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HomeMy WebLinkAboutSDP202200035 Plan - Revision 2022-08-17GENERAL NOTES OWNER: STANLEY MARTIN HOMES LLC 11710 PLAZA AMER/CA DRIVE, SUITE 1100 RESM N, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES _ 404 PEOPLE PLACE SU17E 303 PLEASANT GREEN PHASE IIB III CHARLOTIESVII.a. VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESNLL& VA 22902 (434)293-37/9 TAX MAP Na: OISSCO-03-00-00040 - STANLEY MARTIN HOMES LLC (16.278 AC) 056AI-01-00-025W - STANLEY MARTIN HOMES LLC (1.84 AC) FINAL SITE PLAN 056Af-01-00-029RO - STANLEY MARTIN HOMES LLC (d030 AC) PORTION OF EXISTING CLING LANE R,w - 0 343 ACRES W H I T E H A L L DISTRICT TOTAL AREA: 21.284 ACRES (PHASE NB & PHASE Il - NET ACREAGE) NOTE PHASE I (RECORDED NV JANUARY 2626) S iQ377 ACRES & PHASE IA (RECORDED IN MAYl54933ACHES ALBEMARLE COUNTY, VIRGINIA ZONING.`• R-e R-6 RESIDENTIAL, STANDARD, CLUSTERLEVEL CLUSTER DEVELOPMENT WITHFLOODPLA/N AND STEEP SLOPE OVERLAY DISTRICTS PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENTINCLUDD SPf990-OOf03 LOD2014-00009 LOD2021-00018 SUB20f5-00029 SUB2017-00099 FDP2021-00004 PROPOSED USE: 145 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TOMNHOUSE UNITS) - �] + 28 SfD LNWTS (NOT INCLUDED W/ SITE PLAN) NOTE U 28 SINGLE FAMILY DETACHED RESIDENTIAL NITS ARE INCLUDED WITHIN PHASE 118 - & PHASE III DEVELOPMENT, BUT THESE 28 UNITS ARE NOT PART OF THE 97F PLAN.it TOTAL UNITS WTAIN PHASE 119 & PHASE N ARE 175 UNITSNOTE TOTAL UNITS WTHIN PHASE NA: 24 UNITS (14 SFA UNITS B /0 SD UNITS) I I, ElIt ❑I'` ❑ _-T- DENSITN ALLOWABLE DENSITY, STANDARD LEVEL CLUSTER DEVELOPMENDIF DU/AC (NET DENSITY) I I ------ PROPOSED DENSITY.• THE OVERALL NET DENSITY FOR PLEASANT &TUN B/W PHASE /.J--- PHASE It, AND PHASE N/ DOES NOT EXCEED 6 UIWIS / ACRE _ _ ' PHASE / RECORDED ACREAGE = 10,377 ACRES & 50 UNITS PHASE III & /N GROSS ACREAGE = 31.09f ACRES (MCISS ACREAGE) I p � II I � I n C I PHASE III & NET ACREAGE' = 30.70 ACRES (NET ACREAGE) 0 I I I ' � '1 y I ' OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 UIWTS / ACRE = 247 UMTS LLLJJJ I n OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UIWTS - PHASE1. 24 UNITS - PHASE IRA, 8. 173 UNITS - PHASE NB X PHASE Ill) OPEN SPACE TOTAL REQUIRED OPEN SPACE (25X OF TOTAL PLEASANT GREEN DEVELOPMENT) - TOTAL REQUIRED OPEN SPACE = 41.466 ACRES x 25S = 1Q357 ACRES TOTAL OPEN SPACE PROVIDED: 1. PHASE I OPEN SPACE 4.243 ACRES (PLATTED - MAW PG297)) G - - - - - - - - EXISTING RAILROAD 2 PHASE 11A OPEN SPACE 1567 ACRES (PLATTED - INST.P20220005001)- d PHASE NB & PHASE NI (7.8M ACRES -36.62E 7MS PINASE) - - —� - :.::.' .wyw;....:. ° OPEN SPACE A- 0.489 ACRES OPEN SPADE 6- 0.20E ACRES _ " �1 —� 1 .•::.;: 1 „° I r - - -__ _ _ - - -- OPEN SPACE C = L378 ACRES OPEN SPACE D = Q142 ACRES a; ° OPEN SPACE E = a192 ACRES OPEN SPACE F = Q122 ACRES ® _ OPEN SPACE G = 0,066 ACRES OPEN SPACE H = 1273 ACRES I — MccoMesrREEr 1 1 1 NG RAN - - -- NOTE* OVERALL OPEN SPACE' FRONDED 14480 ACRES 3192E TOTAL OPEN SPACE �_'� I I\� cu E - I I_ / PHASE 1. OPEN SPACE TO BE ONNEO AND MAINTAINED BY THE HOMIEONNE7RS ASSOCA7TOW. ALL OPEN SPACE SHALL BE RESERVED /N A DEED FOR THE COMMON USE OF LOT I I, — - CORNERS IN THE SUBD/wS/ON AND NO OPEN SPACE IS PROPOSED M BE DEDICATED O I I _ PUBLIC SPACE I �- CLING LANEw� l _ -L �� `i q 2- OPEN SPACE H /S THE PROPOSED OPEN SPACE LOCATED WITHIN THE NPO BUFFER ;4 (PROPOSED GIREENWAY AREAS _ d OPEN SPACE F AND OPEN SPACE G INCLUDE Q 142 ACRES OF ADDITIONAL OPEN SPACE LOCATED WITHIN PHASE NA (BUT NOT PREVIOUSLY PLATTED WITHIN PHASE NAA _ _ - - - - - -- _ 1 _ PRESERVED/AIANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE S'HOMN ON SHEETS 2 d I C z m 3 A11W SLEETS 11 THROUGH 1.7 THERE ARE NO IMPACTS TO PRESERVED SLOPES WTH Lm THIS r-LIME ,n _ , bi ➢ _ I 1 Lpi 1 1 ,n BUILDING HEIGHTS MAXIMUM BUILDING HEIGFl73 SHALL NOT EXCEED 35 FEET BUILDING fAVE HElGIH75 SMALL NOT EXCEED 30 FEET ON ANY SFA UNIT.. ' ov SETBACKS FROND5' MIN/MUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) 0 0 � r � � l SIDE NONE - MIN. f0' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY 07 ER BUILDING BY 10' PLUS f' FOR EACH ,,EtE FOOT THE BUILDING EXCEEDS 35 /N HEIGHT) - REAR: 20 MINIMUM GARAGE. 18' MIN/MUM FROM THE R/W OR THE EX7FROR EDGE OF THE SIDEWALK ..:........;•, y.. ROOK, N:.: � - I � -:_ '1, t. - i ' { � F� I Ir n ' I SIZE NO MINIMUM SIZE AND NO MAXIMUM SIZE REQUIRED .., ° 1 1 w, ' • _ � L ;:+'�:I I _ .,,\� LOT ` " iI , 11 ___I'!�I , �'I' 'I' ,°, ilI'I ,o, / : / \B�NGe ,a .,,• ... P.� « I SY WWS/ON S7REET5. CURB & GUTTER (PUBLIC STREETS) WATERSHED: LK.IONGNOLE CREEK WATER SUPPLY WATERSHED " ^ oIS \L PHASE RIB AGIRlCUK7URAL/ FORESTAL OS7RJCT. NONE 1 , ICAO 6: SU VET:' THE BOUNDARY UIVE. PARCEL INFORACa1/0N AND TOPOGRAPHY MERE PROVIDED B .;..:.--::: ..:::..•� ,, ,- - m n ROUDABU5H, GALE AND ASSOCA7ES NV JANUARY OF 2019 AND UPDATED /N MAY 2022. '. •��3-- -- �� °. - - ' r.'> ° � � ` m :T , .-..- /NFORMATIOV WAS F/E1D ILERlf7E0 BY COLLINS ENGINEERING IN JANUARY OF 2022 •- - DATUM: NAD 83 --- - _ - SPICE wt EXISTING VEGETATION, PARTIALLY WOODED PORTIONS AF TI!E SITE ARE CURRfN7LY UNDER COMS7RU/CTION ..... -.. = " .. • . •:: .. x PHASE l CONSTRUCTION IS NEARLY COMPLETE- -=y - L_ MP asias<°a o°i °• °-°'° �� 1956. P656T LIGHTING: NO STREET LIGHTING /5 PROPOSED WTIH THE DEVELOPMENT. ALL PORCH LIGHTS MUST �06 ` i x� MEET THE REQUIREMENTS OF SECTION 4:17 AND BE BELOW 3000 LLMCENS PAWING: %PHASE NB & PHASE Nl DEVELOIPMENT / \ ��' `•�\\ .....• 145 SFA IIW75 = 290 OFF-STREET PARKING SPACES REQUIRED 28 SFD UNITS = 56 OFF-STREET PARKING SPACES REQUIRED....................Y . • / \ _ _ . (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE) Tom- — — \ - _ \' _ \ PHASE 11A PARKI NCn 24 MIS (48 PARKING SPACES WIN GARAGE X DRIVEWAY) TOTAL PARKING PROVIDED 394 OFF-STREET PARKING SPACES I — - r 7— --7' GUEST PARKING SPACES REQUIRED:1 SPACE PER 4 UN175 (145 SFA X 1 SP/4 UNITS) + I ; I I Oi 0 O �� PHASE NA GUEST PARKING (14 S'A x 1 SP/4 MIS) = 40 SPACES t TOTAL GUEST PARKING REQUIRED (PHASES //A. 08. & X) = 40 SPACES REQUIRED x GUEST PARKING SPACES PROVIDED (WT HNV PHASES //A. NB; AND N):1. ON -STREET PARKING ALONG MCCOUS - 31 SPACES 2 ON -STREET PARKS BUMP-OUTS(LEXI.METKCER.HC/DSONBDVPREE)- 17 SPACES TOTAL GUEST PARKING PROVIDED = 48 SPACES L - L_ I I ❑I l (�� \ I �\ 1 TOTAL PARKING REQUIRED. 394 SPACES + 40 GUEST SPACES = 434 SPACES CD 70TAL PARKING PROVIDED: 594 SPACES + 48 GUEST SPACES = 442 SPACES 13- ON STREET PARKING AVAILABLE NHERPE INDICATED BY SONAGE. SEE 97F PLAN SAEET FOR SGNAGC ALONG MCCOMB STREET PHASIC THIS PROPERTY SHALL 0 DEVELOPED WITHIN 3 PHASES LEZEEAND THIS PROPOSED PLAN INCLUDES PHASE NB .k PHASE Nl. PHASE l IS COMPLETE: AND PHASE AA /5 — - CURRENILY UNDER CONSTRUCTION/ - - _ _ _ — - /' \ / BUILDING 97FS PARCELS f03-247 EACH CONTAIN A BUILDNG SITE THAT COMPLIES WITH THE - _ _ _ ❑....... REOUIREMENIS OF SECTION 4:21 OF THE ALBEMARLE COUNTY ZONING ORDINANCE BURIAL 97ES• A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26A THE CEMETERY SHALL RE11HA/N AND WILL BE PRESERVED WITH THE DEWILOPMENT SEE £XISTING CONDITIONS AND SITE PLAN SHEETS FOR LOCATION OF CEMEIERY. STREAM BUFFEIY5 THE 100' STREAM BUFFERS SHONN HEREON SHALL BE MANAGED /N ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY MS LOCATED WITHIN A fLOODPLA/N ZONE AS SHOWN ON FEMA MAP/51003CO2290, DATED FEBRUARY 4 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WIN THE DEVELOPMENT. LANDSCAPING STREET TREES ARE PROPOSED WIN THE ROAD PLAN ALONG THE NEIGHBORHOOD S7REEIS NV ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQU0MAHEN7S SET FORTH IN SECTION 51 Z9 OF THE COUNTY CODE: TRASH: EACH LOT SMALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA7/OV AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE / DEVELOPMENT. INCLUDING A CLUBHOUSE. RECREATIONAL FIELD, AND TOT LOT. PHASE NB B PHASE NI WILL ADD 70 THESE AAENTIES WITH A PASSVE RECREATIONAL AMENITY AND AN ACTIVE GRASS RECREATIONAL FIELD. A 7RAILWY WALL BE CONSTRUCTED ALONG THE STREAM PROWAING A PEDESTRIAN CORRIDOR THROUGH THE FLOOOPLAMN AREA AND NATURE NOTES ZRAAL 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EI774ER PUBLIC USE OR PRIVATE USE. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE 1WH VDOT AND ALBEMARLE COUNTY STANDARDS. 4) THE OVERALL PLEASANT GREEN PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. THIS PROJECT AND THE MODELING OF THE DAM INUNDATION AREA HAS BEEN REVIEWED AND APPROVED BY DCR WITH THE PRELIMINARY PLAT AND HYDRAULIC ANALYSIS OF THE DRAINAGE AREA AND FUTURE ROAD CROSSING / ROAD CONNECTION TO ORCHARD DRIVE. BOTH THE SUNNY DAY DAM BREACH AND THE PMF DAM BREACH ARE SHOWN ON THIS PLAN. 5) SFA LOTS 103 THROUGH 161 AND SFA LOTS 170 THROUGH 176 SHALL NOT RECEIVE BUILDING PERMITS OR CERTIFICATE OF OCCUPANCIES UNTIL THE CONNECTION TO ORCHARD DRIVE HAS BEEN CONSTRUCTED. THIS CONDITION ALSO INCLUDES SFD LOTS 83 THROUGH 102. 6) THE SIDEWALKS AND STREET TREES SHALL BE BONDED WITH THE ROAD PLANS. SHEETLAYi O U T NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE SCALE . 1 = 1 1 FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE FACTOR =1.5 DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE TOTAL GROUND FLOOR AREA =1,550 SF CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS TOTAL AREAS OF OTHER FLOORS = 2,775 SF PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE TOTAL BUILDING AREA: 4,625 SF EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY REQUIRED ISO FIRE FLOW = i,5oo SF ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ONSITE IS 2,925 GPM AT 62 PSI. (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF IMPERVIOUS AREAS: CONNECTION TO THE DEVELOPMENT. PROPOSED ROADWAY AND PARKING LOT 40,620 SF oononccn c/nnvAIV is onn cc TRIP GENERATION CALCULATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED ON ITS 9.4 0.74 0.99 164VPD 21VPH 2RVPH PROPOSED-28 DWELLING UNITS (132 ENTER/132 EXIT) (SENTER/16EXIT) (1 ENTER/IDEXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS TM OA6 O56 1OE2VPD 67VPH KVPH PROPOSED -195 OWELUNG UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 ENTER/M EXIT) 1,32G VPD BRVPH 110VPH TOTAL: 173 PROPOSEOOWELLING UNITS (663 ENTER/663 EXIT) (20ENTE0/66EXIT) (70ENTER/00EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL(10TH EDITON) \■ i Lt SITE L HILLS CROZET i2�a CROSSING F - OCK AYLANDS CRAFT W4"` WAYLAND PA '� SITE Crozet � Starr kt REA PARK VILL/ VICINITY MAP SCALE: 1"=2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 OVERALL DEVELOPMENT PLAN 4A OVERALL EASEMENT PLAT EXHIBIT 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN 9 UTILITY PLAN 10 UTILITY PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 15 NOTES & DETAILS 16 ROAD & WATERLINE PROFILES 17 ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 DRAINAGE MAP 23 DRAINAGE CALCULATIONS 23A DRAINAGE CALCULATIONS 23B DRAINAGE CALCULATIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 30 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q E 1 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN VDOT STANDARD STREET SIGN EXISTING CONTOUR 200 PROPOSED CONTOUR 299 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP BACK OF CURB T/B DENOTES TOVOF BOX 506.71 TW PROPOSED SPOT ELEVATION 506.27 ew TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 0 0 0 0 100 YR. FLOODPLAIN 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 No. 35791 a 7/29/22 Z Z o J O a u m w 0 c<n J N o o � Lnn z u ~ w �A IV in H O O N I� I� I� 06 Lu H� \ I� O � U Lu Lu r� V z U) Q Lu J u w F- w w Ln a � JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 ---- -- \ I , ---i-- --- 1 --- -- , \ `------------ - ______ ___ EXISTING RAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER — — — PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 -----------___, TIE -INTO EXISTING 8" WATERLINE PROPOSED WITH PLEASANT ONCETERIDGE _ -� EXISTING W 2a" WATERLINE —EXISTINGR\SA DI1- GREEN PHASE I ROAD &UTILITY PLAN -SUB-a02 0001 9- 7 T, NDJARMAN'SGA "T oF6weRlDcenNo/ARnnANSGnR'" ono / , - ROAD S /--\\CULVERT EENUTILITY PLAN / 0 \ _ — SPHASEE g 7 TOTE REMOVED // / — I \ \ wow O ` w -` s - --_w- w /� w w — - wow w w�—w S!5'09'5YEw / 54100.0YE / __S{141612i w ` w w _ -- -- -- No. 35791 7/29/22 17230 / - ,-� i _ >\� _ — --------- _ -3s - - - _ i-w... w w w �, � =or Erl rc. Fnu - ---- - -- - / 'wi �W_- ---- 41 w ' XISTI CS T Z r-Fwo rc FE ecicNr ---�- ---- - NG A AS DI WATERLINE w EXISTING BARN TO BE r - / �- � { � Pc. � RENOVATED FOR USE BY / � - — PORTION OF EXISTING 6" DI WATERLINE AND R�r / \ 0 / - - - ,,, � I' I � THE NEIGHBORHOOD O • i \ ... / / . EXISTING BLOW -OFF TO BE REMOVED. EXISTING SR / — ��'�-%2 — / ? 3 -- , , `0 \_ - - _ - _ — - - r VACANT SERVICES SHALL BE ABANDONED. � � PC<- ENS -- --- — --= — <<— — — — <=—' \ EXISTING HOUSE TO BE � / r r /-" � \ \ , ,- , V / / EMERGo PC ESSEpSEM 11' --- L57J C22 i - .. y CONVERTED TO A CLUBHOUSE \ I r % 1' :: \ G a ---- \ - I , _ �m XISTING RWSA 12" DI WATERLINE0-6 ' .' / / / 4 - _ ✓�� �� C23 ' c , • Z 56 3. 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D.B. 5264, PG. 297 B. D.B. 5537, PG. 745 C DB \ r 1255 PG. 413 & D.B.1396, PG. 69 /;' D. INSTRUMENT#zozz00005001 - r jif \ 1. GREENWAY EASEMENT / _--------- �v `` \� / / ° \� - _- 0 _� ` ``\d_`= \\ \\ y` ..�;):•'>'. (.. B-A .,� _' •�• 2. SWM EASEMENT 3. 20' UTILITY EASEMENT PUBLIC / r / 4. zo DRAINAGE EASEMENT (PUBLIC) / o \ \ o/° ® �'°-0-4 0 ° "' /O ° ° o \ \ �r �` ` _ -�'�� \„�\ \ JT`��_-_ \� ° ° j 1 \\ nn`\ %!.':1,:`•� - >,•r I \ //'r -/ i �� `<IVDOTSTANDARDROUNDABOUTPROPOSED �': s1 .,•.'� A -"' i / �- ' 3 ° ,I - ° ° ®o \- ° ° �\° ° ° ° °� k , \ - 4 / /�r \ S. zo UTILITY EASEMENT (PRIVATE) g 3� ° — — _ — \ --__, ° ®a o ° WITH THE PLEASANT GREEN PHASE I ROAD ', °�/ P -115\ o' D —X� - \\� &UTILITYPLAN-SUB-aolg00072_ 4{I 5s 6 z RAINAGE EASEMENT (PRIVATE) ___ __/" - / F V EALTY \•- - � II NERS LLC o _ -------- - . '-. I \ _-/- EXISTING CONDITIONS LEGEND 1-A .,. //i r r'/ /' �\ \,� - I \� ; / /� �•_�w� \`. \ \ �`�' ��_ \°° ' `\ ��`� �` ° •'. -..:t' :_ •j: 1 I _ -�/ / `a o ; . A. 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LITCHFORD ROAD CONSTRUCTION \ V , I\ ( qW 1 1vv �� _ •V A 'f1 X .. I I ° r \ __--_-_--___- STANLEY MARTIN CbMPANIES UTILITIES LLC -- '\ TMP 056A7-01-00-030A0 , '\ - - 0.50 co. ` ��\ _ 6. 6" DI WATERLINE DB 5226, PG 309 ---- " \ \ \ \ \`\\ \` --'� `- 8 DI WATERLINE GRAPHIC SCALE `� 1 ",`�`,�� ---- ° ]. ` v `� `A``�. �`:� ° 8. 12" DI WATERLINE 60 0 30 60 120 ' 24_-__' g. FIRE HYDRANT � �� 10. BLOW -OFF 11. SANITARY SEWER SYSTEM ( IN FEET 2 - - _ 1 inch � ft. \ I I IiIII I fI I DRAINAGE 12. STORM SEWER SYSTEM " - 13. GRADING vA CULVERT 0 CULVERT STREAM 16. FEMA 10o YR FLOODPLAIN 1]. 100 STREAM BUFFER 18. LIMITS OF FEMAFLOODWAY 19LIMITS OF SUNNY DAY DAMBREACH 0 2: z m ® � a CNI M Lu N z W rnC\I cn Q N Q > z z: H� 0 Lu J � I— J J U 0' Lu H Lu H Lu --- Q w CQ 0 _ H­II z W" w0 Y U) z c,/) 0 z UI Z Lu Lu Lu Z r) (D J� �wLu z J Q Q Q C) LuC)J w a v=) JOB NO. 182154 SCALE III =6o' SHEET NO. 2 Line Table Curve Table ADJACENT PROPERTY OWNERS INFORMATION !\ �\ 1 \. ` ;� ' --------- Line # Length Direction Line Length Direction Curve Length Radius Delta 9 9 TAX MAP PARCEL `-------- _--+�� `\ ' \----�� _---- -- - ----------- \ \ La zo5.5z6 N1o°z4'3o.7o"E L36 128.520 S34°36'46a5''E CI 146.799 172.000 048.9008 NUMBER OWNER ZONING ACREAGE D.B./PG. \ ___ Lz 57.777 N25°26'24.57"E L37 87.76o SoB°13'12.85'"W C2 352.277 228.000 088.5262 A 56A1-05-00-000A0 STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 \ _ \ 11 \ 11 \ �\ ��_________ _ L3 30.010 564°33'3543"E L38 82333 S27°04'0315"E C3 19.971 12.5oo 091.540E B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 O.SOAC 5226/309 _ i \1 I \1 \\ `\------------v------------� L4 27.002 SIP38'06.67"W L39 -5.230 S54°4i3736"W c4 42.052 200.500 012.0170 C 05600-00-00-11500 VUE REALTY PARTNERS, LLC R-6 21.85AC 4856/582 - / _ _ ❑ \ ` __-�-- - __ _-----\\ - L5 27.011 N58o29'z4.98"E L40 16o.000 N65°24'0g.64"W C5 225685 3o6.5oo 042.zB86 D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 ------ ------ L6 49000 N75°23'22.46"E L42 80.16o N66°59'02.64"W C6 13.883 333500 002385z E osscao3-00-0170o MORGAN,TERESA R-6 0.2$AC 1407/560 / \ D I ,/ I / \ \ 1 \ _ 1 -------------J--------- L7 5790 N14o36'48.5z"W L42 256.839 N63o20' 2o.64"W C7 15.229 23.500 036.8852 F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4W2/047 G 055CO-03-00-01900 RICHARSON ELLEN M OR ROBERT M R-6 0.27 AC 3472/007- L8 9.773 Nob°3a'ozz8"W L43 Sz.00z N63°20'2o.64"W C8 133345 250.500 030.4995 ' H OSSCO 03-00 02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 /' - - / ID -- - - - - - L9 59.236 N04°54'3911"W L44 3345 N67°43'u.58"W Cg 50.043 Szy.Soo 005.4667 __ / 055CO-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30AC 3392/158 Lio 19.805 N25° zg' z5.8o"E L45 282.483 N61° 42'37 Bi'W CIO 17.5zo 12.5oo 080.2608 - - - - - - - - - - - -- I OSSCO-03-00-02200 CROMER,SHIRLEYH R-6 0.29AC 1337/295'- Lz3 16.426 N25o 29'25.8o"E L46 50.02o N56o S6'39.64"W Cn 3z.66y zz5.5oo oo8.o962 K 055CO-03-00-02300 GREENLEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 ------------- L� 86 S -2' o "E L 68 N 6 "W C z 612 B oo o0a 6o6 , \ \ ---- LLL" No. 35791 7/29/22 L1z 774 5z 3 59 3 47 zz . 00 54 53 37 4 zz 3 4 55 4 \ \ \----___ _ L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 _ _ Lz3 43.130 538° 38' z6.o3"E L46 ug.g85 538' 36' yy.36"W C13 36.236 47.5oo oy3.7u7 � \ � IA \\ \ \\ � %, � _ _ _ _ _ _ _ _ _ _ _ _ _ M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 1 Lzy 29.440 sn° oz' 07.o3"E L4q zo.66 N49° 55' 50.6z"W Cz4 39.z88 57.500-39..488 , ' 7 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 i \ _ Lis 13.810 sn°oz'o7.o3"E L5o 5o.on syz°5i 47ai'W cis 21338 47500 0 =5 738s O 055CO-03-00-02700 THACKER, JAMES E OR BERNICE E R-6 0.24AC 1870/153 \ /' i \ \\ \\ II \ --- �I ,'� ,' ' w L16 42.980 S1z°5ia7.03'"E L¢ ISz.783 S38°0o'58.30'"W C16 51.576 482.500 oo6.2245 p OSSC0-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 Lzz 89.730 S38°3140.97"W L52 21.412 N45°25'44.29"E C27 8.232 84.500 005.581g (� OSSCO-03-00-02900 VONN,MICHAELE R-6 0.22AC 5023/422 ' ` j/ \ ------------- _ _ / _� \ w LA 38.520 S02°33'29.03"E L53 272.3oo N45009'52.23"W C18 57756 7zz500 004.S802 R 055CO-03-00-03000 LUECKE, ROBIN J R-6 0.31AC 3612/210 / \ / ' \ oPD - / ,' w w wT a RPILR ��� � w w 1 - - f- - - (n Lag g.g90 Sa8°u'zS.03"E L54 zoo.ow N43°z9'Szz3"W Cz9 46.g9z z47a5oo ooz.8z85 S BUCKINGHAMBRANCHRAILROAD 1 _ ___ - Lzo 5vzo9 Sz8°zi 25.03"E L55 203.3oo N42°56'52.23"w Czo 287.432 3822.470 004.3297 Z J Lu a0g.g56 Szg°y6'05.76"E L56 52440 N25°59'2477'E czz 68.45a a7zooa ozz8azo EASEMENT LEGEND PORTION OF EXISTING 6" DI WATERLINE AND o " __ _ ❑ i -EXISTING BLOW -OFF TO BE REMOVED. EXISTING O Lzz 34.249 Szg°46'05.78"E L57 7z.833 N44015'z6.84"W Czz 67795 zz8.000 017.0367 \ / / _ / / E A. D.B. 5264, PG. 297 / ' / / ,, - - VACANT SERVICES SHALL BE ABANDONED. U Co L23 36.467 Syz°3z'oz.z5"E L58 13.353 S30-55'zz04"W Cz; 155.089 722.00o 0123074 / \ \ / _ . Lz 0 sz °z0' E L zz . B. D.B. 5537, PG.745 \ i \ / ` /\� / / \''�� _ _ �, / / - - I ~ w m 4 49 73 3 5459" 59 3597 S81°o8'1z°B"W C24 24.536 z3.5oa o354403 C. D.B. 1255, PG. 413 & D.B. 1396, PG. 69 \ ri' \\ / / / \ '\ �' '/' ' / Z .Ja. O L25 73.172 S25°55'02.93"E L6o 7.872 N77°21'56.41'E C25 187.111 213.500 050.2139 D. INSTRUMENT #202200005001 'Y \ / _ / 1 - O w Lzb z36.ogo S26°o75oa5''E L6z zoz.434 547°35'53.8i'E Cz6 z0.44o z3.5oo 0498345 ` ��' // _------I \ I /I -$ ' - _ j Q Lzz a75aoo 546°33'a8a5"E L6z B.o83 Saz°zy'o6ag"W Cz7 7z.z58 z7S5oo oz5.0068 1. GREENWAY EASEMENT \ , / '' -"-- �'' - \\ ` ` i ,'' / / / '. � w I O ,' / .. LU co 2. 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FEMA loo YR FLOODPLAIN \\ / ` / l / / f -------------- --- \--// / _ - e, .---' a`O - (n 17. ioo STREAM BUFFER - --- ------ ---' /-M=- "® -®s / a as - _ W _ / _ ' E 18. LIMITS OF FEMA FLOODWAY \ / / = _ � F O 50' - -- "__'--------- / / ' ` " `�� / 7 \ / r/ r/ ` �1 ,i 3.. LIMITS OF SUNNY DAY DAMBREACH / - EXISTING ioo' WPO_--_" _ - - - - _ - _ m 9 m / L 9 -��t��\-� - `/ \, PORTION OF EXISTING SANITARY SEWER TO - -'' STREAM BUFFER// '" o a ° ''- '-- O „ /,� _ 1� BE REMOVED AND EXISTING EASEMENT TO _ FROM STREAM BANKS CONTIGUOUS_ / / - s = 52g4 / / ' \, 'BE VACATED EXISTING SANITARY SEWER TO -' WETLAND AREAS AND ioo' FLOODPLAIN ,' / ,' / t \- _ BE OU RPR PO_ _, PLAN. - - --------'', r j - _ - --- '_ N \ i ; ,/ ✓ ""-.,..,.� �S ` y'. RE R TED PE O PROPOSED UTILTY ,i /i -N" ' ` r.' ,/' i' / / qy, / ' / - , \ LL \ ♦ / /,' / - \ 4 ,l//� r r , / / / � - ;.,..,c^... �_ .N55.5i c _`�\ ' %/% ,/ / •- ore-% ---- - -/% -_ ` 9 \ / -' / % %' \ /� ' i // , I I '^•\�p `-__ / / 1------_-- 9 ° m m o _ ` - EXISTING COUNTY DEFINIED PRESERVED �,./"`� I i , / � �\ ` ORELjj �r r'.+'' � l ° o " � \ � 1 ' _ ®\ � ®°-O � � REMAIN (TYP) '\ r� ' 2 i ° i \ BA „� n STEEP / M � �r r ri i / I o ° ° m� =°-° �/ � D�6 / \` / m Q m m o m o 0 ,- V / !• ,, , , 1-----i5r- o p 1° Q m o - � \V A � s r ' ' -�� , _i' ,'' II ° t o / � ° � °I I I ' °m --- - - -- \ / : i 'EXISTING SANITARY.S .-.. �r - / Y- ^- / EWER %' ..•'i T -'_ - 1 ----- - ; r /-, 'Ilk `r : /,''/ TO REMAIN / 1\ - 71 I _ MANHOLE - ---' _ - 0 o m / m LU Np _.- ' _ 1-B LU y®° ' y -�- -_ / ' 0\M\^M.° s _ /� ®/� - --- ' / '-___ _� - I / l 6. m ° ® _ / , / / ` I ' / lSl:� / / /'/ i I __-N3733' 2 /___ _ _77"- - `/ _- ®gym'-6 9W �� j/i'-_-"-_- '\\ LLJ � l l / °/ ./ 11 \ I Y J L / \\ `\ !.\� 1; ✓/01�Y 1kr'�,r, �_ ��\ /--__ /\ ' /_ ° m m-° amt m /�___ / -_-_-_- ---_ i _ _ ________________' ' - ____- _ - ° ° / -- - - - - - - - - - \ - - _ _ - --________ _ �_\ _` J` _ _ - - _/ , / ' O _a 0 jcs _ m\m o m m m mi - ___-___ - 5 �' S �- 5 - -- _-_--__ _ -- -- - - - - - - ----- _-_-' - ice"= -----_---- - • i X� _ _ _ _ __ I -- -- - -- - - - _ -f- �s I -�- ��---cam , ���y��� r� vv - I I _ ' _ APHIC SCALE 60 " p 30 1 60 120 I 24 I I I I I I I ❑ I I I � \ i I I - - - / I ( IN FEET D inch = 60 t. ❑F1 IL ' I \ I i I II Ll 1 I 0 a 0 C7 Lu � a J J Q z �-I 0 LL J �--I 0 C 1-I C Uj C6 0wx W W H� I z W 0 I- ^2 � I..L 01 z U; W 1 r'1 W z Z' z w V W J G w d (n JOB NO. 182154 SCALE III =6o' SHEET NO. 3 IN I I I NOTE: ALL PROPOSED DWELLING UNITS WEST OF THIS LINE ARE SUBJECT TO CONDITION #2 OF SP1990-303, AND ORCHARD DRIVE CONNECTION MUST BE COMPLETE BEFORE THE COUNTY ISSUES BUILDING PERMITS FOR THESE LOTS. ❑ :•:N94iA(jti:: ;:'•:=' :: �' � LOT :!'OPEN :�:r• / LOT LOT vgz I .''fSFACEE LOT I a i I I I EP E� ❑ pu ' n I I n I I o • •. •• LOT K \ LTLOT aLa 49 r ' .. LOT LOT LOT LOT lOT LOT ve3 v64 ;! I zo9 ao6 zq :08 zog zOn zOVT I II LOT .' FF/ t V I za3 1 / � sy \ � \ CLING Lt, i I m I o a36 - -I LOT Z zov _ _ s86 K =63 xzo Z I =a]6 g LOT LOT W - _ ' • zoo G tmi+'- LOT G) i lOT _ ID a \ •+ , Lor SO" v s xas Lo A • / N aI3 033 O ' i0a S v66 0 - ` LOT _ LOT RFFT zgLO v': j/ \ I LIMITS O PMF _ LOT i°6jT �' - '9e� _ I '3=- 7 DAM BRE CH LOT LOT _ II I \ I - LOT L�] =OB 139 1jp v3 T / (\\\\\/�_✓\\�\\� f Lor LOT LOT tl ax3 vza axs axs __ -- �3a - I.,,r Loa a6e _� Lo�T LOT oPEN\� .���',: =3e z3g Lo / SPACE h vfi ( B AC LOT L J 9 4 9 1 OT I I LOT aa8 - �_-f� ,.... '' ... '• :, +.+., V A ✓ LOT i° n6 I - - - - - - - - - - ' I ' •"' •'::.:."•':: DAi;$i=:GH;i:'c......:.: A. O LOT 1 -- - --- -- - -- �•'''::':. OQ' se I � ✓ as _ _- o � LOT aaa " -- - .•�����•����� - -- - --_ - ---- .•::'I: •:: •:: :.::: :� '3. LOT LOT - _ _ HASE III ono A LOT LO M ::,:,y..•,y,. ,. y '' � -_ ,::;. ii ii 4wu. o I LOT .; 5;..'•: I - _ I •: ...... .. .. ... .:.. - ,-� _ ' - LOT 83 I :.?: ;::.' .:.::•::} LOT I I I _i .: ,..::: ':: ..:..:..'. ., '_ \ � '••' f O :.'.,.:.y:, •:....; '' s'.. �/ �.... / -� �" 1 I I I I LOT I 86 I � I I 1 " ".'. x i .::::.,:::.•.•,�%✓' '�, :I \,' �-_" \ I LOT I B] I II I I I '::._:: J:.::•::•I I I I eo I I LET I I III I I I I :- `� li .; LOT LOT LOT LOT ,:. I - :::;.::':: ;: �::'•.:::.:' ` LOT i LOT I I BB I I I I I I „I I „� _� e A• 34 .•.i n I 6 I ?; .':f::' Lm i \ '•,.. ;>. CB ° `., s ... ;;?,:,;:::•..a aoa I, \_ ;-��' .:': > LOT 9 I I I I - L I I I P ° \ m ✓ \ 9v / L LOT L L°T OT '1 ..,.�..::.•..:.�:::'. �•:.... / C LOT a, \. _ I \ I I • "'' \ \ � Sa \ � 1 J 93 / C .I I \ I \ ® a Q -'_ �� aA. ✓ "\ I\ LOT � I \ � / ® -- , \ \ I f LOT 6 +°- •.. l a ,.. mo ... '. " I I I LOT \ - ..:: '.?,.'.',. '..: % / i :° p . � LOT SAM�f•�..n�{..........,ten.:•...... .. •:.':.:' ..'... - ._ P�.. .. :. .... ............... LOT I ,. ,....:' ........'.:::d.�g6ptr:: '.:•:::.:.:''- - \ i, °° 40 I° I ° ° I \ v ° ° \ m/ FEMA ioo YR FLOODPLAI I - " LOT ° ° ° m • ° m MAN SPACEBUFFS H ° ° ®° • ®e ®a FEMA too YR \ ° ° ° ° m ° •-m% •... ®:® •.. '^• m • • m'e®-- /°° ° ° ° ° lwPO BOEFERI /� I. ®° ° m m m _ FLOODPLAIN s=]3 Ac m LIMITS OF SUNNY DAY-'- \./ I ° __ / ° °°° �� // % •®® DAM BREACH \ - - ��._„\ � LOT / FEMA FLOODWAY LIMITS OF SUNNY DAY __ - - - ®-®B �-NOTE: ALL PROPOSED DWELLING UNITS WEST OF DAM BREACH - -- _ ---- -- - THIS LINE ARE SUBJECTTO CONDITION#2 OF ® ®®m m m m ® ®• a ®® - - -- - _ - ° _ SP1990103, AND ORCHARD DRIVE CONNECTION ® ° • • e m - ®° ° -- MUST BE COMPLETE BEFORE THE COUNTY y _ - ®mm• ° ®®° • •. • .. ° ° ° ° ° ° ® ° ISSUES BUILDING PERMITS FOR THESE LOTS. \ ° ° ° ° • ® 9 J- ° ®® VAR. WIDTH GREENWAY ° ° m ° e m ®- _ m e e • • ®='®\ EASEMENT S '',:•%.': •{, •••';(;';,�'','' DB. 5537, PG.745 III I ❑�5T n-T o I I _ _ LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) 75 4,375 2.528 110 2,374 1,387 145 1,837 1,337 180 2,041 1,540 214 2,241 1,740 76 4,721 2,774 111 2,373 1,386 146 2,695 1,590 181 2,079 1,579 215 3,037 2,055 77 4,829 2,852 112 1,809 1,309 147 2,785 1,652 182 2,105 1,605 216 2,823 1,761 78 4,601 2,682 113 1,448 1,048 148 1,886 1,386 183 2,112 1,612 217 2,022 1,521 79 4,337 2,501 114 1,810 1,310 149 1,887 1,387 184 3,154 2,033 1 218 1,953 1,452- 80 4,384 1 2,540 115 1,810 1,310 150 1,511 1,111 185 1 2,642 1,574 219 1,885 1,383 81 4,504 2,640 116 1,448 1,048 151 1,890 1,390 186 1,767 1,267 220 1,816 1,315 82 4,495 2,632 117 1,812 1,312 152 2,810 1,732 187 1,762 1,262 221 1,749 1,248 CD/ / \ - 83 4,650 2,742 118 2,587 1,478 153 2,480 1,486 188 1,760 1,260 222 2,363 1,333 - - / / \ / 84 4,425 2,570 119 2,415 1,430 154 1,766 1,265 189 2,466 1,451 223 2,860 1,712 ✓ 110 o 85 4,334 2,500 120 1,789 1,289 155 1,804 1,304 190 2,386 1,395 224 1,748 1,248 86 4,208 2,403 121 1,423 1,023 156 1,824 1,324 191 1,773 1,273 225 1,728 1,228 \ / ®®® ®• ° 87 4,130 2,346 122 1,774 1,274 157 1,846 1,345 192 1,770 1,269 226 1,737 1,237 88 4,236 2,405 123 1,771 1,271 158 1,900 1,397 193 1,741 1,241 227 1,782 1,281 \ 89 4,640 2,759 124 1,415 1,015 159 1,959 1,456 194 2,519 1,475 228 1,845 1,355 \ 90 5,029 3,094 125 2,319 1,346 160 2,027 1,524 195 2,718 1,643 229 3,847 2,264 91 4,941 2968 126 2,315 1,342 161 3,654 2,564 196 1,720 1,220 230 4,092 2,456 92 4,897 2,934 127 1,759 1,259 162 2,634 1,601 197 1,723 1,223 231 1,954 1,464 93 4,771 2,834 128 1,756 1,256 163 1,893 1,392 198 1,731 1,231 232 1 1,883 1,382 I \ EXISTING ORCHARD DRIVE 94 4,626 2,722 129 1,403 1,003 164 1,875 1,374 199 2,355 1,367 233 1 1,831 1,330 95 4,531 2,635 130 2,281 1,352 165 1,864 1,363 200 2,459 1,446 234 1 1,809 1,309 96 4,349 2,512 131 2,779 1,656 166 1,857 1,356 201 1 1,758 1,258 235 2,502 1,493 97 4,447 2,565 132 1,666 1,165 167 1,846 1,345 202 1,755 1,255 236 3,144 1,839 98 4,437 2,570 133 1,346 944 168 1,831 1,330 203 1,751 1,251 237 1,815 1,314 99 4,241 2,424 134 1,759 1,241 169 2,585 1,623 204 2,545 1,495 238 1,810 1,310 100 5,081 3,085 135 2,385 1 1,412 170 2,592 1,490 205 2,347 1,382 239 1,815 1,314 101 4,293 2,446 136 2,353 1,378 171 1,739 1,239 206 1,814 1,314 240 3,926 2,290 102 4,739 2,744 137 1,733 1,231 172 1,751 1,251 207 1,847 1,346 241 3,165 1,815 103 2,399 1,416 138 1,358 957 173 1,786 1,286 208 1,895 1,394 242 1,833 1,327 \ \ \� \O R,ACHIC SCALE 104 1,468 1,068 139 2,157 1,207 174 1,830 1,329 209 1,958 1,456 243 1,816 1,315 \\\%%% \ Bo o ao so iso 105 1,836 1,337 140 3,012 1,989 175 1,874 1,373 210 2,027 1,526 244 1,810 1,310 I \ 106 1,832 1,331 141 1,867 1,367 176 2,850 1,688 211 2,892 1,891 245 1,814 1,313 I 108 1,457 1,057 143 1,483 1,335 178 1,919 1,416 213 2,210 1,708 247 3,823 1,324 003 o I / 108 1,457 L057 143 1,835 1,335 178 1,919 1,416 213 2,210 1,708 247 3,223 2,003 \ ( IN FEET Y 109 1,816 1,316 144 1,462 1,062 179 1,990 1,488 \ 1 inch 0 ft. 3 / 9 No. 35791 a 7/29/22 _ - - .:- z z0 ti U J EO v c a H O PHASE I e`'a °r LOT LOT W N PHASE or ^ z (n ¢ z C LOT 8 Lu W 0� � a Lm g 1P LOT LOi 3B L �L as oT 6 I LOT 6 I I o LOT L°T Oi LOi 4a ae �/ 1 LOi LOT 4a V/ LET OT ` lOT CYti Q LOT �O a3 \ J1 -/ Q- LOT 0! �1 j OT W as � Lor O %LL LOT LOT 47 - 8 \ LOT Q £ LOT 49 ` \ > G J L7 ! f° Sr / \ - � {III =. •.. ` �--� L.(..I 1-4 LL J ® w z \ \ I I -I L I \ � G \ D / J > • !! \ 2 I --I W z C) W> r e G1 ®®mm®, Y � w w0 A i..(--I O O ®® F- � ® J D .ul m®° F-z W w W i Lu O 1 mm• (D ®® J I Lu � z ®°®®< V) m lJ fn ® CD W � N J u W a V=i JOB NO. 182154 O SCALE 1" = 80' FSHEET NO. 4 u U I 1 I I -- ❑ __ � 1 1 � I ❑�I I I � � \ I 1 p� �� I I I II I I I 1 1 I I ISCOTT R. LLINS� L� I \ 11 No. 35791 ,a cl 111 I EP I I `6 7/29/22 sr � I VAR. WIDTH ACSA I I I ONAL F, I INST. #: M LANDSCAPING & V R. WI T SITE MAINTENANCE EASEMENT zo' P z RI A E R I A E E N T. #: EASEMENT EASEMENT IN T. #. 6' A S PIN INST. #: VAR. WIDTH SITE INST. #: zo' P A T A N G M I DISTANCE EASEMENT zo' ACSA INST. #: 6' LANDSCAPING & UTILITY EASEMENT EASEMENT INST. #: MAINTENANCE EASEMENT INST. #: INS . #: VAR. WIDTH SITE EXISTING RAILROAD INST. #: VAR. WIDTH & zo' ACSA DISTANCE EASEMENT OPEN _ - - UTILITY EASEMENT INST. #: � - 6' LANDSCAPING & co.v4i A<) -;„ ;;. LOT OPEN INST #: MAINTENANCE EASEMENT F 0 VA H PRIVATE / LOT Lar a9= SPACE E ° INST. #: z � _MCCOMB STREET_ UTI ITY£ASEMENT LOT LOT yso an co.a9aAc3 � �. ...: .-_ _ .... LOT v46 z49 I INS . #: OU Q u I 'Li Q \ I \ I I 1 _ II / -�/ �s—�r- �°C_, ..... �__�- "-nR-'r ,=w_T��, '%ter-1 " 1 LyOnT LaOr6T y°J9T a8o a8a LvO8iT LzOeST LaO64T I � ;� II LzO°9T LzOo6T 2OPIr oOoBT LzOogT LvO.T LzO_1vT . I I�/ I LzOaaT L'Ou Lzov4 LO = ❑�� \\'qEl FyT , • \. ' , \V'B VARWI DTH EACESA UTILITYEASMNT for for OU O Ty\ dED V Z ED o U) __ - ". LOT Lor aST as9 I t. - I. - I-;., i _� �\� /�� \� � - � LQ�\�� s /•� � Z � U ey f-F3s I�TH ACSA ` LOT Lor ass ass - - _ zo IVAT RRAIN E o 6 O F w wT I C' v85 — ufi\ PHASE O i J \ \ CLING IANE TILT EASEMENT '39 t \ �53 - SE AEN - - = III F- ;' I °T Lor LOT Lor 1 �. <� Lo E ET MEN / Lor / m oC ST. Lor ST. :: L. a3= LOT 6' LA SCAPI mr > j r LOT Lor I w 3s Lor � r Q \ - a3e =03 ags W �3v i3o ��\\ \ rLo MAINTE NCEE a /, w Lu m � w Q z Ll \ �36 LOT W zov e I z86L�° z ;Oi Of #: p LOT =63 Z _ �*' a s e'r \\ i t Lor j W i'PRI A DRAINA�E _so^, C 's LOT g LOT LOT w C Lor Lo ^ / d S NT LOT Z LOT jl i6y _ zoo v69 J I .\ W W z r w / — A ,..., Z -" a66 � I- "�99 ❑ a9° � `. � STR � =:4 / ..❑ .. ` / \ � DAM BRE \ I I 1 LIMITS O PMF � :, 70 I I io' PRIVATE DRAIN \ = 9 �� =36 OPEN � o zz6 aa3 vzq ar. =39 LO - I .�' ___ _ v69 I (0.46g AQ =10 LT za5 \ R. WIDT A VAR. WIDTH DRAI G IN LOT .°s I u9 - - - I-s''',- '�- ' , ,•.:.. � LOT � � LOT v .. L r T yj "w Lor U ILITYEA MENT \EASEMENT \ IT.#: INST.#: \ VAR. WIDTH DRAINA - PHASE III EASE ENT LOT LOT ioe toy ': �- oPEN — INST. W N N —._ 1 -swrN _� •'z� p F � LWm Q � N N18 � _ FAEILIry �` � ��' Lor LOT o lli a. I / ❑ -,., ..--~ _ / - � .._ ^ 1 I I1 LOT o g I 63 I Bz LOT I I I I i':. '., .:.",'..�.:':: / ...1 \ — L L6T SE I Lm T— i6 LOr n I I I I I - I �I k eR0�4' or LOT , ) 1oa `, �`•\ -�� - -, . \ � \ LOT \ \ 93 \ I\ \ - J / � � \ \ IIII I � _ - _ - - � � : a' \ \ I NA \\ \LOT OJ / Lagr _ 4oT /� Cy) ° "' " VAR ...IDTH ACSA 'OPENII UINTSIL SmM SPACEC VAR. WIDTH WALL& FACILITY 31BA° / MAINTENANCE EASEMENT - � 6'LANDTS /. : � zQ -- ''-MAINTENANCE EASEM ' " , < ,_ - - .° ° ®® • ®• .. •'`.` `. �,.r K � / /) .._.._ INST. FEMA ioo YR FLOODPLAIN _- ' - - \ VAR. WIDTH DRAINA T \ LOT _ ,..re . ., ,� �/ \ EASEMEf�f• ®® A� y v� � Lor UI✓ /_._..._.. _. _.--.• \\ �� .y ,,,,° ., A\.—SWM FOREST& OPEN -.-',- _ A IN T. Low. O�v - ,'/ 6 - S #: Lor 1A 0! OPEN SPACE H SPACE EASEMENT zoRf9A�E.__cl O „) % ° _ (WPOBNFFERI -- INST. #: ___ ____ ° °S . CILITY& • • • • ® • • SPACEOEASEMENTPEN EAS ®•° \� � 0 3'LANDSCAPING& szr3Ac . ®®® INAGE EfO1FT\ \ LOT / //� •° b •LL VAR. WIDTH ACSA _ ° . MAINTENANCE EASEMENT INST. #: � 6, O , -�� % � � � �,%) MAINTENANCE EASEMENT - , . . • ®• ST. : zoz�ooa ooz \ :✓ ;E. -, , _ _ ' SWIM FOREST&OP-€P4-- -- -- /INST. #: _ -. -' UTILITY EASEMENT - NST. MARNTEI DNANCE EASEMENT ®®° ° ° • ®o \/ \\ \ \ \ \ \// SPACE EASEMENT---- - - __-- #: ®® N _ - - -- INST.#: _. - ®®®®®. ®•° ®.® �'! RI ® qr N ,INST. #: -- -- --- -- - _. _.. - - --- INST. #: ° • • • zd; A ABLFWIIFFh'\ \ ..1 ...... Lor ' � - _ - ® A U�TN�I�ASEMENT \ . '............... ae i FEMA3oo-YRFLOODPLAIN - ------ - -- LIMITS OF SUNNY DAY - -" ` ❑/ / \` __ _ FEMA FLOODWAY • \• -. _...� \ �.'.:. sLor - VAR. WIDTH WALL & _ � DAM BREACH • ®®® zz0000�'paa � � •\ 1. ' � sw r qs LL Q - - MAINTENANCE EASEMENT_ __. - --- f°° ' �� �� SWMFOREST ANDOPEN ®' • ®®® �I \ �\�\.� \ \ ".,\ F" T.TM `mr \ - LIMITS OF SUNNY DAY J.-- / z DAM BREACH _ INST. #: - - - - _ - °-. ° \ SPACE EASEMENT-z.8y8 AC. ' ®,PU Lam' `a \:.'�.:_.:._.;. a \� BEEmo MSW FACILITY, ACCESS,& ®®•. ®®®,®®®® ----------%" oO...°°.......-------- .•°°° \ _ m ----_ _ INST. #: zozz0000600z DRAINAG Ely \� \ \ `�'.'a.:./�/ 2 ®° MAINTENANCE EASEMENT • ® --° ° -e-e-- j 0 "- ®° ° ° ° ° m o ° ° ° ° ° ° ° INST. #: zozzao i \`` \ \ �•.�.;::;' e ®®g - \ \ \ J —% Itl VIII INST. #: ®SWM FACILITY& ° \ �;• \ L J ® MAINTENANCE EASEMENT \ ® W ®e°•.°°°..® ...... INST. ®�-° ®®®® INST.#: / VAR.WIDTH SWM FA & \ :'..:...%; \ ®°® MAINTENANCE EASEM \ \ c/'' •® U) -INST. #: 202200005002 �� / Ate-: _ Lu 1-4 �( -T � H� �` / _7( El I � � I I ACSA UTILITY EASEMENT �� I / \ x Z /% \ U SIGHT DISTANCE EASEMENT / w I u j z w < Q O \ p m®®® W _ — ❑I ® PUBLIC DRAINAGE EASEMENT p _ I \ D D J PRIVATE DRAINAGE EASEMENT — \ ° ® \ z \ J I / I I SWM FOREST& OPEN SPACE \ ®m®®® � _ °®® \ / /❑ I — w EASEMENT w SWM FACILITY, ACCESS, & ® \ — — , I \ _ LLJ MAINTENANCE EASEMENT \ ®®®• � O i ®® — \ /11� .• ® LANDSCAPING &MAINTENANCE EASEMENT ®®® J _ ® . w z WALL &MAINTENANCE � ®® ®°® EASEMENT \ _ ... ®.®® ...®..® J Q V, a o • (D \ CD CD w EXISTING ORCHARD DRIVE � \ — — N J ❑i I \ w W W I \ \ a v ❑ _ ❑ \ \ / \ JOB NO. El RACHIC SCALE / 182154 \ 80 0 40 80 160 360 _ - LEI\\ \ / / - O SCALE 111 E C LE \ ( IN FEET Y / SHEET NO. I — \ 1 inch 0 ft. � 4A 24+50 i.10E� + o _� -• zz+oo „o 24+00 23 5 o NOTES: NOTE: VISIBILITY OF ALL MECHANICAL (P) VDOT STD. ---- ROA �'/� y. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EQUIPMENT FROM THE ENTRANCE Q CG-¢z (TYP) ' / OSF CO / \ EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR � °'' s6' O CORRIDOR SHALL BE ELIMINATED —10 /Lj NOTIFYING THE ENGINEER OF ANY DISCREPANCIES EN THE EXISTING 20' 29 �- y- — 20 0 - - Gel/C ST ROADS Al PROPOSED OADS, EDGE OF PAVEMENT.CONTRACTORSHALL ---- + i4 20_ _ ROPOSED'NO RO RF - � CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING •° " D STREET SIGN (TYP.) ° / / (P) SIGHT DISTANCE z 9�(SF� \ ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. PARKING' SIGN PRO-J EASEMENT - - I 0 6R/� \ z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY , Cl E NO (P) Ri-i STOP INST. #: - / 1 zS'�j �� z� SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH PARKING' SIGN (TYP.) N SIGN (TYP.) - - SFr q k F ON \� e THE ADJACENT PROPOSED CURB ELEVATIONS. IN I Cl� T \ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL I c \ ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO tK� W c _ F Iz o LOT °LOT LOT LOT �R9ce \ INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR LOT a LOT, SLOT SLOT 212 ° i \� REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING 0 01 LOT 1 211 I c c 0 h 9 r LOT 210 ti 9 H I ° ' n I o 2 0 SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND O I N 3 ^ 20 zo8 9 LOT ° % 18 184 -� p 5 206 207 I ti^' ecgRc9a J �\ PROPER ELEVATIONS FOR CONSTRUCTION. r 1 213 °ce \ / \ ' '� ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED L .0�s I 1 1 /; LOT / / 4 T.-I - I - - I- I - I 214, \ \ti\Q TO ACSA FOR PUBLIC USE. / / / ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE I 4 zo' REAR SET ACK G LANDSCAPE & - - / tiH LOT / �� A� , 5 ICRETE SIDEWALK R/W R MAINTENANCE ESMT / °qs 21 / / / / \ STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING - I INST.#: 5 / / \ \` _a DEPARTMENT. 'PLANTING STRIP 2 I b 27 _ 20' zo' PARKING' SIGN TYP. F/C F/C 28' 20' zo' zo' zo' 6i' 20' 29 2 PROPOSEDCG-9D °" / / / ° PHASE I /F�A�' \ \ LOT 39 - - E/P E/P ENTRANCE (TYP.) / / / o s LOT 1 9��, \ \ ,o� r - -- -- - -- \? �/ 216 6'LANDSCAPE& + I I °" \ AINTENANCE ESMT i 8 No. 35791 a 7/29/22 LOT a 0 t) �� �, / A V A\ LOT 0 o I LOT LOT LOT LOT LOT / f ir° z17 T �� \ \\ 9 O m + i U 2 / r c 2 / 35 LOT Ln ° - 33 - / 9 / Z � 2 \ 9 1�1 _ o ^ m 34 m. 232 D 231 m 2 0 / / / \`'o. \:. qFc� ° ..LOT 9� Ryc�? : `'\ ✓/ \ /\\ \ (/� J 0 H v /mom,% PROPOSED 8" CONCRETE LOT O .�. w PROPOSED STOP h p \ o, \ of G LOT 'e�9a \ PEDESTRIAN PATHWAY %' / \ 10 \ j '" b Q SIGN (TYP.) /� o/ \2O o. \ \ c� 21 0 F �° \ \ 0 0 /� / / / 9 \ / LOT � w o x {: _ /Q LOT \ P� �ro r &LANDSCAPE& \ Lu m \9 Vol \ ''' LOT c9 cq \ -MAINTENANCE ESMT �s 1 - / 229 \PS o, \ °Q ° w° °99 a . (P) 4 0N-STREET . ; 11 oc + F PARKING SPACES (> > N.F \ / /�� \ / 220 xzo'TYP. INST.#: %" / LOT \ a L •I •: -s'MI \ +'• ' 9` r o a 25 zo 20 ONTSET ACK ING ° P NO PARK +r'"o� \ �, ri // \ 2, C c W z° � v ♦ � iz SIGN (TYP.) �1' LOT r \ cr °9s � 9cF S ♦ ` \ 01 >/ 0_ �yo+5o\T w� LOT r \OFc LOT �� �3 is ����C / \ L13 - - (P>vooT N u - _ � _ u+oo V � • • .�a'/ �_ 226 � CG-iz (TYP) ii \Q \2 °Sr /oi • ` V C�' GC O � . ROJLL I p LOT o. � � /" o BOUNDARY (TYP.) '� M FLOP G.26 O! u ttxso cgvc' 4 225 r V P / Aa°,��9�Ac �6� p � A m :' .e,9'P,A,CE F g'(� P 08'S z8 - - - SFpp Q��� o, cF ° F s• o, (oazz AC} w\ �% ° �Nc� - ° h �, q0 �o, \ cF 22LF *r, / ? z0, �+ - ao pG\� i 4 F • (¢ . , • . A of v y m "( PROPOSED STREET. A r * q Off\ SE LOT ni C- SIGN (TYP.) `..••.' - \ cyy�ey� / 2S, v zo \�F H �v LOT E/P E/P ° 4 223 / y 2036 F E k F I 3z zo' PROPOSEDVDOT \L o \ c9Pc9P x, qc RO (P)STREET SIC. o i n Q 9c \ T - . ` ,STD. CG-6 (TYP.), • d° F LO SIGN (TYP.) g� + . •,.-.. _ - PROPOSED'NO .\ : 237 LO LOT PROPOSED6 PLANTING STRIP, - ",.• - Q Q7 a 0 ss. / �s2 r EIP (P) R LOT 24T 34 �� 38 I � o I ;, .• .• .. .• .• .. .• .• .• .. .• .. .``.• � `SIGN TYPO - � 5 EIP I P � ti � PARKING' SIGN (TYP.) L � cp r F/ -F/C : •': -'. -.'PROPOSED 5' CONCRETESIDEWALK •' F\Q <\ y�// / ° yti / (� \ \ LOT 246 o _�/ / \ / �:239 LO o I (P) NO PARKING' wus '.PROPOSED(yo)PARALLEL a / s` ° 2 ° � s .`/ I sIGN TVP. LOT PARKING SPACE \ / / / «< 2 0 m o N PROPOSED (3) PARALLEL op��j. s° y j J 4 N LOT ° I 8'xzo' (TYP.) . so, P N V 9 QT 2LFLF ARKING SPACES �C, O O PARKING' T N 24 \ 5 SPA�.`A. ... /i� , SIGN (TYP.) 8'xzo' (TYP.) .. . . • '. • ��. '. � .,' ' � er p.489 A )NO PARKING' LOT \ M 87 o�♦ .`'.'PROPOSED VDOT' `. •. ', •'. • `. `, -.PROPOSED CG-gD, •• xh° ' SIGN (TYP.) tO, ��cas - " 81 N ',STD. CG-yz (TYP) , - `. PHASE III `. - '• ENTRANCE (TYP.)' tiQ� t 5 R tiN 2 36 m . . ` LOT - - E BA ° N - PROPOSED VDOT ` s3, R/W R/ d REAR S T EN'. I � °"' . • -' PROPOSED'NO •', - � P VDOT STD. 2 _ \, PARKING' SIGN (TYP.) :. . STD. CG-6 (TYP.) . `_ •'' cU-12(TYP) �RACE.6'.' �j� LOT ,• .• � 5g 2d `. zd -- \ - 00 83' b I �. •.. • . •. • . •.. •.' . •.. •. •'. . •.. .PROPOSED 5 IGNTTYPT v1 b + xo _ 37 uj C .. - N S sl a CONCRETE `, •'` A oo LOT _ ti -�\ IQ PROPOSED PARALLEL` LOT N PROPOSED -,'SIDEWALK . • (P)Ry-iSTOP, • '. � '.' • . 59 (3) N _ ° Q . - • I KIOSK, .. .. .. . • I N TYP. o Q - . PARKING SPACES 1 O --._. *MAIL K OSK , S G ( ) x • n- 4 I LL _GHT IS NC x2 —CN . - PROPOSED 6' , • . ` • ' - � -� O v , Cz8� PLANTING.STRIP PROPOSED'NO' ti�OO�o LOT o' (TYP.) P z - N J I — _ OP LOT LOT ' +-. / <' , A PROPOSED VDOT STD W TH TIE-IN � 8' o MILL & OVERLAY 23+00- PA KING' S GN (T �<(� �. �N • . ,CONNECTION T DIUPREE T. L LOT zz+5o Soo,R — •,I: ``-'. R(P Ry-yISTOPYP G � PROPOSEDCG 9D 57 15 I Q PROP//VG ..\ ) �� LOT ENTRANCE (TYP.) • - - - 38 i zz+oo OSF BR SIGN (TYP.) • QJ 61 \/ / o -_ -- OPUg/ C OOK�N ��'. •, PROPOSED VDOT. •.. • .' � f �24' "� LOT � � � � L W z_ 'FQ$' R / o F/C c T p F STD CG yz (TYP) LO OT LL- POSED SPEED, - " _ - 3 - x O so � L 56 LOT I , _ • ` •� o � PROPOS D'NO z5 HTDIST �_-- ` i' - j . � I T SIGN (TYP.) ', `. (P)NO PARKING' c gNCE_ dp, PARKING' SIGN (TYP.) PHASE I IA ra — 9 '. •'. , .SIGN (TYP.) z8 `�� �/ LOT LIMITS OF P F� - _ = I > - . \ \�` tx0o ` .. �c/A // 55 ` ♦ DAM BREACH LOT W ~ �" (P) SPELIMIT LOT / LOT I� Z 7!F(P)LLVDOT STD. CG- D \ \/ 63 26 17 I LOT 9 \ R SIGN (TYP.) ENTRANCE (TYP.) / y5 % LOT ,, - - - 40 a( Q \ 2 LOT 4 0 --- O 14 - -. ' ' ` o S A PROPOSED STREET yh / LOT `♦ L J '111 / 5 ... MM o / SIGN (TYP.) W LOT �. �� : PARKING' (P� NO PARKING' S 9 27 LOT H I 3 PROPOSED'NO LOT , ,• •,:` ti \ LOT - NUN TYP.) 1 \ �.�..� LOT � � �� pox ° \ � � \V�� �•'� / LOT �. yg � U 74 / ° \\\� LOT ' LOT Y (n ,. (P) SPEED LIMIT 52 0 28 / 2 4 e'er`• •` +" ". ' LOT ` \ \ "' SIGN (TYP.) yti����Q��1 ; / /� \ LOT • • - - - - 4 W Q a Z' 73 5 ° / `� \ ZsxsON <ve LOT Q��F P� Qpti \ / PHASE I �9 _ . -`. LOT - _, r .", • ' ul EXI +TING CEMETERY 1 �� y� L (P) 'NO PARKING' O J�JLOT LOT \ / `•. \ _ �•• �- 2■ til . LL`• SHALL BEUNDISTURBED / \ �� ' SIGN (TYP. 2 Q Oe' / UPREE STREET ROAD CONSTRUCTION 9 zo i S \ D. W w LOT �� tyx o G�T��\ hoxyo °iC \ \ LOT ROPOSED UNDER PLEASANT GREEN PHASE I LOT �,�\ `� \ W Lu \ 71 ti T 30 ROAD &UTILITY PLAN S(SUB-2019-00071) s / Q V 9,y� F�q�o, 21 s 63 U) V LOT 2 - o° �LOT \ �� �O� z�. LOT ,`: -_'• •`• ,'• ,". " 70 ` �, ;�.� tg*so / 31 LOT �/ ��� hb 43 2z Q• m / ' ®�, \ LOT N a LU LU \ / (P)'NO PARKING' � � � LOT � - - - - _ LOT SIGN (TYP.), : , \ 3 \ LOT z3 \ � Q - -y e TIE-IN T 69 / O EXISTING RAMBLING ., a. \ LOT • Q I \ 2 \ z4 Y 44 / � 7 BROOK LANE �8"0° \ � RAMBLING BROOK LANE ROAD CONSTRUCTION \\ ' / � Q ".,,• \ "•'..,,• • PROPOSED VDOT STD. WP z 9 ROPOSED UNDER PLEASANT GREEN PHASE I \ Y \ O W O O O O O , �, LOT MILL & OVERLAY WITH TIE-IN ROAD & UT LAN S(SUB-2019-00071) \ O O O O O ° �� CONNECTION . N \ UTILITY .. " o J LIMITS OF SUN Y \ / 0 DAY DAM BREACH \` LOT ' / '� 45 , O O LOT XSO O PROPOSED LOT LINE (TYP.) • 67 �� S°C� ° % FEMA yoo-YEAR O ` QN PI FLOODPLAIN (TYP.) O O : `iyLL P�S� pO �a9 LOT ' w ° ° ° ° o 0 0 0 0° o•. !, ��� Q�e��O g23A Q 46 o �. \ l \ LOT : b. a�x° i Jos No. � ` GRAPHIC SCALE o 66 . i •` 182154 30 ` 0 15 30 60 120 (D SCALE � \ \ LOT 1 X \ IN FEET O 6 \ `• SHEET NO. - \ 5 LOT YP. \ 1 inch 30 ft. \ rj 27 If MCCOMB STREET SHALL PROPOSED'NO —PARKING STREET 3 CHANGE TO "CLING LANE" AT THE 5' CONCRETE SIDEWALK (P) z7ON-STREET PARKING' SIGN (TYP.) —PARKKINS SPACES PARKING SPACES PARKING PERMITTED IN THIS z i 'INTERSECTION WITH LEXI 6 PLANTING STRIP 9 2O NP' PORTION OF MCCOMB STREET TIE-IN TO EXISTING MCCOMB STREET -\ _ PROPOSED CG D O C N 35791 ,a i ' 3 E (TYP.) PE4 . (� �. - o - �S -. 3 _ 1 ; . - - 29 22 q '. •'. `( • . _ _ , , •C1�,EN'- • . , . H EASEMENT; _ _ r � .w • , O INST. #: PARKING' SIGN (TYP.) ct 5PACE, E' I i . !+ _ LOT 152 = _ 10 L �1 O S EE - PU STREET LOT LOT 050 51 ��` OSED,N6 ACj. m MCC MB _ e CO EET s _ TR ❑ ; do \❑ \ ° a PROP D'NO A - PROPOSED PUBLIC ROAD (56' (2/W� - - I zz*50 D.B c 64 0 (56' R/w) ,; ; . .; / ❑ �1 �z v T - _ �4+50 �� 50o R Z3+oo G. zz+ • ',16 T 48 49 I `P KING' SIGN (TYP.) ' m P AR iu LOT LOT y �, 147 E !' oR �5+5o n z5+oo CE _4+0o z3+5o - °o 146 SE gA 45 (P)VDOTSTD. y1 2° \ LOT �45 RON - ��- 6"00 cG-iz(rvP) �❑ \ - - _ PROPOSED /❑ -- - - zo' -..❑ o MAILKIOSK/ KING'i 6'S° zo _ - _ - i4.:, 20• �o' F y6 / °n 4 / - _ - o PARKING' SIGN TY II LOT 1�2 43 (P)'NOSIGN RTYP.) �_ zo z_ go P)voorsro.1 + ti4 o _ PROPOSED STREETSIGN(TYP.j / (P)SIGHTDISTANCE PROPOSE POI ul ❑. ,, �P �G-12(TYP) " o, -� O ~ (P)R11 EASEMENT _ - / �; s 4 w zo \Q PRIOPOS N STOP INST. #: C LOT \O\5 oo,R z1kO r - - - PARKING' SIGN (TYP.) I SIGN (TYP.) a CLING LAN R CK D l56' RIWI / I ° UBLICROA / I qO/QT a o (P) Ri-i STOP IV o o LOT m LOT V/ z °LOT s o H Zo 406R ys+o° / %' - m SIGN (TYP.) - LOT LOT z o "LOT °LOT ~ I Z E a S 01 ❑ (P) SIGHT 39 ry "LOT ° N ^I LOT LOT 209 210 O a , 1 ❑ o SLOT °SLOT LOT ~ i82' ~ 183 4 0 0 205 Zo6 ' 20] 208 I 213 ca T DISTANCE ~ ° LOT ° ° ° 18 �- PROPOSED CG-9D ° / EASEMENT 8+5 _ zo / 3 U "�P) STREET 0 LOT 181 o : I ` e ENTRANCE (TYP.) (Q 1 zo _ INST. #: zo' ( 0 18o o _ h I ~ o \k0 / / _ 5 ON (P)'NO PARKING' ~ 177 1]8 �79 G I I I I I / I / z ¢ u ;_ M .FR � 1 -- ° zo zoSE1 I 4 ' zo' REAR SETBACK 6' LANDSCAPE &,' o z u HT D\STpa" E =Q zo zo -- SIGN (TYP.) I - PROPOSED 5 CONCRETE SIDEWALK R/W R/ MAINTENANCE ESMT / j ° ❑� - -- -- r SIG PROPOSED PLAN STRIP I INST.#: W � u 3yOR I _ PRO EDb' TING z zT — I zo' zo' zo' zo' zo' zo' a 1 1 1 F/C F/C z8 zo' zo' zo' zo' PROPOSE --- TIE-IN TO EXISTING CLING LANE z9 ° LOT PROPOSED'NO PARKING' SIGN (TYP.) 6z' - \ li o PROPOSED MILL&OVERLAY. o ` zo' zo' zo' I- zo' zo' L z9' zb' ?o• a �CG-zz (TYP) ❑ �/ _ o LOT o 3.63. zT zo' - 8 - PROPOSED CG-gD O SEE DETAIL ON SHEET1zz.❑ 3°+00 - Nr o LOT o 16o o - - - a7 - - 1 9 - o /P E/P r ENTRANCE (TYP.) ° CLING LAN — — (P) Rz-y STOP I - - - - - - 3 0+50_ SIGN(TYP.) N LOTS LOT° 159 I I I �a°, SIGHT DISTAL 3?+00 30_ — LOT° LOT° 157 158 1 1 ~ LOT ' m I LOT I • � .. - .• � N� a� -� LOi' n.56 1 I N4 I I I 18 I LOT .LOT a - SS _ -(P) STREET �_ ml 1551 204, 5 LOT LOT LOT J SIGN (TYP.) i-- •• A r LOT 1 1 (P) (z) PARALLEL : ` - - - - I 235 0 233 _ LOT ! / - - o 1\ 54 1 - - PARKING SPACE- - �34: N .,� : 2 2 _ o ° 3 - / \ N 3 J 1 _ � / _ _ LOT \ w\ 53 I i I _ - 6' LANDSCAPE & 8'Xzo' (TYP.) � _ I LOT o LOT I ' . � m 230 � 1 _ o I L❑� - MAINTENANCE ESMT I - N 3.86 o� ( % J 39 1 I 203 1 F- a, Jm� J .o o INST.#: w PROPOSED STOP Z H 4 zo' zo' 1 2O zo - - 2O g - - - - W 0 SIGN (TYP.) J� ��/ \ \? Z w I LO� (P) CG-9D zo - J— 91- - - - - - ° LOT °°c o I �'u/ T o w 4 ' ENTRANCE (TYP.) zo' r - '( o+ _ _ LOT N - o� I I. - :. p LO. =I = 0 �38 - RI NiRIW zo I - - \ 18] ��u N N I—fja' — — '. _ I III202 I J J — f 9. w N N Lu Lu LOT - - - - - L T M " 1.62 LOT z b N LOT 'a" LOT N w Q s' MO SET zz N 00 0 o 0 0 I _ _ z5 zo' N F ONT ACK (P) NO PARKING' 228 In n ' I PROJECT BOUNDARY (TYP.) - " 1 87 z F E NI O �1 - Q o N 3.88 w Zo z�- r SIGN (TYP.) �' L 37 FIE I 3''_- 1- 6 w ko 201 N _ �- a PROPOSED LOT LINE N I' 7 I I I LOT �7 0 — —� 95' - I b I.. o J h •.. o O ---- - zz. J 2 1 LOT + N 1-63 N I I LOT o 0- uyo+ o T� 136 + LOT I I _ 94 I LOT m� LL 5 N 1 - d U I 200 �I 189 (P) VDOT n U 11+°p 2 '" m _ SETBAEK — - 'Q 175 ' LOT L9 °n ^' o CG-iz (TYP) t�i 0 I _0 * - - -. J - - -1 - -) + as' _, { EIP EIP ua N 1 164 1 N PROPOSED VDOT _ _ _ 88' I I I a � y�� zI* ® - _ I z3' LANDSCAPE & ❑--J- h LOT of _ 93' _ " F OSF Sp SO MAINTENANCE ESMT LOT N o O ?77+ l NI Q11 LOT -1 IN STD. CG6 (TYP.) RFFT j Z _ o. INST.#: n 1 - ' U. ml UI z - N^ O \ o• co Q _ LOT 93 ' LOT 9 W 16 N LOT J 1 --- N op 4 1 N �I wl /P /P 99 190 PROPOSED STREET N I 9 7 ' x 5 a o �, -� � N � 1 I I �� ❑ LOT -- - z ' -- - - - a8' z .SIGN (TYP.) \ zz 1 �Z U N' N 88' �73 o rl LOT Z� o F/C F/C Y 'I LOT E/P E/P PROPOSED VDOT. ^�( 2 _0 o. co ❑ - w 34 85 I m `.-,1 PROPOSED IN NI 166 O N o -� o U LOT ° 1 1 0 'STD. CG.6 (TYP.), • 20 zo zo �. -� LOT l o, Q 7 _ LLOT LINE (TYP.) rr� _ 93' - -u. 1 Fm- 1 8 N 9. .. �I o - `; •; .;; . °%P z6' 1 1 z °- 172:. '1 ZI H =I - 9 - - - - N •'PROPOSED 6 PLANTING STRIP'; • e N H 1 Zo LOT' - - o' tiw O _ w I 3 1 8 - a 7: �_ I K 33 s 6 c ° 4 LOT in m O e rn A I I �, I ° z6' REAR SET I " 16] ' :n1 N R R W _ o Z LOT �`N F/ -F/C • 'PROPOSED 5' CONCRETE SIDEWALK Q, zo PHASE IIB 1 LOT r I N a0 LOT o 9z' - - - / / N 1 1 ' I 192 o o PROPOSED KI PARALLEL', • N J LL • • . . • `. •' . •'. •'- PARKING SPACES. dx 3 o N'I 1 1 - LOT - N PROPOSED PARALLEL' 2 o 1 X - _ LOT 12g 13o N s3 °, - - a7 7 (� - a ; 8 I o f LOT o 5, (s) 'SPACE A. s'Xzo' (TYP.) ' Q Q ARK NG S CES n I PA UI LOT 128 + — 168 4 N 0 1 LOT N 1 /w-R/ s'Xzo' (TYP.) z _ 12] co •�T ®® p N ` LOT & LANDSCAPE & - 9 (P)'NO PARKING` N 1 6 93 g (0.�}8'•9.AQ O1 w _ 1 (P) STREET AINTENANCE ESMT SIGN TYP. 9 - - 7 W {}T 126 I N I 1 0 ( ) o - - - o�♦ PROPOSED VDOT.' PROPOSED CG-gD, L� 12 w- '� 31 s GN (TYP.) `7 wsr.#: LOT r- n I n n '.STD. CG-zz (TYP) , ENTRANCE (TYP.) J 124-� 5 sAc _ - 1_ (P)voorsrD. (P)Ry-�sroP ~ o LOT + PHASE III J w I sE ° _ m 16 _ ON LOT ° � I Rz-z STOP SIGN - - 1 9 I ' ' 3 z5 M X - - 5' SIDE SETBACK $- - N - - SIGN (TYP.)-I (P)'NO PARKING' 1 In 194 � PROPOSED'NO PROPOSED VDOT "; SIGN (TYP.) 95 ~ >r, q I STD. CG-6 TYP. I --I m -;n1 I �, - a - � Y. .: •: � .- - - - - - � N PARKING' SIGN (TYP.)••`. • _ (%� 78 88' P STREET d - - — (P) STREET I --I ONCRETE - '• o — , b 1 co �5 . i ,o �80' •> - ' • ' SIGN (TYP.) - - - - 3 I 1 �. • . D 5' .•• •'SIGN (TYP.), I� z i • i6 ��( PROPOSED NO-1 ]-- i PROPOSED • 'SIDEWALK (P) RI-1 STOP. � Q i L,261 - ARKING' SIGN (TYP.) z ' (P) VDOT Q0— a �S� — _ (TYP.) O STD.CGzz - ,-a -o- � .•MAIL KIOSK', •' ••'••'•' SIGN P - - - _ — z6.. STD.CG-1z- 75oR 6' " - I z7+oo -z6+5o SIGHT DIS�N z6+ ry V ry w (P) VDOT (P) DOT �5�, G . i6 z ' - ❑ �- - �7+So-- °O w z + �3 STD. CG-zz -STD. tG-12 NOzB°,�. -�_" • - `• PROPOSED'NO',•. _ HT IS , ,• �•` , PLANTOING STRIP ' ..• zo' = ` - PR P(35F PUBI IC ROAD (44' BL - - _ 5 5° f 'PARKING' SIGN (TYP.) Q zo ❑ -- +oo z5+00 io - - ."� z + o z3+o _ ~ -(P)VDOTSTD.CG-9D z8 --' z4+50 z4+00 3 5 2z+5o Soo'R P eil Rz-zSTOP, i - ENTRANCE (TYP.) - ---- R NG '.' U - :. w 8° i— a+5 _, , . • . - -- - -- - - zz+° pOS B v (PSIGN (TYP.) i ° FD p RO p •PROPOSED VDOT. ' H19\So -- P VDOTSTD. OPN _ �C W/V ,� STDCG-zz TYP / f Y V J i - CG-6 TYP. is IN I �5 N. FR, NTH - --- zz+ �3'R Q (TYP.) SPACE .B, . ,+ - 50 /W LLI Q o - ( 7ETBACK -- - -- - - - POSED SPEED.` - \% o J is -� z9+5 - :• ' • I•'. •'. ••`. • . • I ;.I I ----- I I I z8' - - - - - PRO YP. I ` •4. •. ••`. HTDIST ti -- PROPOSED VDOT LIMIT SIGN (T ) , • `. (P)'NO PARKING' ANCE_ — 2 38' 1 PROPOSED'NO ; , I I - - (TYP.) - - - z sTD. , . .SIGN (TYP%.)❑�!'• z ` \e+ - PARKING SIGN (TYP.) . 5_ MAX. F - I "''' °o� - _ P') I ) I I SETBACK �N DOT STD C ul 25 111 I I Y I I I PROPOSED'N ENTRANCE (TYP.) I I I I I I PARKING' SIGN (TYP.) / LOT �•- `�..:• . , i W W 1 1 a I LOT I f 1 W 1 II I l m I I I l s W - �, f I I o 0 LOT I LOT LL. I PO I I 1 �'- I 1~ 83 1 -'.•' •'.•'.•'.••'.•;.`� I 82 01 - 1_ I I j " � o � 'I Zr�PIIAX I I I N '0, 'I IN I o I LOT o I I I PROPOSED'NO L.L pCK I LOTI 84 ❑ I Il 81 ~ LOT r LOT I SETS 1 1 ~ w! I I' 80 ~ I LOT LOT r f, ti 1 I 8 O 1,; 1 o I LOT o Y I o I �;• / PARKING SIGN (TYP.) (i) LOT 5 N I I 1 OPEN SPACE G I I I I I 79 1 aUl 77 ~ 6 I LOT l �I 86 ^I I (0.19 AC) I f ' I I I �I LOT `` ? `J I I I 74 °%O° ~ J W =D'NO ,,'. _ � •"-.•..•`.4.,`4 `. LL•. :•``♦..±±".•`.. SIGN (TYP.) I 1 'LOT 87 1 PROPOSED WALL-- - - - I I I I Iw ) I (. / Q`� \ u 1 IHT. = 6' I I p I LOT LOT I �1 gg 1 I 1 I --- (MAX.( ) \ I -__ _ I hI I f, I I L '�•i„y \ PROPOSED LOT LINE (TYP. - I zo' REAR SETBACK 1 _ _ _ _ 173 \ Q 89 , I - --- :.` 'i V (TYP.) -__ ----J _-- �•" u'.e / Q i) 1 I 1 1 pRSET A� - `,'' �_ ❑ ETj ` M:. • LOT Q R 1 1 I i y0 7i•EXISTING CEMETERY 72 CD w "SHALL BE UNDISTURBED / N J LOT -VAR. WIDTH WALL PROPOSED WALLi zoo' WPO BUFFER (TYP.) 73- MAINTENANCE ESMT �' (MAX. HT. =T) O O O O - - - - AI T.#: (D PROPOSED WALL O 0 (MAX. HT.=4') PHASE IIB _ O zoo' WPO BUFFER (TYP. \ `- i ' • ' PROPOSED WALL PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ \ (MAX. HT. = 6') FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WPOzozoo0053) O �� VAR. WIDTH WALL \ LOT ,,..,.,. -�� 1".,, AINTENANCE ESMT\ LIMITS OF SUNNY \ \ /.. .,..,,.,,.,,.,,.,, O 1. 1 O O O �, .,.,, ioo' WPO BUFFER (TYPJ . ` 70 / / -....,. p p, 1 I. p O 'c,,.,,.,..,,.,,., INST.#: \\ GRAPHIC SCALE_ ---�� ....,,.,,.,,.,.., �DAYDAMBREACH \ ." AIIIII IT O O O O. p 1 O -11 ar�e,,.,,�„30� 15 30 60 n-`iz'a --- o / ,..•:. O (3-�LI M ITS OF zoo YR 1 1. �� O 14f � .• .,..,, .,,.-„-,,..,.,.-.. � O 30 O .. :. ` .. .._ �y�-� ji\.\ 1 in -ft. .� \ .. ` O .O O O O O p O O O �, II o 0 O I— w w w a � JOB NO. 182154 SCALE 111 _ 301 SHEET NO. 6 3/SG' STEEL PLATE WELDED NOTE: CONSTRUCTION FIRE PREVENTION NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, TO POST S GROUND SMOOTH VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES \ _ , j TH 0 DISCREPANCIES. CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE W •�T:�Vil� O AREAS SHALL z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA _ PROPOSED MILL & OVERLAY. �j COIINTYOPALBEMARLE 2-1/2' DIA. GALVANIZED STATEWIDE FIRE PREVENTION CODE. W - O Ikpataneat ofCoaununiry Developroeat STEEL POST. PAINTED WITH ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. SEE DETAIL ON SHEET 1y.�;,,- 2 GOATS OF PRIMER 3. (1� REPRESENTS ONE PROPOSED PARKING SPACE. z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE W ✓' AND INSIGNIA YELLO 4. VERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHERTHANI3'-6". RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA - LLI SCOTT R. LLINS� Construction Record Drawings (As -built) for Streets 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. STATEWIDE FIRE PREVENTION CODE. W The followingis a list of information required on as -built road drawings. It is referable that 3/4- DIA. STEEL PIN W/ MEAD 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR W 2I LU O No. 35791 g p W/ 3/B' DIA. MOLE FOR M PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND ACCESS FOR FIREFIGHTING SHALLBE PROVIDEDATALL / U-2 10 7/29/22 the construction record drawing be prepared by someone other than the designer. Please do LOCK LOCK UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN \ - V) not provide design drawings as construction record drawings. CN.I.C.) 7. SEE SHEET 2 AND 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. i 1 FINISH SURFACE 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT p1STA� _1 / ' LU SSIONAL ECG A. Asigned and dated professional seal of the preparing engineer or surveyor. n 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER �51GHT _ _ �� \ \ \ to B. The name and address of the firm and individual preparing the drawings on the title sheet. MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS / \ C. The constructed location of all items associated with the road construction must be shown. The items - io. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE 3' DIA- GALVANIZED - _ ' include, but are notlimitedmthefoilowi � EXCEEDINGyFEETINHEIGHTREQUIREASTAMPEDENGINEEREDDESIGNFORTHEWAALSSYSTEM. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER �' STEEL PIPE SLEEVE 0 CONDITIONS. \ 1. Horizontal Alignment - Show and label measurement points, and an interpreted line between CPAINT ABOVE GROUND 1 11. PERFORMED STRUCTURES S APPLY FOR MUTTON I,1985 MUST REMOVAL PERMIT A measurements. Show the as -built centerline over the design centerline. Distinguish between the PORTION SAME AS POST) iv PERFORMED IN ORDER TO APPLY FORADEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE y. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS design and as -built by labels and line type. Measurements shall be at frequent enough intervals to REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER accurately portray the as -built centerline, and the position of the roadway within the right-of-way or CONCRETE FOOTING DEMOLITION PROJECTS. THE VIRGINIA STATEWIDE FIRE CODE. easement. Any portions outside the right-of-way or easement must be corrected by plat or az. EASEMENTS FOR ATER SE SANITARY SESIDENTIFIER FACILITIES IS PLANBE , DEDICATEDTO PUBLIC TO AND THE construction. 3/IG' STEEL PLATE WELDED T EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL \ \ \ TO SLEEVE i2' BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS 2. Vertical Alignment -Show and label measurement points, and an interpreted line between ALBEMARLE COUNTY SERVICE AUTHORITY. measurements. Show the as -built centerline over the design centerline. Distinguish between them by 13. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE ARRIVE ON SITE. - labelsandlinetype. Write the constructed vertical elevations and compare to the design elevations NOTE' DRILL A 13/IG' DIA. HOLE TMRU PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE Z where necessary. Measurements shall be at frequent enough intervals to accurately portray the as- BOTH THE POST AND SLEEVE FOR BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN \ \ \ \ ' LU built centerline. For alignments which deviate significantly from the design, provide curvature and PIN PLACEMENT. VDOT NOTES: ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. sight -distances. Corrections may be required for alterations from the design alignment. 11. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE 7, FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE O 3. Edge of Pavement - Display the constructed edges of pavement and width measurements at every ROADWAY FROM FLOODING OR DAMAGE. APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR TIE-IN EMERGENCY ACCESS ROAD TO EXISTING 2b' \ - U station, or more frequentlyif necessary to accurate] portray the as -built edges. Show the as -built z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING accurately y g • ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. _ \ to edges over the design edges for comparison. for Show and label constructed edge of pavement radii for . U all intersections and cul-de-sacs. Edges for sidewalk, as wail as ramps and curb cuts must be THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; EXISTING DRIVEWAY SHALL BE MILLED AND \ included. \ . IS REQUIRED ATTHIS TIME FOR THE IMPROVEMENTS ATTHE ENTRANCES. HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS OVERLAID WITH NEW PAVEMENT. (Z4. Culverts, Pipes and Drainage Structures- Display the installed type of drainage structure, \ �• 3. IF A TRAFFIC MAINTENANCE PLAN (TMP)15 REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA ' 1/ \ \ PROPOSED z J 1- •• ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP STATEWIDE FIRE CODE. 22'EMERGENCY Z O O culvert/pipe size material, inlets or endtreatment(s), inlet and outlet protection, alignment and invert / LOCATION OF REMOVABLE F 0 elevations compared to design. Computations: For slopes tlatterthan design, orinverts shallower �•• SUBMITTAL. 8. OPERATIONSINVOLVINGTHEUSEOFCUTTINGANDWELDINGSHALL \ ACCESS EASEMENT a > than design, provide computations verifying design standards. .• �• \ �� COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND \ \ BOLLARDS & KNOX BOX FOR 16' O g 5. Ditch Lines - Displaytheconstructedlocation of all ditch lines, including typical section, direction of ••� i •• SHALLREQUIREAPERMITFROMTHEALBEMARLECOUNTYFIRE EMERGENCY ACCESS ROAD. I 26 - U m 26 N rn � z flow, and linings. i MARSHAL'S OFFICE. SEE DETAIL -THIS SHEET w 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage / \ \ \ 20 16' - g /� z _j O must be within platted right-of-way or drainage easements. Provide copies of recorded documents. O a 26 V, O F w 7. Guardrail- Display the constructed location of guardrail, including the guardrail type, length and \ a \ \PROPOSED LOT LINE (TYP.) o - - ~ z _j applied end treatments, compared to design. \ _ `J .. Q 8. Right of way and associated easements - Label deed book and page numbers for all dedicated O \ \ 2 _ _ I > right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. W rr \ ♦ _ - \ 'La m 9. Pavement Designs - Label the as -built pavement and base layers. Indicate the measured pavement \ ♦ \ I'r7 I 1 Q thicknesses based on inspections or cores as referenced and included. Inspection reports are required \ \ ` 1 \ I 0 LOT I LOT LOT ' 1 z 123 w for fill compaction, CBR's, and pavement applications. i CL 10. Street Trees - Provide design and as -built locations and species. Compare to design. \ s LOT 120 12�• - w 11. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. \ ♦ 0 20 _� \ I un I 11 -o m °' w \ LIMITS OF PMF t DAM BREACH 20 16 \,,., LOT m 1�11 9 LU LOT 118 ) a ton PA \ \ \ \ `u•_ y8 \ LOT / \ PROJECT BOUNDARY (TYP. 1 LOT LO 116'�6 ®• 4 m J' 5 \ n - 20 16 LOT 11LF p 16, O \ \ yO \ LQT \ \ o z PROPOSED113 VDOT .10 \ LOT \ \ 11i \ S1f / \ \ STD. CG-6 (TYP) 1 \ ' z6' , O \ LOT LOT \ _ 110 � J \ � 2a � VSR � 29 � � rn / \ PROPOSED CONCRETE SIDEWALK O \ 1O9 ° 6' O ° 5 \ LOT 108"tea m\ \ 1T Pz� i (P)VDOTSTD.� go+- n n \ i i y \ \ PROPOSED 6' \ANTIN S RIP :', \ L06 07 ° 30+50 1 \ \ LOT LOT Eje 20 1 G 2 (TYP) 10 -ro+ \ PROPOSED NO \-� LOT 105 RON \\\ ,00 l\•e \ PARKING' SIGN (TYP.) N DLi o 10' 6 %r - O \ \ 1O3 1 25< 31 \ ° PROPOSED CG-gD ENTRANCE (TYP.) �(: p.) 12 F \ \ \ \ \ 1 (P) VDOT STD. CG-'9 '. • ', .. : \ 2a / \ _ \ ENTRANCE (TYP.) ti6 Zgo \ PROPOSED'NO PARKING' SIGN (TYP.) z0 j/" 5 PN j / / 32+00 SIG l PARKING' SIGN (TYP.)co FRO 20 5\G% (P)VDOTSTD CG-gD \ LOT N - • � E (TYP.) \\ 1 1 C3) A- -TRANCE\\\1 A� \ LOT co LU •. . .`.,..• ,, '• 90 � ENTR LOT o°°R 33+p0 PLANTING MPX• PROP\ ED'NO LOT , - \ 1 9 ' PL z5 S pCK \ \ 10 POSED N / 9 / n� 6' A G � 6 PARKING' SIGN TYP.)\ N PRO O rn X '/ P) STRIP _ __ \ \) ( -i O PARKING' SIGN (TYP.) o- +5° ✓ (P) 5' CONCRETE\\ \\ \ 5 O ♦+ ( �\ LOT \\\ \� N SIDEWALK \ \ \ \ \ \ \ \ LOT 3 SPACE" `•`.•'.•'.• .•,.•,.•,..•' •'..` /\' \ +o � �� \\ \ \\\ \\ \� \ y5 \ \ T O r , . _ ..-LOT N \\ \ \ - , - 5 � - P.) 93 Q LOT \ \K \ ♦ (1.12 AC) \ \ M\N FR 1 \ \ o \ 94 \ \ \ , \ yti RE , W 101 CK 1 LOT \� \ \ _J ROPOSED'NO \ \ SBP Pn \ \ \ _ PROPOSED WALL / . . '. , -', • PARKING' SIGN (TYPJ \ .o / - 1 O %3 lob \ \ LOT _ - r r H� m eLL . = - � 96 \ \�\ \ \' _ � VAR�WIDTH WALL♦` / W I --I Z \ LOT \ \ \�\ N INST. � \ LOT � - `OPEN •, •'.M T ~ Q CZ % �. a / // .\: \ \\ 0 O \ \ 100 / \ .` LOT \\ / - 3::378 )`;.•,.• J \ - \ M %O PROPOSED'NO` • W PROPOSED STORMWATER _ o / O \ \ 8 - 9 \ P � ARKING' SIGN TYP. I -I 3 1k L T r Q MANAGEMENT FACILITY'B' - ` a O I •-SEE VSMP PLAN FOR DETAILS /". • •' `•' • .O _ \. 99 _ WP0202000a \ \ / VAR WIDTH WALL U ( 53) / „•�����.�PROPOSED LOT LINE �' \ � O O \ 1 \' \ I A NTENANCEEASEMENT.- ` L PROPOSED WALL '•� \ • 'd i INST. #: Y V 1 6' LANDSCAPE &, \ \ / „•„ '.�, \ i \ i :u+„�„ / MAX. HT. = 6' �„ 1 - ...-,.,,. Q ,�• -,MAINTENANCE EASEMENT. \ - � „ �,.; � � r . INST. # ;" J . / .,,.,, ' • / v . ♦ • _ `1 _ O \ / 4Ul I. / Qo Qo O° O° OQo O777 ' O° \O° + / \ /✓ 200' WPO BUFFER i \ ,«.•,. / O O O' W w \ /. \ .,,.,,.,,.•' \ o O O p O LI M ITS OF zoo YR ..\ .' .•" LIMITS OFSUNNY - ' ` ' ioo-YEAR FLOODPLAIN°\ . DAY DAM BREACH O \ O F OODPLAIN \ ,,.,,.,,_„ _ ° .. OPEN SPACE H W „_ \ \ VAR. WIDTH WALL / .. O `J \ , • ,` . • MAINTENANCEINST. EASEMENT O � /O o WPO BUFFER) .,.; \ ' / .,,.,,.,,r,.,,_,,.,,_,,.•,.• \ o o ° °. G. # o 0 0 // ° o ° S•273 AC �W \ /' / ,,.•,..,.,,.,, o a o 0 o a ��oo o° o 0 0 0. o O o o j z o J Q CD CD LU ROJECT BOUNDARY (TYP.) \' / O O O EXISTING STREAM \ R ALE N J O VAR. WIDTH GREENWAY « ASEMENT 30 .. .0. 15 30 '.60 120 O O o O ,- �\\\ ----.-- B_5537,PG D.745 /i -- / \i 0 b _ _ 1 inch = 30 11. w tL JOB NO. 182154 D O 0 o O O O O O o O o p 0 0 O O O O O O O O O O SCALE O O 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 1rr = 30r O p 0 0 O O O 0 0 0 0 0� 0 0 0 0 0 SHEET NO. D 0 0 0 O O 7 :`. , • D 8"x8"TEE ROPOSED 8" CL 52 DI WATERLINE I WATERLINE w — PROPOSE M000MB'STR ET ` ` '•s°G.v. _ - �w �w � � � - w w �w TIE IN TO EXISTING 8" D PUBLIC ROAD (56' R/W) = - w O — — D.B. , PG. - ` XISTING 8" DI WATERLINE w _ —w_- i��w -w - zs 5°, ?5+° z4+5°, +-- - �3+00 zz+so GRAPHIC SCALE ?Z. z3+50, 2 i `\\ �2• \ 30 0 15 30 60 I -- - - --- ( IN FEET ) 7-A NOTES: ' r - - - -=t — — ~ - J ISO CONTRACTOR 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER 1 inch = 30 ft. PROPOSED WATER _ - 0 �' _ PROPOSED WATER 10I CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES 732 SERVICE LATERAL (TYP.)- - - + SERVICE LATERAL -/- BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL J I � ! I I - - - - - - - - --� CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE PROPOSED FIRE HYDRANT OR PAVEMENT BEING PLACED. ASSEMBLY w/ 8"x6" TEE I I I / PROPOSED A ER \ O e�/6 �� z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE II s SERVICE LATERAL (TYP.) es �� 2 THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 2s 9p fJ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND LOT' I QA "s /F DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 18z 183 184 �I 3 20 LOT 2O 210 211 212 FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY 180 181 II 5 206 207 208 9 LOT G / SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. w ,3a �� SCOTT/R. CtTLLINSZ No. 35791 i�' 7/29/22 _: zo' ACSA UTILITY EASEMENT 0 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. D.B. PG. I + MH-44 j I I 213 �j /\ S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL zpo'ACSA UTIICL�ITY EASEMENT I � I // LOT / \ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Z o - 214 j /� d� V / •r. / � 5 e �it LOT // v U m S S / H 3 - \ P J _ PHASE ¢ II_ - - S PROPOSED 8" SANITARY SEWER LOT n w I I I j Imo. — _ — \�� _ \ \ ✓ / / LOT PROPOSED WATER _ " w PROPOSEDSANITARYSEWER 1H5 q 3 ¢ SERVICE LATERAL (TYP.) I \\\\ / / / 216 SERVICE LATERAL (TYP.) u - PROPOSED 8" CL 52 DI WATERLINE � a LOT \ \ / v \ �\ o w U 2 LOT LOT LOT/ `� vvA A A\ LOT \ S l 35LOT \\ \ / 21 LOT I u am : I 1 234M233 232 231 LOT�\\ 186 LLI a / \ \ OT \PROPOSED WATER SERVICE LATERAL (TYP.) I_mI \ PROPOSED SANITARY SEWELOT PHASE III y v vv LOTv v v o V \ 21$ SERVICE LATERAL (TYP.) \ 187 - o zo' ACSA UTILITY EASEMENT \ \\ `', zo' ACSA ACCESS EASEMENT \ \ / \ _ DB.�PG. / LOT / v vv \ vv / 21g D.B.�P / / v IF LOT -r l = - -PROPOSED WATER / ! 229 �\ \ V A \ / / LO 3 - _ v s LOT -_SERVICE LATERAL (TYP.)/ LOT / \ \�\ 2o'ACSAUTILITY EASEMENTIL \ G \ / / / /\ 10 PROPOSED8"x8"TEE -- - - /I 228 \ \ D.B. PG. / / / \\ LOT - _ & (1)-0 )-8 G.V. i LOT - LOT \ wo/1 / . \ \ \ CvGpo�Pp QG � F N 22]189 w 221 41 EXISTING 8" DI WATERLINE C N 00 - 6 6 PROPOSED SANITARY S10+50 26 aioo 222 LOSERVICE LATERAL (TYP.) EWER -- - - -1 nN 3 I w LOT -PROPOSED 8" SANITARY SEWER 3�, 225 \ \ s \MH 42 SP CE • / \\� M ML9 I I 190 - xSo LOT // \V (0.122 AC PROPOSED WATER _ C I , • , • • � /SERVICE LATERAL (TYP.) REMOVE. PLUG & TIE-IN TO 8"\ 224 \ _� C' r• ' DI WATERLINE PROPOSED 'UNDER PLEASANT GREEN. + p :. / / i i / \ I I 191 \ L04PROPOSEDS SEWER t �',� \ V? o zA FINAL SITE PLAN K . . • .. • • • - - .. _ \ > 1�x \ 223 / 2 SERVICE LATERAL (TYP.) \ C \` M Y = - =_ - „ : • (: , • , • , • , • PROPOSED 8" CL 5z DI WATERLINE, ,S, oo \ \ FIRE HYDRANT ASSEMBLY PROPOSEDsUNDER ' V= \ \ 36 /`,.,J - - PROPOSED WATER \ 0 J 3 I LOlT LOT I ' `•', -'. : '. •. \',: GO�� PLEASANT GREEN PHASE zA FINAL SITE PLA \ \ \ - _ SERVICE LATERAL (TYP.) \ LOT N PROPOSED WATER SERVICE LATERAL (TYP. 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LOT \ \ (D.B.1396, PG. 69) 123 LOT0 'LOT laa LOT ° lzlal > o w \ EXISTING SANITARY SEWER MANHOLE (MH-EX-11) \ LOT C� PROJECT BOUNDARY (TYP. \ RIM TO BE LOWERED FROM 761.92 T0758.0 � - - _ \ LOT 11$ � 1 PROPOSED 8"x8"TEE — \ EX. INV. IN=745'99, EX. INV. OUT=745'82 �. \ \ LQT 11 & (1) - 8" G.V. a / \, \ LOT LO 116 0 ] • r PRO OSED FF E HYDRANT — LOT LOT 11LF 115 1 1 1 ASSEMBLY w/ 8"x6" TEE \\ 113 PROPOSED 8" CL 52 o 'V LQT 112 DI WATERLINE .L \ \ \ LOT 111 PROPOSED SANITARY \ 0 \ \ \ LOT 110 SEWER LATERAL (TYP.) \ \ 0 - w N N \ 109 M o � N . - •• - •• \ LOT LOT o R \ - M o \ 1 $ PROPOSED WATER- '� L 10 10] 10+00 _ 30+00 \ LQT \ \ SE VICE LATERAL (TYP.) M M � \ c \ PROPOSED FIRE \•' , Q \ �\ - PROPOSED 8"x6" REDUCER & 6" G \ HYDRANT ASSEMBLY LOT — �a� 1 10 105 6 \ \ 5: ' • ; \ 1 PROPOSED SANITARY- o M MB`\ CRpp Q\G9/ - 5 — LOT \ SEWER LATERAL pU S 03 4 /\L9 \ EXISTING SANITARY SEWER MANHOLE \ PROPOSED SANITARY ; • .; P M 3� D•8 Cn - \ (MH-EX-1o) TO REMAIN SEWER LATERAL (TYP.) - • •; . PROPOSED 6\' CL 5 DI WA ET RLINE OQK�N� t NG PROPOSED A.R.V. "ED WA 1+0o MH-48 I PROPOSED WATER m M" 3 R J ® M � 3 � MH 39 PROPOSE ER M SERVILE LATERAL (TYP.) SERVICE LATERAL (TYP.) ' PROPOSED SANITARY 1 O J 0 TIE -INTO EXISTING 8" PVC SANITARY SEWER : : 5. ^ ` \ 6 o S. I 5' PROPOSED WATER SEWER LATERAL (TYP.) a \ \ WITH PROPOSED DOGHOUSE MANHOLE . •; '; •'• - - • - . • . • � I \ 32+5° " � I LOT cy) LOT M SERVICE LATERAL (TYP.) 1 ` -���-- 102 LOT $9 ° \ ; •', PROPOSED 6" CL-5z DI WATERLINE 9 1 \ \\ \ \ o 1 N Lu " S " \\ LOT \ V \� M \ \ \ \ 91 \\ \ 1 N 1'•` 5 /,' LOT N \ ` OPEN' SPACE, — \ \ \ PROPOSED 6" 4S° BEND 4+00 zo' ACSA"UTILITY EASEMENT \ \\ a \ \ 1 N J % — 3 9 D.B. PG. LOT \ " ' Q ° (1.12AC) \ 4+50 "y.. \/ o / 93 \ _ z L ;.: �� LOT 101 \ LOT ° \ ; \ ,�\ \ PORTION OF EXISTING SANITARY ° • • • � � � � .' -, ?� � -" PROPOSED SANITARLd Y � 1 LQ \ \ \\ `\ G \ \ S \\ J SEWER TO BE REMOVED & i L T 1 \ T \ 94 \ \ \ • ,• .- •. •. •. ,. �.. .• — ! SEWERLATERA (YP.) '" \ \ \ \ \ \ \ o \ : •', • • % EXISTING EASEMENT VACATED i- MH-4 ; ! " LOT \ \ _ / i--i r \ -47 9 95 \ \ \LOT y J . i Lu 10 PRIVATEt 1 \t \ \ %\ \ \`\ — — ~� z a \ ( s ���. .� PROPOSED STORMWATER �' "' % \\ — �PPROPOSED WALL ` 3 V ' . D B�I PG. E �9%T V A — -r N HT. - 100 t V �.. MANAGEMENTFACILITY'B'-� _— P� LOT \ \ V , r ;. ;.`;. (MAX.( -6')- / O c zo' ACSA UTILITY EASEMENT ♦\ 1 �• 1 \ _ PAC£:E ;;.; SEE AI S\ PG_ J•'.ow LOT W a' u \ VS WPOzoz000o DET L 1 /X� + D.B. — 99Lu j I --I »•• — —ems 1 1 � _ -- OD \ •T.c - ''% —0 1 / — A,��,in�n .,. ---- — — — — — 1 . / PROPOSED WALL `„� \ Prp w o / . MAX _ . . . 10o W may" MA NTENANCE EASEMENT Z o _ / PO BUFFER • SWM FACILITY & \ r.,,. / D.B. , PG. OO OO Op OO p O!-„O O \ \, . \ \ �' \o W z OO O ♦, \ \\ , MAINTENANCE EASEMENT \ rs••r r•' / U OO OO O pO \ /' W CD . o O „ \ MH EX 9 \ o o \ Wuj O O� \� .. \.. y '/ / j i . too YEAR FLOODPLAI \ \ O O �/ \ o - ° .. /o .o o OPEN SPACEt.J . / o o ° °. o ° / o o. ° (WPO BUFFR) ° o o o q o 0 0' o o ER -- \\/TIE-IN TO EXISTING MANHOLE (MH-EX-g)~Op �.�0 0 O p O / . OOLu i� O �. o O O /► " \— 0 o. 0 _ 0 5.a73 AC o � � 00 \(D \ / /' ✓ p O PROJECTBOUNDARY(TYPJ . / GRAPHIC SCALE (a'� 0,�? 6O O 0 'O EXISTINGSTREA ---. / \\ \�� 30 0 s 30 60 120 CDw CN O IN FEET 1 inch = 30 . f t. 0 Lu / .. ./ � JOB NO.o O � 0 ° ° o 0 182154 O O \ O O O O SCALE o ` O o 0 0 0 0 0\` o o° o °° o 0 o e o 0 0 0 1�� = 30� c q\ o 0 0 0 O 0 0 O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 SHEET NO. 0 0 8 10 F \_ w -- �754 /. q - 75° - -w �w � \\ \ ` ` / _ T OFF/ :. j5z w ( Z 6 SLOPES STEEPER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX — SLOPES w � — O� 754 ` i.. WITH ANNUAL RYEGRA55 BY ERNST CONSERVATION SEEDS AT A RATE OF - W ` MCCOMB STREET '- - - - �' ' - � � 6o LBS. PER ACRE OR i LB PER i o0o SF UNLESS SPECIFIED OTHERWISE TYP. - - - - � w � w � I 01 PUBLIC ROAD (56 R/W) - - M / ( ) - - - - - _ - -� w l — SCOTT R. LINSZ M- D.B. PG. _--- _ M \ ` / / / / - - - _ \ ` _ w w i U No. 35791 .'n ---------M w------M f- PROPOSE D8"_HDPE ROOF/ ro� / // / it \ _- _—w w + - - / FOUNDATION DRAIN SYSTEM 1- --- CCQ \ / / \ - - 744- - - - - 1 - - _ �_ - - �5+5o 25+00 66 z4+5o I-�- -�3+00 JA2z+5p X3z Mes%R -� // / - `\ \`------------ -- --- `\ -------------- w �w - 0 7/29/22 cz �4+00 �3+5° E% \ / / x 74$- �SSIONAL Ej3�'1 / - 5 a�xOpO ° \----------------- -/ --- /--- � io,:PRIVATEI I _ - .- _ _ _ BSB</C 2/ a. -----_---------- - - - - -- DRAINAGE EASEMENT- - _'•°°° _ 34/p RF - - - - - - - - D.B.PG.�S�; 3 Ic RFz6A 1, !\/ G�9�d / i---------air---- \-- --- -I - - - - --- __ 1 - TIE -INTO EXISTING STORM STRUCTURE ° - _ _ - �o �� -I 9 Z5 PROPOSED8"HDPE ROOF/ / / - - - - - 32 - - - - - - - - - 0 0 FOUNDATION DRAIN SYSTEM % // o I TmiwuVDww�vmm/.Wc)y / `v•"' "woA1'1 LObTTiy "mD /mLA T' J'D�;]umI'I i anAD -LOm'T INDAII LOvmTn WD11 t°oinOAu I \\ 78\ w R�\E\P\L\ACE EXISTING DI- B (L=1o') \ / / � W E o OLOH LOT LOT f T 181 1$� 183' 184 3 N 0 a 205 LOT 208 2O9 210 211 I /7y .o0 212 P �t \ 30 / u 180 u _ o l 2067 I LOT �` ` mow' PROP"HDPE ROO/ o w =, FOUNDATIONOSED8 DRAIN SYSTEMFI +° U 3 I, io' P IVATE DRAINAGE EASEMENT I d ��� b• I� \ / / / / Vl I I / ~ Tw a j I - - -I - - I I D.B. PG.- / LOT ,^� RF 2 7s / / / / Z o a o _ PHASE III � p - _ - - - - - - - zo' PUBLIC DRAINAGE EASEMENT 2� ��� 5�/ • / � � > - _- -PROPOSED zz" HDPE _ D.B. z6 PG. z / y j / / - 748 _ 5 4r 97 / io' PRIVATE DRAINAGE EASEMENT / / O � f F 752 zo' PRIVATE YARD DRAIN SYSTEM 5 _ _ 7 6 \ �� , 1 LOT / � \ D.B. PG. \ \ / \' _ / / / / �..� u c z 9 RAINAGE EASEMENT - 7460 7p - / 215 / / \ o RF-z 'A J ti D.B. PG. / / YD- i - 74 _ _ - - _ TIE- N TO EXISTING STORM SEWER WITH/ / / '� PROPOSED 8"HDPE ROOF/ / e / \ / z O 40.5 - PROPOSED DOGHOUSE MANHOLE / '1�Ga0 \ \ FOUNDATION DRAIN SYSTEM / \ 1 ' / n z � YD-gE - - _ ~45.0o W W r - - - - - _ E / 46.00 LOT G R-747 0 5�h I n IYD-8E - - / _ \\ \ / / / LDS .,1� 1 \\ / -\ \ / / /� m io' PRIVATE iH5 ROPOSED DRAINAGESYSTEM \, I \ \ \ \� / PROPOSED 22HDPE / / / / / w -DRAINAGE EASEMENT I LOT pYARD DRAIN SYSTEM ti�O \ / / / / o D.B. PG. G - 6 0 - r _ — 2-35 LOT LOT LOT 737 \ \\ \ �k LOT � 3 \ / \ \ \ \ / \ / / 0 — kOT FE= 6 s� �, 234 233 2 2 LOT LOT zo' PRIVATE � � \ � 21]/ ' (� �01 0o PROJECT BOUNDARY (TYP.) I _ - - � / j / / / / / � - / 74 33 I 3 j44 m „ m m 3 �31 DRAINAGEEASEMENTk� , �� <� \ \ / / / w I / 186 I V �mA mA mD m 23o \ �� \� \ ce LOT \ // //// // / 5 18 2Cz ''1 � �o \, i / \ \ \ � / I \ / / // / / / � / • / \ \ �-E_7453 0° �\ - o ° w� �� / / \ L .1�°�1 \ r YD-gD ] I — + W _ o / s.67 PHASE III �, �p \1 / TIE-IN TO EXISTING STORM STRUCTURE � � Y / G R-743-00 - - - - io 1 �'� 229 / \ \ \ \rot \ / / / / i / // 74�33 LOT FE 1 � 188 _ - "PROPOSED 8"HDPE ROOF/ - - -- - - ,zR' o LL3T \ �' 130'• � X-z\� �\\\\ o'PRIVATE / T C� / \ LOT PROPOSED 8" HD _ _ / (�P• ,:1''� 28 \ / ,,z� � \ i\ \ � _ _ - - - _ � � ' / -� / / / G R BhEASEMENT LOT w-FOUNLOD—,P /i89 22-_ -_ -- -- -- --- -- — -_ \ OT zHDPE 12 11 / p �vi rnnN SYSTEM aj+po \ .: \ � (z��'A''4' \ / \ � 222 / / \\ \ M�, r \ 1 / 7fi9'67 I G R=74 .00 ,RF-18A ' ,. � ' ' 1� c ' _ \ ola , \ :,11 .1 225 \ \ "� \ `/ / P :.•• RFj 36 - � •°' TIE -INTO EX�ING STORMSTRUCTUR� p °� .\ _ X zi \ 3 � r I I LOT E=740.67 6�0 \ 1dx \ TIE-IN TO EXISTING STORM STRUCTURE / So `` \ 13 ° LOT / ^�\ \z ' / 56, U B STRE T �90 _ I • ' `73 ? PROPOSED 8' HDPE IC STREE PROPOSED 8"HDPE ROOF/ r �,,1 1 — / OF D' '8Z3�PG. Z / G R= FOUNDATION DRAIN SYSTEM `' FOUNDATION DRAIN SYSTEM / N b 97 \ I I I / SLOT FE= 73°9$p3 I 3 • . , .\ . ,. -',. ', • , • ._ :. • \ � /o F� \ � / � • .�`) 74 q 7 I 734. \� v� ..1� LOT / yp_g 1C^� ° /111 .. o ';..•,ft•'��.•`.•`.` 74 Q- '�'� rot / / \ � �i nr � \ �' / � \ io' PRIVATE DRAINAGE EASEMENT 'A ti 2 \ LO ('M Q - D.B. , PG. \ x°o \ k/�1'� �3'a / z \\ \ Q „�� o - _ off. \ 5 ® Cy) .-.• .• .• .• .• .• .• .•.•..•` �N to .,1'z / ✓ i \ L� C9 �' RF-z3 ti I� 737.0o LOT_ FE= 3$. SPA • I` • �.. e, '`73 yGO� N /1 2 �' : • • ' • ` `• ` •: `?' ` O rG A SO \ o D.B. PG. - 37 LO :^ RF-z A 9 \ \- B 9 G w / 3 \ YD-gB / zo' PRIVATE DRAINAGE EASEMENT " �:. �1 Q ��� \ • \/Lu w I co PG. r ST RF-zo G R=737133 - .. g . • . -, . -, . -, . , . • . , - - .. •• .I•�. •• oj.o 'P //Q r� F- o x �: M— ' � � °' 20 T �� �' . ' ,� ` • � ROPOSED 8"HDPE ROOF/ LO � \ LOT 4% PROPOSED DRI�fNAGE SYSTEM.A y y (� a 'FOUNDATION DRAIN SYSTEM / Ln LOT FE=738.bo '. Ci 9 F%J a �� \ ; • 239 L ac / ( w N N ' \ 34 O �` 'SPA•C:,4: ` z _ Is '' �'� �— / I I w 3 N r L T ?45 — \ d) �,' / sp 1~ y _y 3LF0 o OC a y - - - _ \ 8 -'. `.•`:•`. `ro.4$9X�El` �`�` c x q 7O ada y LOT \ LOB-737133 3 I : �,1 , • • ,zo' PUBLIC DRAINAGE EEMENT \ ' /q / % / / N > m 2 �o' PRI ATE L N J z4 -i - � �. _- 44 RAINAGE EASEMENT , r YD-gA 1 zz — 43 6 L I � � _T 2 � Q / RF 18 - 73633 \ ROPOSED DRAINAGE SYSTEM', -k z41 /+ X-5o D.B. , PG. > / T, �•1, I — i • • 7 - - - / R - Z -- .. ,i •, •, -, •- •• -, •, •. •, `R Y�DRAINSYSTEM \ e - - / �. •. '.-' i /LOT 1 FOUNDATION 24 / I �8 / aF - JLd Q , • • '• . . TIE-IN TO STORM STRUCTURES PROPOSED UNDER / D 7 GO o ' ` PROPOSED E ROOF/ - ? I � UN TI SYSTE • ,PLEASANT GREEN PHASE IIA FINAL SITE PLAN (SDP 20210007 • :'' .-�.•`•.',. - J`Il'/h 5 Ate•'-�' - L- DRAINAGE SYSTEM PROPOSED UNDER // / / 1 -REPLACE EXISTING DI TOP \ TIE-IN TO STORMSTRUCTURESPROPOSED UNDER ,•: �'--/'jm,•' :;" `�-_ / �/ ,', �T° .„ s`:- \ h r ,�' \/ �i � -�3+5° M M PLEASANT GREEN PHASE IIA FINAL SITE PLAN •PLEASANT GREEN PHASE IIA FINAL SITE PLAN ^ 1 // / y59 /io' PRIVATE DRAINAGE EASEMENT • - 22 N S 5 r tWITH NEW DI-7TOP-- - — W H �L j - i6B re $-(SDP 202200074) :, _. _ . (SDP zoziooyo74T j. Y Q / / / D. PG. Z 7 - '.722� ^y I / I -I `J �•,: �M. : y zo PUBLICy . j •. Q �� / / /LOTj �� / / -j2o . Q .. � : , ' I � ` A • _ . / LOT 06 zz+5o "" - DRAINAGE EASEMENT, /. O \ &0 / 5' �' 1 ZZ+Op m B P / �� \ / / / I LOT y \ zo PRIVATE DRAINAGE EASEMENT L D G. / 5 ao' PRIVATE DRAINAGE EASEMENT---, C� /���j O /LOT / / z64' PG' z97 Q 5 — 3� M ', , . f _ �: oPo / / / / \ 57 720 / X-52 LOT / — f--i PG. _ �- ai � .; :.., • . , . . • , : `� 4• / �1 5 � Q / I I / � I � � . s ... , • • ' .,' *so �G 15, ., a b I I LOT \ o / REPLACE EXISTING DI T I S / - _ I _ _ - 0 ' �„�•. • , . 9 • , • . \M 0' � / <, / / LOT / ° MANHOLE —� a I U LLI .<• �`..4. / Q o �z / / �/ / \ L56 WITH \` ,wmaxx GAR=737. GAR 6. 7 / / LOT NEW MA T - W �3 e• FF=738.0 736 FFE=7373 ,\.-`.•'. •. �. o° o // // // / / /'I \�� �/ 25 // LOT 1 : � f H OPS SMT= z .2 BSMT= o • �`. •'l - -TIE-IN U _ • M / ��oT / / / I LOT T INTO EXISTING STORM STRUCT RE I Q 5 / 510 / LOT • 1\ LOT x OT e L T / z6 LOTGe / 9 / % �� \ L54 z ' PRIVATE DRAINAGE EA EMENT I \ 17 _ ul Q 6 — � � L• . •� . ' � . • . •, . / . -, � / I 9 �O O � `'• � ., 1. i64 / / � / v l o / o G S / �� /I 1 I \ - - � / - � /a O� _ _ / �/ D.B. PG. / I v / DRAINAGE SYSTEM PROPOSED UNDERLU �, �✓ OT— pG 9R lq PHASE IIA / /� or / ��� / / / J/ I \ ---- ' LEASANT GREEN PHASE IIA FINAL SITE PLAN / N \ \ ` L q �� LOT / 1 \ \ ` — — — I PHASE III F / / • / Lu wLu 7� - SDP zozi000 / X / / 53 /^' Co' / 27 / I - - - y I I. ��. ,`. .\ • / / ( 74) _0 7z6 v- -- =_ — • _..��'. •,\`../•%,\'•+ ` . 'y ' // —— _\ V I \// /� '� � ��?oJ�' w _ ,' � // �\• ���L2uv/ ITS OF PMHF — - - - - LOT- DAM / OT OT732 I— F8 J\ / , / , / / w 70T \ / 1sxSOi " \ \ \ \ LOT yy / / \ 0 z \ =� ..�._•\•',^- �.`��--"GCS \`i _- ) ---� \ / \. _7- -� A , \\ � M \ s \ LOT / / /� i� 4 s � U% — • NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE f/� \ 9 / \ EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / \ 9x°° / \ / / zo N w z �� •� _ �?: - \ \ ` _ / // ; / xh° / \\ A" �n Lu / y 2 _ioo' WPO BUFFER (TYP.).. \� \ \ I ` �0 / / \. / \ / / / / / i \ LOT \Q / /Q40'� \\ LOT --. •l .\� \ate \\ ` 3� w / / / LOT \ ``\\ \ / / `�♦ _ _-LOT`• � � � \ LOT / / zz \ \ \ / w L OLu 32 R/AT SC A E LOT 23 \ ��Ln - � �•., � � ` � 1y \ � �8><° \\ \ \ \ � / 24 \ \ cols No 15 / 6o z0 o ♦ `."""" ,�. \ s ° \ _ t� — — _ \ \ \ / \ _I-1 / 182154 - -._ :6- 1" J / ♦ �".,,.,,.,....r�,..r ,.. �- - - - \ \ / - - 6H - \ I \ \ \ LOT SCALE ♦ p LIMITS OF SUNNY` - \ / 44 ROJECTBOUNDARY(TYP.). \ \ _ \ q / 1u _ OI / O DAY DAM BREACH ` - - W FEET - 3 / ♦ ♦ ioo-YEAR FLOODPLAIN (TYP.) \ \ _ — \ \ 1 i ch = 30 £t. / / SHEET NO. o \ \ — \ems / �LOi\ I Z>s0 \ \ 2� j. / // / LOT 11 SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX _ _ _ T 0 WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - - 6o LBS. PER ACRE OR z LB PER i 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) O �1�� - - - io' PRIVATE DRAINAGE EASEMENT / _ ' EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. D.B. PG.-_---SCOTT R. LINS \ / c / •- ROJEC TBOUNDARY(TYP.) 0 YD4 B --- --- o N0. 5 �Z�1 . _w w 7/29/2w w w w w w 7 Y/ SZONAL©PEN 4---- Z - 7 ,Rw -- G1 �4 ------ -YD-4C POF/ 760 � 754FOUNDATIONDRAIN SYSTEM /. �YD 4D, • � i 797.3 `r � I / LOT I f 754 `.. �- k / LOT SP CE --- - - ° LOT 152 € 666 �. SLOPES .: 7sz LOT 1 1 I , •• . •, . •- . • • `/`.' --------- �. WI H AN LOT / 150 5 T (o. g2 qCr- MCCOM B»STREET T \�\ LOT 1,,8' �49 T m y m PUBLIC ROAD 56' R/W) - - - - - - - r \ LOT \ 147 G� n mA ❑ ; :.. ; -� - D.B. PG. -_--- -- M _M \ ;- LOJ/ r^A ° -it, v _ ..; .` -m -----M M M----- PROPOSED8"HDPE ROOF/ M� WALL MAINTENANCE EASEMENT 146 \ m A ❑ n , 0 ^ - ` - + - TTT--- \ \ \\ mf�o „ „ J J � �++ ?� - I , • n. _ M� �� - - FOUNDATION DRAIN SYSTEM I- � %------_ CCt� F D.B. , PG. 59.3 LOT �45 ^ v \\ \\ a,' , ° sg ° ; 1 �M/ - �5+50 z5+oo' 66 24+Sp I- - z +00 �Dzz+50 z ?� �' v+ co _ uT• wr'': / - -t / 2 +pp - X-3zLu �3+50 - :)'PRIVATE � / +09 � 3 � za+ \ LOT v� o �m \ 758.33 _ - z6 / 4 -- - - 1 / o „ ,3 -- - - RAINAGE EASEMENT / / •..°. 5 - O _ io' PRIVATE 1` 764 TW LOT 1 2 4 F ° �" \ ° - - _ D.B. PG. \ / --- a 4 9 `p26+5° DRAINAGE EASEMENT° - - - V) 76o BW LOT 1L�1 - - ��� o Pym mo _ - - \/ p ; ,. _- _ D.B. J PG. 3 - -_ � PROPOSED WALL � ` I - - \\ � � m � � � - RF i A (MAX. HT.=4) 1LF0 ��P �� o i RF 9 m i,00- i-- w r w w F�3' - w r -- \ ¢ O PROPOSED 8" HDPE ROOF/ y o _ 21 - - - �{ ` R To z \ - _ - 'T' }o I�. 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PG. LO2 m 120 12> - / - ce / / / ' EXISTING SANITARY SEWER MANHOLE MH-EX-u A / \\ 7 9( 7s ) RIM TO BE LOWERED FROM 62. 2 TO 8.o EX. INV. IN= INV.1 UT= 4 82- 62 \ LOT w 745�99, 745� 756.E 7 / 11 "^ 1 '< 1 `° �`� 7 L 7/ v .� LOT 116 / / / PROPOSED 22" YARD DRAIN SYSTE ' h -6B LOT 67 LOT 11LF r u \\ rr RF-8A \- �C � ao' PUBLIC DRAINAGE EASEMENT 760 � \ \ \ LQT 112 � \ / / D.B. PG. LOT 111\� A v n 9 \/ / j` PROP / LO 1 �16- \ \ \ o a`o moo �Y OSED 8"HDPE ROOF N N w N N / / / / o \� 0, • -\ FOUNDATION DRAIN SYSTEM O9 \ \� / / - \ / / / / / YD-6 \ LOT 107 T8 AA \ €70 io' PRIVATE DRAINAGE EASEMENT / io+oo _ 5� -� / / / // / / // ✓ :15y,�,�'.3�4\5�. / 10T 106 _ \ Win_ \\ \� `a �''' D.B.PG. RF-n /M o+50 / / / ' i � -• ' • • ' lOLF m A `_`� � o• -` 0 8 �' M 49 Rlwi 3 L9 FO .• m p m� �� UNDATION DRAIN SYSTEM + o M �g�\C G. / _ .lam! .` - _ � ow ✓ 315 i Pp•g•� _ - o; - 6oD 1 c 1 \\ / \ \ /' SWM FACILITY & MAINTENANCE EASEMENT - ' Z EMENT D.B. PG. „, o 6 B BUNCj VR�O y/ 6 LM 1 CfAR ZS j� /. / •. •. •. •. .�S 6. '✓'� '� i-\-4q 4 tp0 RAM_�� / / / ! / / )• : 1�? J \ �� `m PROPOSED 8"HDPE ROOF/ - i 32 - \ — \ 33 BSM - \ \ /// • .• G - SYSTEM / / / / \ �/ '. • �' / R=758P0 � / ` 754.67Te \ `FOUNDATION DRAINS , M � j� � o / FF -758. + 0 B N I io' PRIVATE DRAINAGE EASEMENT 32 5 / = T=75 7 / _- SM 4 \ / / / i. • ' 1� / / ' X 6. 6TC 6oB D.B. PG. % 756 \ j58 BSMT59 8 / / �� CM / \ 102 /� 75 5 RF-22A'+00 -'6,4 -xx \ y5 .67 \ 74 LOT/ 89 W / / / . � •: `• ' ` r 1T�, \ \ �- \ BSMT= 50 'LOT \ /4 / / / PROPOSED DRAINAGE SYSTEM O A M FE 8.8 \ - / _ 75�6� / + 5tr J �� \ GAR 75 BSMT .00 91 \ / ♦ / �' r / \ ✓ /� R= N J 75�33 — _ 34+00 j SMT— — — 92 \ \ 1 1 FF =758.' 24' PUBLIC DRAINAGE EASEMENT 1� .; _ ' \ +'' \ GAIN - / -74 - LQF - _ / \ \ \ / \ Q y • : :` LIT LOT as7 \ \ \ _ � ' ` , • �: , `' ` . • % • , . SWM FACILITY &MAINTENANCE \\ / � D. � P 34+50 - � � r �550 = 57 � \ ' / � / iEASEMENT- D.B. PG. \ / 7�7 °° - _C ,LOT — \ \ / - i� j \ \ •' PROPOSED ST RMWATER • • . /,57 � SMT= 8 95— \ \ � \ \� / ` `;' • • MANAGEMENT FACILITY'B' - r / G R=757 33 I I GAf�j55 754 1 747 7 \ LOT 7 \ \ \ — — \ - �jl '74 . '.r'. ` J, • / U SEE VSMP PLAN FOR DETAILS- \ FF-758.00 \ I I - 75 _ - \ \ _ -\� r ✓° / LU LL / ! / LOT /� \ I v 1 =755 42 BSMT=? .6g 9� - l \ \ ) (WP02020000s3) \ / y 96 ` : - LOT \ \ \ \ - - y 74a , '.: % . .,, V _ `�. �. B. ,. / .• \�� _ T56� s4T. LO v— ,. V' \.vim �\ / ••... AV A _--�%`%.` _�• // / 1V A \V A � � NJ ' � 7!+ �£•�`' '.�'. .•/•' •/' • �• �/ /. J \ r �•� 1 7 1 97 :. 46. 744 j42 • 4 1 7 i Q A MAIN N E NT W OD C % ..........'\--- /\.LIMITS OF SUNNY �•a„•,.\r . ti:� .. / SLOPES STEEPER THAN 3:2 SHALL BE PLANTED' / - i 73 ' DAY DAM BREACH / ✓ J i.....�, \ \ - - - - - - -. - -\ /� / r.c� WITH NATIVE STEEP SLOPE MIX WITH ANNUAL. \ \ .. ..:.+�5%..,,.` //' J '� \ \ : ', • / RYEGRASS BY ERNST CONSERVATION SEEDS AT 5 �`: \. \ / A RATE OF 6o LBS. PER ACRE OR i LB PER i o0o SF [ ."•" O d \� / W - �\ �y sF / O O \ / W SWM FACILITY & MAINTENANCES \ I F , = / / UNLESS SPECIFIED OTHERWISE (TYPJ \„�.. / / \ O.. PROPOSED WALL. O / OI O / W W \ ( \ G \'EASEMENT - D.B. , PG. \ :. • fy / / i / / SWM FACILITY &MAINTENANCE \ �.•� J / O \Q (MAX. HT. = 6') / O LL .a �. \ .........,,.,.... EASEMENT- D.B. PG. / / ./ .,,.,,...� /S E I 1 \ \\ •...,,�i.,. — EVSMPPLAN WP02020000 /o o OPEN SPACE H 1 —-_ 1� a / (D o. (WPO BLI .^"' �� FOR SWM OUTFALL DESIGN ' /'.. O PROPOSED VDOT STD. ES-1 & CLASS Ai RIPRAP LINED - ,��� O �- 6-a"►_�, p C� O ° O/ p O O. G SWM FACILITY & / ( W I / J \\\\ \ \� \ \ '".,,•„• OUTLET OUTLET PROTECTION w/FILTER FABRIC /i j (D O O - - - ! ° O O j ° AINTENANCE EASEMENT 57Z7.4�.�AC UN DERLAYMENT (L=20', Wi=6', W2=iz',D=�.5') �® / - �. _ / / D.B. � PG. \\ \\ \ \ O p PROJECTBOUNDARY(TYPJ EXISTI REA O O (D O/ 100-YEAR FLOODPLAI O :O l / / ® O / . / .. .. O W _ f N J NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.- / -- / / --- GRAPHIC SCALE o w Ln ---—sue\� .. JOB NO. � \ — l 8215 G 1 � O 0 o O \p \\� \ \ \ i / ( IN FEET ) i /Q O�.\� \ \ \ \ \ / / SCALE ° ° — O \ — — — — C_& — / _O -O - \ \\° \\ \`-- \ I 1 inch = 30 A, _-/---_---_p � 0° �� ---- \ -- ' __ � O° � ��? �---- ----- --- � 1u=3Oi p - / \ \ \O \ \ \ \ - - - - - p O - - - \ \ - � � - - - - - - - - - - O 8- - _ O \ \\ (� O O \ / - O ---- ---- \\ �- ���- t 6- a 0 O O 0 0 0 O O O O SHEET NO. - ' - - -��-- \ - O O � O p `------- \ -0_- -�-- \ - - _ _-per--� �p O o — 3 Drainage Easement Chart Pipe No. I Size (inches)l Max Depth (feet)l Easement Width Required (feet) I Easement Width Pm4ded (feet) 53 24 7.1 1 18.2 24 55 24 8.6 1 21.2 1 24 57 24 9.6 1 23.2 1 24 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNEC7701V TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON VDOT. THIS PLAN AS ( ) DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT WIERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND C0NS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VOOT UNLESS OTHERWISE N07ED. J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROMED IN ACCORDANCE W77H THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTTLIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VER77CAL). KHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR S TABILIZA 77ON 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. 7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM W77H THE 14RGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES. B. UNLESS OTHERISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONS7RUC77ON INDUS7RY (29 CFR PART 1926). PROPOSED STATE MAINTAINED ROADS: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, 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. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 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. TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 94VPD 7VPH 10VPH PHASE IIA - 10 DWELLING UNITS PROPOSED - °T 47 ENTER 47 EXIT 2 ENTER 5 EXIT 6 ENTER 4 EXIT �..-. Lm =s LOT 7( 264VPD 21VPH 28VPH '' �••::<;;;::::- L°T `,°a ;yg 'm _ PHASE IIB&III-28 DWELLING UNITS (132 ENTER/132 EXIT) (5 ENTER/16 EXIT) (18 ENTER/10 EXIT) f; CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 PHASE I - 50 DWELLING UNITS PROPOSED 366VPD 23VPH 28VPH O (183 ENTER / 183 EXIT) (5 ENTER / 18 EXIT) (18 ENTER / 10 EXIT) 102VPD 6VPH 8VPH PHASE IIA - 14 DWELLING UNITS PROPOSED (51 ENTER / 51 EXIT) (2 ENTER / 4 EXIT) (5 ENTER / 3 EXIT)- L°T 1062VPD 67VPH 82VPH a6o 1 39 ^\ l°3 aw w L°oT - - '6' PROPOSED- 145 DWELLING UNITS 531 ENTER/531 EXIT 15 ENTER 52 EXIT 52 ENTER/30 EXIT 1,888VPD 124VPH 156 VPH °' LOi1 TOTAL- 247 DWELLING UNITS PROPOSED - 944ENTER 944 EXIT 29 ENTER 95 EXIT 99 ENTER 57 EXIT � LOT *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) '°i 63 LOT I B9 vbV J I 36 T3 LOi _ aoo - 1 J � - - _ 'g 35 L=03T IT, TO LO _ LOT 'LOT / LOi LOT �' l � aG g6 GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WiLL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. PHASE III I 11 ' f 'S: °oE �♦� 0 83.2 ADT SCOTT7R. CULLINS- A C.� No. 35791 ,a ,p 0 7 29 22 Q. mho Co TRIP GENERA 1"=100' ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR I OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE I C� I 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NOTE: PROPOSED LANDSCAPING TO g• ON-siREE, PAgKIxc axe -sloe T) COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE R unuzE ouTER 3' of PLANnec STRIP R /W (xRD�E IxacATm ax PLAN 41EEQ /W DRAINAGE: PER 3' CLEAR ZONE REQUIREMENT BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Q CG-6 POINT OF 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. 4' CONCRETE CURB &GUTTER CG-6 4" CONCRETE C C fTE ( ) 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS 3' FINISHED GRADE SIDEWALK CLEAR ZONE CURB & GUTTER SIDEWALK 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. PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE 3'v -I SURFACE 3'� Exrsr. cRouNO EXIST. GROUND 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES OR A NATURAL WATERCOURSE. 2% 2% 2% 2X 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 3'T AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON 6' PLANTING PLANS. VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 6' PLANTING 4" VDOT 21A STRIP STRIP 4" VDOT 21A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL / STONE BASE 42/ T BASE SUBBASE 42?A T STONE BASE POINT DEEMED AS NATURAL WATER COURSE. NI BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY EXIST. GROUND STONE B EXIST. GROUND 5 6 -13.5' TRAVELWAY 13.5' TRAVELWAY 2. 6 5 , PAVEMENT: SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 31'F/c-F/C 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 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, ss'Rw- ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. B OR C). TYPICAL NEICHBORHOOD STREET SECTION (56' 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT NCCONB STREET/CLING LANE (PUBLIC ROAD 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO STANDARD PE-1. GS-SSAR RESIDENTIAL & jVIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 NPH PLACING AGGREGATE BASE. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED WITH "NO PARKING SIGNS 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. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT I NOTE: PROPOSED LANDSCAPING TO FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND R, UTILIZE OUTER 3' of PLANTING STRIP CIL R/W TYPICAL SINGLE FAMILI Y ATTACHED UNITS VOID. I PER 3' CLEAR ZONE REQUIREMENT I 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM NTH 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 EXIST. GROUND 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. EXIST. GROUND 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL ROAD NOTES: GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE 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 CONSTRUCTION OF THE 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 TOP Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp McComb Street / Cling Lane (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 DLunlagan Drive (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lc2d Lane (Public Road) 100 2 120 4 4 7.38 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 113.73 Litchford Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Hudson Street (Public Road) 95 2 115 4 4 7.23 SM-9.5 1.5 2.25 BM-25 13 2.25 121A 6 0.6 13.73 Mercer Street 120 2 140 4 4 7.92 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street Street 108 2 128 4 4 7.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 l 5' WOE CONCRETE 3 CG-6 CURB &GUTTER POINT OF FINISHED GRADE CG-6 CURB &GUTTER 3' S' N1CONCRETE SIDEWALK CLEAR ZONE EWALK CLEAR ZONE J SIDEWALK I I SURFACE I I 6' PLANTING •'•• -`, 6' PLANTING 4" VDOT STRIP 4' T E 4"2fAT STRIP 4' WOT 21A STONE BASFE S 2 A SUBBASE STONE BASE sroNgE B25 sroSNEE B2 5 6 5 6 5 10' 10' (TRAVEL LANE) (TRAVEL LANE) ' 24' F/C-F/C ' 49' R/W TYPICAL NEIGHBORHOOD STREET SECTION (4`9 ' R/#r) RANBLINC BROOK LANE, LI7CHF0,R,0 ROAD, HUDSTON STREET, DUPREE STREET NATRCER STREET, LEXI LANE, DIINN.4CAN DRIVE (ALL PUBLIC ROADS) CS-SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 NPH PARKINC ALLOWED IN BUNPOUTS ONLY NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT DI POINT OF 5, WIDE CONCRE/E 3' CC-6 FINISHED GRADE 3' SIDEWALK CLEAR ZONE CURB & GUTTER CG-6 CLEAR ZONE S / /SURFACE CURB & GUTTER I sra 'e '•' R I ; BASE SUBBASE WTI �,'X !' PLN11.16 gll. 25, D• O I PNg•Ig gl•P-0Uf g' PLN11.16 511. (TRAVEL LANE) (TRAVEL LANE) I 6d-gm¢i PARMM: I I � R/W TYPICAL NEIGHBORHOOD STREET SECTION W/ BUAfP- OUT PARKING (55' R/#r) BUOSON STREET DUPREE STREET JIiII STREET, & LEXI LANE (ALL PUBLIC RO.ADS) OF CS=SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 NPH CONDITIONS INDICATE. CURB 4 2 R PARKING ALLOWED IN BUNPOUTS ONLY - SEE SITE PLAN FOR LOCATION OF BUiliII PARKING SPACES 3. 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 SPECIFICATIONS 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 .a a 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 6° APPROVAL THE PROPOSED METHOD OF CORRECTION. MIN. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE STANDARD CG-6 STDOT ONE#BASE68NOR CURB I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING CURB & GUTTER & CHECKED BY VDOT AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS NO SCALE PRIOR TO PAVING AND/OR APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. BACKFILLING. (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE EXIST. GROUND EXIST.GROLI WALK EXIST. GROUND DT 21A / easE 9gEMNK EXIST. GROUND ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE 1-95 2o' REAR SETBACK PROPERTY LINE _ 20' 1J DECK OPT 4: FDEC�K Txo) DECK ECK OPT (9 .6) DECK (1T'X 10') ____ (17'X 10') LENNOX 11 I, LUCAS -------- ------ -- ,I LUCAS LUCAS i6 it li I it 41_B„ II 39'-8" 5 SIDE SETBACK GARAGE GARAGE (1ix201) GARAGE (11'x 20') GARAGE it (11 x 20') (11 x 20') it I I I I s I 4 L 10 18 MIN: - - RIGHTOFWAY 5 fv11N:'SETBAC�C. 57 ` ;. z5'MAX. SETBACK° .P a '12.•`. CG-6 CURB PROPOSED ROADWAY ASPHALT PAVING - MILL & OVERLAY NO SCALE 35 NT ASPHALT PAVING - PUBLIC ROADS NO SCALE ;E N N Ln n �YJ N LL Cy) O N LL N W J i > U) H LU L^U U) V CD 0 CD N AM 1- 4 L/ ) I --I J I� 0 W Q H� W W W Q 2 O LU LU (�� `J z V) Q LU J 0- U w w w Ln a m JOB NO. 182154 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-80o-552-7001). 7. 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. g. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION ATA MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. '11 C3 �Z - to JUNCTION BOXES. TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - - lily*I i 10'= 5' 111 III_ 5_I I f WATER SEWER 3 0 Ei £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER UNLY - 20' MINIMUM WATER & SEWER 30' MINIMUM Bt SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS Splash Block Instructions e.n"rcu .zpraxe emn,e y Patentpendingcutout to allow mae rcmrg az:axmry, ma"x"..ma g1d, for Rtment ofdownspout with Xo dth,f"onawl"nd"peaa"ryDomM low dearznc f Ib w rn ffw" mn a. m"hum.a m. u fz a raw F Water directing chevron pattern reduce, washout AMERIMAX Hole fofspahblockpikeat front of °plaahblock allows RmMnwixom 1 800-347-2506 it to be secured to ground (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. O 1" [25mm] r c P D z 0 O O M M NTS FIG. W-1 2" (51 mm) LETTERS (RECESSED FLUSH) 12) CLOSED PICKHOLES 1 1/2" ( F [38mm] / �(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS D 27 1/2" ci [38mm] [699mm] m 26 1/4" DiA 7" r [B67mm] [17Bmm] 28" DIA 90 [660mm 1/4" (6mm) DIA] 24" DIA NEOPRENE GASKET O[fi06mm] 28 " DI DIA 5/8" IIII f� 6m23" DIA �•�Prr� [72zmm] [1m] 1 1 1 1584mm] - 36" DIA 25" DIA [914mm] [635Tnm] FRAME SECTION O.D. OF GASKET GROOVE SECTION (OK 11 (eft"))3HDn WILE / " 1 1/2" AS 2] 1 2 D14 [38mm] ]BOLT 26 1/C DIA 7" [667mm) r [178mm] [38mm] 3 7/B" [79mm] GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8•�4. I 81, INITIAL BACKFILL 8.24 IN e„ MIN MIN. MIN. MIN. r _ 6" BEDDING M .+; #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE e„ 4 1 INITIAL BACKFILL 4 MI 8" 9" B. SOIL MI . MIN. MIN �MIN. m_ 8 STONE :-GRANULAR FILL AS �;ti, 2 APPROVED BY ACSA % S±,hE;.r:-i'•'i'" ST CKa STABLE SOIL OR ROC\ 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 1' COMPRESSION a 31e MALE PIPE COUPLING OR APPROVED EQUAL NOTE Fri W SWEAIm FlTmCS DUAL SERVICE SINGLE SERVICE NOV. 1) SAUOLES SNAIL BE USED ON PVC PIPE. 36' MIN. 1/8 BEND COUPUN6,� /` y / kr, [722mm) 36" ON M 26" O O L914mm] [BBOmm 1 13/16" [38mm] 1/2" FRAME SECTION [20mm] 2• (51mm) LETTERS (RECESSED RUSH) 31 q,�� 3 13/16" [79mmj 6 22 13/16"m]� 11 2 1/8" [579mm] [54mm [97mm] • 25' 11/16" 1 3/8" [635mm] • ] [11/16 ['35min] 9/16" O.D. OF GKT GROOVE 7MM[14mm] SECTION VIEW 1/a" (6mm) DIA CAM SEE aILY NEOPRENE GASKET' DVIAL (2) WSHR 1/16 X 5/8 X 1 1/2 [- laoo" RUBBER PARra Doeetoa6 S ` W (P�iC10Mw9 [Smm 1 5/80 (2) BLT HIX 5/8-11X3 1/2 SS 2400" [41mm PAIET} 00961250 1 1/8' (29mm) DlA BOSS [fimm 113mm .S3 VIA. STAINLESS STEEL ROD PARiIp 0096 WSHR 11 I 1.50 � SS PLAN VIEW PICKBAR 8 LOCKLUG HOLE DETAIL 2) NUT HX 5/6-11 ZN MU NOTES PART�I 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME &COVER. (2) NUT FIX ,UM 3/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART/ 00081228 3, COVERS SHALL BE FIXED TO FRAMES NTH LOOKING LUGS OR SIMIUAR ASSEMBLY. TYPICAL WATERTIGHT (c'�II�'isPMj 0o a3596 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-1-E TO-32 Q FOR USE ON ATTACHED SWOT£ FAMILY RESIDENT& SERVICES OR DUAL RESIDENT& AND WIMA11M SERVICES. I� I� 2' IL `'9MPI ESSION a 3/4' MALE PRE CQUPUNG PPROVEO EQUAL -OR USE ON DETACHED SHGIE FAMILY iESIDENTAL SERNCE WHERE AN IRRAATON IETER IS NOT PROMDED. IRON W -FINISHED GRADE -� `­CORPgiATON STOP -BRIq( AR NECESSARY SAND OR DUST UNDER BOX AMA SETTER (2-INCH�,��*.'}d 'Tah�t�A1MC ivn�'yT'r" 4' nAMElE6 IX°AN PPP. 12 LIXIC STONE POCKET. VDPT MNIMIIM THICKNESS) yTlA Y4$'4•SpIA_V<, *,>�� lSA SPEC. 203, Ma 57 AOOREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU,YD. (FEET CU.YD. BEND I L I H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2 00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2,15 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 2.63 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.1 B 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL 6E RESPONSIBLE TO THE VERIFY THE TYPE & S1ZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG. W-3 ID-3 COVER LIFT NOTCH 12 3/87 WATER CAST IRON LID d 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 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE NTH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE"+,•. •" EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALLN.A+ MIN. 12" CLEARANCE BE PREFORMED BY .^• BETWEEN EXISTING PIPE MANUFACTURER OR SAW CUT TO FIT STONE BEDDING T PIPE ''•.• _ OUTSIDE DIAMATER PLUS B". •� �''• 12" THICK VDOT 6"xe"xl6" AND 4"x6"x18" No. 68 STONE BEDDING SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH)DOGHOUSE MANHOLE BASE rr,rrl,r,rr,r,rr„............rn„......I rrr,,,,,,r,llr,lrr,,,rrr,rr,rr.:.....................rrr... MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3.000 PS CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH P-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW nnrunrr„nr......r„......u,nunrrrrnrnn nn,rnrnruur,u,u ur„rrnnru. I unnr,,: rrrrnn...... NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION WT.S FIG. S-1-Al TD-26 TD-13 H- w J Z 1 i 1 12" NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE 1 LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN (270) 2' TO 10' 18-2�VALVE 7 CU. FT BOX 068 STONEI III 4" DIAMETER BRANCH AND VALVE - WATER M 6" GATE i ". �., •�.I VALVE a'1 •' 8"X6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST , BLOCK AGAINST } `1'•'•T UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O)M EN 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. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED 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. W-4 TD-8 VE BOX RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG VAKILS THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK `D METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS `\\\ VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH i 0 FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL IN LINE WY TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 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 v FINISHED GRADE 1411111111111111 - I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u z N a M.J. GATE VALVE WATER LINE ' I 1_I 2500 P.S.I. CONCRETE 8 e 2'x 2' BEARING AREA. THRUST BLOCK •, 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED Jy CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH OF FLOW FILLETS '+ CHANNEL TO E 3/4 DIAMETER OF : CONTRIBUTING .+ --=-s---- SEWER. < 4 " 12" A FILLETED INVERT OR A SMOOTH ' '•d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TA-25 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MT 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 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 No. 35791 a 7/29/22 Zz O I C O a U DO H ~ w (n z J L 'll•♦ O F u > z o WO�U n N N Q Zi� OIr LOU Ln n .�. Cy) 7 z (\) Q N ^J^ 01 M uj � w N I Lli � v) w N J > z E LU J > [.L I I~ -I _J H 0 J CO LU ~� CZ U W U Y U) w Q O z UlVJ LU W W JILLI z J �Q Q 0 V < CD u j J U w W w C_ Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1.5 PROF INTI MERCER STREET i RAMBLING BROOK L PVI STA:11+07.50 PVI STA: 12+98.23 PVI ELEV:748.89 K: 12.47 LVC: cc.00 INTERSECTION OF MERCER STREET (STA. 13+93) w/ MCCOMB STREET (STA. 24+18) PVI ELEV: 736.67 -- 755 K:26.o8 M+ s 755 LVC: 115.00 1� + t ^ N + O ,fin IN H W V H ^ W In 0 Ln M tD .Ot V V m In V V W + + ^ EXISTING m w 750 H v H V GRADE o 750 > m > "' PROPOSED FIRE HYDRANT m W PVI TA:10+15.00 INTERSECTION OF PROPOSED JA;SSEMBLYw/8"x6"TEE MERCERS REET (STA. 11 62) PVI ELEV: 734.8z GRAD745 K: 2.50 w/ HUDSON S REET (STA. 10 oo).4 745 LOW P T. STA: 1o+15.o 1)0 5 PROPOSED 8"x8" TEE LOW FIT ELEV: 734.87 & (3) - 8" G.V. 0 0 n PROPOSED STORM n 6 ^ o ^ 1.24.6 SEWER CROSSING 740 740 3-5' MIN. m v w 70A PROPOSED 8" SANITARY m / SEWER CROSSING w PROPOSEDSTORM 735 SEWER CROSSING 735 .O o 2. PROPOSED PROPOSED 8" CL. 52 DI WATERLINE OSED VDOT "x8" TEE STD. CD-2 & (3) - 8" G.V. PROPOSED 8"x8" TEE & (1) - 8" G.V. 730 730 1.6' PROPOSED STORM =RSECTION OF SEWER CROSSING STA.10+o0) w/ N (STA. 22+45) PROPOSED 8" CL. 52 DI WATERLINE 7�5 7�5 �t N N CO 0 co 1 M l0 ItW ;.0ko O OMj n h^1 M M n n n ^ ^ ^ ^ ^ ^ It ? ^ 10+00 1o+50 11+00 11+50 12+00 12+50 13+00 (RICER STREET PROFILE 13+50 14+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 303.04 745 740 INT RSECTION HUDSON STREET (STA. io+ w/ MERCER STRE ET (STA. 11+ 735 PVI STA: 10+23.00 PVI STA: 1o+96.35 PVI ELEV:739.72 PVI ELEV: 738.97 K:26.00 K:12.25 LVC: 26.00 LVC: 6o.00 o7amio0 M ^ N M o N N 1.6 m lD Ol lD I,. +u Lij O Um + 0 W Lu >pLn V v^ Ln VV wwV0>0 w PROPOSED 8"x8" TEED 4.0' & (1) - 8" G.V. 730 PROPOSED 8" SANITARY SEWER CROSSING 7�5 PROPOSED 8" CL. 52 DI i i 720 PVI STA: 12+17.77 PVI ELEV:731.81 K: 26.17 LVC: 102.00 0) 6i vl I c4 W V W \ w PVI ST : 13+04.04 PVI ELEV: 730.09 K: 2.50 iED GRADE I OW PT. TA: 13+04.04 LO T LEV:730.14 am o N am 0 0) M m �^ +^ Nw v Nw > 35' >m >w N m w 0 SCOTT/R. CtTLLINSZ C� No. 35791 � 745 7/29/22 _i 740 735 i -2.00% 1 OO/p 730 PROPOSED VDOT INTERSECTION OF STD. CD-2 HUDSON STREET (STA. 3+19) zo J PROPOSED STORM w/ LITCHFORD ROAD (S A. 11+22) SEWER CROSSING O � f 1.5 7�5 1"1 w co 0 J Z .a. PROPOSED > > > z " PROPOSED STORM 8111x8" TEE & W SEWER CROSSING (2) - 8" G.V. 720 IJ. �o N C9 It ? a a o O1 0 N n N n ^ m ^ F It ^ rl ^ r ^ rl n 70+00 10+50 11+00 HUDSON NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: I. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 11+50 12+00 12+50 13+00 13+50 STREET PROFILE VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( W FEET ) I inch = 5 It. HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 770 770 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 RAMBLING BROOK LANE PROFILE 20 Y N N W r -a rn N n 0 1� N O Cn N N w J J_ U) I n D C. z Lu W Lu I-� V) J w LL J_ 1 V- I-� O I� 06 1--1 z J H� Lu W I- (/) Q> Q _ CZ z Q LL p C� z w J a- GF 1 W o W x o_ Ln JOB NO. 182154 SCALE V:III =5' H: 1" = 5o' SHEET NO. 16 HIGH PT STA: 22+43-77 HIGH PT ELEV:749.00 PVI STA:21+86.27 PVI STA: 12+22.00 w PVI ELEV:748.41 PVI ELEV:719.z7 K:59 96 K: 26.23 ¢ LVCG1i5.00 LVC- 7o_no o It °o It w w Lij Ln 735 oi U 1n U w a 735 m W PVI STA: 1z+8 .00 F PVI ELEV: 724 61 w K:1z.09 O � LVC: 68.00 Z v- N 730 PVI TA:lo+i5.00 0 0 0, 730 PVI ELEV:711.73 w oo N m w O K: 2.50 0' r S + N 'i N + {n U m u VC:10.00 w ' di LOWPT. STA:10+15.0 � U m W z 3 7�5 LOW T ELEV: 711.78 PVI STA: io go.00 o �° w/ 725 o o � K: 26.4 z o o ^ LVC: 78. o Ln 7.6z% ' u v o 0� w^ {+•\ PROPOSED GRADE v o a o N O V 720 m m V W rl w + N '. 0) + F+ 720 z ~ u ' u Lu F FILL(TYP.) um uw �� m w XISTING GRADE o% 4 EXISTING STORM 715 3.5' SEWER CROSSING 715 -z.00° %PROPOSED LVD STORM OT STD. CD-z SEWER CROSSING 710 710 8"x6" TEE (z) - 8" G.V. STORM (1) - 6" G.V. IA' SEWER 6" go' BEND TO FIRE z.l CROSSING HYDRANTASSEMBLY 705 705 43 6" CL. 52 DI WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STREET C/L STA 18+ 8 700 700 DUPREE STRE T C/L STA to+0 O .t Ol N l0 00 n ,y 0 O n n n W 0p n n N ^ S n n 10+00 10+50 11+00 11+50 12+00 12+50 LOCATION OF BOLLA (3.75' OFFSET FROM C/ INTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK L DUPREE STREET PROFILE 13+00 13+50 VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 ( IN FEET ) 1 inch = 5 ft_ HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: 11+95.25 HIGH PT ELEV:763-54 PVI STA:11+70.25 z PVI ELEV:763.o6 O K:17.g6 LVC:50.00 w LOW PT STA:10+15.00 LOW PT STA: io+62.5o N N Ln Lu LOW PT ELEV:758.12 rom LOW PT ELEV:759.oz ,,, H , m r z PVI STA:10+15.00 PVI STA:11+00.00 + ° x 770 PVI ELEV:7c8.o7 PVI ELEV:759.77 N I I .+ ui w !`N Fo m a ± m 't HIGH PT STA: 27+78.52 0 N w N uj HIGH PT ELEV: 756.82 o oi u > u > PVI STA:z7+45-93 0+0 m > w PVI ELEV:757.29 N w 9 Ln 770 LVC:1 00 HIGH PT STA: 30+23.00 HIGH PT ELEV: 758-49 LOW PT STA: 28+46.00 PVI STA:30+03.00 LOW PT ELEV: 756.48 PVI ELEV:758.26 PVI STA:28+46.00 K:65.o6 PVI ELEV:756.29 LVC:40.00 K:37.50 0o H 0o LVC:75.o0 a 00n Ln V7 o V1 lO + + � Ol W O N m V 00 vi > vi > ao N um >w m lW1 m V v w W LOW PT STA: 29+30. >, LOW PT ELEV:757.1 770 g+5o.o0 00 LOW PT ELEV: 751.94 r m a o PVI ELE :75733 +� PVI STA: 6+00.00 00 Ln 0 u, K:S -48 N PVI ELE :75z.65 0 + LVC: o.00 765 a K:6 LVC: 99 NW vi > NW vi > o M (z) PROPOSED 6" 450 BENDS TO CONNECT 40.0o u m u w ° 0000. 1 WITH EXISTING 6" DI WATERLINE. TIE-IN TI w °o rn °o 00co L w + ^ + � 6" DI WATERLINE WITH PROPOSED 6"x6" T m 0 I Cq 0)V n v NOTE: 6" G.V. SHALL BE CUT INTO THE EXI Ln y ^ m+^ k N v inv w w TIE-IN O EXISTING C ING LANE 6o p "' tn V > Ln V > m STA 3o z3 7 u ,+,. um uw GRADE INTERSECTION O CLING LANE (STA. 29+33) w/i-_- 760 g - w m INTERSECTION OF W ROPOSED TIE-IN TO EXISTING MCCOMB 5 TREET LL Z Lu DUNNAGAN DRIVE (STA.1z+75 / ° EXISTING 6" DI MCCOMB STR ET (STA. z6+S3 O v~ w/ LEXI LANE (STA. 13+64 1 0% .00% WATERLINE TA zz+46 755 Lu U 3.5' 755 w PROPOSED VDOT MIN. EXISTING GRADE r 2 STD. CD-z 1.5' z 3.18 46A EXISTING OAD 1•03% 1.5 750 GRADE 750 PROPOSED 8"x8" TEE �5 PROPOSED SEWER STORM CROSSING �PROPOSED8"x8"TEE 3 5' MIN. 48A & (z) - 8" G.V. & (1) - 8" G.V. ROPOSE 6" CL. 52 DI WATERLINE 2 94% PROPOSED 8" CL. 52 DI WATERLINE � 3 PROPOSED 8"X6" REDUCER 745 PROPOSED 8"x8" TEE 745 STORM & (3) - 8" G.V. PROPOSED STORM PROPOSED PROPOSED FIRE HYDRANT SEWER CROSSING SEWER CROSSING ASSEMBLY w/ 6"x6" TEE J 7REMOVEXISTING 66A PROPOSED 8" SANITARY EXISTING STORM SEWER CROSSING 740 SEWER CROSSING BLOW -OFF & 740 TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8" CL. 52 DI WATERLINE MCCOMB STREET CLING LANE EXISTING 8" CL. 52 735 DI WATERLINE 735 N H 00 M 01 O M n 01 O 00 ID V1 0) O O O M tD N Ln rl M m VO ci lD M Ol O 00 N N 0) W 1� 00 1� lD n O 00 N M .t 00 M 't 01 c0 ri 0) vl Il 00 It ri 10 't 06 00 .t Ol W S Ol O N O N XI M Ln rl ul rl to u> N VJ ul M VJ N f n ul r` l(1 n U1 VJ ul lD L!1 I� L!1 ^ OJ u> 00 Vl W 3l Vl n r ^ ^ � ^ n Zr ^ n f n ^ n Ln n ^ n � ^ n ^ n ^ n ^ n ^ n n ^ n ^ ^ ^ y1 ^ n ^ n N ^ n ^ ^ ^ ^ 20 Lu 770 K:2.50 :z . u V N VCao.00 LVC: 5.0o m w n Z m. ~ J �1 �VNpNN V 00 0 ry L JLn V1 M) VQ �i ;765 765 t>.� m > w u m PROPOSED >Lu 1. m w m GRADE MILL & OVERLAY EXISTING DRIVEAY 760 76o 3 S, 4.69% 0 00 2.0o 0 EXISTING 8" DI ZD FOOTER FILL PROPOSED 8" CL. 5z WATERLINE -OFROAD) (TYP.)� DI WATERLINE STUBOUT 755 °' ROPOSED 8" - 45° BEN ID 755 RSECTION OF PROPOSED 8" - 4S° BEND REMOVE EXISTING PLUG (STA. io+oo) (STA. 30+51) XISTING GRADE & TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 750 N f^ M F lD N00 O P41 N �O l0 l0 n Ln n � n n n l^ 10+00 10+SO 11+00 11+SO 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE] 21+So 22+00 22+So 23+00 23+So 24+00 24+So 2S+00 zS+So 26+oo 26+So 27+00 27+So 28+oo MCCOMB STREET - CLING LANE PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 3.5'OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. LOW PT STA:10+i5.00 LOW PT ELEV :747.94 LOW PT STA: 10+53.17 PVI STA:10+15.00 LOW PT ELEV:748.6S PVI ELEV:747.89 PVI STA:11+o5.67 K:z 50 PVI ELEV:749.70 76o LVC:io.00 K:26.38 ao5.00 0o m o 0, o N n ui N ui u? m PROPOSED GRADE 755 Co U W RAMBLING BROOK L (STA. 26+93) 750 z o09 PROPOSED VDOT STD. CD-2 745 PROPOSED 8"x8" TEE & (3) - 8" G.V. 740 735 10+00 1.7' VDOT POSED STO VER CROSSI PROPOSED STORM SEWER CROSISING PROPOSED 8" SANITARY SEWER CROSSING H I G H PT STA: 12+33.13 HIGH PT ELEV: 75633 PVI STA:12+o8.13 PVI ELEV:755.83 K:1z.56 LVC:5o.00 i MIt i M 00Ln M L1O11 N ^ N a >°>° >w �o m w 3. 1.2' NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. DUNNAGAN DRIVE (STA. 12+75) w/ CLING LANE (STA. 29+33) 76o 8" CL. 52 DI M .t ~O M n^.1 01 N 1 l0 n n ^ r n ^ nLn 1o+5o 11+00 11+50 12+00 12+50 FDUNNAGAN DRIVE PROFILE' 755 PROPOSED 8"x8" TEE & (z) - 8" G.V. 750 =D STORM ROSSING 745 t INTI LEXI LANE I 740 RAMBLING BROOK L Iu091 735 28+5o 29+00 zg+So 30+00 30+50 31+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 LOW PT STA:lo+5o.00 v LOW PT ELEV: 739.21 N PVI STA:11+35.00 PVI ELEV:740.91 K:z6.13 6i LVC:170.00 > m 76o HIGH PT STA: 13+10.75 HIGH PT ELEV: 75330 PVI STA:12+71.50 PVI ELEV:752.S2 K:1z.o7 LVC:78.5o n M M m + rl + to N LLl 3 N V It >w +Ln w w0 .M+ F ON ) EXISTING EE & (z) 6" G.V. STING 6" W/L. F0 0 o Z w °,M 0 n 00OF-m HwLn tA> Ln> Ji O 755 m m w w Z W U 755 LOW F TSTA: 1o+1S.o LOW TELEV:738.56 PVI TA:3.o+15.00 PVI ELEV:738.51 75 O K � 5o VC:1o.o0 EXISTING GRADE 750 00 H 00 0 y10 00 c0+i M N � 0 ui ,0y ui PROPOSED / GRADE PROPOSED 8"x8"TEE 745 Qum W & (3) s" G.V. 745 m w 3.5 PROPOSED FIRE HYDRANT / MIN. 2.3' ASSEMBLY w/ 8"x6" TEE 740 34C 740 - .o Of 2.000A VPROPOSED :RSECTION OF PROPOSED STD. CD-2 VDOT SEWER STORM CROSSING STA. to+oo) w/ N (STA. 24+66) 735 STORM 735 13' PROPOSED ROPOSED 8" CL. 52 DI WATERLINE )SED 8"x8" TEE SEWER CROSSING & (3) - 8" G.V. 35 730 730 O W N N n� M ,Ny I� Ln Q> .t 0 N 0It m It 13+00 to+oo to+So 11+00 a+So lz+oo lz+So 13+00 LEXI LANE PROFILE 13+50 14+00 SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 _i Z Z O a C oO m wz Z J O .a F u u IJ. N N F N N O\1 N L9 Cn A z C`7 CID a CN co W CN L--1 U CY) C%) N J > z LLB Lu LL_ J LL > p LJ ~� I- ~� 0 06 LLI J Q ~� LLJ U W �- i Y V) < Lu 2 0z F-z Q LLu W 1 W - Cl) V JLU z J Q Q (D Q ® o W o J u a- GF 1 W W a 1n JOB NO. 182154 SCALE V:III =5' H: 1" = 17,01 SHEET NO. 17 INV IN:7 INV. OUT: 7 INV IN: 7; EX. 11 CONTRACTOR SHAI EXISTING INVEF MH-EX-9 AND I PROPOSED CONN 17 755 EXISTING GRADE m x 8, ? O pn = O 00 LO _ 1- o F 00 00 co 00 7 � 760 60 o Mom^ , LiJ ^ ^ rj p.H. u:. D V1O 1� 00t__0 ;F =F�>> lnN ^O 220 mo�Z� �n�__ =d�> 0 1­- O 2inE O o Q 755 $ a, Z z 755 ^ ^ ^ i o ^ 't d MH-EX-9 + m ^ ^ a 0^ z z STA: o+oo.00 0 EX RIM' 748.98 M - 2 > > > ;g.67T0 MH-45 - - PROPOSED GRADE IV. OUT: 739-41 750 PROPOSEDSTORM PROPOSED SEWER CROSSING OGHOUSE r MANHOLE 53 745 745 1 PLUG EXISTING 8" DIP T I N TO 1.5 INV. I N= 743-79 VSTALL DIP ECTION � 62.38 r7a 1 LF o.53% 8" DIP 740 1.o' 47.78 LF @a o.63% 740 8" SDR-26 PVC 61.4o LF Qa 2.25% 3" SDR-26 PVC 77 LF Qa 0.73% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 N .t 00 CO m W tD O N O^ 00 a r' ^Ln Ln 0+00 0+50 1+00 i+50 2+00 2+50 MH-51- MH-EX-9 PROFILE 765 76o MH-34 STA: 4+13.17 RIM: 754-42 INV IN: 744-53 TO MH-35 INV OUT: 74433 TO MH- M H-35 STA: 5+35-71 RIM:758.00 INV IN:748.2oTO MH-36 INV OUT: 748.00 TO MH-34 MH-36 ` STA:6+28.83 RIM:756.83 INV IN: 749.zo TO MH-37 INV OUT: 749.00 TO MH-35 765 M H-37 STA: 7+6o.46 RIM: 756.42 INV OUT: 749.92 TO MH-36 76o SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 _i STA: o+gl.00 MH-33 RIM'744.00 STA:2+66.36 755 INV IN: 732.2oTO MH-32 RIM:748-75 755 IN OUT: 732.00 TO MH-zg INV IN: 737 45 TO MH-34 PROPOSED GRADif INV IN: 737 45 TO MH-38 PROPOSED ,z" YARD INV OUT: 737.25 TO MH-32 / PROPOSED 8" DRAIN CROSSING MH-32 45 WATERLINE 750 STA:1+34.84 CROSSING 750 RIM: 744.00 5 1' INV IN: 736.53TO MH-33 / PROPOSEDSTORM 8" SDR-26 PVC MH-29 INV OUT: 6. TO MH- 1 73 33 3 PROPOSED 8" ROOF SEWER CROSSING 2.7 SDR-26 PVC ��7.63 LF Qa 0.56% 2 STA: o+oo.00 RIM: 740.00 VDIIR DRAIN CROSSING 8" 89 °.3 LF Qa o.90% C 745 INV IN: 727.2oTO MH-30 OPOSED 8" ROOF 8° D\P 745 � INV IN: 727.2o TO MH-31 C� 2 g3°7° u INV OUT: 7z7.00 TO MH-z8 PROPOSED STORMAIN CROSSING 8 53LF SEWER CROSSING 11 ° PROPOSED 8" Z o ¢ C 7VPROPOSED 8" 39 � WATERLINE 740 TERLINE 6 CROSSING 740 Un co OSSING $,p\��g2% �..� ' 0 V / w J E 35 2 2 1�y. z o F L u / ` cn Z E 735 8" DIP 127.51 LF Qa o.56% 735 / W C� u EXISTING GRADE 730 725 0.9' 1 8" DIP 39.84 LF Qa \e 5za� V 01 °0 � lD p p ,py00 0" ri N M n n 00 ^ P^rl ^ n ^ ^ ^ ^ Crl rl 0+00 0+50 1+00 1+50 2+00 2+50 755 MH-44A MH-44 STA: 6+72.96 STA: + 0.82 4 7 RIM:75.00 RIM' 747.00 INV 0UT: 746.SoTO MH-44 75 O INV IN: 736.95TO MH-44A 75 O INV OUT:736.75 TO MH-43 EXISTING GRADE _ MH-43 - - STA: 3+01.72 MH-41 / RIM:742.00 745 STA: o+67.96 / INV IN: 731.87 TO MH-44 PROPOSED 8" 745 RIM: 73133 / INV IN: 725.03 TO MH-42 PROPOSED INV OUT: 731.67TO MH-42 WATERW\.�l INV OUT: 724.83 TO MH-,g / GRADE CROSSI r )�_� 4.0 740 MH-42 740 STA:1+31. z7 19g 1k RIM: 734.00 INV IN: 726.20 TO MH-43 INV OUT: 726.00 TO MH-41 735 A A 735 C. IraPi 8„ 5D C - 165•y0 \.F 730 730 / a. SDRF 3.29% STA: o o0 oo RIM: 724.-- 166.45 4.7o TO MH-41 L4.So TO MH-16 725 8" SDR-26 PVC C °\° 59.32 LF Qa 1.64% 720 w 1 720 ry�ey 73-5 715 710 710 O p1 lD m ri 0) ri ri N 01 00 W It N It N 0) 00 M N M .t �t N S Ln m ID 00 0 ri V7 00 l0 O N d M rl It N M rl M N N M rl ^ M M N M . l0 't O 00 .t ry Q7 1 .t n'1 W f .t W .t l0 W .t ^ N f d ^ W .t Ol O Ln Ln ^ N ^ ^ ^ ^ ^ ^ m ^ ^ M ^ ^ f ^ ^ ^ ^ ^ ^ d ^ ^ 't ^ ^ ^ ^ 't ^ ^ d ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 M H-44A 3+50 4+00 4+50 - MH-19 PROFILE 5+00 5+50 6+oo 6+50 7+00 00 M M N 00 It ('0 00 I� M 3+00 3+50 4+00 4+50 5+00 MH-37 - MH-29 PROFILE1 VERTICAL GRAPHIC SCALE IN FEET 730 725 CO 01 0 OD S m N n ^ Ln ^ ^ N N F � .-I � N n 5+50 6+oo 6+5o 7+00 7+50 1 inch = 5 IT, HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 A ( IN FEET I I inch = 50 ft 755 NOTES: I. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 755 750 / MH-30 750 M H-z9 STA: 4+36.37 STA: 2+12.32 RIM:746.42 RIM: 740.00 INV OUT: 735.17 TO MH-29 745 INV IN: 727.2o TO MH-30 745 INV IN:7z7.zoTO MH-31 MH-28 INV OUT: 727.00 TO MH-28 STA: o+oo.00 RIM: 735-50 PROPOSED GRADE / INV IN: 724.03 TO MH-29 740 INV OUT:723.83 TO MH-26 740 PROPOSEDSTORM SEWER CROSSING PROPOSED 8" WATERLINE CROSSING--,,,,,36A 735 /735 EXISTING GRADE PROPOSEDSTORM g` O\P 6z°ro SEWER CROSSING 6' 43 06\ F @3 220 730 31' 730 2.1' 208.32 LF DIP C -1430/0 725 725 720 720 1� S I� O^ ^ p ^ � S ^ M O^ M �O) V7 N n ^ !^ n ^ n M !^ M M n 0 n ^ n ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-30 - MH-28 PROFILE 4+00 4+50 0 Cn A z C`7 ® � a CN co w i N F--1 rn Cn N J > z LLI LL W Lu F--F O F--F L9 F__ O 0 J CO w U LV w Lu Ln W Q ul "'_ z zLu L U l/1 � Lu - Cl) V JLU z J Q Q (D Q ® O Lu o J u bF 0 W W CL In JOB NO. 182154 SCALE V:III =5' H: 1" - 17,01 SHEEF NO. 10 MH-z7 STA: o+oo.00 RIM: 735�75 INV IN: 7z6.iz TO MH-4o / 740 INV OUT: 7z5.gz TO MH-z6 / 740 i / XISTING GRADE 735 735 PROPOSED GRADE 730 � 3.g 730 $� SORE 1 725 725 Op ^ C? � M � M � m � MH-47 STA: 2+12.30 MH-48 T 0 RIM: 755-75 STA: S+69.75 MH-40 INV IN: 74z.7oTO MH-48 RIM:758.50 �� STA: 1+48.54 760 INV OUT: 742.5o TO MH-46 INV OUT: 747.0o TO MH-47 76o O SCOTT R. LINSZ RIM:740.50 745 INV OUT: 73i.75 TO MH-z7 745 U No. 35791 � �l 7/29/22 �Q oSSIONAL E��tEn z w 0 U ,,^^ a V/ � Z Z o ¢ o 0 a m H U) D z 0 J z ti O O F w ` n Z / �Q WLu J Q 0+00 0+50 1+00 1+50 0 MH-4o - MH-27 PROFILE > 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 S+50 6+oo w [K4H-48 - MH-45 PROFILE MH-53 NOTES: STA: o+68.49 i. ALL FILL TO BE PLACED AT 95% COMPACTION. RIM:Nzz.5o z. MINIMUM OF COVER MUST BE MAINTAINED OVER W/L. INV IN: 7i6.95 TO MH-54 3�5' O INV OUT: 7i6.75 TO MH-5z 0 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM w r-j r_j 73 73 SEWER & W/L AND i.S' OF SEPARATION BETWEEN W/L & F rlj�rlj MH-54 SANITARY SEWER MUST BE PROVIDED. o rj MH-Sz STA: i+53.i6 STA: o+oo.00 RIM: 7zz.6-1 RIM:7zz.00 INV IN: i .o TO MH- INV OUT: 717.5o TO MH-53 7 3 3 53 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE Lp INV. OUT: 713.83 PROPOSED 725 SIZE NO. z5 OR z6, AGGREGATE BASE MATERIAL SIZE z2A OR ziB, FLOWABLE GRADE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. Cy) Air 720 - - 3-5' ]20 z N. M Q 8" SDR-26 PVC EXISTING GRADE 80.66 LF @ o•68% CN VERTICAL GRAPHIC SCALE M 715 c z,I' ]15 5 ° 2.5 5 ° 20 0! � W J ' TIE-IN TO EXISTING 8" PVC , SpR-1 (I°�o O SANITARY SEWER INSTALLED---,.6 VF EXISTING STORM ( IN FEET) m V / WITH PHASE I DEVELOPMENT (01%* SEWER CROSSING 1 inch = 5 It. N J 710 710 HORIZONTAL GRAPHIC SCALE � z lD w a) Ln M 0 0 50 0 25 50 100 200Ln . " i I--� LLJ L L W N ^ N n N ^ N J n n n n ( IN FEET) 1 inch = 50 It O 0+00 o+So 1+00 1+50 w I--1 H� MH-54 - MH-52 PROFILE M"_39L9 0 C6 STA:3+3z.99 W RIM:7 8.So CO H-38 760 INV OUT: 747.00T0MH-38 ]EO Q 1--� _ 1_ -I W U W Ln Y V) W Q Q F7- INV IN:7 ul � Z INV IN: 7 � � Q LU Ln INV OUT:7 Wz Lu W - U V J z JLu Q Q Q ® CD W o J GF CI w d Ll Ln JOB NO. 182154 0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+50 SCALE V:i"=S' MH-39 - MH-33 PROFILE "EEF °' SHEEP NO. 1g M H-46 STA:i+64.z5 R I M: 747�75 INV IN: 74i.iz TO MH-47 755 INV OUT: 74o.gz TO MH-45 755 MH-45 STA: o+oo.00 ROPOSED GRADE RIM:748.s7 INV IN: 74i.i7 TO MH-4g EXISTING GRADE / _ 75 O INV IN: 740.0o TO MH-46 75 o INV OUT:739.8o TO MH-EX-g / 8�� pIP 745 353.45 LF C 1•zz% 745 3�5' MIN. 8" DIP i6o.z5 LF Qa o.57% 740 740 o.g' 8" DIP 44.05 LF Qa 3.i3% PROPOSED z4" HDPE SWM 735 OUTFACE PIPE CROSSING 735 ci � .t h � V1 Vl � W N M .} M � 0 1p M b ci M 01 l0 ri � ri � \p n � N DD � � M � N � Vl � tD y� I� � N � Ol � 'i ^ N ^ ei � MH-38 STA:o+56.64 RIM: 749.50 755 INV IN:737.95T0 MH-39 755 MH-33 INV OUT:737.75 TOM H-33 STA: z+66.36 RIM: 748�75 37�45 TO MH-34 37�45 TO MH-38 37�z5 TO MH-3z -PROPOSED GRADE 750 PROPOSED STORM � 745 SEWER CROSSING 8� 745 PROPOSED 8" 49 WATERLINE � 212.35LF CROSSING 740 6:4' 740 4:0 EXISTING GRADE 8"SDR-z6 PVC 735 5z.64 LF Qa o.57% 735 �t 'i M � � � ri � 750 745 740 735 STR:16D VDOT STD. DI-3C (L=6') TP=735-42 INV IN: 729.17 TO 68 INV IN: 727.93 TO 16F INV OUT: 727.83 TO 16B O 15 LFce ° @31°k yo365 725 STR:70 VDOT STD. DI-36 (L=8') TP=746-75 INV IN: 739.6o TO 7oB INV IN: 742.67 TO YD-11 INV OUT: 739.So TO 68 STR:68 VDOT STD. DI-36 (L=8') TP=739-17 INV IN: 733.10 TO 70 INV IN: 735.5oTO RF-1g INV OUT: oo TO 16D STR:7oB VDOT STD. DI-3B (L=8') TP=746.83 INV OUT: 740.00 TO 70 750 733 745 EXISTING PROPOSED! GRADE WATERLINE PROPOSED CROSSING GRADE 1.z' 740 15" RCP 27.72 LF Qa 1.44% 735 In oO F 9 M V1 N O ID m m 6 � 06 't ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 STR-7oB - STR-16D PROFILE 730 725 STR:78 VDOT STD. DOGHOUSE MH TP=745.67 INV IN: 739.00 TO 78B INV IN: 742.00 TO RF-25 INV OUT: 738.10 EXISTING 750 F-GRADE TIE-IN TO EXISTI STORM SEWER WITH DOGHOUSE STR:EX-5o NEW DI-1 TOP EX TP=Fas.4a 722.50 EX INV IN: 713.27 TO EX-52 730 EX INV OUT: 713.17 TO EX-16 STR:EX-16 EX-MH 0 w EX TP=722.00 w O EX INV IN: 712.67 TO EX-50 g 0 CO PROPOSED 00 EX INV IN: 71z.75 3 GRADE EX INV OUT: 710.83 Z a ^ N p) ^D X ^�0 �Fzz �xxx Cn www 720 I \ EXISTING STRUCTURE TOP TO BE MODIFIED PROPOSED 8" SANITARY 715 SEWER CROSSING �'4 II II I 15" RCP 0 710 84.7o LF Qa 0.59 A 15" RCP 54.85 LF Qa 0.57% 705 D. DIO3B (L=1o') STR:78B VDOT ST TP=745-58 INV OUT: 739.58 TO 78 745 745 PROPOSED GRADE 740 740 NG 15" RCP M't15"RCP DROPOSE 13.25 LF Qa 4.38% MANHOLE 735 735 a ^ 0+00 0+50 STR-78 - STR-78B PROFILE 15" RCP 67.29 LF @a 0.59% STR:EX-68 NEW MH TOP EX TP=719.58 EX I NV I N: 714.18 TO 76 EX INV OUT: 714.o8 TO EX-52 730 STR:76 VDOT STD. DI-3B (L=8') TP=7z1.5o INV IN:714.6oTO76B INV OUT: 714.5o TO EX-68 725 STR:76B VDOT STD. DI-3B (L=8') TP=721.42 INV IN: 717.42 TO YD-7 INV OUT: 715.00 TO 76 720 725 15" RCP 33.82 LF Qa ia8% 15" RCP 710 24.57 LF @a 1.30% TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE i DEVELOPM 705 'y00.t °O ^ N N N ^ N ^ N ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 FSTR-76B - EX-STR-16 PROFILE STR:72 V I STI INV INV II INV Ol 745 3+00 745 DOT STD. DI (L=6') STR:74 VDOT STD. DI-36 (L=8') TP=73o.83 TP=736.00 INV IN:7z4'93T074 INV IN: 7z8.93T074B NV OUT: 724.83 TO 22 INV OUT: 728.83 TO 72 740 740 / EXISTING STR:74B VDOT STD. DI-36 GRADE TP=736.i7 INV IN: 732.5o TO RF-21 ':22 VDOT STD. PROPOSED INV OUT: 729.33 TO 74 DI-3B (L=4') GRADE 735 TP=73o.67 N: 724.5o TO 7z : 723.27 TO 22B PROPOSED 8" IT:7z3.17TO 20 WATERLINE CROSSING 730 730 15" RCP 725 15 R�3.41% 33-75 LF Qa 1.1g% 7�5 yy2.a5�-E i5" RCP 18.25 LF Qa i.81% 720 720 I� f N N .I rii .T f O H '4 N N m n'1 m ^ 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22 PROFILE STR:16F VDOT STD. DI-3B (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 740 F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 ROPOSED GRADE 730 730 15" RCP 19.47 LF Qa 3.85% 725 725 m ^ STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ o p am LL m p ^kD M^ INV OUT: 730.00TO28 m m m m0'O > n rm MH 745 NO F 000� mezzo OF°o O nrnmm /Ha»> 745 ri O � m o m m m / n Z Z Z PROPOSED 8" o °v° m 0 Z z . D WATERLINE zo N 00 Z) n - - - 1.3' CROSSING ^-O H a ra» �FZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP EXISTING GRADE WATERLED 8 15 �°I° 33 67 LF Qa 1.1g% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CRF, 11 OSSING 0.9' 1.1' 15`F @ 2-59M0 „, .. . mmmmmmmmm=103 730 730 7z6.83 TO 24" RCP z. GROUND-,,167.56 LF Qa o.54% 18" RCP �CILITY'C' 47.93 LF [✓al l.00% z4" RCP 7�5 47-57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF �a i.5o% 720 720 N 1p N (� N Ol N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2'=7 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22 PROFILE STR:16F VDOT STD. DI-3B (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 740 F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 ROPOSED GRADE 730 730 15" RCP 19.47 LF Qa 3.85% 725 725 m ^ STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ o p am LL m p ^kD M^ INV OUT: 730.00TO28 m m m m0'O > n rm MH 745 NO F 000� mezzo OF°o O nrnmm /Ha»> 745 ri O � m o m m m / n Z Z Z PROPOSED 8" o °v° m 0 Z z . D WATERLINE zo N 00 Z) n - - - 1.3' CROSSING ^-O H a ra» �FZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP EXISTING GRADE WATERLED 8 15 �°I° 33 67 LF Qa 1.1g% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CRF, 11 OSSING 0.9' 1.1' 15`F @ 2-59M0 „, .. . mmmmmmmmm=103 730 730 7z6.83 TO 24" RCP z. GROUND-,,167.56 LF Qa o.54% 18" RCP �CILITY'C' 47.93 LF [✓al l.00% z4" RCP 7�5 47-57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF �a i.5o% 720 720 N 1p N (� N Ol N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2'=7 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 STR:16F VDOT STD. DI-3B (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 740 F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 ROPOSED GRADE 730 730 15" RCP 19.47 LF Qa 3.85% 725 725 m ^ STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ o p am LL m p ^kD M^ INV OUT: 730.00TO28 m m m m0'O > n rm MH 745 NO F 000� mezzo OF°o O nrnmm /Ha»> 745 ri O � m o m m m / n Z Z Z PROPOSED 8" o °v° m 0 Z z . D WATERLINE zo N 00 Z) n - - - 1.3' CROSSING ^-O H a ra» �FZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP EXISTING GRADE WATERLED 8 15 �°I° 33 67 LF Qa 1.1g% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CRF, 11 OSSING 0.9' 1.1' 15`F @ 2-59M0 „, .. . mmmmmmmmm=103 730 730 7z6.83 TO 24" RCP z. GROUND-,,167.56 LF Qa o.54% 18" RCP �CILITY'C' 47.93 LF [✓al l.00% z4" RCP 7�5 47-57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF �a i.5o% 720 720 N 1p N (� N Ol N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2'=7 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ o p am LL m p ^kD M^ INV OUT: 730.00TO28 m m m m0'O > n rm MH 745 NO F 000� mezzo OF°o O nrnmm /Ha»> 745 ri O � m o m m m / n Z Z Z PROPOSED 8" o °v° m 0 Z z . D WATERLINE zo N 00 Z) n - - - 1.3' CROSSING ^-O H a ra» �FZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP EXISTING GRADE WATERLED 8 15 �°I° 33 67 LF Qa 1.1g% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CRF, 11 OSSING 0.9' 1.1' 15`F @ 2-59M0 „, .. . mmmmmmmmm=103 730 730 7z6.83 TO 24" RCP z. GROUND-,,167.56 LF Qa o.54% 18" RCP �CILITY'C' 47.93 LF [✓al l.00% z4" RCP 7�5 47-57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF �a i.5o% 720 720 N 1p N (� N Ol N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2'=7 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2'=7 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2'=7 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 7/29/22 _4Q� Z Z C o O� m H � � U) 0 J Oti u F u ` n z E Lu c u IJ. F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 F N N rn 0 N z C`7 ® 00 a CN 4 0- M w CN I--1 m C%) N J > z LL.� H� w > J_ � i �� H C Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 2 N It W CO Ci O 00It N 0 O ^°a o m��F rl Lnzzp Ln I� z z z 76Q STR:48 VDOT STD. DI-3C (L=6') TP=756.58 INV IN: 749.18 TO 48B INV IN: 752.83 TO RF-14 INV OUT: 749.o8 TO 44 STR:4813 VDOT STD. DI-3C (L=1o') TP=756.58 INV IN: 752.92 TO YD-4 INV OUT: 749. So TO 48 76o METING GRADE 755 755 ROPOSED GRADE PROPOSED8" WATERLINE Oti PROPOSED 8" f CROSSING WATERLINE 2.6 CROSSING 1.3 750 750 15" RCP ti75"RCP 100.44 LF @ 0.56% 34-74 LF Qa 0.92% 745 1 745 'pN ^ Ln V ^ 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-1 INV OUT: 751.00 TO 44 EXISTING GRADE ROPOSED GRADE STR:46B VDOT STD. DI-7 76o I INV OUT5751.75 TO 46 o+o0 0+50 STR-4613- STR-46 PROFILE 76o m 'D m 755 0 o M F M ^ w m F N L H ^ Xo6 ^z0 Pf w -> rlzZZ 750 �a-ZWw 745 II II II II EXISTING GF POSED GRADE ROPOSED 8" WATERLINE CROSSING 1.4 76o STR:66 VDOT STD. DI-313 (L=8') TP=751.25 INV IN: 747.5oTO RF-13 INV IN: 744.io TO 66B INV OUT: 744.0o TO EX-32 755 STR:66B VDOT STD. DI-313 (L=12') TP=751.25 INV OUT: 74433 TO 66 750 PROPOSED 8" WATERLINE 745 15 RCP Lis" RCP 740 z19.49 LF 1.zz% 34.85 LF @ o.66% 740 TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE z DEVELOPMENT 735 p „Mj Vl W ri S ♦i Ql 0 n 0) C n S n 0 n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-66B - STR-EX-32 PROFILE N J_ m V00 V M 0 m p N O mO O 0 � p p m 0 00 ID Om Q Q� ,, 755 EXISTING GRADE 750 24" RCP 61.03 LF @ 1.23% INV: OUT-743 75 745 STR:6o VDOT STD. DI-3C (L=6') STR:64B VDOT STD. DI-313 (L=8') TP=755.o8 00 J TP=756 75 INV IN:747.5o TO 62 m INV IN: 752.00 TO RF-12 INV IN:747.z7TO6oB T p INV IN: 753.o8TO RF-11 INV OUT: 747.17T0 58 co It INV OUT: 749.75 TO 64 STR:58 VDOT STD. DI-313 (L=6') 0 O m STR:64 VDOT STD. DI-3B (L=8') TP=755.58 F- m00 TP=756 75 INV IN: 746.85 TO 6o o M °� �- INV IN: 749-43 TO 64B INV OUT: 746.75 TO 56 N �� INV OUT: 74933 TO 62 ^z0 Fa>> `n ~ Z Z STR:56 VDOT STD. MH TP=752.00 INV IN' 746. 43 TO 58 INV OUT: 746.33 TO 54 ROPOSED GRADE i 15" RCP i34.83 LF @ 1.04% 15" RCP z4 R�r 32.18 LF @1.03% PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED LF 1.z9% OUTLET OUTLET PROTECTION w/ FILTER FABRIC 1' i34'�9 24" RCP 735 UNDERLAYMENT (L=zo', W1=6', Wz=12', D=i.5') z4" RCP 51.28 LF @o.62% PROPOSED 8" SANITARY 7 44'25 LF dal o.7z% 740 SEWER CROSSING F N ^ }o� STR:40 VDOT STD. DI-3B (L=8')0 ID' r: Ln O0 O TP=74833.0, m >^m � O o INV IN: 740.43 TO yob>o^�F- ID ;zzD 1 m nF- �z It > O N INV IN: 744.67 TO RF-6 --'Do76Q a.. 76o INV OUT: 74o.33 TO z8 m F 0-»>_^-Oo vF Z ZZ F a» O �Z0 u d z z CIL >z >Z 76o m ,mom„ m ------------- 755 750 20POSED 8" WATERLINE CROSSING 745 GRAD 755 750 L24" RCP 48.25 LF Qa 1.04% z4" RCP 56.66 LF Qa 0.71% 745 M M m W ^ n n ^ ^ ^ Ln 0+00 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 m M p To u 0 y0 0 STR:5o VDOT STD. DI-313 (L=io') F N TP=749-So OQ 00 r INV IN: 742.02 TO 50B o , ^ INV IN:743-50TO52 m ^ �r INV OUT: 742.92 TO 28 z p 750 i? Lzz „r 750 PROPOSED 8" WATERLINE PROPOSED GRAD CROSSING 745 745 EXISTING GRADE 740 740 28" RCP 27.66 LF Qa o.83% 735 735 0+00 0+5o STR-5oB - STR-50 PROFILE tJ .t O v It aw0 u- in O O ~ ~ F- ~ 2 O '^moo N t 755 i Ln > pN't ^ ° s 0 m ^�*�t F:� 0000tzzo O r-^LnN LA F ZZZ pm o moi^ > -- ^'tNmF- 750 co 0:3 H- CL ,nz z z z 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 m m p m 1 It ItIt�0 Ci Ln 000� o����'t 0 mLnvim^ > 00 nnnF- ^zzzo Faa»» Ln F- ED GRADE )POSED 8" GRADE TERLINE )SSING 1.T 0,0"i5 RCP 0g% 1.7' 11601LF@3. z 2' 18" RCP 29.16 LF Qa 1.1o% PROPOSED 8" SANITARY SEWER CROSSING 18" RCP 47.78 LF Qa 1.74% 1. 755 PROPOSED WATERLINE CROSSING 750 15" RCP 27.68 LF @ 1.16% 745 740 M 1� 00 S O N l0 0 m lDLi) M N •i V1 m n n n n n n n n ^ ^ ^ ^ ^ ^ n ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 FSTR-64B - SWM FACILITY'B' PROFILE FL Lu 2 w J � V 151 K`' 6.y% -x = N o ° u 0 76o F o 76o STR:Sz VDOT STD. DI-3B (L=1o') STR:52B VDOT STD. DI-3B (L=10') o 10 v~i O 0 °o 11 F- 00 N N °o 0 FI 9 Q m TP=755.25 TP= z 755 5 in F- F- � „ $ L u_ g m oNo INV IN: 7y8.oz TO 5zB INV IN: 751.58 TO RF-8 > n ^F > N 0 CO?�ZZp 0 m 0 °v v0 INV OUT: 7479zTO5o INV OUT: 748.z5TO5z �a»> 755 t °pC, 755 �zz� ^--O Ln 0 LnM- F- 000 Ln F No i ii»> Ln F Z Z Z o $� o un PROPOSED 8" 760 n > I. ^ �F m WATERLINE om o mo ^ > ^ N. �� o Z) ^ -t ? O CROSSING co Z Z Z Ln F Z Z Z 750 0 *1* > > > > 1.z' 750 �Fzzzz PROPOSED GRADE 755 750 � 7 15" RCP 57.5o LF Qa 1.74% 745 PROPOSED 8" SANITARY SEWER CROSSING 740 In 0 w a, N ♦i 0 M ,^, ul ^ r 0+00 0+50 1+00 1+50 2+00 2+50 3+00 Ls TR-46 - STR-28 PROFILE VERTICAL GRAPHIC SCALE 5 ° 2.5 5 10 20 ( IN FEET ) 1 inch = 5 It, HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 3+50 735 730 725 745 I L15" RCP ,27.63 LF @ y63 740 / SEWER CROSSING 15" RCP 735 64.16 LF Qa 1.82% 730 725 GRADE ul N Hl ^ M ,M . N rq N. 0) m 0+00 o+SO 1+00 1+SO 2+00 2+50 STR-52B - STR-28 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 3+00 NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 745 740 735 730 725 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SCOTT/R. M-LLINSZ No. 35791 i�l 7/29/22 _yQ� Z Z o a c O H Ln m � wz J O F u > > z o W o n Lu N N rn N n Cn A z CID a N M w N 1--1 u m C%) N J > z J LL. 111 J W > J_ U)Lu F� t_9 1--- 0 O didQ m w _ ~' W W Y V) c/1 Lu Q G 2 � ul U) O z w uj � V Lu J � 0 z J Q (19 Q ® o W o J bF 0 w x o_ m JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 21 SCOTT /R. 001LINS'Z No. 35791 7/29/22�� Z Z o o OE Nm � � J O F- u \ cn Z E W o ~ N Q r L M z \\ ` \^ �°\\o..' = i ° ° ° /': � \ /i�j CF ( 9 � ^^ � M- 50B. 40B s?T / OT 5 YD- F � � z80 /-.•"/C� .\' ^ L.L fy W o -- \ J , 0 \X A o A \ \\ \ \ /� vvv vvv vVv v`v v \ / \ O \ Q \ \ \ DO \p ` Do o �\ ♦ 4*4 -�--- - / _, �\ \ 1r\ - ♦♦ = RAINAGEDIVIDE(TYPJ 01 /1♦ \\\ \ \ \\\ \\ / \ 1\ \"400 \ r r /r 1 17 �♦ A vv v / �/ L o� 3 6oD Co -.._ - - / �_�,. - \\ ♦ \�,\ - - - :y°r <or <o //�+ _: YD-4C \ `� \ \ \ \ \ \ r. ,., � Jo r ✓ YD-6A - -_- ���--' ��/ � � \\� 1 'saT (or < YD-4A � � \ \\ \/ r 58 ~1� ^ \~\` ��� �\�-"'-,,-, --�� � ii is ✓O%�_ \\�� YD 6D___ _ \ � / / _- - 6.. `- ...,, i�F9 �= j zsar �..-\.zg+ T--! _. �" � / _ h' \ z + p \, 48B \ \ ROJECTBOUNDARY(TYIslk PJ � B - - • ° o._- :1 9y ' _�-�..� 64 "'-�, �... � ",. /�_< F t2� �/Or ....>.,:. --. __ _ /' l�'�r // / .. / RF-1 LL!„d C�/�/G \ '.....\ `�b i -7...... \ti.,,.,.,�\`\- ♦. 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J8 T RF-i3 / Structure Area (Acres) Cw t� (Min) 28 0.00 0.90 5.0 30 0.15 0.75 6.0 32 0.24 0.75 6.0 32B 0.13 0.75 6.0 34 0.08 0.80 6.0 34B 0.08 0.70 6.0 34D 0.20 0.70 6.0 36 0.23 0.70 6.0 36B 0.14 0.70 6.0 38 0.07 0.70 5.0 40 0.14 0.70 6.0 40B 0.18 0.70 6.0 42 0.11 0.75 6.0 42B 0.06 0.70 5.0 44 0.00 0.90 5.0 46 0.00 0.90 5.0 46B 2.32 0.40 12.0 48 0.14 0.75 6.0 48B 0.26 0.70 6.0 50 0.22 0.70 6.0 50B 0.15 0.75 6.0 52 0.19 0.70 6.0 52B 0.16 0.75 6.0 CULVERT-1 0.26 0.60 8.0 54 0.09 0.45 6.0 56 0.00 0.90 5.0 58 0.14 0.70 6.0 60 0.14 0.75 6.0 60B 0.43 0.80 6.0 60D 3.42 0.45 11.0 62 0.20 0.75 6.0 64 0.26 0.75 6.0 64B 0.20 0.80 6.0 66 0.22 0.70 6.0 66B 0.84 0.45 8.0 68 0.10 0.75 6.0 70 0.10 0.70 6.0 70B 0.09 0.70 6.0 72 0.09 0.75 6.0 74 0.08 0.75 6.0 74B 0.18 0.75 6.0 76 0.08 0.65 6.0 76B 0.12 0.65 6.0 78 0.00 0.90 5.0 78B 0.15 0.60 6.0 Structure Area (Acres) Cw t, (Min) EX-16 0.28 0.70 6.0 EX-16B 0.16 0.70 6.0 EX-16D 0.16 0.70 6.0 EX-22B 0.19 0.75 6.0 EX-32 0.17 0.70 6.0 EX-50 0.17 0.55 6.0 YD-2 0.00 0.90 5.0 YD-2A 0.14 0.60 6.0 YD-2B 0.09 0.60 6.0 YD-2C 0.10 0.60 6.0 YD-2D 0.10 0.60 5.0 YD-2E 0.10 0.60 6.0 YD-3A 0.00 0.90 5.0 YD-3B 0.11 0.60 6.0 YD-3C 0.10 0.50 6.0 YD-3D 0.12 0.50 6.0 YD-3E 0.41 0.55 7.0 YD-3F 0.24 0.55 7.0 YD-3G 0.22 0.55 7.0 YD-4 0.00 0.90 5.0 YD-4A 0.25 0.40 7.0 YD-4B 0.35 0.40 8.0 YD-4C 0.00 0.90 5.0 YD-4D 0.09 0.50 6.0 YD-4E 0.13 0.45 6.0 YD-5 0.00 0.90 5.0 YD-5A 0.08 0.30 6.0 YD-6 0.17 0.50 7.0 YD-6A 0.20 0.55 7.0 YD-6B 0.34 0.50 7.0 YD-6C 0.17 0.45 7.0 YD-6D 0.50 0.50 8.0 YD-7 0.11 0.65 6.0 YD-8 0.14 0.60 6.0 YD-8A 0.14 0.60 6.0 YD-8B 0.18 0.50 6.0 YD-8C 0.16 0.50 6.0 YD-8D 0.17 0.60 6.0 YD-8E 0.10 0.60 6.0 YD-9 0.00 0.90 5.0 YD-9A 0.13 0.60 6.0 YD-9B 0.10 0.60 6.0 YD-9C 0.12 0.55 6.0 YD-9D 0.14 0.60 6.0 YD-9E 0.04 0.60 5.0 YD-9F 0.08 0.60 5.0 YD-10 0.09 0.50 5.0 YD-11 0.12 0.55 6.0 Structure Area (Acres) Cw t, (Min) RF-4 0.00 0.90 5.0 RF-4A 0.04 0.90 5.0 RF-5 0.00 0.90 5.0 RF-5A 0.03 0.90 5.0 RF-6 0.00 0.90 5.0 RF-6A 0.03 0.90 5.0 RF-6B 0.03 0.90 5.0 RF-7 0.00 0.90 5.0 RF-7A 0.04 0.90 5.0 RF-8 0.00 0.90 5.0 RF-8A 0.06 0.90 5.0 RF-9 0.00 0.90 5.0 RF-9A 0.05 0.90 5.0 RF-10 0.06 0.90 5.0 RF-11 0.00 0.90 5.0 RF-11A 0.07 0.90 5.0 RF-12 0.00 0.90 5.0 RF-12A 0.07 0.90 5.0 RF-13 0.00 0.90 5.0 RF-13A 0.07 0.90 5.0 RF-14 0.00 0.90 5.0 RF-14A 0.02 0.90 5.0 RF-14B 0.06 0.90 5.0 RF-15 0.00 0.90 5.0 RF-15A 0.07 0.90 5.0 RF-16 0.00 0.90 5.0 RF-16A 0.05 0.90 5.0 RF-17 0.00 0.90 5.0 RF-17A 0.05 0.90 5.0 RF-18 0.00 0.90 5.0 RF-18A 0.05 0.90 5.0 RF-19 0.00 0.90 5.0 RF-19A 0.05 0.90 5.0 RF-20 0.00 0.90 5.0 RF-20A 0.06 0.90 5.0 RF-21 0.00 0.90 5.0 RF-21A 0.05 0.90 5.0 RF-22 0.00 0.90 5.0 RF-22A 0.02 0.90 5.0 RF-22B 0.04 0.90 5.0 RF-23 0.00 0.90 5.0 RF-23A 0.02 0.90 5.0 RF-23B 0.03 0.90 5.0 RF-24 0.00 0.90 5.0 RF-24A 0.06 0.90 5.0 RF-25 0.00 0.90 5.0 RF-25A 0.04 0.90 5.0 RF-26 0.00 0.90 5.0 RF-26A 0.06 0.90 5.0 v -- ��� as �� i � -, <or ' ✓ <° �' � < ' a °r e � RF z6A � RF� v v � CV o o , o .i vy, / ♦r - V : Or .�� RFa6A sor / YD-gD <p 70 °s <pr `` \ V CV J .+" : , v ° o A� rac v� - >ao A �• / / % / �� , 7oB ` \ oOr " v� EX- 2\�, - - A ° k u- �: o ° \ � -�� e .. 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LINSZ J No. 35791 7/29/22 �� O 'SIONAL E�Ol w w z z w rn z J O U 0 c m c c - 3 m ° n 0 3 O c o r m c 0 o � a a a c 0 U 2 c 0 0 ° 0 U c 0 3 m n a T c o a m m c c o t o n r o r U n c T o E 0 U z w z z w N Z J O T a a > U 0 U o w E U U a o 0 0 n m I - (A Z O u W O U) Z O W °� ¢ m N J ¢ F- Z Vl Z W O U Q U Q 0 > Z 0 U w � Q L mU J Q d 1 L w v1 w W Q N -1 m N N rl rn (y) M � N C) F CD N W Q > w L > r^ Uj J C/ U W w w n/ Z w /� Vi J w J Q CD 0 z0 � J J < z � 1 H- III LJJ < = z w w ��r111 •' v z ,Q^ V / 1� U w O a V O L 0- lV0 Q W Q z a` Lf w Ln JOB NO. 182154 SCALE N/A SHEET N0. �3 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH` ( SLOPE INVERT INVERT MATERIAL INLET TYPE Curb SLOT RIM YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` (R.) SLOPE (°h) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION Y0.2E 12" Yard Drain 751.67 12 40.75 9.82% 747.00 743.00 HDPE Y0.2D 12" Yard Drain 746.00 12 48.94 5.46°h 743.00 740.33 HDPE Y0.2C 12" Yard Drain 743.33 12 44.07 3.02°h 740.33 739.00 HDPE Y0.2B 12" Yard Drain 742.00 12 48.43 3.45% 739.00 737.33 HDPE Y0.2A 12" Yard Drain 740.33 12 13.85 2.38% 737.33 737.00 HDPE Y0.2 12" Cleanout 742.75 12 60.53 1.37% 737.00 736.17 HDPE Y0.10 12" Yard Drain 745.67 12 18.34 0.93% 742.67 742.50 HDPE RF-15A 8" Cleanout 746.50 8 149.76 4.39% 743.83 737.25 HDPE RF-15 8" Cleanout 741.00 8 18.07 9.68% 737.25 735.50 HDPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 736.83 HDPE RF-16 8" Cleanout 739.50 8 16.51 9.09% 736.83 735.33 HDPE RF-17A 8" Cleanout 751.00 8 99.76 7.35% 748.33 741.00 HDPE RF-17 8" Cleanout 744.50 8 21.44 9.33% 741.00 739.00 HDPE Y0.11 12" Yard Drain 746.00 12 28.30 1.17% 743.00 742.67 HDPE Y0.9F 12" Yard Drain 749.50 12 40.60 8.62% 745.50 742.00 HDPE Y0.9E 12" Yard Drain 746.00 12 63.96 4.17% 742.00 739.33 HDPE Y0.9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE Y0.9C 12" Yard Drain 739.67 12 50.96 5.24% 736.67 734.00 HDPE Y0.9B 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE Y0.9A 12" Yard Drain 736.33 12 67.62 1.23% 733.33 732.50 HDPE Y0.9 12" Cleanout 736.00 12 12.10 6.20% 732.50 731.75 HDPE RF-18A 8" Cleanout 740.00 8 100.19 3.99% 737.33 733.33 HDPE RF-18 8" Cleanout 736.00 8 14.37 5.78% 733.33 732.50 HDPE RF-19A 8" Cleanout 746.50 8 104.40 6.23°h 743.83 737.33 HDPE RF-19 8" Cleanout 741.00 8 19.69 9.29% 737.33 735.50 HDPE YD$E 12" Yard Drain 740.50 12 63.44 2.88% 737.50 735.67 HDPE Y0.8D 12" Yard Drain 738.67 12 53.43 3.13% 735.67 734.00 HDPE Y0.8C 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HDPE YD$B 12" Yard Drain 735.67 12 60.00 4.45% 732.67 730.00 HDPE YD$A 12" Yard Drain 733.00 12 64.81 2.05% 730.00 728.67 HDPE Y0.8 12" Yard Drain 731.67 12 69.92 1.67% 728.67 727.50 HDPE RF-20A 8" Cleanout 737.00 8 137.94 4.05% 734.33 728.75 HDPE RF-20 8" Cleanout 732.00 8 18.41 9.51% 728.75 727.00 HDPE RF-21A 6" Cleanout 741.00 8 109.32 1.83% 737.33 735.33 HDPE RF-21 8" Cleanout 738.00 8 29.61 9.56% 735.33 732.50 HDPE Y0.7 12" Yard Drain 722.00 12 84.75 1.86% 719.00 717.42 HDPE RF-22A 8" Cleanout 725.00 8 36.64 0.90% 722.33 722.00 HDPE RF-22 8" Cleanout 725.00 8 18.33 6.38% 722.00 720.83 HDPE RF-22B 8" Cleanout 726.00 8 102.55 1.30% 723.33 722.00 HDPE RF-23A 8" Cleanout 728.00 8 22.01 1.50% 725.33 725.00 HDPE RF-23 8" Cleanout 728.25 8 15.49 6.46% 725.00 724.00 HDPE RF-23B 8" Cleanout 732.67 8 74.60 6.70% 730.00 725.00 HDPE RF-24A 8" Cleanout 744.75 8 138.35 7.05% 742.06 732.33 HDPE RF-24 8" Cleanout 737.00 8 20.50 9.76% 732.33 730.33 HDPE RF-25A 8" Cleanout 749.00 8 83.14 4.31% 746.33 742.75 HDPE RF-25 8" Cleanout 746.00 8 8.87 8.46% 742.75 742.00 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` (g.) SLOPE(%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION RF-26A 8" Geanout 751.00 8 136.59 1.10% 748.33 746.83 HDPE RF-26 8" Cleanout 749.50 8 22.43 8.16% 746.83 745.00 HDPE RF-13A 8" Cleanout 754.00 8 152.90 1.64% 751.33 748.83 HDPE RF-13 8" Cleanout 751.75 8 19.44 6.64% 748.83 747.50 HDPE RFFiB 8" Cleanout 753.50 8 73.11 4.32% 750.83 747.67 HDPE RFFiA 8" Geanout 750.33 8 52.95 2.66% 747.67 746.25 HDPE RFE 8" Geanout 749.00 8 15.84 9.97% 746.25 744.67 HDPE RF-4A 8" Cleanout 752.67 8 95.67 3.92% 750.00 746.25 HDPE RF-4 8" Geanout 749.50 8 14.88 9.54% 746.25 744.83 HDPE RFSA 8" Cleanout 757.50 8 74.97 5.34% 754.83 750.83 HDPE RF-5 8" Cleanout 754.00 8 17.22 9.64% 750.83 749.17 HDPE RF-14A 8" Geanout 757.50 8 49.22 3.72% 754.83 753.00 HDPE RF-14 8" Cleanout 757.00 8 15.63 1.09% 753.00 752.83 HDPE RF-14B 8" Geanout 757.00 8 134.13 0.99% 754.33 753.00 HDPE YD-4B 24" Yard Drain 757.67 12 69.54 1.08% 754.67 753.92 HDPE YD-4A 24" Yard Drain 757.00 12 66.17 1.01% 753.92 753.25 HDPE YD� 12" Geanout 757.00 12 19.17 1.72% 753.25 752.92 HDPE YD-4E 12" Yard Drain 758.33 12 42.89 1.54% 755.33 754.67 HDPE YD-4D 12" Yard Drain 757.67 12 42.89 0.98% 754.67 754.25 HDPE YD-4C 12" Cleanout 757.25 12 20.48 1.61% 754.25 753.92 HDPE RF-9A 8" Geanout 757.67 8 115.19 1.09% 755.00 753.75 HDPE RF-9 8" Geanout 757.00 8 6.83 7.32% 753.75 753.25 HDPE RF-10 8" Cleanout 759.33 8 138.69 2.47% 756.67 753.25 HDPE YD-3D 12" Yard Drain 754.00 12 48.78 6.83% 751.00 747.67 HDPE YD-3C 12" Yard Drain 750.67 12 73.93 1.81% 747.67 746.33 HDPE YD-38 12" Yard Drain 749.00 12 49.56 1.67% 746.33 745.50 HDPE YD-3A 12" Cleanout 750.00 12 19.91 2.51% 745.50 745.00 HDPE Y0.3G 24" Yard Drain 757.00 12 82.14 4.87% 754.00 750.00 HDPE YD-3F 24" Yard Drain 753.00 12 67.35 1.48% 750.00 749.00 HDPE YD-3E 24" Yard Drain 752.00 12 52.73 2.52% 749.00 747.67 HDPE RF-7A 8" Cleanout 755.00 8 95.25 4.72% 752.33 747.83 HDPE RF-7 8" Cleanout 752.00 8 15.48 9.69% 747.83 746.33 HDPE RF�A 8" Cleanout 759.00 8 120.76 2.46% 756.33 753.33 HDPE RF-8 8" Cleanout 756.00 8 18.34 9.54% 753.33 751.58 HDPE YD-BD 24" Yard Drain 758.67 12 102.41 1.14% 755.67 754.50 HDPE YD-6C 12" Yard Drain 758.00 12 89.35 1.12% 754.50 753.50 HDPE YD-68 24" Yard Drain 757.00 12 55.97 1.20% 753.50 752.83 HDPE YD-6A 12" Yard Drain 756.67 12 75.92 1.09% 752.83 752.00 HDPE YD8 12" Yard Drain 756.00 12 19.34 2.59% 752.00 751.50 HDPE RF-11A 8" Cleanout 759.00 8 145.10 1.03% 756.33 754.83 HDPE RF-11 8" Cleanout 758.00 8 22.74 7.70% 754.83 753.08 HDPE RF-12A 8" Geanout 756.33 8 140.73 1.07% 753.67 752.17 HDPE RF-12 8" Geanout 757.50 8 15.49 1.10% 752.17 752.00 HDPE YD-SA 12" Yard Drain 735.33 12 16.00 9.38% 729.00 727.50 HDPE YD-5 24" Cleanout 730.00 12 16.85 9.91% 723.00 721.33 HDPE D 0� FLOW TYPE IlVI.Er TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CF3) YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 4.00 0.374 0.97 WEIR FLOW YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 6.50 0.608 134 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 4.00 0.374 1.54 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 6.50 0.608 2.13 WEIR FLOW YD-IA 12"NyloplastYazdlrilet 0.43 11.19 0.15 0.55 4.00 0.330 0.55 WEIR FLOW YD-lA 12"NyloplastYardllilet 0.43 11.19 0.15 0.55 6.50 0.536 0.76 WEIR FLOW YD-1 A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.15 0.55 4.00 0.330 0.98 WEIR FLOW YD-1 A 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.15 0.55 6.50 0.536 2.58 WEIR FLOW YD-1 B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 4.00 0.440 0.67 WEIR FLOW YD-1B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIR FLOW YD-1 B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIR FLOW YD-1B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 6.50 0.715 4.59 ORIFICE FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-2A 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 4.00 Q216 0.66 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 6.50 0.351 1.11 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2D 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2D 12" Nyloplast Yard Irilet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 Q240 0.71 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-3B 12" Nyloplast Yard I1ilet 0.43 11.19 0.11 0.60 4.00 0.264 0.47 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.66 WEIR FLOW YD-3B 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.75 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 1.65 WEIR FLOW YD-3C 12"NyloplastYazdlnlet 0.43 11.19 0.10 0.50 4.00 0.200 039 WEIR FLOW YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.50 6.50 0.325 0.55 WEIR FLOW YD-3C 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.10 0.50 4.00 0.200 0.63 WEIR FLOW YD-3C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.50 6.50 0.325 0.95 WEIR FLOW YD-3D 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.50 4.00 Q240 0.45 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 4.00 0.902 0.69 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 6.50 1.466 0.96 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 4.00 0.902 1.10 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 6.50 1.466 1.82 WEIR FLOW YD-3F 24" Nyloplast Yazd Inlet 1.40 21.73 0.24 0.55 4.00 0.528 0.48 WEIR FLOW YD-3F 24"NyloplastYardlnlet 1.40 21.73 0.24 0.55 6.50 0.858 0.67 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 4.00 0.528 0.77 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 6.50 0.858 1.06 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet 1.40 21.73 0.22 0.55 4.00 0.484 0.46 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet 1.40 21.73 0.22 0.55 6.50 0.787 0.63 WEIR FLOW YD-3G 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.22 0.55 4.00 0.484 0.72 WEIR FLOW YD-3G 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.22 0.55 6.50 0.787 1.00 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet 1.40 21.73 0.25 0.40 4.00 0.400 0.40 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet 1.40 21.73 0.25 0.40 6.50 0.650 0.56 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.25 0.40 4.00 0.400 0.64 WEIR FLOW YD-4A 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.25 0.40 6.50 0.650 0.88 WEIR FLOW YD-4B 24" Nyloplast Yard Inlet 1.40 21.73 0.35 0.40 4.00 0.560 0.50 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet 1.40 21.73 0.35 0.40 6.50 0.910 0.70 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.35 0.40 4.00 0.560 0.80 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.35 0.40 6.50 0.910 1.10 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet 0.43 11.19 0.09 0.50 6.50 Q293 0.51 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.45 4.00 Q234 0.44 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.45 6.50 0.380 0.61 WEIR FLOW YD-4E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.13 0.45 4.00 Q234 0.70 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.45 6.50 0.380 1.30 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.30 4.00 0.096 0.24 WEIR FLOW YD-SA 12" Nyloplast Yazd Inlet 0.43 11.19 0.08 0.30 6.50 0.156 033 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.30 4.00 0.096 038 WEIR FLOW YD-SA 12" Nyloplast Yard I1ilet - 50% clogged 0.22 5.60 0.08 0.30 6.50 0.156 0.53 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.50 4.00 0.340 0.56 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.50 6.50 0.553 0.78 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 4.00 0.340 1.04 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 6.50 0.553 2.74 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.20 0.55 4.00 0.440 0.67 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.20 0.55 6.50 0.715 1.15 WEIR FLOW YD-6A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.20 0.55 4.00 0.440 1.74 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.20 0.55 6.50 0.715 4.59 ORIFICE FLOW YD-6B 24" Nyloplast Yazd Inlet 1.40 21.73 0.34 0.50 4.00 0.680 0.57 WEIR FLOW YD-6B 24" Nyloplast Yard Inlet 1.40 21.73 0.34 0.50 6.50 1.105 0.79 WEIR FLOW YD-6B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.34 0.50 4.00 0.680 0.91 WEIR FLOW YD-6B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.34 0.50 6.50 1.105 1.26 WEIR FLOW YD-6C 12" Nyloplast Yard Irilet 0.43 11.19 0.17 0.45 4.00 0.306 0.52 WEIR FLOW YD-6C 12" Nyloplast Yard Irilet 0.43 11.19 0.17 0.45 6.50 0.497 0.72 WEIR FLOW YD-6C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.17 0.45 4.00 0.306 0.84 WEIR FLOW YD-6C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 A60 0.17 0.45 6.50 0.497 2.22 WEIR FLOW YD-6D 24" Nyloplast Yard I1ilet 1.40 21.73 0.50 0.50 4.00 1.000 0.74 WEIR FLOW YD-6D 24" Nyloplast Yard Inlet 1.40 21.73 0.50 0.50 6.50 1.625 1.02 WEIR FLOW YD-6D 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.50 0.50 4.00 1.000 1.18 WEIR FLOW YD-6D 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.50 0.50 6.50 1.625 2.24 WEIR FLOW YD-7 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.65 4.00 0.286 0.50 WEIR FLOW YD-7 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.65 6.50 0.465 0.69 WEIR FLOW YD-7 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.65 4.00 Q286 0.79 WEIR FLOW YD-7 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.65 6.50 0.465 1.94 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is4inlhr for spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Intel Hyd �Y TH OF �,{ It- SCOTT R. LINS% J No. 35791 ,� 7/29/22 t� O ��S'SIONAL E�Ol w w Z Z w Z J O U O c 0 Vl c Z o W O - U 3 Q 0 U 0 Q n 0 Z 0 0 0 t 0 Od > � � 0 u U ca W N Z 3 0 J O O+ Z a U I O F- J o (n Z IY 0 a 0 W W m U J Q w d c WL o W o to a C W O [r a a c 0 U i w 0 U 0 W N N 0 a -1 N � � rn r, 0 N c r 0 z0 M 0 M < 3 JU N 0 0- n ` C n Uj 0! �t 0 c r 1 0 N 0 O 0 N J W a Q ° > z t (--I 0 2WJ 00 > n w1-4 Q J o . . � o 9 L9 I--- 3 O V 0 U t Q 1-1 Q �� o = V U LU W W Y U) w Q /f 0 H = z 0 a rr^^ - o vJ O a in - z z �� Q w z w w z w Uj z w z Z U J w z JN < o LL o Q�T� U) > V Q u, U O w 0 o J U N ^^ s I..f_ o w c E 0 U U 0 w � , O W 0 1 M Of V=i o JOB NO. 182154 o SCALE O N/A 0 0 n SHEET NO. m 0z3A STRUCTURE DRAINAGE rio o rCD o r0 o STRUCTURE DRAINAGE D (� FLOW TYPE INLET TYPE AREA (FT2� PERIMECER (FT) A (ACRES) C I (IN/IIR) Q (CFS) YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-8 12" Nyloplast Yard Inlot - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-8A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-SB 12" Nyloplast Yard Inlet 0.43 11.19 0.18 0.50 4.00 0.360 0.58 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet 0.43 11.19 0.18 0.50 6.50 0.585 0.81 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.18 0.50 4.00 0.360 1.16 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.18 0.50 6.50 0.585 3.07 WEIR FLOW YD-8C 12" Nyloplast Yazd Inlet 0.43 11.19 0.16 0.50 4.00 0.320 0.54 WEIR FLOW YD-8C 12" Nyloplast Yard Inlet 0.43 11.19 0.16 0.50 6.50 0.520 0.75 WEIR FLOW YD-8C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.16 0.50 4.00 0.320 0.92 WEIR FLOW YD-8C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.16 0.50 6.50 0.520 2.43 WEIR FLOW YD-8D 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 4.00 0.408 0.63 WEIR FLOW YD-SD 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIR FLOW YD-SD 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIR FLOW YD-SD 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.17 0.60 6.50 0.663 3.95 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-SE 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.60 4.00 0.312 0.53 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.60 6.50 0.507 0.73 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.60 4.00 0.312 0.87 WEIR FLOW YD-9A 12" Nyloplast Yazd It - 50% clogged 0.22 5.60 0.13 0.60 6.50 0.507 2.31 WEIR FLOW YD-9B „ 12 Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-9B 12 Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-9B 12" Nyloplast Yard Inlet - 50% clogged 0.22 460 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-9B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9C 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.55 4.00 0.264 0.47 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 6.50 0.429 0.66 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-9D 12" Nyloplast Yazd Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-9E 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 4.00 0.096 0.24 WEIR FLOW YD-9E 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 6.50 0.156 0.33 WEIR FLOW YD-9E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.38 WEIR FLOW YD-9E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 6.50 0.156 0.53 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.60 4.00 0.192 0.61 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIR FLOW YD-10 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-10 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 6.50 0.293 0.51 WEIR FLOW YD-10 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-10 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 4.00 0.264 0.47 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 6.50 0.429 0.66 WEIR FLOW YD-11 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-11 12" Nyloplast Yard Irilet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hrfor spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HI2) Q (CF6) 18 DI-1 2.33 10.00 0.46 0.30 4.00 0.55 0.8 WEIR FLOW 18 DI-1 2.33 10.00 0.46 0.30 6.50 0.90 1.2 WEIR FLOW 18 DI-1-50%clogged 1.17 5.00 0.46 0.30 4.00 0.55 1.3 WEIR FLAW 18 DI-1 - 50%clogged 1.17 5.00 0.46 0.30 6.50 0.90 1.8 WEIR FLOW EX-50 DI-1 2.33 10.00 0.17 0.55 4.00 0.37 0.6 WEIR FLOW EX-50 DI-1 2.33 10.00 0.17 0.55 6.50 0.61 0.9 WEIR FLAW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 4.00 0.37 1.0 WEIR FLAW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 6.50 0.61 1.4 WEIR FLAW 46B DI-7 6.56 14.33 2.32 0.40 4.00 3.71 2.3 WEIR FLOW 46B DI-7-50%clogged 6.56 14.33 2.32 0.40 6.50 6.03 3.2 WEIR FLOW 46B DI-7 - 50% clogged 3.28 7.17 2.32 0.40 4.00 3.71 3.7 WEIR FLOW 46B DI-7-50%clogged 3.28 7.17 2.32 0.40 6.50 6.03 5.1 ORIFICE FLOW 54 DI-1 2.33 10.00 0.09 0.45 4.00 0.16 0.4 WEIR FLOW 54 DI-1 2.33 10.00 0.09 0.45 6.50 0.26 0.5 WEIR FLOW 54 DI-1-50%clogged 1.17 5.00 0.09 0.45 4.00 0.16 0.6 WEIR FLOW 54 DI-1-50%clogged 1.17 5.00 0.09 0.45 6.50 0.26 0.8 WEIR FLOW 60D DI-7 6.56 14.33 3.42 0.45 4.00 6.16 3.3 WEIR FLAW 60D DI-7-50%clogged 6.56 14.33 3.42 0.45 6.50 10.00 4.5 ORIFICE FLOW 60D DI-7 - 50% clogged 3.28 7.17 3.42 0.45 4.00 6.16 5.2 ORIFICE FLOW 60D DI-7-50%clogged 3.28 7.17 3.42 0.45 6.50 10.00 7.2 ORIFICE FLOW � � i i � i i � � �l • � �. .. , • . . 1 � � � III U .� .� • • • . 0� � � � � � � � ®����������� 0�����®����������� 0� � � � � �: ���®��������� �®���������� � � � 0®��� 0� „� �., �„ ®������������ a� „� �., �„ ®������������ 0� � �� � �� � � ��®®��������� 0� � � � �� �®�®��������� 0���®���®��������� 0� , � � � �: ������������� m��� � � �®®���������� o����� � �� �®�������� �O��mm®®' °' �0® � � ®�® �o���������� � � � 0��® o�® �-� �� �� ���������� o��� � � ��®®�������� �o����������®®��� 0�� � , � � ��®��������� �����m®�®�������� �o�������®®� � �� 0��� o�� � � � � � ����������� o�� � � � �� ��®��������� �®�m� � „ � � ®� � ������������� ������������� � �� oo � �� o� � � � ���m� � � � �. � � � ������������� 0�����������®moo©�o���® ©��������®®�®gym®®o�®�� �®�m� � � �® � � ������������� �®®mom � �� � � ®� � ������������� ���m� � „� � �� � � � ������������� ������������ � � � �� o �„ � � o� � � �® 0������������ � �� oo � �� o� � �� �® ��®mom � �� � � ��������������� ���������®®���oo� � � ���� ���������®�®®moo®����� ����������®���m����®�� ���m� � �� �®�������������� ��������������oo������ �®�m��®��������������� ��®mom � „� � � ®�������������� ����������®���oo�����® ���m���®� � ������������� �������������®oo � � m� � � �� 0������������ � �� oo � � m���® 0������������ � �� oo � �� m� � �� �® o������������ � � m � �. �m���� ���m� � � �®�������������� ������������®�®�®mom®® �®gym � � � � ���������������� �������������®oo®mom „ 0����������� , , � �� oo � � m� � � �� ���m� � � � � � ��������������� ��®mom®��®������������� 0������������ � �� oo � �� m��®� ���m� � �� � � ®� � ������������� ����������®���oo�m���� �®®m���� � � ������������� �®�m� �� �® � � ������������� �®gym®®®® � � ������������� ®������������ � ��� o��m��� ��������������oo�m��® 0��������®®���oo�m���� ���������®��®moo � � m���� • MINI Wow W�Juwplbo- Nil ml If � �j,•� � - 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Illill+I • .. • . • • • • • .. • ... ° mow,\ ��, `, $� /L�/' �• ® , , ��p�l'� o • • • PROPOSED FRONTAGESTREET • DUNNAGAN DRIVE: REQUIRED PROPOSED ISTREET FRONTAGE• • ••• • • .• REQUIRED PHASE II PLANT LIST SYM I COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREETTREES TC GREENSPIRE LITTLELEAF LINDEN -ZACORDATA'GREENSPIRE' 10-12'HT 249 37 9213 ASL LEGACY SUGAR MAPLE ACER SACCHARUM'LEGACY' 10-12'HT 195 44 8580 PA ILONDON PLANETREE PLTANUA XACERIFOLIA 10-12'HT 368 58 21344 TOTALCANOPY: 39137 'GRAPHIC SCAL 182154 ao o zo pao Bo 160 ��, O \� �'�' �• / / // / SCALE ( TN FEET ) \ , s — SHEET NO. iii 1992 3.38 FENCING(^�AND � 11 DRIP DNE� SNOW FENCE BOARD FENCE NG IMI_ `Cq6 FENCE PIAStIC rFe1Q CORRECT METHODS OF TREE FENCING County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plans 11 (ffandbook, pp III-284-111-297 for complete specifications) \ 1. The followine Items shall be shown on the plan: El Tacestobesaved; ® Limbsofdewing(outsMeddphneoftremtobesaved); ® Location and type ofpotective fencing; ® Grade changes regsrxirg uce wells orwalls; fa Pmposedhmol ng umielingbeymdtMli bofclearbg. \ 2. MarMh r 0 All trees to be savo3 shall be marred wit print orribbon at a beight clearly visible m egwpmm[ opmawn. I El No grading sM1dl begin un rl to trce maridug has bear inspected and approved by a Comity Inspector. v s� 3. PreLopdrurim Conference: Trce preservation antl protection memwes sM1all bereviewed wit to contractor on rile. 4. Eautmem Operation and Smraee: Heavy equipmmL vchirvlm nafhc and etmage ofconsm lion materials including soil aM1dl rat be pemutred whin to drippnes of trees / /i/YC 5. to be saved. Sit Erodonand Stoneman. Detrmair Devhes: � ® Such devices shall rat adversely affett trees to be savM. II V 6. Ftras U Firesvenotpa #r whin100fitoftMd plineoftrammbesaved. II � 7 rush, h, Materials: 10 l ll l F I ® Toxicmatmals shall not tea stored xutltin l00feet ofthe dxipline oftrcestobe saved. III- -III -II S. ProtFenoiI LI TreetoberetainedmtWn40fWofapr modbuildulgorgmdu acfvityuhaabopMo Mbyfmcing 0 Fmdng shall be m place and shall be inspctM and appmvM by a Cosmry Irispectox poor to grad'mg m construction 9. Tree Wells: I 111 .III II=11 ® WhmtegrowdlevelmustberaisedwitintedxiplineofatreetobesavedatreewoUshallbeprwidedmdacmutructiondeiail solnired for approval 10. Ties with: Evergreen Tree Planting Detail LI Whmtegrnundlevelmustbelowemdwitldpteddplineaheetob swM,aveewallshallbepfovided;andacomsv ondetail subnuded for approval Not To Seale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"1 HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER I NFORMATION — GUYWI RES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE — 2"1 HARDWOOD STAKES, ALIGN TOP OF STAKES — MULCH SAUCER CUTAND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail 2/30FBALLASSHOWN Not To Scale SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND II22 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"1 HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 213 OF BALL AS SHOWN SCARIFY SUBSOI L TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKE TREES 4" CAL. OR LARGER SHALL BE GUYED WITH EQUALLY SPACED OPEN SPACE•;•;•':•':•':•'. '. '• '•�•% — {U.1.4 AC) D. :;' y: •' j / / _ - LOT I I ❑ \\ \\ LOT LOT 50oT 151 TED,R22GAUGE HOSE I ••'.•% // \1 \\ LOT i49 AND O PWITH LES.LOOPHOSE AROUND I ••'.✓ LOT 14g \\\ BRANCH BRANCHES \\ i 47 TRUNK ABOVE AS I \ i LOT \\ SHOWN, FLAG WOVE ASSHOWN i(f6 \\ APE.RE REFERES R COURVEY TAPE. REFER P / LOT 145 — MSPECS FOR ADDITIONALINFORMATION. ADDITIONAL / \ / LOT 144 AMENDED SOIL MIX LOT COMPACTED SUBGRADE 14 1 Lj • l ..TREES STREET ♦1 �`�� �� IN � � � •ram �I! C o �y No. 35791 a 7/29/22 IF— 12/7/2020 1 � _ _ _ 1 > Source: Va.DSWC Plate3.38-2 - OwneRMcIVATURa (DATE? \ - W LOT _ t11 P \ LOT 1�4 155 156 57 W m \ — — — _1 CONTRACT PURCHASER SIGNATURE (DATE) _ \ _ \ 1 W w I 53 _ _ Q i39 \ I Nu v 1 _ IH - 401 snm6 Peas 2 of l / / CIL CLING LANE — — — __ / I i3O8 r LU o \ _ — EXISTING I _ - - - - > CONSERVATION PLAN NOTES: — _ — �37 I ���, Qc LU 1 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT LOT \ � I 3 CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE Ln I LOT I i76 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / — ENGINEERING DEPARTMENT. , . 1 I i36 LOT 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL 1 1 I II I L — — — •!1 17S NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. . PROPOSED i3 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES _ 1 Ln I f 1 I LANDSCAPIN LOT d _ I LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE 1 I EASEMENT 1 I 1 1 ;' tY o' - 'x 11 i74 PRESERVED AND PROTECTED. ' 35 a ,r II 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED - �. %I ❑ LOT Flo I LOT I I w N 1N`1 AND PROTECTED. - }n Q a u' � � I 1 I I \ �34 ¢ .° N 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE \ `} _�„� r I 0 PRESERVED AND PROTECTED. I ; I I I I - - I LOT ` ° a� LOT I Ln 6 BY THENO DCONTRACBTING OR ANDIVITY SHALL BEGIN UNTIL THE INSPEC INSPECTED AND APPROVED BYTHE COUNTYEE IVE FENCING ENGINEERINGHAS DEPARTMENTEEN TALLED \\ ' I I - © __-_- - I II II I 133 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR \ I I G G 1 — -- LOT LOT III I I LOT OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF I I I S — — _ — I 1 LOT LOT 129 130 I I I I 132 ; ii 171 CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENTLOT 127 3.28 I 'I POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING 1 1 I �-O O.L '12 - Z _ ;,' PROPOSED6 WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \\ 1 O O N /� LOT 'L 124 125 I - - I I I 131 - �� a Il • •• LOT LANDSCAPIN 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED \ 1 - I I o U I I LOT LOT LOT 3.23 I I I _ I I I • �7o EASEMENT SHALL BE REPAIRED ORIN- TREESPECIALIST. CARE FORYSERIOUS OINJDURIIES SHALLTHE BE PRESCRIBEDNBYTHE A PROFEEROSION SSIONAL FORESTER111 i1g 120 12Y I I - J L - - - I J 1� I\ IN I N 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND \ �-- LOT LOB i18 I I w 1 -- - II - X' ____ ___ _� _ � Q PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT LOT LO 116 11 x. �� N x M m ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ O.S t \ LOT LOT 114co 115 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN \ SS f \ \ T 3.12 3 - r W MEASURES REMOVED DURING THE FINAL CLEAN-UP. �/ LOT \ \ \ 111 - \ 1 M -0! �1 LOT uo \ \ J G \ ;.•;:•':•' LOT M - - LL - \ .. �. • LOT 107 \ , ; .. :. : S SWIM N \ • . • . • S '. •'-' . \ . •, .. \ LOT _ � \ \ - , ,- �� .,• x M , .. , ,;. ' '_'- ---, 1 1 - I III _ I - -1' FACILITY C 103 /\ — x _ _ — — I -- III — 1 I I I II l' ': ') I I I PR N J A Q \ • .; •; �i,+.:•::• :,..;� .. x x •'x op0l _ I_ 1 II' I — — I I I LOT I I — o s \ R E v t1cR x ` I I I I I LOT I $ I �'. •;. .' LOT I Ld I —I LOT I $4 I 3 I $2 I L J \ ;S•.. ;: ;: / , ' \ _ - \ \ I 1 III III LOT $5 I I I _J • .•'.::.;�:'`:'��•.��.� � l 1 rr` � �.' \� �- -' x ,- \ — \ � 1 I I I I 1 I LOT III g6 I I I I I :: •:. /I I I I .: I I I pppp > z \ •`•y •' _\ 102 J x M r t y _ —,_ i __ \ \ I I I I I I sL L 't1 2 I I :c� ~ _ .:•. I I _ w � Q go06\ \M M \ \ \ \ LOT \\ \ 9� \ \ I I I I I / _�'. •'. •'. •'.' �� `/ - . '.•;.fit. ��`� ..:\\ � \ r , x - \ \ \ \ \ 92 \ \ \ 1 I J % ••'.�;.'•••,• ,• • l J LOT �• z :.•�' .�-/` '.•:� N \ LOT \ \ ,. •• .,e, \ \ \ • • 1 � ' •�•;,•;••;••'• � � _ �� \\ 1 \ LOT \ \ 93 \\ \\ \ \ / ~ \ a o 2 0 :•;:•;:•;.•;.• .• ... .•;:•;. !�/ OP C :ice::.:... x 94 \ \ \ \ \_ r .. . .' N S E` \\\ LOT \\ \\ o y� OPEN tPA 1 a. o \.. U - o o �1+ \ •.•'.•'.•'.•'.•;.• .• .•,.•,. i •.,,. , . ,. •.• ::�;i \ � I PROPOSE 95 \ \ \ \ ���..•'••'. o I . \ (1.38 AC) r..: / 1. _ - ANDSCAPING \ LOT - - _ V 1 1 11 \\ \\ \ �' o 0 0 97 Ln LOT I EASEMENT \ 9 - - .'' o 0 0 0 0 0 0, o �,..,..., W Q I \ .•.•;.••.•,.••.•. '.' .•'.•,. FACILITY B ,:•' v ••'�,:• --� o - a ..,...� � • ': I . 1 I I \ LOT \ \ \ \ \ \ 0 0 I 100 � �j't . I \\ . o 0 0 0 \ I —•':•':•' •' 1 LOT \ 1 � \ / ••SPA � o ° � o 0 0 "... ,... t \ o D Q PR POSED TREE :{ o \ 1 0 9 L - J • • . •tea •' ••'! . OT 1 ry PEN SPACE' 1. �--r-- W \ - PR TECTI N FEN IN I O O C G 1 / — t, 1 o Z •=. 1 / H 9 I I ••' • ' •' • •' YR FLOODPLAIN r 1 I 0.26 AC �... - �' LU z �T 1 �'` c ) I / J wLU I — i O '•.. W ^ i / . \ •• a. ••I Ln I _ F � T O 1 Vi `� ` z \ / „_,. •,, „_, ,.� o PROPOSED LIMITS OF o o LIMITS OF STREAM/ o ".,,�„ \ / TREE CLEARING (TYP.) - BUFFER (TYP.)° ° o o r'-....... \ / o o o OPEN SPACE H _ o 0 0 0 J a o � „_„S,-.,�! �.....• o 0 0 _0 ° _e e , ,� `; o ° ° o.' ° _ ° o o � (WRO$UFFER) I ° � ' ^ o \ �•.,. .•,.•'„ i _ o a o a o / o ' I o o V J 0 0 0 / o 5273AC I. I ° o O w o _ / a 0N .O 0 O 0 _ / \ _ _ 7 . _ O PROPERTY LINE - - - \ a °0 _ ° o GRAPHIC SCALE — ° ° ° 182 NO. 0 0 ° ao o zo 40 ao ,so 0 O O 0 °-------- ----- -- -- -- 0 0° o 0 0 0 0 0 ° o P ° o 0 0 0 D a o o ° o o/ SCALE 11 _ 4 1 IN FEET) o o 0 °°°° a o 0 0 0 0 0 0 0 0 0 0 0°° o 0 o o EXISTING STREAM SHEET NO. - S S S ° o o(D° 1 inch = 4°0 Dfo z5 745 745 HT. OF OBJ-3.5' 740 740 LINE OF SIGHT / HT.O i`- / / EYE= .5' 735 735 i E,z S\G 730 / / �J EXISTING GRADE 730 PROPOSED GRADE HT. OF 0131=3.5' 725 725 / 720 720 715 715 NVl a mV1 m 000) N H O O O Ln 00 H 00 a 00 O 00 0 ID 00 M 0 rl V1 N D m 6 w ^ 00 W 00 6 n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n rl 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 MERCER STREET & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 755 755 �F J0H. 1=3.5' 750 , / 750 0 745 LINE OF SIGHT / 745 �NNj 1 2 HT. OF 740 \GN\! EYE=3.5' ROPOSED GRADE 740 / HT. OF OBJ.=3.5 XISTING GRADE 735 735 730 1 1 730 lD L(1 N N n a 1 M N m co n n n n M M n ^ n ^ n ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 5+00 5+50 6+oo VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE HUDSON STREET & MERCER STREET INTERSECTION SIGHT DISTANCE PROFILE 775 775 770 SIGHTDIST NCE=z 0' LINEOFSIGHT 770 OBJ.=3.5' THO= 765 .5' .S/`GHpq r CE=zBo, 765 ` HT. OF OBJ.=3.5' 76o EXISTING GRADE 760 755 755 O 00 O m Cl 00 N 00 O 00 ri � In a O1 ci N O O O N 0) LO 00 n V7 n n lD n n n n n n lD n n ut n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ( IN FEET ) 1 inch = 50 1t. 76o 76o HT. OF INEOFSIGHT OBJ.=3.5' SIG�pISTgNC _ z$p- 755 �GpIS�NCE= 755 HT. OF ' EYE=3. 282 750 750 \\-- PROPOSED GRADE HT. OF OBJ.=3.5' 745 XISTING GRADE 745 N N N O 00 000 �D •i m O ci N M •i 00 l0 M N l0 L!1 a N N N O ,� 0) a 0) ,°� a 0) a° I� a U7 s a 20 200 765 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 750 SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 .j a Z Z O C of F�1LA m C1 Z J ti O F u cn Z o 750 W C u 745 745 HT. OF OBJ.=3.5' 740 740 \tiro \ \\0 735 735 INE OF SIGHT \ 730 -SIGHT DISTANCE=z 730 o' OF HT.O .=3-5' TOJ EYE= .5' 725 725 PROPOSED GRADE 720 EXISTING GRADE 720 00 N m 00 H 00 Ol N 0) 00 0) a 00 0 1 a m •i 'i a N .i m a N M H W l0 O H M kD 01 N M a e-I m a a a ~ m a N a m m V1 N m m a M M •i M M 'i ~ m M j ~ M M A '1 M m O i M M m O O M m 0 m ^ � r` n r, r, r` 0+00 0+50 1+00 i+5o 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+50 6+oo DUPREE STREET & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 LINE OF SIGHT -\ 760 � E,zBi HT.O� EYE= .5' SIG _ T DISTANCE_ g0 ' 76o 5\G j \51 TOTB.1-3.5'0 755 755 PROPOSED GRADE HT. OF / \ OBJ.=3.5' 750 750 XISTING GRADE 745 z 745 740 740 a 00 00 m a OaN a.) MO7 0 Ln 00 O lD W. m 1 O1 0) 00n OtD H a �L0 !1 Vanl I� '1 n n a V1 O0 I L n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 EMERGENCY ACCESS ROAD &CLING LANE INTERSECTION SIGHT DISTANCE PROFILE EMERGENCY ACCESS ROAD &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE F N N za O\1 CA AE co z ® co a CN co W C) i--1 rn V) N J > z_ w � Lu J W J � J �L1 _ � L9 0 V Q '-' Z = Q U W Y V) 111 ul U) � z � z w Lu U-) Lu Lu — Cl) V J � z J Q Q Q ® C) W o J u� GF 1 W W a 1n JOB NO. 182154 SCALE V:i"=5' H: i" = o' SHEET NO. 26 C 0 U 0 0 0 0 740 HT. OF 750 750 745 S\GN/ / 745 LINE OF SIGHT / HT. EYE=3.5' F PROPOSED GRADE —\ 740 T DISTAICE" C-2 °� 740 _ 51G HT. OF 0131=3.5' / 735 EXISTING GRADE 735 730 730 ..}t O O Ln O N nm W r` O O Ol V1 Ol �t M O 00 W O O ry nl 1 0) I M't OVMl1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 i HT. OF i OBJ.=3.5' / 735 LINE OF SIGHT T D151 735 730 730 / HT. i i ROPOSED GRADE 725 0 725 720 / 720 / EXISTING GRADE 715 / 715 HT. OF OBJ.=3.5' 710 710 705 705 M Ol Ln d N rl lD Ol N ri N Ol M r, m 0) l0 . H Ol r\ Ol m O �H W N In N N O NIt rO l O N O O r m N m r m m mH r, ulO mr r r, r r, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LITCHFORD ROAD & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 740 735 LINE 0FSIGHT E= $2 735 SIGH AN .1� HT. OF 013J.=3.5' SIB D\S EYE=3.5' 730 730 HT. OF OBJ.=3.5' ROPOSED GRADE 725 725 EXISTING GRADE 720 720 N 00 m i ~ 0+00 0+50 1+00 1+50 2+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 IT, HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch - 50 ft. 765 765 76o 76o HT. OF _ SIG T ANCE- DI -2 ° LINE OF SIGHT OBJ.=3.5' — TEE= F5' SIGHTDIS-rA 755_ 280,755 HT. OF EXISTING GRADE OBJ.=3.5' 750 750 PROPOSED GRADE 745 1 745 f 00 O Ol 00 ry In 'i N O O) O 00 O .T O 1p W 00 'i O N V1 M V1 V1 ^ I� O m r` In Irn. l066 N " N Ln N l r, r• r r r rVl 770 0+00 0+5o 1+00 I+So 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o LEXI LANE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 770 765 SIGH�ISTq 765 HT. OF _ OBJ =3 5' %280 LINE OF SIGHT — 76o T. OF I HT DISTANCE= 76o EYE= .5' 80, HT. OF EXISTING GRADE OBJ.=3.5' 755 7 755 PROPOSED GRADE 750 750 Ol r. lD OD M r. �t 00 ^ l0 M rl LD r• r. r. r` r` r. r` n ^ r` ^ r` Ln r• ^ r` 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5o S+00 5+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 765 76o 76o / HT. OF OBJ.=3.5' / LINE OF SIGHT 755 D\STYE-/ 755 / / 750 / HT.0 750 YE= .5' / / 745 \ Nei 745 / / PROPOSED GRAD \ 740 EXISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O O co M M Ol r` co co ,0 N I� M Ol `� lD 00 W m H W 't Lll `t S 111 O 't Vl M rl lD M ^ CO m M Ql ri M ri O ^ M L(1 O rl N f+1 Vl W ri 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. CtTLI No. 35791 7/29/22 N N FO\1 N n (9 'TV N O Cf7 N (N Lu J J_ U) w L9 J Q U w I n D C. z LU w LU I--1 V I Q LU J_ 06 w U '-' z �W V / Ln Q o 2 � z � w Ln LU z Q w J GF O W p 2 a Ln JOB NO. 182154 SCALE V:III =5' H: I" = 5o' SHEET NO. 27