', W=6', D=z' WITH \ \ CLASS I RIP RAP OUTFACE TERMINATION POINT OF THE PUBLIC ROAD IMPROVEMENTS AS J w N N N N ° / BW=666 GAR 665.oa': -- - --- /� \ / / FUTURE ROAD INFRASTRUCTUREIMPROVEMENTS ARE COMPLETED, �.' ~ \ \ 8' PUBLIC STORM GAR 663.5 \ _GEO-TEXTILE UNDERLAYMENT \ \ ` ¢ o 0 0 Z 665.67 'o/° i L=6o', W=12', D=2' WITH \ / / THE BOLLARDSSHALL BE RELOCATED TO THE NEW TERMINATION p ,\.I \ \ - / vD-1z 55 RAINAGEEASEMENT \ \\\ \ GEO-TEXTILE UNDERLAYMENT' / / POINT oFrHEPUBucROAD IMPRovFMENTs _ �+ o 0 PG. i /- / / L�6T. oO I Hy x i6 .� LOT 17 7 \` \\\\\ \ PROPOSED 20'PUBLIC / / TW=67o GAR 665:67 ' x / 66y.z5 3 \ \ DRAINAGE EASEMENT I eLi/ _ J L L-.!. 9 °, LG A =66j.5 :\ / n - >INSTAL/LREMOVASIILEBCLLARDSATTHIS _ _ Q > SIDEVIL-1-1 t I FUTURE PROPOSED ROAD IMPROVEMENTS �: _ ,z �� • \ \ MOVABLE BOLLARDS � _ p,y LOCATION ONLY IF PARK RIDGE DRIVE AND THE_ i N 22 � � ✓ � \ \ \ \� "\ ARE COMPLETED. THE RE %.� Q L. T /L/\: \ \ \ \ / SHALL BE COMPATIBLE I \ \ WITH KNOX BOX LOCKING SYSTEM FOR ' /10' PRIVATE STORM "^• OT6 \\ FFE-6 56 \\ \ �\ / lS \ \ I FIRE RESCUE TO BE INSTALLED TO - \ / L j DRAINAGE EASEMENT FFE=66b. 7 \ �G/{R=664, \ \ �/\ I PREVENTVEHICULAR ACCESS BUT STILL L O GAR=666.33 ALLOW ACCESS FOR EMERGENCY VEHICLES. 1 / DB. ,PG. \ I \ \.\:\ \ / / C'J \ I SEE DETAIL, THIS SHEET 3. _ J / (- " C� m 'v \ v \ \ - 3 56A2-04-00- 040 -- �c ! / `\ m � TW=67y � YD- A 18 ��. / / A � � � � / ✓ % � � m OR GRE RIC BW=66 I 4 I Pt1V z .A \ \ \ / / / / 0.1990 A RES YD 8 66 .i 1 \ \ \ ZONING:R-6 REST TIAL LOT H� 7 MH1 / i o D.B. 924 PG. 2 / I/ FFE=667.50 ,_- .O]2 A 4 /\ '`� , �� EX. 2D' ACSA _ / > _ / • ,. 1 Z SE: IAL G=667.17 6 7 a 1- _ \ �\ \ \ \ / SANITARY SEWER \ \ �� ` ! N ui ° 668�5 c v vv / EASEMENT s A�-3 V / w LOT 1 V A\ S DB 5389 PG 86 A /-� FFE=96g.CN 63� fi \ �O. ( �,{ /� �. :.LOT a• ,� z6°/a. 6695� GAR=�66g. o A\ \\\V V �E�f FiIS SHEET �\ �I _ ! f [ N Q m FFE 668.83 - �.�\ l !IJ \ \ \ ,- \ 1 '�\� \ ' i •. L� o / / I GAR 668.50 6 1 -- 66 .95 zo' PUBLIC STORM DRAINAGE I \\ \\ \ \ \ \ \ / f t J Q 56A2- 4-00-00 0 66 8 ° EASEMENT, DB. ,PG. I \ �\ \ \ \ \ VAR. WIDTH PUBLIC \ \ _ i r / > Z JONES, BENJIN MARTIN :5h I \ \\ i SWIM FACILITY MAINTENANCE, j YDay FFE GA6 0.8 I DRAINAGE G&. ACCESS EASEMENT1 LJJLOT2OORS �TH 67Q`0.212DB. O6670.17 J J ° J .. ZON SID NTIAL / GAR=669.83 D�a369 PG. 99 �A > Q W �iJSE: RESIDE IAL / 671.17 ZIP°� I o / \ s \ EXISTING CREEK \ \ \ \ \ �; w Q 513 LOT 2, / / L� vv \ V y \ wA v \ Q TW-678 LOT.5° 61' 33 GA 67z� / \ \ \\ \ z 3 BW=674 `•' L GAR -671;17 1O' PRIVATE STORM DRAINAGE � ' / LOT 2 \ \\ \ �\ \ Y ` \ \ O v I x YD-16 v .y y ._ EASEMENT, DB._,PG._ BSMr 65za7 LOT 3o LOT 31: \ \\ \ I � s � \ \y y y y y � \ � Q � - FFE 66zoa � \ \ \ , \ �/ �056 - 0200 LOT 22\ / FFE-66z.00 \ L \ Q 10' PRIVATE STORM YD-1a ° / "� 28 BSMT-6 z 1 \ \ \ I \ \ \y y 0 0 EASLEY, BA E 5 674 17 FF 6 5 7 FFE=66z oo a DRAINAGE EASEMENT 67 o Fr 74 5° y yy y y y y \ U w OR PAMELA I I GAR-674:i FFE 66i:87 � 0.2120 ACRE DB. PG. G74 y 6{1% GAR 66i.5 OVERLAND RELIEF PATH FOR INLET \ \ \ \ ` \ y y y \ y y \ 1 cz \ ZONING: R-6 S DENTIAL \ - 20' PUBLIC STORM I vD 1a LOT 2] #1z IF IT BECOMES CLOGGED P \ \\ y y yy . I�E LQT /+ L z6 FFE=66 zo 661.37 0R OVERWHELMED C \ \ \ \ �� - s y y \y y ` Y o MB. 2275 PG. 096 FFE=674.75 / -DRAINAGE EASEMENT - 3' o. 1 y Q z GAR=6744z 6 `. DB. PG. GAR 652.87 _ 6 6 •5° 0 661.6j 661.E O' \ \ ' , \ y yy y ,y \\ '"uO Lu >. : RESIDEN L �I 6 I LO 2E / s w+ 7 \ \ LOT 23 \ FFE-664.53 \ 'L. II LOT FFE 675.33 I \ PROPOSED\ II :FFE 675.yz 6 o+� 675.00' I \I / y (D cz RETAININGWALL Z y v 97 F w �O 66o.i, �6o.zo 60. 3 LOT�2 \/ y „y „y �y y y y�" y „y \y y w Z z 056A2--00-00100 Yp-y - �o LOT 2Lf 66y.zo , 660.30 1,8°h �61.33 FFE= z.67 / y y y L1_I w x ii ,I/° 5 oo FFE=675.33 66i.6 •� ° y0 66D 88 : $SMT= :83 / ' JUSTINN & KATHERIN �ICKRAL 10T 2 MH 6 1 \ y y y 5 I. 7 'S3 5 GAR=675.00 / � 66o.yo• � 0.2710 AC S FFE=675.yz �LI `\o° ZONING: R`-6 RESIDENT \ GAR=675:og p \ \ I ° 661zo l ti� o PROPOSED ' RETAIINING WALL y y \ y. � o l 20' PUBLIC STORM 7 3 \ \ /' CD-zJ 66o:g�o \ 4 g/° 66z.oa LOT 33 3 \y y y y� y y y 0 D.B. 4814 PG 250 6 1 '. / y \ TW=678 I DRAINAGE EASEMENT 67 ° .gad / \ \ s y 660 6a 66i.o3 FFE=662.33 EXISTING too' \ v y ° USE: RESIDENTIAL BVJ=6 DB. PG. 7 I `ryo I LOT 25 6z.00 BSMT=6 z. o / y I \ 74 3•g S7 0 FFE 67533 0o s s STREAM BUFFER \ y y�y �` LLI - x �k xi LOT51z 67 �07 :GAR 675,00 \\ 1� I '�„,L y y' y,o GAR=675.09 �z8B%\� 20'PUBLIC STORM \ y y y a 66zoo ° RAINAGE EASEMENT` 66087 66 1 0-% LOT 3�F \ \ 1 \ \ y y �y v y y y\ y y yy y y y y 0 J N \'.: :FFE=66z.33 DB. PG. TT n 65z.so y y .� 1 axi ° i r ° 3 :BSMT e . > OMEN \ \" y - L 661.1 PAC A y y y L y 59.z1 N y Je F y y y�y y y y y�y y 1 y 16 O 6_. 66 LOT CD-1 o 66z.67 35 \ y \ y 12+00 ?3+00 �1 +oo W y L y y _ - - -FFE=663.00. :�. p x x x/ BSMT-6 - W W __ / _ y W 53 7 \\ 0 W W-- N W W -W x '. � ° / �i \ � � y y\ y y y y y y\ \ � �� v _ �- y y y H \ ` y� L L L y .1 y L v � y y - x r. L y LU y ^ OPEN - - -- OUTFALLCD-1 P TRAIL \ \ \� y �� 'yy v yy yy\ y yy yy y' yyyy 'yy yy �yy' yJOB NO.� o \ y a i "2 y y y v AT6 oELEV. SPACE E APHIC SC LE y _ �j - TMP: 56Az 0�ee 07zAo 0.02 AC) \ \ y y\ y\y y y v 112066 ° y OWNER: CROZET PARK INC ( 5 ° � \ V tAUDlIJ� / o s so so zo \ \ \ '\ -666 ACRE 11. AC �666� VAR. WIDTH PUBLIC ` L \ \ ' y yy L 'y \y y y L \ y y y II I ° � � SCALE ° r �- ZONIN= RAC_ STORM y yy y yy y yy y y y• \ vy 'y yy yv y 1 -3O ° - �,66 � D.B./PG.: 1536 � DRAINAGE EASEMENT ( IN EET ) � 1 y \ � y Y SHEET No. a (y y� 5 s � �- � � FENCE � PUBLIC PARK DB.-, PG. 1 inc = 30 ft. yy\ " 'yy y °1 Lu z HIGH PT STA: 13+38.o6 HIGH PT STA:14+76.5o _ r� l HIGH PT ELEV: 675.11 HIGH PT ELEV: 672.41 12 SCOTT R. LINS Z > PVI STA:13+50.00 PVI STA:iS+io.00 O 685 w PVI ELEV:675-45 PVI ELEV:671.61 U Lie. No. 035791 a z N :21. 4 K:1z.25 �� 05/07/21 �4 a LVC:80.00 LVC:67.o0 o_ tJ 68o 675 670 - - 665 66o 655 r L�Qw °o m °w Z O J O" p 00 i F_ 0 0 U Lwn z N > m Lu Pza zQ Ln - ---------------------- ----------- PROPOSED ARV �'30%/ 3'IS - - r z Q � O o! � 0> 65o oLu W _ Lu rl W N O ++ F Z N 645 F- Ln ."i CO tD n O l0 Lp t0 kD 'O n I 10+00 10+50 11+00 11+50 12+00 NO TES: 7. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP PIPES. 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 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. J. ALL FILL MUST MEET 957 COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. /5-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. S. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. Nw v U W to > U W > ------------------ FILL (95%COMP 3 5' PROPOSED 8", Co-1 D.I. WATERLINE CROSS DRAIN REMOVE 12" PLUG PROPOSED 8"x8" TEE TIE-IN PROP. 8" D.I. WATERLINE AND (2) 8" G.V. INTO EX. 12" D.I. WATERLINE AT INTERSECTION INSTALL 12"X8" REDUCER PROPOSED VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 o 25 50 100 zao ( IN FEET ) 1 inch = 50 ft. Lu Lu > 0� w J Ln W z d O Ln 't M U N U r¢ Z � moo LOW PT STA:16+97.50 LOW PT ELEV: 661.37 U PVI STA:16+20.50 > w PVI ELEV:662.91 Lu K:26.23 LVC:154.00 0i U 6i U U m m W EXISTING GRADE \ PROPOSED GRADE MAX. CUL-DE-SAC rGRADE=2% FIRE HYDRANTASSEMBLY / 8"x6" TEE J PROPOSED 6" 8"x6" REDUCER & 1-6" G.V. D.I. WATERLINE 6" 45° BEND TYPE A BLOW OFF WITH 6" G.V. O Ol 00 00 l0 00 �0 O O " 00 'D " O Ol O Ol '.} M M n N S N Cp . 0 H l0 l0 l0 �D w lD l0 10 w w W 'D 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 INDIGO ROAD 25 MPH DESIGN SPEED 690 LO PT STA: 1o+1 .46 LC W PT ELEV: 67 .16 PVI STA:1o+1 .o8 PVI ELEV:673.12 HIGH PT STA: 10+92.64 685 HIGH PT ELEV: 674.25 LVco.00 PVI STA:11+25.00 BVCS: 10+10. 08 PVI ELEV:675.0 BVC3. 67 .o8 LOW PT STA: 13+34-57 EVCS: 10+2 K:13.23 LOW PT ELEV: 663.92 EVCE: 673.20 7 .o8 . LVG11o.o0 - - - - - , \ PVI STA:12+ 74-57 680 0 0 /' $ m PVI ELEV:665.12 / 0a 6H 4:26.07 / °++LV o\.oo o / " Lii Lu>��Lno /w \ \ > b / m W N I \ 675 \ / / -\ m i'710 m 00 \ EXISTING GRADE C VER 670 667°0 PROPOSED 811x811TEE FIRE HYDRANT ASSEMBLY PROPOSED GRADE AN (2) 8" G.V.7-8" 8"x6" TEE AT INTERSECTION8"x6" REDUCER \ 6651-6" G.V. 6" D.I. WATERLINE D.I. WATEF LINE N n 66o Q > M FIRE HYDRANT ASSEMBLY w 00 0 6"x6" TEE p o 1-6" G.V. z " 655 Z G M O N OlH m M tD O O W O It O O m 00 l0 tD lD l'0D lmD W 'D 'D 10+00 10+50 11+00 11+50 12+00 12+50 13+00 CRIMSON STREET 25 MPH DESIGN SPEED 17+00 17+50 -2.O0oo 611450 � O 00 Ol n, 13+50 14+00 Em Ln C ZUJ F L � O U L z f 7 e O Z � Ln ( w L Q L c Q a � Z J (n Z Q Z g L < 0 U m 0 C z L F`�1 0 L / � z k Ila Lu k Ca Ce �F O O O O W N N N N N N O O W Q Ln N O .-I M �D •--� O O Cl? co N co co W N 0 Cn N W N Lu J J Lu O J Q U WY Lu -_ ET1M Lu U) JLu mi Q TYPE A E LOW OFF Ur WITH 6" b.V. F- ►nil 0 T� N c iu 0 z t Lu 3 d N a 0 n z Lu y Q z ° 0 o s 0 Q `o n c (n `o p w N 0 LL J c ON U 11..►L � 0 a ,Lu V Q 1 < 0 2 E 0 I n o V z z Of z w CD w Z z ^ w V 1 z z J O0 U DC U n J o n J > H� 2 U X N w O O y LL. 0 E U O w � � 0 w O w � d � o U JOB NO. 0 112066 c SCALE 0 AS NOTED a SHEET NO. 6 " 675 STR-YD-z 24" YARD INLET EXISTING GRADE VDOT STD. MH VDOT STD. DI-3B (L=8') 24" YARD INLET RIM:673.66 RIM:665-70 RIM:665.1g STR-YD-1A RIM:673.00INV IN:668.5o FROM STR-YD-6 STR-4 - - - - - _ INV IN:655.66 FROM STR-12 INV IN:658.o6 FROM STR-14 z4" YARD INLET INVI 66-. zFROTA-SR-YD- INV OUT:668. o TO STR-YD-z VDOT STD. MH/ G3T8 INV OUT:657.96TO STR-8 7 9 4 4 INVTN: rFROM STR-10 RIM:671.90 INV OUT:667.82 TO STR-YD-iA 670 680 _ 7 RIM:66z. INV OUT:655 561 TO-6 INV IN:666.0o FROM STR-YD-z 5° � INV OUT:665.90 TO STR-28 \ \ INV IN:65438 FROM SR-6 / STR-14 STR-28 \ \ STR-YD-6 INV IN:656-05 INV OUT:654 R� TO a PROPOSED GRADE \ - RIM: 6VDOT 5TDo. DI-3B (L=8') VDOT STD. DI-313 (L=12') 24" YARD INLET / INV OUT:658.26 10 STR-10 INV IN:66 .49 FROM S R-YD iA 6 RIM:67433 665 STR-z / STR-6 \ '� 5 75 INV OUT:66g.00 TO ST -YD-4 � f INV IN:665.49 FROM STR-28B VDOT STD. MH 1 INV IN:665.49 FROM STR-24 RIM:658.29 / VD RIM 669.2z INV OUT:665.39 TO STR-22 INV IN:653-75 FROM STR-4 / INV IN:6 z FROM STR-8 IN OUT:6 6 TO OUT 55 9 PROPOSED I ATER 53� 5 INV OUT:655.19 TO STR-4 LINE CROSSING 670 66o / PIP 1 SHALL 1.1' HAVE WATERTIGHT / HGL (TYP.)------- HDPE CONNECT O N 12 HDPE o @ 0.82% ' 10-YEAR STORM W 15"HDPE Hope 50 42' @ 0.88% 57.5 665 753o-1300 ---------o. o' 5 29-93' @ o.6o% 1z"HDPE 15 15" HDPE 15" HDPE 15. z' @a z.16% VDOT STD. EW-1 5737,@ 050°/u5 3 0. o%z5,7o' Qa o.50% ENDWALL W/RIPRAP OUTFALL18" HDPE 66o 5-4 u.46' @ 2.12% PE' @d z.24% P RAP OUTFALL L=18', W=6', D=2' WITH 655 645 GEO-TEXTILE UNDERLAYMENT O N O N �0 l0 O M O N \} O 00 O ~ O n M n 00 m Oop m lD N lD lDDO �p l0 lD ko LO 10+00 10+50 11+00 11+50 12+00 12+50 YD-6 - STRz8 68o ' \ STR-YD-8 675 STR-YD-7A \ 24" YARD INLET 24" YARD INLET RIM:665.g1 RIM:666L-231-09' %V IN:66o.92 FROM STR-YD-10 INV IN:66 .42 FROM STRT:66o.82 :66o.92 FROM STR-YD-14 INV O T:66o.32 TO S\670STR-z2S\Tk-YD-10 TO STR-YD-7A VDOT ST . DI-3B (L=12')z4' YARD INLET RIM:664.85RIM:66�.20 INV IN:66o.z3 FR MSTR-YD-7AINV IN:66i.2o FROM STR-YD-1z INVIN:658.6 FROM STR-z8INV OUT:661.10 TO STR-YD-8 INV OUT:65 -54 TO STR-16665STR-YD-1z 24" YARD INLET RIM:664.00 INVOUT:662.36TOST -YI 66o12" HDPE 28.00' Qa 0.50% 12" HDPE31.09' Oa 0.50% 14.72' Qa 0.50% 655 O N N 0, O L. O 0D 6 a '6 � � � 10+00 10+50 11+00 11+50 685 IYD-12 - STR22 68o STR-YD-8 YARD IN RI RIM:665.g1/ INjl'26o 6.92 ROM STR-YD-io IN.92 FROM STR-YD-14 675INT:66o.8z TO STR-YD-7A STR-YD-14 24" YARD INLET R I M:66g.25 670 INV OUT:664.00 TO S q 66o N 0 W m O �y 10+00 10+50 11+00 YD-14 - YD-8 12+00 �l '00 ^ L0 L0 LDDO ^ Lp �p w l 0 LD W w W w w lD w 10+00 10+50 11+00 11+50 12+00 12+50 NO TES.' 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. 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. 675 670 / STR-YD-18 24" YARD INLET RIM:663.63 / J INV OUT:658.00 TO STR- / 665 / STR-YD-16 24" YARD INLET RIM:659.05 IN:655.o5 FROM STR-YD-18 INV OUT:654-95 TO STR- 66o •:• 675 670 665 .•• 655 65o STRzc, -OUT 13+00 13+50 68o 685 EXISTING GRAD 675 68o yr /VDOT STD. MH RIM:663-94 INV IN:658.5o FROM STR-18 INV IN:656.69 FROM STR-22 670 INV IN:656.69 FROM STR-20 675 INV OUT:656.59 TO STR-4 STR-18 )POSED GRI DEA VDOT STD. DI-3 (L=8') RIM:665.72 665 INV OUT:659.00 O STR-16 670 HGL (TYP. HGL (TYP.) 660 665 Z2' @ 1.42% 655 66o C0 't N a0 O n d D ID ID 10+00 10+50 STR18 - STR16 STR-16 EXISTING GRADE VDOT STD. MH RIM:663-94 / STR-28 -1 / INV IN:658.5o FROM STR-18/ VDOT STD. DI-313�L,=12') INV IN:656.69 FROM STRI�z RIM:671.62 INV IN:656.69 FROM STR-20 INV IN:665.49 FROM STR-Q-2A STR-28B INV OUT:656.59 TOE fiR-4 NV IN:665-49 FROM STR-20,, VDOT STD. DI-3C (LA / STR-22 NV IN:665.4g F OM STR-24 RIM:673-78 VDOT STD. DI-313 (L=12') NV OUT:665.3 TO STR-22 INV OUT:667.o8 TO S _ R I M:664. 85 INV IN:66o.23 FROM STR-YD-7A INV IN:658.64 FROM STR-28 INV OUT:658.54 TO STR-16 PROPOSED GRADE HGL (TYP.) / -------------- - _--- - 1.2' _ ^^ • • SAN. LAT. CROSSINGS PR OSED 6" _ • (TYP.) � 2.7 It 00 00O W 10+00 10+50 • yti96 • I� m O o l0 N M 0 O H O N n m 00 1p CO 41 W N 3 11+00 11+50 12+00 12+50 STR28B - STR16 _15" HDPE 3.25.99' @ 1.22% INV OUT / 65e5 54.04 "40-38' �3 y VERTICAL SCALE 5 ° 2.5 5 10 65oHDPE Qa 2.15-off IN FEET CLASS I RIP RAP OUTFALL ( ) L=26', W=6', D=2' WITH 1 inch = 5 ft. GEO-TEXTILE UNDERLAYMENT 645 HORIZONTAL SCALE cO i WI m W co N LO LD lilDD 00 n lD ID ID �D o �D t0 10+00 10+50 11+00 11+50 [YD-j.8 - OUT ( IN FEET ) 1 inch = 50 ft. M � M N N 0 13+00 13+50 2° 675 STR-z8 VDOT STD. DI-313 (L=12') RIM:671.62 INV IN:665.49 FROM STR-YD lA INV IN:665.49 FROM STR-28 INV IN:665.49 FROM STR-24 NV 9U1;:665.39 TO STR-22 EXISTING GR8,DE STR-24 \� VDQT_STD. rV H RIM:672.91 INV IN:665.83 FROM STR-26 INV OUT:665.73 TO STR-28 STR-z6 PROPOSE GRADE VDOT STD. DI-313 L=4") RIM:673-79 INV OUT:667.17T STR-24 PROPOSED 6" WATERLINE CROSSING --1-0----- 25" HDPE 28.03' @4.19% 15"HDPE 45-45' C 0.50% LOT 21 SAN. LAT. CROSSIN O N O O W 0 00 0 0 D 10+00 10+50 11+00 STR26 - STR28 EXISTING GRADE Lic. No. 035791 ,_ 05/07/21 V/ Z Z o f J < . Of U 0Lu_ m ; f _1 f a f W I O O O O N N F Ln n CD CD w m o m C .ti M lD •--� O O VDOT STD. MH _ RIM:663-94 - , - INV IN:658.5o FROM STR-18 INV IN:656.69 FROM STR-22 �--I 670STR-4 INV'IN 656.6g FROM STR-20 V OT STD. MH INV OUT:656.59 TO STR-4 -R-28 R I M:66z.5o \ e INV I1\1:654.3 STR-20 FROM 6 \ VDOT STD. DI-3C L=6') E INV IN:656.05 ROM STR-1TR-16 \ M z PROPOSED RIM:662.25 INV OUT:65 .zUs TR-z GRADE \\ INV OUT:657.1z T STR-16 ® � LJJ �� \ WN 0 66o NLzJu o HGL (TYP.) 0')2.2' 1.1' PROPOSED N ---------------------'- - _ WATER SER ICE N CROSSINGS Q Z 655 15" HDPE > Q 3.8" HDPE 81.57' Q_% 0.50% W 95.3@o.54 J J 6 O LOT 18 V) 0 SAN. LAT. Lu 5 CROSSING SAN. LAT. O J OD 0�. ° o LLU H 00 o CROSSING I 1 N ^ ^ '+ N O I..L ID ID J 1 O / 10+00 10+50 11+00 11+50 12+00 = U W STRzo - STR4 W 1.Q o ul 2 j (D STR-8 z VDOT STD. MH W I --I R I :665.70 � , ^ 670 INVV IN:6 z .66 FROM STR-1z �J I INV IN:657.8 FROM STR-io INV OUT:655.56 TO STR-6 EXISTING G STR-iz VDOT STD. 665 \ RIM:66o.43 \ V OUT:656 \ PROPOSE \ TER SERVIC \ PROPOSE C CROSSING 3.0' ^\ 66o 3.0' HGL ( P.) 655 ------ ----- ------------ 15" HDPE 00 m D 95.8o' o.5o% 00 10 ko ,D V I ADE U) O .16 TO STR-8 O J Q J GRADE 0 I -I O 2 N O O w Lu W 0 d W VI JOB NO. 112066 10+00 10+50 11+00 STR12 - STR 8 SCALE AS NOTED SHEET 7 NO. 170 MH3. RIM:645.19 INV IN:637.5 FROM MHz / INV IN:637.5 FROM MH6 665 INV IN:637.5 FROM MH7 / 37 30 10 EX Parks!i-1-14 EXISTING GRADE / / 66o / / / r 655 650 645 640 635 m m 00 00 'D . n vi �0 N ri, �, m 00 w ID 10+00 10+50 11+00 11+50 M H 6 - MHZ MH1 RIM:645-19 INV IN:637.5o FROM MH2 rINV IN:637.5o FROM MH6 I INV IN:637-5o FROM MH7 650 INV OUT:617.:to TO EX ParksideVi MH6 R I M:658.71 INV OUT:653.5oTO MHi 645 EXISTING GRADE 640 8" SDR 26 PVC 635 164.88' Qa o.61% m Cq 00 0 0 k 10+00 10+50 11+00 11+50 MH7 - MHZ 12+00 MH7 R I M:641.84 I N V O UT:638.5o TO 12+00 I •:% 675 670 -9 66o MH2 R I M:649.8o / INV IN:641.00 FROM MH3 MH-1 INV OUT:640.8o TO MHi / EX PARKSI DEVI L-1-14 RIM:645.19 655 REPLACE EXISTING LID WITH INV I :637.5o FROM MH2 WATERTIGHT FRAME & COVER INVV So FROM MH6 1N i RIM:640.00 o6 FROM MH7 INV IN: 633.6o (FROM INV OUT:637.3o TO E ParksideVil-1- 4 FOOTHILL IIMH-1) / INV IN:633.6o FROM MHi 65o INV OUT: 633.4o TO EX MH 645 / / / SWM POND 29 640 / 1 UTFALL y1L"oo // .640.42 i - / 8„ SDR 26 PV o i$1.15 635 - $, SpR 3 4 A yc85 630 i - / / EXISTING GRADE / MH5 / R I M:674.40 MH3 INV OUT:664.65 TO MH, R I M:66i.8o / INV IN:646.3o FROM MH4 INV OUT:646.io TO MHz i MH4 / RIM:664.83 / INV IN:657.5o FROM MH5 / INV OUT:657.3o TO MH3 PROPOSED GRADE YD-1B YD76 PROPOSED WATERLINE / ROSSING / / 239'3o Cy z N Ol Ol t l0 M ci N N 00 I� �D N 'i L!1 N M M N CO ID ^ N N N N 00 Ol 00 O lD .t ^ tD M lD 0) M M N m M Ol ri I� H 0 Ln O O M 'i 0 0 ~ Ol H M 00 n ~ Vl I� m lD H .t lD lD t �0 W It l0 00 t w 00 It l0 Ql t Ol t lD r! ID 01 t W d l0 M 1(1 ^ 10 I� i!1 N l0 l0 Ln W N 'D ID H n W �D w �p n w 1 l0 H 00 �0 ^ �D w N 00 ^ 'D N 00 n ID Ol n tD ID 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+oo 16+50 17+00 17+50 18+oo 18+50 19+00 MH5 - EX PV-1-14 NO TES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L J. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURINC THE CONSTRUCTION PROCESS. 1TJ0101 mtoNOM04FWA00 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft Lic. No. 035791 ,- 05/07/21 V/ Z Z o J < . 0 U m Lu � (n J � a Lu I li z Z Ln O O 1n m m D V) 0 0 z O w = Ln ~ w Q N O N O N w N m Ln N rl O O O d7 M z ® M Cn w N co 0 CN Lu W N Q W Q Lu J J � _ > p Lu Q W J O O O z J �- > 2 " WLu Y cnQ Lu Q Z U) ul U) (D w z I z Lu F1 V V) O W U LU Q J (D �--� �' 0 O N O uOLL w Lu w 0 a- O_ w 2 U) JOB NO. 112066 SCALE AS NOTED SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTI0N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA7URAL WATERCOURSE. 4 GUARDRAIL LOCA770NS ARE APPROXIMATE EXACT LENGTH LOCATION AND NOTE: CONCRETE CG-12 RAMPS SHALL HAVE A MAXIMUM OF 2% CROSS -SLOPE. APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 A B OR C . 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATONS SHALL GOVERN THE MATERIAL AND CONSTRUCT70N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA7SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF 7HE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT.• 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. BUILDING OFFICIAL NOTE: WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base In a Subbase h a DID Crimson Street 183 0 183 5 5 8.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 5 0.6 12.83 indigo Road 256 0 256 5 5 9.69 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 5 0.6 12.83 Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & resurface"" MITI d Fes urtace"'" Saw-cute%isting pavement to the full depth of as phaB I12•min. // \ T5'total asphalt 12 min. concrete rtace Asphalt Concrete SuMaterial' \ pavement l �L Depmorequalto the depth of existing phaB Concrete Base, Type BM-25.OA as min. icheve is greater WhilYleveri5 greater is min. Sup -base course tle m p re ate ©use Ma[enal T I t0•min.'- A90 D yDe -shall be 10•or equal to i Sire Nn. llA or 2TB 6WD�ot eX sbrhtsUb-base, jj------ whichever is greater --------------- 12'BenrJl s 1T Bench HorizontalIl da dvetecatsu50 es sh all be tad<edwith RC-2501iquid albe liq Min. Min. asphaltat a rate of 0.1 gallon per NOTES: SY, oras determined bythe district administrator's designee " Asphalt Concrete Surface Material: SM-9.5A torADT < 10000 Select Material Type I with minimum CBR=30 SM-9.5D forADT , 10,000 The district administrator's designee shall determine the Class I baddill material in accordance restoration requirements for ether pavement types . With Section 302 of the Road and Brdge Specahons Trench width and pipebedding shallbein �No. 26 or 27 aggregate pipe bedding in acGD man cewltnvOOT sta. PB-1 accordancewlm 5ecBons 2o5 s B02 of the Road and Bridge Specifications 12 inches minimum beyond the edge of the trench s on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendICUla DPen cuts, oras determined bythe district administrator's designee. Date: August 27, 2014 Not to Seale EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP RPER 3' CLEAR ZONE REQUIREMENT CI CG-6 3• CURB & GUTTER I CLEAT R ZONE) I � 2% 2% PLAN77NG STRIP 5T ASMOO77 vAR. S4 WIDTH 3' POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAT R ZONE) SURFACE I 2% 2% 6' PLANTING 4• T STRIP SUBBASE 13' (TRAVEL LANE) (TRAVEL LANE) 30'/C VAR. WDTH TYPICAL NL'IGIIBORfI00ID STREET SUCTION VAR. WIDThr Rll#r� INDIGO ROAD (PUBLIC ROAD) CS'-SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED A25 NPR XITII INTERMITTENT ON -STREET PARTYING ON ONE SIDE JB'a20' SPACES) -NOTE.' UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLLIMES OF NOTE.- PROPOSED LANDSCAPING TO TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD UTILIZE OUTER 3' OF PLAN77NG STRIP PER 3' CLEAR ZONE REQUIREMENT c h RAW CG-6 I CG-6 5' WIDE CONCRETE CURB & GUTTER POINT OF SIDEWALK 3 I FINISHED GRADE CURB & GUTTER 3' CLEAT R ZONE) I CLEAT R ZONE) 4" WOT 21A STONE BASE zra SUBBASE STOSJSIB2.SAWE 6 BANEE 5 6 0' To' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 49' TYPICAL NLTIGfIBORII00D STRL'ET SUCTION (49 ' R/#r) CRIMSON STREET (PUBLIC ROADS) CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED. 25 NPR -NOTE UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD SURFACE11 2% 2% 2% 2% PLAN77NG STRIP 6' PLANTING STRIP 5' RIW 5' WIDE CONCRETE SIDEWALK 1 \ I 2% \ I R%W CAL 5' WIDE CONCRETE CG-6 3• CURB &GUTTER I POINT OF FINISHED GRADE CG-6 CURB & GUTTER 3' S' SIDEWALK IICLEAR ZONE)I i "SURFACE CLEAR ZONE I 4" WOT 21A STRIP STONE BASE 2% 2% 6' PLAN77NG ,•Imnr STRIP (TRAVEL LANE) (TRAVEL LANE) ON -STREET PARKING I 30' F/C-F/C I 55' TYPICAL YVE16! IBORHOOD STR F77 SECTION �55' & 6>' R%Orr a CRIMSON STREET (PUBLIC ROADS) 4Z CS-SSAR RESIDENTIAL NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARXNG AIITfI BUNP�OUTS B "z20 SPACES) *NOTE.' UD-4 UNDERDRAINS ARE REQUIRED WH N THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111 - i • ..yam., •.y •..,;�r• v.,;�r• v..,. r• v..,. r• v..; M••i• I• �;'.yi\�•ji,/3,'y4i\•�i3,y4i\i\i\•�i3,y4i W� •}iiOEM �.1111R ' �•�•�••���• •Il E I • I • /Anal P ..lRRRRRR I ). . 1 '1. • h q 'I • • 111111 310 •• •• • • • (VARIABLE WIDTH) 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEI SUBGRADE 4" VDOT 21A STONE BASE RAW I 'k- EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROI v LOT, s�, , LOT,P �•� �> A \ ♦♦♦♦ A ��� TT 1 A ��♦♦ �- LT LOT LOT LOTS LOTS r� LOT LOT -- - i / \ LOT F �\ �` \ ♦ � \ - LOT,, V A ♦♦ , TT V v ��♦ v w �- LOT 9 \ \ w ♦ 1 - � \ ♦♦ 'Z I, LOT M O \ yy 07 LOT s,\\ Ln r� \ LOT To - Lar x ll ! TOTxa\\ I Ltir31 29 \\ 1 TOT 17 it _-1 LOT xl ny \L,:,T,1, �..1 ^ - 1c1 \\ r LOT 31 SCOTT/R. CZ LLINSIZ Lic. No. 035791,E �orow `�s05/07/21k` �'SIONAL S�Gl 1 - I LOT 1 L on s L yow ZOQ/' cl� CwolGOaoAo - - - - LOT 35 U 00rJINDIGO ROADS - M W U) o a �z L o F ;>U)zk TRIP GENERATION CALCULATIONS TRIP GENERATION W UjE1 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: 1" = 100, ` 35 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220 ADT: 256 VPD (128 ENTER / 128 EXIT) AM PEAK: 16 VPH (4 ENTER / 12 EXIT) C) o PM PEAK: 20 VPH (13 ENTER / 7 EXIT) (n UP) o -\ - m f on Q EXIST. GROUN ALBEMARLE COUNTY o GENERAL CONSTRUCTION NOTES oca \_ w En 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO Ln ~ EXIST. GROUND ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND o 0 0 0 STANDARDS OF VDOT UNLESS OTHERWISE NOTED. W ~ N C4 N N om) J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDEDIN ACCORDANCE WITH THE APPROVED o CD o m M In LO o EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER en o -4 0 Ln 3-4"HARDWOOD f�;w" :: MULCH STONE DUST �� /� /�/ // D /�/// / �/ COMPACTED SUBGRADE PEDESTRIAN TRAIL NOTES: L. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE 5 MIN. IN WIDTH WITH A SURFACE OF3-4" HARDWOOD MULCH OR 2" STONE DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. 2" SM-9.5 SURFACE 8" 21-A BASE COUF COMPACTEI SUBGRADE ASPHAL-I ur,,lvr_vv/-\i NO SCALE VDOT g21A TOP COAT VDOT #23 STONE - BASE COURSE COMPACTED N ASPHALT PAVING - EMERGENCY ACCESS ROAD � NO SCALE - ASPHALTNO SCALE & PEDESTRIAN/BICYCLE PATHWAY, GRAVEL ACCESS ROAD TO SWM FACILITY & TOT LOT/SWM ACCESS PATHWAY NO SCALE MIDI o OTE%TILE DRWA.40E FABRIC UN)ERDRAN SKILL E CENTERED UNDER CURB AND WTTER (OVERLAP T-01 AT TOP) PAVED SHOULDER (O (OVERLAP E OIIANAE FABRIC PAVEMENT (OVELAP 1'-0' 0TOP) 5:PAVEMENT IMIERIAL�::.:::�T >..- ...:-.:.iT.::_ WSTABNED ALLY .• _ 51.�RAK WttEi PPE SEE NOTE I 057 AGGREGATE. 08 SEAGRAM OUTLET PPE 2'-C• r-0- AG[RECATE OR CRUSHED SEE NOTE 1 GLASS MEETING we 057 AGGKOATE. 08 4" PIPE VANIBLL GRADATION REOUREIENT. AGCAl OR CRUSHED TPA (EDGE OF PAVED SHOULDER) CLASS MEETING WB GRADATION REOUREIEW. PAVED SHOULDER SECTION CURB AND GUTTER SECTION n-4 LP TO ELBOW. 45• ELBOW UP TO ELM10W PIPE IS PERFORATED CONNECTION PPF le PERFOIUTED PPE -LESS AGOREOATE AR PRIMY DRECTNMI TRENCH WITH OF WATER FLOW URANAGE FM NOII PERFORATED out 04 IrYmAL, COWECTON45• Ell 45• w E CONNECTION PAY WITS FOR OUTLET P-0" MAN. PPE TO ac1N WITH 45• ELBOW (tYACAL) OUTLET PPE NO SOME STANDARD PAVEMENT EDGEDRAIN RMIMN� ROAD AND BADGE STANDARDS 240 SMEE7 1 OF 3 REVISION OwTE 255 so W&� vRG r,A Df=MrME^:r c. 1RAaT"SRIA'DN Ot 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. O') 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ti 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. C'7 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ® � 10. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A N VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. .4 0!cM NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED "It TO BE STATE MAINTAINED: N O I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. W ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. N III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE w Q MATERIALS. i w IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. J J_ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, i PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. LU vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. O vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE m J PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Q viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT = THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. - - (••) CC 12 NOTE) COMPONENTS OF CURB RMPS CONSIST OF THE FOLLOWINCI CURBroWHEEN REWIRE(CSIDEWALK (DEPTH RECG 31 INN LINNEESA AREA SQUARE YARDS) GENERAL NOTES' MrECTABLE WARNING SURFACE [AREA IN SQUARE YARDS) 1. THE OETECTABLE WARNING SHALL BE PROWDED BY TRUNCATED DOMES, EACH OF THE MOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD e. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SU44M12E0 FOR EACH CURB CUT RAID. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12n MM THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTIBLE ail=t MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \ 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST HOLES OUST BE PROVIDED Fdr DOWEL BARS 50 B THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF O=1 MAN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A S. REOWRED BANS ARE TO BE NO,5 X 8' PLACED I'CENTER TO CENTER ALONG BOTH ONGREITE GOVEROF N �RRAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUMPERPENDICULAR 6. CURB I CURB AID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB / GARB AND GUTTER. 5'MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 72-1 SY TIE ENGNEER. iIEY ARE TO BE PROVIOEO AT NTERSECTIONS WIEREVER 121 MAXAN ACCESSIBLE NOTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITYlCROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWAKSAS SHOWN ON PLANS OR AS DFREC7ED BY THE ENGINEER, AND SHOULD NOT TYPE BE LOCATED BEHNO VEHICLE STOP UWS EXISTING LIGHT POLES FIRE HYDRMTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A POLES. PARALLEL �r� UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL v��� ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROWDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND tY1 MAX THAT THE SLOPE AT THE CONRECTION OF THE CURB OPENING IS PERPENDICULAR TO TIE CURB. y MIN D( M 9. TYPICAL CONCRETE SIOEWALN IS 4" THICK. WHEN THE ENTRANCE RApIICMNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRIKO( TRAFO REFER TO STANDARDME CC-13 COMMERCIAL ENTRANCE (HEAVY 4'WAR AT Y .2" HIGHER THAN TRUCK iRA-FIG FOR CONCRETE OEPYH. EDGE OF PAVEMENT 10. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XOC , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE TIE WIDTH OF THE SHARED USE PATH. It- WHEN ONLY ONE CURB RAMP IS PROwDED FOR TWO CROSSINGS MIAGONN.), TYPE C A 4'L 4•LANDING AREA SHALL BE PROVIDED TO MMEUVER A WIEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK NTHpVT GOING INTO THE TRAVELWAY. THIS 4' It 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOZE - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF b . 2.4" CC CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE d WARNNG SURFACE MMEN HAVE A FACTORY MATURE OR BE FIELD 0 0 0 001 i -1IOOIGE0 AS RECOMMENDED BY THE MANUFACTURER TO HATCH TIE BACK OF CUB.- A O O O O 0 0 0 0 0 0 0- L, 0 0 0 0 0 0 0 0 O 0 O 0�E LANDING RA.P u OOOOOOOO OOOOOOo + : o o D o D o 0 0 0 0 0 0 0 0 n n o 0 o D o D o 0 0 o D o D o ro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ID X T R p 0 0 0 0 0 0 0 0 0 0 0 O 0 ' TOP DIAMETER DETECTABLE WMNING c AT BARK Q GARB "-16" I VARIABLE FULL WIDTH OF RAP FLOOR SEE NOTE 12. BASE UMETER PAY LIMITSDETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL tvooT CG-12 DETECTABLE WARNING SURFACE I SPECIEICATIDN ROM AND WHOLE STANOMOS REFERENCE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 1os M05 07/15 VIRGINIA JEFMTMENT OF TRANSPORTATION 502 GEOTEXME pLANACE iARR1C (OYERLAPT-D• AT TOP) PAVED SHOULDER LONGITUDINAL PERFORATED PIPE w-4 STABLIZED OPEN NO2H AGGREGATE CRUSHwG STRENGTH TYPE OF PIPE GRADED DRAINAGE PAVEMENT r y_ y. NW.T 4" ROIL OIAIETER UYEA ._..._... SUBBASE LAYER :•::: �':t :'•'_ w PPPE OTH SMOWALL PVC .O3 SUSU[ADE W7lET PPE CORRUGATED PE AASRHTO N-252 SEE NOTE 1 657 AGGREGATE, Ra AGGREGATE OR GRUSFED -o- r-o- (LASS MIEFTND 411111 ORMADDIY REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) MMEROAN SHALL IN CENTERED U M CURB AND OJTTER. GEOTEXTtE ONMMGE FAJr6C Y-d (OVERLAP Y-O" AT TOP) I TYPERE CRUSHING STRENGTH M W.7 A- NOM, OAMEIER $MoDTH WALL PvCI Oas $MDOTN WILL PE I ITO PSI ANaf X WALL THICKNESS (MAD - FE3E5 XXX TESTED AMORDNO TO ASTM D-2412 AT 5Z DEFLECTION DONN GRADE PSHGILGA WOp NON-PERFONATED SIIB•ARE LAYER .:':::•;-•� - - -_�.. -TLET MN LACE PAVEMENT Y CGECC110N $1.BCRApERIPE _EP SEE NOTE 1 -0' -ES OUST 88 DR CRUSTED 5T0. 1q•1 REQ'D. ST'D. LO-. REDO. METING. GRADATION! GLA55 MEETNG Re GNroA7ON REQUIREMENT, � CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER $ PAVEMINT i NOTES: es EP I 8 L 4• PROVIDED ATTAINING WARM 4• OF ANIGECATE ON TOP OF PPE MINHRAr, EDGEDRANS IN GORE AREAS 2- WNEN TIE LONGIMINAL PPE CONNECTS DIRECTLY WO A DRAINAGE STRLICTVE OWEOP INLET, M/A10.E, ECT.1. NON-PURFORATED OUTLET PIPES ME NOT REQU TI 3. INVERT ELEVATENI AT O[ITLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0' Mi INVERT ELEVATION OF RECEIVIND ]DRAINAGE WON OR STRUCTURE. 4. ALL CONECTIONS (ELBOWS, WYES, ETC.) W OHIM PAY L S FOR CUTLET WE - - - - Mis TO BE K THE SAE CRUSHING STRENGTH M THE CUTLET PIPE. COGERCIAL SIDEWALK OR ENTRANCE UNPAVED SPACE 5. OUTLET PIPES ARE TO M INSTALLED ON 2Z WK(3%MSIRA )GRACE AND PERFORATED LOCATED EMERY 350-MAXUA OR AS NOTED ON PLANS RDRAN � G. OUTLET PPE TO BE SECURELY CONNECTED TO EW-G OR OTHER DRAINAGE I'ERrgiATED TRENCH WITH UNDFRDRNN 9 A.GECATE S11RIL•TLIRI PIPE 7. W(TIWN THE UNITS OF A COMIERO& ENTRANCE. NON -PERFORATED PIPE 5F &L- UTILNED IN LEA) OF PERFORATED PPE. MNNLINE ROADWAY 6. THE LENGIM OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST'D-CURB LIMITED TO NO MORE THAR T-O" TO PERMIT CAMERA MPECTION OF TIE MAN LINE h CUTTER U#RDRAN BETWEEN THE LINTS OF STD, CURB IN EnHER DRECTUAL IAL COMM ENTRANCE CZAR RETURNS L GUTTER GALL BE NON-PERFORAlEO PIPE. 9. IN SITUATIONSWHEN FL DEPTH OF STro 11 OPE N-piADED MATEWAL CANNOT BE MANTANED UNDER CURB AND GUTTEII. NO. 20 AGGREGATE SHALL BE USED UNDER CUB AND GUTTER. NO. 21B AGGREGATE MAY ALSO BE USED FROM TOP CIF STMIR D OPEN -GRADED MATERIAL LAYER AND CURB AND CUTTER. SPECIFICATREFERENCEN STANDARD PAVEMENT EDGEDRAIN v `•"" MAC) AND BADGE STANDARDS 240 REVISION GATESO SHEET 2 G 2 256 VIRGINIA DEPARTMENT OF TRANSPORTATION ; TOR 70 0607 W t Y LLI z aTaTaTaT� U) TI z uj G 0 CW G a qz J W Q a O w LL 1 w U) O V z_ I I O I U J �I L2 1 O O U_ I- UJI I W W a =n JOB NO. 112066 SCALE AS NOTED SHEET NO. 9 CG-12 GENERAL NOTES 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING i0 BE CLASS A-3 CONCRETE {CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 77n WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, IDLES MUST BE PROVIDED FOR DOWEL EMS SO THAT ADJDINING FLARED SUES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 'ARM 5. REQUIRED BAPS ME TO BE NC. 5 X S" PLACED T CENTER TO CENTER ALONG 'I BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE CCVER 1/,'. 7777�,E,, 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR65SWALKS ' PS SHOWN ON ALMS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LICHT POLES FIRE 121 MA% HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TMCENTIAL SECTIONS PROVIDED THAT 2'NM AT $ ,2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT .7(.7.' , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICMNOT TYPE G ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CGH3, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFC) FOR CONCRETE DEPTH. 1C. WHEN CURB RAMPS ARE USE IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 10' - 24" TRUNCATED DOME O O O O O O O O O O O O 0 O O O O O O O O + =t.177 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0o O 0 O O a C O O O O0.2'N 502 - 652 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0TOP DIAMETER 0 0 00 0000000 MVARIABLE I BASE DIAMETER 4' MINIMUM. �-II PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DE -AIL of a ALBEMARLE COUNTY GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL .'TAT AT Dr AAT 0VATS'D AT AT/)7'17C GENERAL WATER & SEWER CONDITIONS November 16, 2015 ACSA GENERAL WATER & SEWER COND177ONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS 77-IE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2 THE LOCA77ON OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT INITIAL BACKFILL BEDDING I STONE NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE * STABLE SOIL ROCK CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, *SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL AS NECESSARY, STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. #68 STONE. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS U77LITY (1-800-552-7001). FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A 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 USOIL NSTA DURING A FUTURE EXTENSION OF THE LINE. SOIL 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 10.7HE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH 77-IE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFEC77VE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). File: Q:IAdminlService Authority DetaIISITD 30 - WATERTIGHT MANHOLE FRAME AND COVER.pdf •5 DOWELS, g" LONG p' ISLE CONSTRUCTION AT 12" C-C IN. JOINT 5' M 12:1 MAX B, � I es I 12H MAX B 2- 1 B RAMP J (SEE TABLED TRUNCATE. COMES A SEE SHEET 1 OF 4 FOR DETAILS 5' -0.. MIN SHAPE TO MATCH FACE OF ROA➢WAY CURB BACK OF CURB 46 :1 MAX. 20 :1 4B IM --TMIN.--I SECTION A -A PERMISSIBLE CONSTRUCTION JOINT Jop •SECTION B-B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. CG-12 DETECTABLE WARNING SURFACE °"`ATM°" H`F°°" IEHHNCE RDEEIDE LRE15 GENERAL NOTES05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB fi" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 6 1z 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SE = 3 N to 0 Of 01 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION �I CO-2 CD-1 EW-12 YPICALI a(F LIMITS OF PAY FOR TOP OF CUT PAY LINTS FI PAVEMENT ffS OUTLET PPE CUT OUTLET PIPE TO SUBBASE TOP OF CUT C7'�'. °^E PAVEMENT BEGIN WITH 45• , BORAME J1�'' TOE OF FILL SUBBASE DITCH LINE ELBOW FILL COMBINATION LNDERDRAN 'I' ITEW-12AL)�'TT SHOULDER LINE FILL GRADE DITc LINE U. CROSSDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAv M T EDGE OF PAVEMENT CENTER LINE SECTION CROSSDRAIN CD 2 ON FILLS t; 90' TRAVEL LAMES RAVEL LANE :45 CENTER LINE SECTION �I-__ ¢__- _g____ -. (WITH TYPE 1SELECT MATERIAL) (WITH TYPE 1SELECT AUTERIALI I r:J \,A J45• .? EDGE OF PAVEMENT TRENCH PLACEMENT \ Y EDGE OF PAVEMENT PAY LIMITS FOR SHOULDER LINE SHOULDER WE TO TRENCH PLACEMENT SHOULDER LINE BEGIN WITH 45- ► E BE ELBOW FTOE OF FILL r PAVEMENT SURFACE! BASE / o0000000000000000 o SUBBASE P- EW12 o e o e o e SUBBASE LIMITS OF PAY FOR 'N t (TYPICAL) OUTLET PIPE •o•o. o. o-o-o•o-o-o-000000�-SELECT MATERIAL TYPE IORI (Y 0 o•o•e•' o 0 0 0• SELECT MATERML TYPEIORI - ""' �d .6.a.a.o Pa•6.b.d a PLAN VIEW SHOWING PLACEMENT OF o ;;;;; 157 AGGREGATE, 4B AGGREGATE OR CRUSHED o:oYo ••'•- 15] AGGREGATE, !B AGGREGATE OR CRUSHED CD-2 CROSSDRAIN "" GLASS MEETING 48 GRADATION REQUIREMENTS. VIEW 1'-0" CEOTEXTILE DRAINAGE FABRIC FRIC GEaTEXTILE 41A35 MEETING »B GRADATION REQUIRENTS. I� (PLACEMENT OF CD-1 CROSSDRAIN)ME FBRIC FABRIC 1''0'. NON -PERFORATED OUTLET PIPE OR + -PAVEMENT SURFACE a BASE TYPE OF PIPE CRUSHING STRENGTH XW,T.4" NOM.DIAMETER NW.T. 6" NOM,dNAETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI NNN 70 PSI NNN OR r PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 00 - 0 0 oa o 00 00 o SUBBASE OR CEMENT STABILIZED SUEMASE M WALL THIC(NESS (MINI - INCHES . o o 6 o - . • - • o • -o•o•o•o o SELECT MATERIAL TYPE LI OR SUBCRADE (CEMENT OR LINE STMILIZEI SELECT MATERIAL TYPEI OR SUBGRADE(CEMENT OR LIME STABILIZED) MNNTESTED ACCORDING TO ASTM D-2412 AT 5%DEFuuUuiN. TILE %001TN M57 AGGREGATE. pB AGGREGATE OR CRUSHED GLASS !FETING !B GRADATION REQUIREMENTS.657 GENERAL NOTES GEOTEXTILE AGGREGATE. GLASS MEETING MB AGGREGATE OR CRUSHED 06 GRADATION REQUIREMENTS. _ FABRIC D� r-D^ I ILL �(E GENERAL NOTES ANONOT LOCATED ATCFM5 PgNTOWHENO�CRWwBRBASE SUBGRADE ARE STABILIZED. 1. TRENCH SHAl BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 2. TRENCH SWILL BE FILLED WITH AGGREGATE AND THROUGHLY HMD TAIAPED TO INSURE COMPACTNESS. INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2• CUTLET PPE SHALL BEGIN AT THE EDGE OF TIE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. IS NON -PERFORATED OUTLET PIPE 3• OUUTTLLET9E RACED OUWE SHALL EGIN AT THE EDGE SLOPE ENT AND ELOF INAETRAVEL SHOULLME N. (3 % SHALSHARABLE) GRADE. DESIRABLE) GRADE. • _ BRIDGE "- '- SUBBASE 3. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD•2 CUTLETS FOR CROSSDRANS, THEY ME TO BE LOCATED SO AS TO OR" INTO DROP CD-2 INLETS OR MANHOLES. 5'-0" SIZE NO. 218BSEATSE MIN. DEPTH) MATERX TY� ' 4. ON SUPERELEVATED SECTIONS, TRENCH S TO BE (RIDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. TYPE OF PIPE CRUSHING STRENGTH NW.T. 4" NOW -DI WE 6" N04. OIIIAETER SMOOTH WALL PVC .103 1 0.153 SMOOTH WALL PE 1 70 P51 NNN1 70 PS NNN 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSIIRANS, THEY ARE TO BE LOCATED SO AS TO DRAINI INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET WE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1"C" ABOVE 6. INVERT ELEVATION AT CUTLET END OF CUTLET WE TO BE A MINIMUM OF V-0- ABOVE INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR STRUCTURE. INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT g. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO N WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. NNN TESTED ACCORDING TO MTN D-2412 AT 5%DEFLECTION. BE OF THE SANE CRUSHING STRENGTH AS THE OUTLET PPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER pRNNAGE B. OUTLET PIPE TO ME SECURELY CONNECTED TO EW-120R OTHER ORAWAGE STRUCTURE. STRUCTURE. SPECIFICATION REFERENCE I STANDARD CROSSDRAIN 1V00-IF 1VO= STANDARD CROSSDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS ROM ROAD Mp BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) (AT LOWER END OF CUTS) 232 501 REVISION DATE SHEET I OF 1 SHEET 1 OF 1 REVISION DATE 501 701 VIRGINIA DEPARTMENT OF IRANSPOR-Al ON O]/16 10B.05 108.04 07716 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 (L BACKFILL ILL AS BY ACSA STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING NTS FIG. W-2 TD-2 Top View 6" MINIMUM ___1 VOTE: RESTRAINED JOINT FITTINGS. -- - - - -- Side View rW1 - 42" Minimum . 41f 95%9uired q°" ed Steel Beam,4 (min, size) .° 3' min. penetration into undisturbed 45' soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 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 2R Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL RAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 45 0'D" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 7 CU. Fr. #68 STONE - NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - z' TO 10' - - -__. �8"-22"...._ 8" GATE �' '"I VALVE ol 1J TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE \V/ SOIL. STEEL PILE WHEN YHE SOIL IS DISNRBED 7 WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL" IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 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 ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. I TD-8 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID TL NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO, 68 STONE - _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL Awl CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. a FINISHED GRADE 0 ADJUSTABLE TRAFFIC RATED II VALVE BDX W/ LID II z L a z N N a --- M.J. GATE VALVE WATER LINE L_J . 25M P.S.I. CONCRETE zT 4 2'x 2' BEARING AREA. THRUST BLOCK .-4 a. °, a A 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 �E UI ,5 iN E w N oa 01 nil E Sa vH mm vW \ N� U f`aE OEoQ NU FNu E'Nlud U N0 oMaOU E \ E E Ear n 1`m vRD u E p F N E E \_E hu �0� u 0 r I z o E c E E <_ E U w E E 1O E o W N N N Q O Ot j I LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 5' MIN. VDOT CLASS 1 RIPRAP (n'P) 51 3.(1' MIN. •., 6" .. VDOT NO 1 STONE BEDDING I I B" O P4IP) D 12" CONCRETE ENCASEMENT SECTION N OT TO aA A -A MATERIAL I--► A ELEVATION K. NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3% THE TRENCH SHALL BE BACKRLLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 SCOTT/R. C(?LLINSIZ I--1 Lic. No. 035791 p 05/07/21wQ 0 1 `rSlnnrnT. ECG' C E Z z O J Q , 0 a U m E (� r/ w 0 N J E z O a F L Ln Z Uj LU ln� k li O O O O N CAI QO O 000 IA N O MU o en ,4 M in M in .•H en '-I O O jLU Q F lJ z Uj z LU L a z Q J_ Q Uj 1 ,W^ V LJ J r ^2^ Uj V z Vl LL U J �I 0 0 LU 0 w NJ a Ur) JOB NO. 112066 SCALE N/A SHEET NO. 10 ------------ 1992 FENCING AND I � ORP DNE� SNOW FENCE BOARD FENCE r Aso- CORRECT TRUNK ARMORING am TRIANGULAR BOARD FENCE / - Plant Legend 338 EXISTING STREAM BUFFER \ I / / ' J / AREA OUTSIDE RESIDENTIAL- � 9 / LOTS: 33,500 SF \ \\ 1 / / WITH RUBBERLE HOSEND GAUGE WIRE KL WITH RUBBER HOSE&TURNBUCKLES TREE PRESERVATION \ 2"x2"HARDWOOD STAKE -^�7� TREES UP TO 4" CAL. SHALL BE STAKED 1 a' � Iy/�I WITH z-z"xz" HARDWOOD STAKES. a9 y1, 1� AREA: 1g,6955F _ CUT &REMOVE BURLAP FROM TOP _� V^ III{/ TREES OF 4" CAL. OR LARGER SHALL BE N COMBINATION OF 1 1 1/3 OF BALL AS SHOWN /' K GUYED WITH 3 EQUALLY SPACED, TWISTED, DECIDUOUS&\ ` \ _ SCARIFY SUBSOIL TO 4" MIN. DEPTH 1 - AND TURNBUCKLES. LOOP HOSE AROUND EVERGREEN TREES -� - / TRUNK. FLAG WIRES WITH COURVEY TAPE. \ }- �``� MULCH SAUCER /} \ S�6eS FINISHED GRADE 1 1/�✓ FURTHEREFER R INFORMATION FOR /V /� FURTHER INFORMATION TREES LETO4 CAL SHALL BE STAKED. My. f \ \ TREES 4" CAL. OR LARGER SHALL BE LIMITS OF TREE PROTECTION - EXISTING1 0' 4�'y GUYED WITH 3 EQUALLY SPACED FENCING TO PROTECT THE' d'4 PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (so TREES IJAP ULMUSAMERICANATRINCETON' PRINCETON'ELM 10-12'HT 1 397 1 29 1 11,513 QS QUERCUS SHUMARDII SHUMARD OAK 10-12' HT 329 25 8,225 QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 46 21,666 QP QUERCUS PALUSTRIS (OFFSITE R/W) PIN OAK 31/2" cal. 471 3 1,413 UNDERSTORY TREES EVERGREEN TREES IN ILEX x'NELLIERSTEVENS' NELLIERSTEVENS HOLLY 5'-7'ht. 1 44 23 1 1,012 MG I MAGNOLIA GRAN DI FLORAUTTLE GEM' JUTTLE GEM MAGNOLIA 6'-8'ht. 1 82 1 18 1 1,476 TOTAL CANOPY I I I 1 1 43,892 Lic. No. 035791 It, 05/07/21 w'0 o1sI0NAL E�Ol > 4# z � LLz, f 1 Q J Z O < Q L > Z F 2 L ] z d - z g a a o Le O � L Q L t J L Ir Z ED y S \ CANOPY REQUIRED = 2o°hx(5.842 AC - 0.769 AC - o.io2 AC) j `m w (n o ` \� TREE PRESERVATION \ CANOPY REQUIRED (20%) = (5.842 AC - o.871 AC) x 20% o.9942 ACRES 43,3o8 SF �/ W � J Q AREA: 5,105 SF \., PROPOSED PLANTING CANOPY CALCULATIONS: 1.008 ACRES 43,892 5FLu F Source: Va. DSWC Plate 338-2 z0 F 0 �w COMBINATION OF zz z \ DECIDUOUS& Conservation Plan Notes: _ \ \ \ EVERGREEN TREES S �� p o III-401 \ PROPOSED6' ���A 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT g J d s4 % LANDSCAPE AND �' �A OPEN �'�PROPOSEDPRIMITIVE �� CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE m ED / TRAILWAY TYP. TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE j MAINTENANCE \ �\ 5 E C / ( ) \ �� COUNTY ENGINEERING DEPARTMENT. o Ln ED h € LOT/12 EASEMENT 3 9 / \ z O u0i o CouB of Albemarle / 1. 6 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL O Conrervation Plan Checklist - To be placed on Landscape Plans SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. w = w (Handbook, pp, IH-284-111-297 for complete specificamins) °''. - \ �\ LIMITS OF TREE PROTECTION 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES 1. Thefononmeitcnt.l nbe�bnwnunNenwn: I� I �, \ LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE e Z1 to be saved); Trees mbesa a, / LOT FENCING TO PROTECT THE PRESERVED AND PROTECTED. ° El Lumps of clean outside dri line of trees ' rig C P WOODED AREA T BE I v 00 S O ® Location and a of protective fens I V o type P rig: - e PRESERVED ON SITE S 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / S O 0 Grade changes aginvgtreeweuenrwa0s, �� LOT 16 V �� PRESERVED AND PROTECTED. 0 0 0 o r4 N Proposed treneldng ortumdhrg beyond the hunts of clearing. ' l w N N N N \ \ I :I ��� / _ A 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE ¢ CD 00 Ln N o E 2. MarW�s: �ti = M M a - O All tines to be saved shall be marked with prim ornbbon in a height clearly visible to equipment operators. � � �� '-. A �A\ � � `, PRESERVED AND PROTECTED. O � fn O O A 9 Nogmdingshall begin until the trxma�nghas been inspected and approved byaCounty liespecom. LOT 10 -' AV A N 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED / LOT 1 ` \ \ o BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. Pre-Construcllon Conference: -� z / k] Tree presewameandprotecdeam�messhallberehewedwith matrecroroaaae. _ �' 77 /' 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR 4. EanmmentOperation and Storam: f (_ '° �' V A N /� OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS equipment, storage including per,n p - � � \ N OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST T� � � Heavy ui merit, ve}deWm traffic and sfor a of construction mdedWs inel soil shall not be tted wiNu the Ni Imm of trees \ to be saved. EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT L o \\ \ \ 11 TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 5. Sun Eresmnand StermwaOer Detention Devices: Q o \ ® Such devices shall not adversely affect trees m be saved. / L O T L ZIT 18 \ °N . / / / \ \ N 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND ���\\\ \ \ PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION o re 6. Fire,: - AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A m f7 Firm anotpomittedwithin 100fretofthedriplinsoftram tobesaved. / --- L \ °r. \\ \� / PROFESSIONAL FORESTER OR TREE SPECIALIST. m Z t 7. Task Materials: L i ■ � \ / 9. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND ® Toxic materials stall not be stored within 100 feet of me dtrpline of Ems to be saved. m x '..� \\ / Uj PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT N C o S. ProtectiveFeneioe: . �: 1 PE� i \ ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL G R 0 Trees to be retained within 40 lost of a proposed building or grading activity shall be protected by fencing. « I : ` I� - ,,.� \ \ / Lj I S LOOSENED. M J I I \ fl Frndng shall be m place and shall 6e inspected and approved by a CountyInspectorpnor to grading or construction. / 1 OT � A ` \ \ / ° L.jJ\\ _ \ 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN 'c 9. 1..Well.: 0]2A" V �A /� / MEASURES REMOVED DURING THE FINAL CLEAN-UP. �1 ° ® When the ground level most be mused within the dnphne of tree to be saved, a tree well shell be provided and a construction detail f \\ \ \ \ \ submitted for approval. N / / \\ \ - \ \ v / - - PROPOSED 6' C� U--I lo. Treewanro - ) _ PLANTING STRIP. A �� .. P 5 M m 0 When the ground level most be lowered within the dnphne a tree to be save], a tree wall shall be provided, and a construction detail � : A to \ / aubmnad fora approval. I nnneunn /I ■ \ \ LE i \ \ N N . TreehineandTnnr: � - LOT 7 .; ( x ( � LOT 17 � A EE, EXISTING1oo � � N Q � UWhen trenching is required within the limits of clearing, it shall be done as far away from the Nmks of trees as possible. Tunneling �� I ■ \ �\ �� \ \ STREAM BUFFER O er unda large tree shall be considered w an altemetive when it is anticipated Nat nemsaty trenching will destroy fceder roots r Q 12. Cleans : ) f KCREAtiION \� _ e \ s o Ll Protective fencing shall be the last items removed during the final deannp. "� / ' I 1 I LOT 2 O I c2 R EA \\\ \\ ' / \ i y �r / \ \ \ \ 1 \ \ \ \ \ \ 1 l I < m LJJ c 14. Discussed Treer: c f ° XI Dam trees shall be treated immediately by pinning, fertrliaation motharmelhods racommrnded by atrea specialist / \ I LOT 6 : I� h \\ ` / / \ \ \ ` �' J z NOTE: IT IS HE Q DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. / \ I \ �, \\' \. \ \ \ . \ /r o /-.- z • \ I \ -'\ \ \ \ \ \ \ \ / \` U) J 05/06/21 - LOT 5 - �I LOT 21 I 2guAP - s �, W Q o OWNERSIG ATURE (DATE) I V O N _ ` R PROPOSED STREET - I + \ \ \ \ �\ \ \� \ ■ 0r 3 TREES (TYPJ \ "� O z , CONTRA6/1706 Pape1afl CT PURCHASER SIGNATURE (DATE) 1 I x ° I LOT 2 I \ \ \ \ \ S c �OT 22. , _ �5QS LOT.3o: LOT......., 1 s \ �l� LOT 28vv _I I \\ y z V o L N2. OTE:LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL U LOT4LU a, NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO FEET ABOVE GROUND AS A CLEAR \ �= - I LOT 27 P \ \ \\ \ ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. v , o Q Z 0 2 Q LOT 3 Q D Ul X �� I­_w (18)M - LOT 2Lt 002 \�� w �o ` 10� Lr) :• i i I an 4 I- V / J LOT 33 O 3) INLOT 1 �� LOT 25 i ii w .° 2 � i �� y ■ o STREAM B WOODED AREAS TO BE \ HT TREE TWISTED, S12 GAUGE WIRE WITH HOSE AND HOSE _ - , / GUYWIRES WITH RUBBER HOSE AND Note: Total Canopy does not include the (3) Offsite R/w QP trees PRESERVED ON THE SITE' - -. _ l - _\ - '_ _ BRANCHES AS '` S�.UI VV TURNBUCKLES UP TREE /3 OT NOTE: i - - � -III - -_ n III=III ' SHOWN, FLAG WOVE AS SHOWN, FLAG WIRES WITH COURVEYTAPE. REFER TO SPECS \y �\vl 5' 2"xz" HARDWOOD STAKES, ALIGN 1. STREETTREES PROVIDED 40' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. /� IIIIII ✓ -III FOR ADDITIONAL INFORMATION. / TOP OF STAKES 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE 11= III _ -III III III- AMENDEDSOILMIX I, I I I MULCH SAUCER HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / 11, u COMPACTED SUBGRADE /n' JI Y AMENDEDSOILMIX 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE / �ll� MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES \ AND ACCOMMODATE PEDESTRIANS. Tree Planting and Staking Detail g g IIIIIIIII 111-11 4. TOTAL STREET FRONTAGE =ggo'(INDIGORD)&84o'(CRIMSONST)=1,830' LOT 1 S III REQUIRED STREET TREES: 46 (1TREE PER EVERY 40' OF STREET FRONTAGE) Not To Scale CUT AND REMOVE BURLAP FROM TOP PROPOSED STREET TREES: 49 III III 111 343 OF BALL AS SHOWN NOTE: 99o' OF STREET FRONTAGE ALONG INDIGO ROAD _ -- - SCARIFY SUBSOILTO 4 "MIN. DEPTH REQUIRED STREET TREES: 25 LOT 14 -I-III III III I III III COMPACTED SUBGRADE PROPOSED STREET TREES: 28 NOTE: 840' OF STREET FRONTAGE ALONG CRIMSON STREET ( III III / \ REQUIRED STREET TREES: 21 PROPOSED STREET TREES: 21 13 Evergreen Tree Planting Detail SLOT -� Not To Scale TOTAL SITE AREA: 5.841ACRE5 254,4345E TOTAL STREAM BUFFER AREA (OUTSIDE LOTS & ACCESS ROAD): 0.769ACRES 33,500 SF _ TOTAL ACTIVE RECREATION AREA: 0.102 ACRES 4,450 SF CANOPY REQUIRED = 20%(SITE AREA - STREAM BUFFER - ACTIVE RECREATION) V/ ZZ O ex , L O U U w m � V) J L '..' o l W Z W E - - - _ - (0.025 �Tn �r 1Ti / ALL 6� LUb u (49) QP STREET � 02 AC) 136 ` - 30 / 0 15 30 60 12 BeNA) y a 1 �67� � � �66- � TREES-�fi66� 21 � s y y y SCALE � CLAUDIUS - \ CROZET ( IN FEET ) \ SHEET NO. 11 s 66�� GOAL I FENCE PARK I iDcn = so f m 10 Design Year: 10 Project: Foothill Ph W Job #: 112066 Prepared by: Design Storm Yew = •1 •• •'1 • •a 1 II 1 • • 1 0' 0 • a •' 1 •• a • II 1®' � 1 1 •1 1 1 11 1: -©--_IIIIIIIIIIIIIII■--- '®•' '®' IIIIIII� 111 ®_�_®' ®_ ©' 111 1 1 111 IIIIIII�®�® -�--_IIIIIIIIIIIIIII■IIIIIIIIIIII■-- '®' III 1 1 1 11 ®��® ®_- 111 1 •1 111 �_®" �_®_--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®-���� 11 '®' ®--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- �' 111 1 •1 111 ®���--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®- 11• IIIIIIIIiGi� 11 11 11 '®' �--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- -�' --_IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII,-- . • 11 �® 1 1 .1 ®�®' IIIIIII� -���� 11 '®' ®---IIIIIIIIIIIIIIIII■IIIIIIIIIIIIIIIII■-_- -®--_IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII,-- "®' ' :®'� '®" 11 .' ®_®_�_®' ----_------IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®-���� 11 '®' ®--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- Structure Area CW tr Owl (Acres) (Min.) IAT CIU 5.0 G: R ENT 2 0.00 0.90 205 P 4 0.00 0.90 5.0 6 0.00 0.90 5.0 11 8 0.00 0.30 5.0 10 0.17 0.79 5.0 12 0.27 0.86 5.0 14 0.13 0.90 5.0 16 0.00 0.90 5.0 0 18 0.09 0.83 5.0 20 0.61 0.76 5.0 22 0.30 0.72 5.0 S 97 24 0.09 0.85 5.0 28 0.03 0.70 5.0 28B 0.27 0.72 5.0 26 0.23 1.0.72 5.0 # RANA ° � ) 990 ACRES ZONING�.R-6 RESID I 3924 PG. 271 I I I 56A2- - 300 .I I JONES, BEND MARTIN I OR SARA BE 0.2120 ACRE w I I I ZONING: R- SIDENTIAL s I I I D.B. 4369 PG. 1 9 ice o I I I 056 - 200 BEASLEY,ALBA OR PAMELA B I I 0.2120 ACRES I ZONING: R-6 RESID I I B. 2275 PG. 096 .I I � J 056A2-0 0-00100 MACLE , GERARD E \ OR AMY \ 0.2710 AC ZONING: R- RESIDENTIAL D.B. 28 .731 • i I 11 I ) Lk1 I r 7LT cur Table 6: Sump Inlet Design Table IIIIIIIIIIIIIIIIIIIII, "'®�. III®®' 111 11 ® 11 _-__------_-- IIIIIIIIIIIIIIIIIIIII, ' '®" IIII�®® 1 11 1 1 ® 11 _-__-----{�-_-- ®---____-_-__ IIIIIIIIIII� IIII�®®�����®��� YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' (ft SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SIZE RIM ELEVATION YD-6 YARD INLET N/A 24" 674.33 YD5 12 57.50 0.82% 669.00 668.50 HDPE YD-4 YARD INLET N/A 24" 673.66 YD-3 12 50.42 0.88% 668.40 667.92 HDPE YD-2 YARD INLET N/A 24' 673.00 YD-1 12 75.30 2.30% 1 667.82 1 666.00 HDPE YD-1A YARD INLET N/A 24' 671.90 YD-1B 12 15.02 2.16% 665.90 665.49 HDPE YD-12 YARD INLET N/A 24" 664.00 YD-11 12 28.00 0.50% 661.36 661.20 HDPE YD-10 YARD INLET N/A 24" 665.11 YD-9 12 31.09 1 0.50% 661.10 1 660.92 HDPE YD-8 YARD INLET N/A 24" 665.91 YD-7 12 75.61 0.50% 660.82 660.42 HDPE YD-7A YARD INLET N/A 24" 666.09 YD-7B 12 14.72 0.50% 660.32 660.23 HDPE YD-14 YARD INLET N/A 24" 669.25 YD-13 12 67.71 4.30% 664.00 660.92 HDPE YD-18 YARD INLET N/A 24' 663.63 YD-17 12 47.26 5.76% 658.00 655.05 HDPE YD-16 YARD INLET N/A 24' 659.05 YD-15 12 40.18 2.15% 654.95 654.04 HDPE b O � I .� -666 i sa 056A2-0 Ol 0 072A0_ �� "°'"• w /'07` i2C S ---MC 11.6650 ACRES PARK ZONING: RURAL ARE Ay' D.B. 1536 PG. 408 / / \' _ w w f w r C T " �` GRAPHIC SCAM 6 �N� \ ���� .y 33 /J 1 50 0 25 50 100 200 r \ S �O i ( IN FEET ) � 'q /C ...�� T 35 I inch = 50 ft.A(EN f INLETS 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 Ln c im a d d 0 y ry d 0 m E s m 0 ffi 3 c .22 01 om c o m m 10 ry c' N a m m a c E c O 0 `` w in w t '° N ❑ a > J Q U U d d CT N♦ N y m H a v H Left 0.17 0.86 0.00 0.58 0.0010 0.0200 2.0 0.0833 4.1650 8.40 right 0.10 0.86 0.00 0.0010 0.0200 2.0 0.0833 4.1650 6.88 12 3C 6.0 binedflow 0.12 0.264 6.05 Maximum allowable spread=15' left 0.13 0.76 0.00 00010 0.0200 2.0 0.0833 4.1650 7.25 right 0.48 0.76 01.151 0.00 :0.334 0.0010 0.0200 2.0 0.0833 4.1650 11.83 20 3C 6.0 bined flow 019 0.418 9.59 Maximum allowable spread=15' left 0.18 0.72 2 0.00 0.0010 0.0200 2.0 0.0833 4.1650 8.03 right 0.09 0.72 6 0.00 0.26 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 6.19 28B 3C 8.0 combined flow 1 0.8 0.09 1 0.207 1 Maximum allowable spread=7' Table 6: Sump Inlet Design Table 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 P. _ m C dp 0 N c y2 y OU Z,• d rym U V O F 'gyp' �L' W a jo` $ Q £ y t E a > -j Q Ci U O O O left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.08 right 0.10 0.86 0.086 0.56 0.00 0.56 0.0010 0.0200 2.0 0.0833 4.1656 8.26 12 3C 6.0 combined flow 1.5 0.17 1 0.365 1 8.36 Maximum allowable spread=15' left 1 0.13 10.76 10.099 0.64 0.00 0.64 0.0010 0.0200 2.0 0.0833 4.1650 8.70 right 0.48 0.76 0.365 2.37 0.00 2.37 0.0010 0.0200 2.0 0.0833 4.1650 14.20 20 3C 6.0 corbined flow 3.0 0.27 1 0.578 13.25 Maximum allowable spread=15' left 1 0.18 10.72 10.1301 0.84 1 0.00 0.84 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 9.63 right 1 0.09 10.72 10.0651 0.42 1 0.00 0.42 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 7.43 28B 3C 8.0 corbined flow 1.3 0.13 0.286 6.55 Maximum allowable spread=7' Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 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 w v c a p N o a 0 s o 0 m N �1dr C + Tc 2u _ o ouc o 0 N o `m Da 0 o a U o A a rnm d +m E ch a ui a ii - d (i ci ci c6 1. w° ro JS : a 10 38 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 1 0.1463 1 0.1561 6.22 1.29 1.00 0.54 0.00 1 Maximum allowable spread=15' 14 3B 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0336 0.0200 2.0 0.0830 4.1500 4.00 0.95 3.5120 0.1463 0.1590 6.00 1.33 1.00 0.47 0.00 Maximum allowable spread=14' 18 3B 8.0 0.09 0.83 0.075 0.30 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1463 0.1634 4.93 1.62 1.00 0.30 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 0.216 0.86 0.00 0.86 0.0335 0.0200 2.0 0.0830 4.1500 5.03 0.88 3.5120 0.1463 0.1488 8.08 1.49 1.00 0.86 0.00 Maximum allowable spread=14' 26 3B 4.0 0.23 0.72 0.166 0.66 0.00 0.66 0.0209 0.0200 2.0 0.0830 4.1500 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.66 0.00 Maximum allowable spread--14' 28 3B 12.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0626 0.0200 2.0 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.08 0.00 Maximum allowable spread=7' Table 7: Grade Inlet Design Table Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, It is 0.013 Inlet Hydrology Curb and Gutter Inlet v � 2 N 0 N N L m m o c c a +X p O. 1r d i0 0 " > 3 iJl °1°i O N 0` U N N > C O U O 0 °I Y = to N U C O U N rrR r+-00 Op ` O ; N .°1. C 3 to N ` X °r p 16a rn rL' 11 C m C O z ❑ rn m N N ui 0- > - d (i 06 a a ui n w° of 09 = J i7 a 10 3B 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 12.0 1 0.0830 4.1500 1 5.16 0.88 3.5120 0.1463 0.1488 7.85 1.02 1.00 0.87 0.001 IMaximum allowable 14 3B 8.0 0.13 0.90 0.117 0.76 0.00 0.75 0.0336 0.0200 2.0 0.0830 4.1500 4.79 0.89 3.5120 0.1463 0.1502 7.62 1.05 1.00 0.75 0.00 Maximum allowable 18 3B 8.0 0.09 0.83 0.075 0.49 0.00 0A9 0.0346 0.0200 2.0 0.0830 4.1500 4.03 0.95 3.5120 0.1463 0.1590 6.15 1.30 1.00 0.49 0.00 Maximum allowable 22 3B 12.0 0.30 0.72 0.216 1.40 0.00 1.40 0.0335 0.0200 2.0 0.0830 4.1500 6.04 0.81 3.5120 0.1463 0.1385 10.33 1.16 1.00 1.40 0.00 Maximum allowable 26 3B 4.0 0.23 0.72 0.166 1.08 0.00 1.08 0.0209 0.0200 2.0 0.0830 4.1500 5.97 0.99 3.5120 0.1463 0.1649 7.23 0.55 1.00 1.08 0.00 Maximum allowable 28 3B 12.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0626 0.0200 2A 0.0830 4.1500 2.24 0.88 3.5120 0.1463 0.1488 4.49 2.67 1.00 0.14 0.00 Maximum allowable PIPE DESIGN n = 0.013 � C i E 'Lo^ r o m c .4' v n E f/j h ry o+ y 5 E d g o E c o 'c v E 3 o E 0 o '^ u y 5 w c E 1= 1: ° E m O _ > 3 W _ Q .10.. U U U H O O > C J C N ❑ LL > IL Pipe run: STP-14 - OUT 14 10 0.13 0.90 0.117 0.117 5.00 6.67 0.78 0.78 658.26 658.06 29.9 0.013 0.0067 15 5.28 3.01 0.17 10 8 0.17 0.79 0.134 0.251 5.17 6.61 0.89 1.66 657.96 657.81 25.7 0.013 0.0058 15 4.94 3.58 0.12 8 6 0.00 0.30 0.000 0.484 5.47 6.52 0.00 3.15 655.56 655.29 50.3 0.013 0.0054 15 4.73 4.11 0.20 6 4 0.00 0.90 0.000 0.484 5.68 6.45 0.00 3.15 655.19 654.38 157.4 0,013 0.0051 15 4.63 4.05 0.65 4 2 0.00 0.90 0.000 1.695 6.32 6.26 0.00 10.61 654.29 653.75 21.5 0.013 0.0252 18 16.66 9.93 0.04 2 OUr 0.00 0.90 0.000 1.695 6.36 6.25 0.00 10.61 653.65 653.10 22.6 0.013 0.0244 18 16.41 9.84 0.04 Pipe run: STR 12 - STR 8 12 1 8 0.27 0.86 0.232 0.232 5.00 6.67 1.55 1.55 656.16 655.66 95.8 0.013 0.0052 15 4.67 3.39 0.47 Pipe run: STR-20 - STR4 20 16 0.61 0.76 1 0.464 0.464 5.00 6.67 3.09 3.09 657.12 656.69 81.6 0.013 0.0053 15 4.69 4.08 1 0.33 16 4 0.00 0.90 1 0.000 1.212 5.81 6.41 0.00 7.77 656.59 656.05 95.6 0.013 0.0056 18 7.89 5.09 1 0.31 Pipe run: STR 18 - STR 16 18 1 16 0.09 0.83 0.075 0.075 5.00 6.67 0.50 0.50 659.00 658.50 31.2 0.013 0.0160 15 8.17 3.58 0.15 Pipe run: STR-28B - STR 16 28B 1 28 0.27 0.72 0.194 0.194 5.00 6.67 1.30 1.30 667.08 665.49 126.0 0.013 0.0126 15 7.26 4.42 0.48 28 1 22 0.03 0.70 0.021 0.458 5.48 6.52 0.14 Z98 665.39 658.64 119.7 0.013 0.0564 15 15.34 9.52 0.21 22 1 16 0.30 0.72 0.216 0.674 5.68 6.45 1.39 4.34 658.54 656.69 63.9 0.013 0.0290 15 10.99 8.37 0.13 Pipe run: STR-26 - STR28 26 1 24 0.23 0.72 0.166 0.166 5.00 6.67 1.10 1.10 667.17 665.83 28.0 0.013 0.0478 15 14.12 6.65 0.07 24 1 28 0.09 0.85 0.077 0.242 5.07 6.64 0.51 1.61 665.73 665.49 45.5 0.013 0.0053 15 4.69 3.45 0.22 lt YK1]IWI[/011111060lI II I& Lic. No. 035791 L� p 05/07/21 V) ` Z z O O a � k W 0 m (n J [ t 0 Q C zUjW � t O O O O N QO O 0\D 1\A N o Mo IV 0) M C'7 1 W N O (N W N 1 > LU -j J J >r^ W L9Uj N J E kmQ m E o' W U r LLI r I- II, Zw NW U) x L E r LLI J0� /Q V 0c) O N U z LU G M LU Q 0 z Q Qj U 0 ^x °c z / J LU[,^) Q L1J LL I I I < z 111,`1J'I. z ,� V / I L. J J I� 0 w w a Ln JOB NO. 112066 SCALE 111 = 5Or SHEET NO. 12 Rev.3-83 ' '� ❑� V �O/ CULVERT DRAINAGE PLAN Rev. Project Foothill Crossing Phase V Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Culvert beneath Pedestrian & Emergency Access Rev. Dale Data 3128/19 AHW Controls STATION: HYDROLOGICAL DATA D.A. = 53.4 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Culvert DA: Cw - 0.38, Tc - 27 min., 12 - 2.5 in/hr, 110 - 3.4 Whir, 125- 3.9 Whir - = Shoulder elev. 649.0 CL elev. 649.2 DISCHARGES USED RISK ASSESSM ENT ADT Skew ° Cover n Q 2 = 50.73 CFS Detours Available Length 0 -715-= --6F9SCFS Overtopping Stage Q T5--_ -7 .fT--CFS Flood Plain Management Inv. B. 641.5 So= 0.50% Inv. El. 641.16 Q CFS Criteria and Significant Impact Orig. Gr. Elev. L= �� Orig. Gr. Elev. _= Q = CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat. COMMENTS INLET CONT. OUTLET CONTROL HW/D 7 HW Ka do (dc+D)12 ho H LSo I HW C.M. Smooth Outlet Controlled w/downstream dprap. Proposed 36"RCP Culvert (10yr) 68.99 68.99 2.0 6.0 0.5 2.6 2.80 2.80 4.0 0.3 6.5 6.5 N/A Culxert shall becountersunk 6". Outlet Control led wl downstream dprap. Proposed 36" RCP Culvert (25 yr) 79.14 79.14 2.5 7.5 0.5 2.9 2.95 2.95 5.0 0.3 7.6 7.6 N/A Cuhertshall be countersunk 6". Design Flood Exceed. Prob. Bev. _ Overbp Flood Exceed. Prob. Bev. SUMMARY& RECOMMENDATIONS: Base Flood 1%Exceed. Prob. - Elev. SCALE 1"=1oo' ING �♦ // STREAM I 1 \ /� • // / // / //5 ♦� /i Ipp iCOTT/R. Cn-LLIN: Lic. No. 035791 t, 05/07/21 \ ♦ / 1 /� 53 4 acuH / I V Y/ �(� v \ \ N N N N 1fl ♦ / / / / Tc-27 min. / PROPOSED- \ �l^� \ ♦ / \ / / / /440' O CHANNEL / / I / / / /CCD CD ULVERT \ / FLOW�A ELEV. =35' \ J // / (Tc/2 min.) / / / //' / / I 1,609 6F CON NTRATED /�� �� �- - CY) FLAW AT lOf[/ \ h \ S \ \or UJ (TC=3 min. EXIISTING � � �- �- � \ S - _ �' - A � � � � C0 Q STREAM YP/ r / ♦ J / / / FOR FAD AREAS / / _ / \ \ O 04 LU / /WITH A 0w=035� - s (1�-.5 ac.) - / N / v N Q I S o LU > o LU Q 11�� , SI 6NTIALN . 1 AFtE S WITH / ������ / / / 4� . °y O - z(28.0 ❑ �� 1 \ \ (28. 0.40 \ ^ ■■■� �■ HILL TOP STREET w /w w w ry - - - LU / T< w\ MOPO ! 1 / \ \ \ / � / � _� /�� ❑ / \ � � � s..O (WITH T IS P "~ U U J ITS WAT RS E BELOW THE - / . ■ ■ / �❑ ❑ / \ \ a PR POS D CULVERT / / �- i < , 1 . �1J D ^ Q o F- 650 P UPSTREAM END OF PROPOSED CULVERT SHALL BE COUNTERSUNK 6". PROPOSED INVERT ELEV.=641.50'. CONTRACTOR SHALL FIELD VERIFY CHANNEL BOTTOM ELEVATION & ENSURE CULVERT IS COUNTERSUNK 6". CONTRACTOR SHALL LINE THE CHANNEL BOTTOM, A MINIMUM OF 20' IN LENGTH, WITH VDOT STD. CL. II RIPRAP. CONTRACTOR SHALL LINE THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM FROM THE CULVERT. 65o OWNSTREAM INVERT ELEVATION OF PROPOSED CULVERT=641.16. DOWNSTREAM 'END OF PROPOSED CULVERT SHALL BE SET 6" BELOW EXISTING CHANNEL BOTTOM ELEVATION. CONTRACTOR SHALL FIELD VERIFY CREEK HANNEL ELEVATION & ENSURE CULVERT INVERT IS BELOW INITIAL CREEK BOTTOM ELEVATION. RIPRAP OUTFALL WITH GEO-FABRIC UNDERLAYMENT RIPRAP OUTFALL WITH LENGTH=20' GEO-FABRICUNDERLAYMENT 0+50 1+00 WIDTH=i8' LENGTH=20' PROFILE SCALES DEPTH=2' DEPTH=2$' CULVERT 1" 0'((H) OPOSE GRADE/ EMERGENCY ACCESS ROAD 3 " CL. III RCP 6 .00' @ o.5o% 645 645 (STING G ADE/ CHANNEL 640,ii� 640 rn m Cc 't cc s W W LU zLU \ v ❑ CULVERT DETAIL \\ \ --- - 1On' WPO STREAM- \ --- BUFFER; 3YP. � O C3SCALE 1"=30' V A \4 J \� UPSTREAM END OF PROPOSED CULVERT \ \ LL1 U \ SHALL BE COUNTERSUNK 6". PROPOSED TING SANITARY SEWER -011 INVERT ELEV.=641.50'. CONTRACTOR - _ \ TO REMAIN UNDISTURBED �/ J SHALL FIELD VERIFY CHANNEL BOTTOM BENEATH PROPOSED FILL ELEVATION & ENSURE CULVERT IS _� Q COUNTERSUNK 6". PROPOSED -- _ VDOT STD. , - IIJJ / �0'/JPO STIR EW 1 O�� BUFFER, TYP. N O CROZET O PARK POOL EXISTING SWM FACILITY \ \ \ EXISTING fI1�111 tIII y \ STREAM, TYP. 0 w CONTRACTOR SHALL LINE THE \ s a U, c+ 2. \� CHANNEL BOTTOM, A MINIMUM OF JOB NO. P IC SC AL ~ \ 20' IN LENGTH, WITH VDOT STD. CL. \ 6 p0E $ \ THE CAN EL BOTTOM UPSTREAM & DOWNSTREAM INVERT ELEVATION OF PROPOSED II RIPRAP. HON112066 \ioo so ioo zoo aoo y - \ DOWNSTREAM FROM THE CULVERT. CULVERT=641.16. DOWNSTREAM 'END OF SCALE ❑ \ PROPOSED CULVERT SHALL BE SET 6" BELOW \ S AS SHOWN E \� EXISTING CHANNEL BOTTOM ELEVATION. 66y z \ \ OP�E�N CONTRACTOR SHALL FIELD VERIFY CREEK �- SHEET NO. ( IN EET ) , �� SPA C CHANNEL ELEVATION & ENSURE CULVERT INVERT \ 100 6 0\ - \ IS BELOW INITIAL CREEK BOTTOM ELEVATION. 13 I inch .+e m FIRE PIT I P 4e' - E fN:. y.N-.. _ �.y -, Ate• _ 6 { ' MAUNFACTURED B UI PER �� ~ •t NATURAL BOULDERS �f ti s f 1 3 >kKIMAGE EASEMEHT e. a pgk 9fi i o e a• c4 £2 st ✓L - ®2�fr�W6'��fFdLOfr'1i .� (3) 4' BENCH SWINGS STEEL BEN �116 �J>>IELY I PRIMITIVE - �� . • . � ems. 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