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HomeMy WebLinkAboutSUB202000226 Plan - Approved 2022-11-18GENERAL NOTES OWNER: STANLEY MART HOMES LLC 11710 PLAZA AMERICA DRIVE S'UI7E 1100 RES7CW, VIRGINIA 20190 DEVELOPER: STANLEY MART HOMES 404 PEOPLE PLACE SU17F 30 CHARLOTTESt4LL& VA 22911 ENGNEER. COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILL& VA 22902 (434)293-37/9 TAX MAP NO: OWCO-03-00-000AO - STANLEY MARTIN HOMES LLC (18278 AC) 05SAI-01-00-025W - STANLEY MART HOMES LLC (1.84 AC) 05SAI-01-00-02NO - STANLEY MARTIN HORS LLC (1030 AC) PORTION OF EXIST@ am LANE R/W - 0343 ACRES TOTAL AREA: 21.284 ACRES (PHASE 08 X PHASE N - NET ACREAGE) NOTE PHASE I (RECORDED /N JANUARY 2626) IS ta377 ACRES X PHASE NA (RECORDED IN MAY 2022) l5 4.9W ACRES ZON/NGu R-6 RESDIEITAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOOOPLAW AND STEEP SLOPE OVERLAY DISTRICTS PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENT INCLUDE- SPf990-00f03 LW2014-00009 LW2021-OW18 SUW015-00029 SUM17-WM FDP2021-00004 PROPOSED USE: 145 SINGLE FAMILY ATTACED RESIDENTIAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS) + 28 SFD LMNTS (NOT N4CLUDED W/ SITE PLAN) NOTE 28 SINGLE FAMILY DETACHED RESM77AL (NITS ARE WaUDED WITHIN PHASE /E X PHASE N DEVELOPMENT, BUT THESE 28 INVITS ARE NOT PART OF THE 97F PLAN. TOTAL UNITS WITHIN PHASE NB X PHASE IN ARE 173 WITS NOTE TOTAL UNITS WIIHIN PHASE IA: 24 UNITS (14 SFA UNITS & 10 SFD UNITS) DENSITY! ALLOWABLE DENSITY, STANDARD LEVEL CLUSTER DEVELOWMT:6 DU/AC (NET DENSITY) PROPOSED DENSITY.' THE OVERALL NET DENSITY FOR PLEASANT GREEN B/W PHASE L PHASE N. AND PHASE N DOES NOT EXCEED 6 UNITS / ACRE: PHASE I RECORDED ACREAGE - 10.377 ACRES & 50 MIS PHASE N & Il GROSS ACREAGE - 31.09f ACRES (GROSS ACREAGE) _�-- PHASE N & IN NET ACREAGE = 30798 ACRES (NET ACREAGE) OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 WITS / ACRE = 247 UNITS OVERALL PROPOSED IWET DENSITY - 247 WWTS (50 WITS - PHASE 1, 24 UNITS - PHASE NA, & 173 UNITS - PHASE /B & PHASE III) OPEN SPACIED TOTAL REQUIRED OPEN SPACE (25X OF TOTAL PLEASANT GREEN DEVELOPMENT) TOTAL REQUIRED OPEN SPACE - 41.468 ACRES x 259 - fO367 ACRES TOTAL OPEN SPACE FRONDED: 1. PHASE I OPEN SPACE 4.243 ACRES (PLATTED - DIE5264, PG297)) 2 PHASE 11A OPEN SPACE: 1567 ACRES (PLATTED - INST.*20220005001) PLEASANT GREEN -PHASE 2 FINAL ROAD PLAN AMENDMENT WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA T 1 0 d PHASE AB & PHASE M (7.8M ACRES - 36.62E THIS PHASE) - OPEN SPACE A = 0469 ACRES OPEN SPACE B - 0208 ACRES - OPEN SPACE C - 1.378 ACRES OPEN SPACE D - O142 ACRES OPEN SPACE E = 0192 ACRES OPEN SPACE F = 0122 ACRES OPEN CEc - 5,066 ACRES OPEN SPACE H - &275 ACRES TOTAL OVERALL AOPEN SPACE PROVIDED: 14.480 ACRES (34.92% 70TAL OPEN SPACE) 1. I I OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. I I ALL OPEN SPACE SHALL 6E RESERVED IN A DEED FOR TE COMMON USE OF LOT OWNERS IN TIE SURDINS/ON AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED- PUBUC SPACE CLING LANE 2. OPEN SPACE H /S THE PROPOSED OPEN SPACE LOC47M WITHIN THE NPO BUMR --------- (PROPOSED MMWAY AREA). - °, IT I 1. I® MCCOMB STREET -�- i PHASE OPEN SPACE F AND OPEN SPACE G INCLUDE 0142 ACRES OF ADD/TONAL OPEN - �1 f � J�_L z _ L r ` , . , I I '1 ii w, a � SPACE LOCATED WTIN PHASE IA (BUT NOT PREVIOUSLY PLATTED WTIN PHASE IAA S`-� ,\ - � - ---�-" 3 � I n I � I I I �I x I' �/ • U I`ul ,o: I �C PRESERVED ANAGED SLOPES TE PRESERVED SLOPES AND MANAGED BLARES ARE SHOWN AN SEE15 2 X 3 AND SHEETS 11 THROUGH 11 THERE ARE NO IMPACTS TO PRESERVED SLOPES WIN w, 1H/S PLAN -'�� I ❑ z -- --�-- BUILDING HEIGHM MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET I I BUILDING EAW HEIGHTS SHALL NOT EXCEED M FEET ON ANY SFA UNIT. 1 Ili 1 ,❑ � O "" 'i ( ', ' I - I. L I I -I, �� i ,_ ' Fµ::::: STgF i /:. SE73ACKS: FROND 5' MINIMUM 25' MAXIMIN FROM R1W OR EDGE OF SIDEWALK SIDE NONE - MOH. 10 BUILDING SEPARA71ON ANY BUILDING THAT EXCEEDS 35 IN I1 �. - ?;PHASE III \ oPo HETGNT SHALL BE SEPARATED FROM/ ANY OnER BUILDING BY 10' PLUS 1' FAR EACH FOOT 7 E BUILDING EXCEEDS M' IN HE/GWT) -- - _ - - - -- REAR: 20' MIN/MUM , GARAGE: IB' MINIMUM FROM THE R/W OR THE EX7EH7/OIR EDGE OF THE SIDEWALK • I II- 4LT I, ' FIi'---.II�.: _ �\ "�.... E ,... - I I I _ m I I LOT SIZE NO MIN/MUM SIZE AND NO MAXIMUM SIZE REQUIRED / Me N w, I I I\ Rq '` PHASE 11A „ '/ .° . Ri w. LO ' I SU6D/NSION STREETS CURB � GUTTER PU6YIC S71REE15 I WATERSHED: L/C INGHALE CREEK WATER SUPPLY WATERSHED ° 1`\1\ \\ \ `, \' / I' • w--- `, 9, ` 1 IA „ _ -\ t..�•- ;'/ PHASE NIB '• AGRICULTURAL/ FORESTAL DISTRICT.• NONE 1', \ ,, ; _ ° w' - „ • I9 x.:• .,.._ ... .--/ '., sm 1 w' 111 10 TOPO & SURVEY: TIE BOUNDARY UN& PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASS0CIA7ES IN JANUARY OF 2019 AND UPDATED IN MAY 2022. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2022 DATUM: NAD 83 �_�- o : °.,,BUFF'„ EVSnNG WGE TA770M PARTIWALLY OVED. PORTIONS OF THE 577E ARE CURRENTLr CINDER CON57RUCnoNL ': . ••_ a a .. • • WE REAM PARTNERS LLC N� \ PHASE I CONSTRUCTION IS NEARLY COMPLETE • ° - TMP as 21 50o 08 PG 582 LIGHTING NO STREET LIGH77NO I5 PROPOSED WTH THE DEVELOPMENT. ALL PORCH LIGHTS MUST >' _ A MEET THE REQUIREMENTS OF SECTION 4:17 AND BE BELOW MOO LUMENS -- PARKING PHASE 08 & PHASE NI DEVELOPMENT 145 SFA UIW75 = 290 OFF-STREET PARKING SPACES REQUIRED -: 28 SFD WW75 = 56 OFF-STREET PARKING SPACES REQUIRED • .. ........... . ' . • \ _ _ , "•. +'. 'I \ ;�;,r� (MNWMUMI (1) DRIVEWAY SPACE + (1) GARAGE SPACE) Tg �• \ \ V,•, o PHASE 11A PARKIN& 24 LW17S (48 PARKING SPACES WITH GARAGE' X DRIVEWAY) - �- ®,, w `«; z TOTAL PARKING PROVIDED 394 OFF-STREET PARKING SPACES c GUEST PARKING SPACES REQUIRED: i SPACE PER 4 UN175 (145 WA X 1 SP/4 WITS) + tt 7 PHASE NA G/E5T PARKING (14 SFA x 1 W14 MIS) = 40 SPACES I I O { ` 70TAL LEST PARKING REQUIRED (PHASES NIA, NB: & N) = 40 SPACES REQUIRED GUEST PARKING SPACES PROVIDED (WITHIN PHASES NIA. IB, AND III 11 OH -STREET PARKING ALONG MCCOMB - 31 SPACES �-Lill I I , I I I I 2 ON -STREET PARKING W/ -OUTS`(LE7gMETROER,HUIDSAN�UPREE� 17 SPACES _ L�II TOTAL GUEST PARKING PROVIDED = 48 SPACES --- of TOTAL PARKING REQUIRED. 394 SPACES + 40 GUEST SPACES = 434 SPACES O TOTAL PARKING PROVIDED: 594 SPACES + 48 GUEST SPACES = 442 SPACES ON STREET PARKING AVAILABLE WHERE INDICATED BY SGNAGE: SEE S7E PLAN SHEET - - L - - I I I \ \ ✓ \ 1. - _ 4 o / �`\ FOR SHGNAGE ALONG MCCO46 STREET PHASN& Y NS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES CURRENTLY. THIS PROPOSED _ _ F _ - , �: �❑ __I CUPLANRRENTLY NVTLY UN PHASE IB Ut PHASE IL PHASE l IS CAIIPLEIE, AND PHASE NA HO V CURRENTLY UNDER CLWISTRUC7fON /,,/ \\ 1 BUILDING S17F5: PARCELS f03-247 EACH CONTAIN A BUILDING S7E THAT COMPLIES WITH 7W7D REQUIREMENTS OF SEC770N 411 OF THE ALBEMARLE COUNTY ZONING ORDNANCE _ _ �' - � _ _ � - � FI -11\ BURIAL 4111ES: A CEMETERY EXHS75 AN TE RESIDUE PROPERTY (PARCEL 7MP 6A-#-Xqh TE CEMETERY SHALL REMAIN AND MOLL BE PRESERVED WITH TE DEMOPlIVIENT SEE DNSTG CONDITIONS AND S7E FLAN SHEETS FOR LOCATION OF CEUIFFERY. STREAM BUFFERS TE 100' STREAM BLUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH TINE ALBEMARLE COUNTY WATER PROIEC17ON ORDINANCE FLOODPLAW. A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLA/N ZONE AS SHOWN ON FEMA 1V1APl5/003002290, DATED FEBRUARY 4, 2001 RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED WIN THE ROAD PLAN ALONG PE NEIGHBORHOOD STREETS IV ACCORDANCE W7H ALBEMARLE COUNTY LANDSCAPING REQLMREINNITS SET FORTH IN SECTN 51Z9 OF THE COUNTY CODE TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREATIONAL AUDW77ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A C.1/BHOUbE RECREATIONAL FIELD, AND TOT LOT. PHASE NB & PHASE Il WILL ADD 79 TES' AAENInES WTH A PASSIVE RECREATIONAL AMENITY AND AN ACTIVE GRASS RECREATIONAL FIELD. A 7RAILWAY SHALL BE CANSIRUCZED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE NOTES., 7RAAL 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH 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. BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI At 17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. SHEET LAYOUT SCALE: 1" =100' NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA =1,55o SF TOTAL AREAS OF OTHER FLOORS = 2,775 SF TOTAL BUILDING AREA: 4,625 SF REQUIRED ISO FIRE FLOW = 3./5 oo SF AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ONSITE IS 2,925 GPM AT 62 PSI. IMPERVIOUS AREAS: PROPOSED ROADWAY AND PARKING LOT 40,620 SF PROPOSED SIDEWALK 18,200 SF PROPOSED BUILDINGS 77,190 SF PROPOSED DRIVEWAYS 23,780 SF TOTAL IMPERVIOUS AREA 159,790 SF (55X) TRIP AM RATE AM PEAK RATE PM PEAK RATE CODE 230: SINGLE FAMILY DETACHED ON ITS 9. M1 0.74 0.99 260VPD 21VPH 28 VPH PROPOSED-28 DWELLING ON ITS (132 ENTER/132 EXIT) (5ENTER/16EXIT) (18ENTER/10EXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS 7.32 O46 0.56 1062VPD 67VPH E2VPH PROPOSED -1050WELUNG UNITS (531ENTER/533EXIT) (15 ENTER/52 EXIT) (52 ENTER/30 EXIT) L3MVPD 8BVPH 110VPH TOTAL: 1]3 PROPOSE00WELLING UNITS (663 ENTER/EG3 EXIT) (20ENTER/66EXITI (70ENTER/49EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MAN1,AL(1OTH EDITION) EXISTING RAILROAD WAg NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE 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 SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. APPROVED by the Albemarle County Comm �n�ty/Degvel2pment Department Date 1 ALL FileSUB202000226-amendment, L' SITE L HfLLa CROZET 11174 CR0SSIN G OCK AYLANDS GRANT W°V' WAYLAND PA ' �"fi SITE Crozet � Starr I t REA PART MILL VICINITY MAP SCALE: I"=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 17A ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 21A STORM SEWER PROFILES 22 DRAINAGE MAP 23 DRAINAGE CALCULATIONS 23A DRAINAGE CALCULATIONS 23B DRAINAGE CALCULATIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SITE DISTANCE PROFILES 27 SITE DISTANCE PROFILES 32 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETA77VE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN VDOT STANDARD STREET SIGN EXISTING CONTOUR �6 PROPOSED CONTOUR 2296 506.77 TC PROPOSED SPOT ELEVA77ON 506.21 EP TB DENOTES TOP BACK OF CURB T B DENOTES TOVOF BOX 506.77 TW PROPOSED SPOT ELEVA77ON 506.21 BEE 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 7/29/22 Zz o a Oak U ED Ln m w cn o � z< N o I- Lnn z LU Ili ]k W N O N W N ZUj J J 0 LU O ZJ W Y LU in ZLU w U) J w J L�1 w LU Q Q 0C Q z LU I -A > LL O U LU Q 0- 2: LU . 0. LU LU rl U w F w w x a U) JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 Y �3 A�­`�, \ - __ 1� --- -- �� h� IL I_ I I- ___ _ - --------- -- --- --- ---- _--------- -- -- - EXISTING RAILROAl CONNECTION TO PUBLIC STREET PROPOSED UNDER PLEASANTGREENPHASEIROAD&UTILITYPLAN-SUB-2019-0007y -- ---' - ,_ ;_ , 1 TIE-IN TO EXISTING 8" WATERLINE PROPOSED WITH PLEASANT n ceroNaARasrwr6es6cnoN - EXISTING RWSA 12"DI WATERLINE - - �� GREEN PHASE I ROAD &UTILITY PLAN -SUB-2019-00071 Nr. oFawERIOGEnNo IARMANSGnP CULVERT PROPOSED WITH THE PLEASANT - .' _ _i y _ --- _ GRAVEL ROAD ono=„o GREEN PHASE I ROAD & UTILITY PLAN - SUB-202000 1TO BE REMOVED - ' — — ,' _-� _'' -_ '-,.-"`F /�. � - ,w 1---- - - a w / w o Cie—w -- -- w No. 35791 7/29/224i _ _ n _ - - - _ _ - -----�----------- -- �_�^ - XISTING ACSA8" DI WATERLINE z \ / / ' — _%— — — — - ---- - 4• ;�pRM �' A \ �. EXISTING BARN TO BE ,:� /' i / r� w -- — '® - ` _ ---,.' w RENOVATED FOR USE BY - ' l / -:� ..m .,- -- - ',� _/ \ � PORTION OF EXISTING 6" DI WATERLINE AND / _ g� :;� " THE NEIGHBORHOOD / ' �T 0 O EXISTING BLOW OFF TO BE REMOVED. EXISTING �� CCSSR — _ �3 _ L / % f v 4 A ZI ,�}®- ---- VACANT SERVICES SHALL BE ABANDONED. C� p,C MENT _ _-_.��- — i - _ — — — — <c� EXISTING HOUSE TO BE r! - / / ` r \ \ •r m`,. , m v C22XISTINGRWSA12 DIWATERLINE n.�' `� o'' y vv v 36� ICE \' �0 CONVERTED CLUBHOUSE �... ,,. ��' V iA--izyl ' Tip 56 lV$ P 6 0 0 20' WIDE PAVED EMERGENCY ACCESS ROAD — — \ PHASE I / AR Fi vv a �' \ WITH THE PLEASANT GREEN PHASE I � — — — — � / � a' � ROAD &UTILITY PLAN -SUB-2oyg-0007y — \ v U m v� TO BE REMOVED WITH PHASE II AND \ w m (14) STREET TREES ALONG MCCOMB , ,' \ I 7- �� _ X D8 6 pG 3 ti0�1 vv V� p p �',, ��.! `<.•. �'`� ,' ,' REPLACED WITH MCCOMB STREET STREET TO BE REMOVED AND REPLACED ,/ I I I /' - \ r ,� v 26 , vI z ¢ U ' _ EXTENSION - Q�u t•, ' / pB CULVERT &OUTFACE PROPOSED WITH THE / Z PLEASANT GREEN PHASE I ROAD & UTILITY / WITH PROPOSED IMPROVEMENTS , A / 0� PLAN - SUB-20y -000 2 TO BE REMOVED - \ O H 9 7 _ I /' / ,/ _ _ - - � I I A II''�'' ' :- °ti 4-%1 \ '\i � i \� _ - Lu R Lu m _ x, -- �' I / / I I , , , A v A �o r •/ \r ��ak`. / v T 56A1 1 - - I \ -_J J3 ri' / NIF ILV M ce Q ----- / B 134 Lu DT \Ah B 1411 PC 367 (PLA �RSVEL /' / r ` /; �'. ? 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OR \ ' - - _ D LORES J. - - C — \ — / \ 6 /-- c% / — - I. n D 90 PC 389 \ ' ■ C27/ / 0 Cz8 ; �, L61 L- \ �� L63 `-� . - - �2 - 4— \ - I\ \ ---- - � - � I\ B 1980 PC 534 (PLAT) ---__ -- �_ \ �I _ TOP OF ZONING: R2 / ■ — — / v rn l ----------------- 'D 5 TM Al \ 8 56 33 I_ ----•a � ,�� i �_'- n�'•�/1 � I III \ ` ` i N F SH DAN OR \ L 1� / a ---PHASE II �. _ ___, r / A I \ --_ STANLEY MARTIN HOMES LLC / / ` - / ' 'r I I v v v A M�A� Fi TMP 055CO-03-00-000AO / ,' I \ • r� / , // // 2� / - r r t ,' /I 11 \ __-__'/ \ DB 2413 214 J R�' lei TMP 5 1-32 16.28 ac. ,/ / I` I / `n��%_,_, - / ,' �`0 / y i , \ i i ,'I \ VIh\ 724�` B 1980 PC 53 (PEA N/F BABER, JAMES L. 'w ■-__ INST.#: 202100004144 ,�' \ \ I \ - / / // i /„ IN qm r. _ I r \ _ ZONING. R 0 . i �/ I I '�Wl •I � r ,� / / ' I I B D 5 PC 474 H - / a w - --3�a-- ' '' /�\\ \\ 1 P II — — — DB 12 PG 397 PLAT STANLEY MARTIN HOMES LLC / / - ' ' \ ra' v Z NIN . R6 / - _■N — �' ' / i / i �' i LIMITSOFPHASEI / _ / / 6-A i / s ____'>r / I /' ' /- ---T�. \ _ TMP 056A1-01-00-02600 zoo ' /� �� // - 4 / / / / / / i r� I TMP 56A1-1-32B - ,I I / , H ■ EXISTING yoo' WPO-----_ / / ,' / - I \ 4.744 ac. i a / / % ' �;6' / , "/'3/E I i N/F BABER, JAMES L. uj., STREAM BUFFER / , _ INS_T.#:202100004144 / �arj,� �� / / / '� PkIva OR DELORES J. a _N�- FROM STREAM BANKS, CONTIGUOUS _ i ,'' '� 'v -� -----' -= / — — ,, / /' C ,' 3 l v p \ DB 1222 PC 394 ZONING: R6 WETLAND AREAS AND yoo' FLOODPLAIN - - - / \ — — \ s i \ (397 PLAT) __ \ _ — _ i ' ,�< /'/" �/ / _ / ,' v\�_. v i r , TMP Al-1-32A v ��� T, �� — i 1, „ _ I:: , , , iz A , , / / F ZEL TROY -- � N/ R, ,' -- -- 4 i � ��-�_ ♦ � ---_ __ - i 1�� ,ij �'. / / � I � , DB 21 4 PC 658 i — — _ �% ;__,ems" +__-__ __ DB 250 2 LAT ___ __ --- -- PHASE II PROPOSED' r li Va�r; Al v ZONI 0, w, \_ / = / ��-'_r-=_ ...,�"-._-.` :. _ 1 ---______ -� — i — _ /� - _-- ROADWAY EXTENSION AN IDS? j I 'Y) yea ,.-_ = --- --- ,. -- r -' ,,'---- '`�- CONNECTION TOTMP56A-y-26 LI I 11 CI? \'\ \ �\ N / ii ° 016 , _ ,. <°`o a o \ =_w-_- """,-'' _ /- r - - ° ° ;--='� . - \ \ \ \\\ - �\ I r \ / EASEMENT LEGEND - / °�, -/ 'v / / /i \ A. D.B. 5z64, PG. 297 - • / \ • ` \, ' ° ®° ° /�\ o-' 2- 0 , ° . ° \ B. D.B. 5537, PG. 745 ° _ ° ''�; ° ° ° n�`�A` - - ✓� m C. D.B. 1255 PG. 413 & D.B. 1396, G. 69 10 C�6 I I - ° \ , '� � `� �� 41 ;'; ' D. INSTRUMENT #202200005001 P - GREENWAY EASEMENT IN IN _-- - / - - - - _ q 0 L 3-A ��� - �• 2. SWM EASEMENT IN ° y __ X` \\ - -We Nff ° 3. zo' UTILITY EASEMENT (PUBLIC) __,. � \ ' ',- ,. 4. zo DRAINAGE EASEMENT (PUBLIC) I r ° -- --__ --- 9 a o ° - \ _ �G' ,VDOTSTANDARD ROUNDABOUT PROPOSED \ - 4-A "' S. 20' UTILITY EASEMENT (PRIVATE) _ _-___- - °ate°®° / °o`\� _ \\ WITH THE&UTILITIPLANE SUBzoyl000Di+'`' r - ��% P -115\ EASEMENT (PRIVATE) Q ° / - X\ 9 7 \ \\ ss 6 zo' DRAINAGE EASEMEN I ° ° / � - y — \ •� _ _ __ __ � � � /I ° ®�Q ° o\� ` � -��\ \ � � I • \ � F NERSE LLC \ _ %� -- -- ` \ \ EXISTING CONDITIONS LEGEND ---- - - , / --- \ � --- -��� r \ -, �`� �' � °b --_- ° \ 4s y ° ° \ . 'lv - � i' '\� , ZONING.' /• ;' %' j< \- i= _ -� ,v` \- - < ° -1 /� A. PROPOSED UNDER PLEASANT GREEN PHASE I ° 9 --------------- B-2 GREEN 1) ER\\�_ - - - - B. PROPOSED IUNDERPNLEASA --------N/F, V EALT3� '` �° ' \ \ / U ` I / — — = PARTN RSY �LLL�� _ ` \ \ ` ` °o I \ \¢-� / I o \ -` v ��„' / \i` - -� CONNECTOR ROAD PLAN (SUB-2o1 -000 8) ' -- - -- \\ \ - BIO-FILTER PROPOSED WITH PLEASANT GREEN C. PROPOSED UNDER PLEASANT GREEN PHASE II �� � '- - j�h. PHASE I VSMP PLAN - WPO-2oy9-00003 FINAL ROAD PLAN (SUB-zozo-oozz6 ) _' , /,' I , --__-- - �OALI�` - --.�� ��, I vv v v , ° •� v v- �� ''� ---ttt �-'� -- �� ;' A ° I v , v I i � � � '/O Iw �� Ro I � � 2A V ROADWAY �� --- - - \ v _ / / ; V A ,' 1. MCCOMB STREET ROAD CONSTRUCTION vv 2. ALSTON STREET ROAD CONSTRUCTION "y1 N v 3. RAMBLING BROOK LANE ROAD CONSTRUCTION 6 4. DUPREE STREET ROAD CONSTRUCTION v \\ v v( 'I26' e o� `� __--- 5. LITCHFORD ROAD CONSTRUCTION ' ' vIN,\ v vvv Vvv� d Ivv \ LI r 12 STANLEY MARTIN COMPANIES LLCr UTILITIES TMP 056A7-01-DO-030A0 - _-- - ---- - ` 6. 6 DI WATERLINE DB 5226, PG 309 '-- 7 8" DI WATERLINE sew �° o l 8. lz DI WATERLINE 1 --- FIRE HYDRANT V A N. A.� . ' V - t v � v v v vA vvv��`:.AA � ' ' v � I � � I i I � `` v` `� `\ vv ° �� ___------- � 10. BLOW -OFF INA v v v oK- I ° I 11. SANITARY SEWER SYSTEM vvvv\vvv.A`�.v`�A� I a °I v v vvv v vvv y- � �:i \v vv vVv vv vAv v v vA�-�-�� 11 ° — v v v IN v v vvv v v v A a ° _ --- DRAINAGE v`vAv vv v vvv v v ` o ` ' `` °o _ i V A v V v VA A °`� _ O \\ \ \ \ ` , i I I ' � -'-� /' � I - STORM SEWER SYSTEM _ A . A A A V A A _ A ° A �� I I . A , AAV .. � vA �: v`�w `v`,_ A ° o v i - . i''-r _i �. / - 13. GRADING W GRAPH S �- �����`:�;� v.,v, �v s° ° 4 �`; ° 1 CULVERT I 60 0 30 60 120 \ / �\ \ ��\ \ W \ I '� ° ° ° ° _ WATERSOURCE I �� �.v�.�`: ���;�;:�VA �. v I III, I � �'� �I vI � , ° `� �� .,�.�: ° v I I I I I _ � � � it l v ° ° ° �� I . J A ° ° °- --- \ / O `\ `. .\`\ \\ \ 1 ° q v 6 I ' $ ` 15. STREAM N FE �,�, ` . �. v v\\ `vvvv A ° I ° ° °�. ° :v _--- 16. FEMA loo YR FLOODPLAIN 1 inch 60 £t rt\v rev , v v A v v v v \ �+ I ° _ , 17. 100 $TREAM BUFFER - ---- 18. LIMITS OF FEMA FLOODWAY V A LF LA = -- _ 0.°, a / �� v �- @ _— 19. LIMITS OF SUNNY DAY DAMBREACH A V A A A 0 1 V ' NI I IN \ , V ` VA�AA V A A 6A W N N W N I n D C. Am M. z Lu 0 Lu Qa ia_ 0 Q J 0 0 Qr 1 W zp as H� LL. z 1 0 N F— LU 0 Q 0 = V I I z z Lu � X W z V / W J Lu d 1n JOB NO. 182154 SCALE III =6o' SHEET NO. 2 i Line Table Curve Table ADJACENT PROPERTY OWNERS INFORMATION !\ �\----- 1 ` /� ---- Line# Length Direction Line# Length Direction Curve Length Radius Delta 9 9 TAX MAP PARCEL \ L3 105.516 N1o°zy'3o.7o"E L36 1a8.zo 54°36'y6a"E Clw6. OWNER ZONING ACREAGE D.B./PG. _.___.-.-_-__ _+ \ I \ I �- f_____ _ __________ _____________- 5 3 5 799 172.000 048.9oo8 NUMBER A Lz 57.777 N25o26'24.5j'E L37 8776o SOP1312.85'W C2 352.277 228.000 088.5262 A 56A1-O5-00-000AO STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309L3 3uu2o 564°33'3543"E L38 82.333 S27°04'03n5T C3 19972 12.500 0925408 B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 O.50AC 5226/309 - I \ I 1 \ \\_----_-_---- L4 z700z S18°38'o6.67"W L39 205.230 S54°4i3736"W C4 42052 200.500 012.0170 C 0560G-00-00-11500 VUEREALTYPARTNERS,LLC R-6 21.85AC 4856/582 i / 1 ` --'- - __/--- ---/ I 1 1 - _ L5 27.011 N58o29'14.98"E L40 16o.000 N65°2$0g.64"W C5 225685 3o6.500 042.1886 D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 // --_\` `\ \\ \ �- / \ \ __-__----- 1 '��-------___ ----- L6 49000 N75°23'11.48"E L41 80.260 N68°59'o2.64"W C6 13.883 333500 002.3851 E 055CO-03-OD-01700 MORGAN,TERESA R-6 0.28AC 1407/560 L7 5790 N24°36'y8.5z"W Lyz z56.83g N63°zo' zo.6y"W C7 15.129 23.500 o36.685z F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4002/047 G OSSCO 03-00 01900 RICHARSON ELLEN M OR ROBERT M R-6 0.27 AC 3472/007- L8 9773 No6°31'02.28"W L43 52.001 N63°zo'zo.by"W C8 133345 z5o.5o0 030.4995 ' - -- H 055CO-03-00-02000 SALISBURY, BONNIE R-6 0.27AC 1444/206,\ -- 1 _-- L9 59236 No4°54'39 11"W L44 3345 N67°43'z1.58"W Cg 50.043 524Soo oo5.y667 _\� \ \ --- \ 055CO-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30 AC 3392/158 \ _ - \ - - - - - - - - L2o 1g.8o5 N25°zg'z5.8o''E Lys zBz.y83 N61°4z'37�Bi'W CIO 17.530 lz.5oo o80.z6o8 - - - - - - - - ' J OSSCO-03-00-02200 CROMER, SHIRLEY H R-6 0.29AC 1337/295 - - '- Lu v6.ya6 Nz5°2g'25.8o"E L46 So.ozo N56°56'39.6y"W Cn 31.664 225.5oo oo8.o96z \ \ \ \\ \\ --___ ______� K 055CO-03-OD-02300 GREENLEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 , \ ------------- IIIIL1 86 5 "E L 68 N 6 "W C 1 612 8 o0 oo16o6 No. 35791 ,� 7/29/224i L12 774 52 235903 47 22 . 00 54 5337 4 12 3 4 55 4 \ \ \---____ _---__------ L 055C0 03-00 02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 _ - ___ L23 43230 538°38'z6.o3"E L46 u9.g85 538°36'44.36"W C23 36.236 47.5oo 0437117 I r \ --------- M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 /' , Lv4 29.440 S22° 02' 07.o3"E L49 20.66 N49° 55' 5o.61"W C24 39.188 57.500 039.0488 / 7 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 I 1 ` ------------------ In Lg 23.820 522°02'07.o3''E L50 50.021 s42°51'47a1'W cis 21338 47500 025738s O 055CO-03-00-02700 THACKER, JAMES E OR BERNICE E R-6 0.24AC 1870/153 w 1 \ L16 42.980 S12°52'17.03"E Lg 151.783 S38o00'58.30"W C36 51.576 482.5oo oo6.2245 P 055CO-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 U7 89.730 538°37'40.97"W L52 21.412 N45°25'44.29"E C27 8.232 84.500 005.5819 C1 055CO-03-00-02900 VON N, MICHAEL E R-6 0.22AC 5023/422 \' I \I / --------------' - <'` w 1 O Tw L36 38.520 Solo 33'29o3'E L53 172.3oa N45009'52.23"W C18 57.756 722.500 004.5802 R 055CO-03-00-03000 LUECKE, ROBIN J R-6 0.31AC 3612/210 I \ EXIST\N�Rn11-Roan - w w t w w - - - � - - _ U Lag 9.990 S38°11'25.03"E L54 voo.ow N43°29'52.23"W C39 46.991 1472.500 oo1.8285 S BUCKINGHAM BRANCH RAILROAD 1 / \ / 1 1\ - - -1� - - ,/ //� a _ 6-6 L20 51.209 S18°11'25.03"E L55 203.3o0 N42o 56'52.23"W C20 287.432 3822.470 004.3297 77 Lu 20g.g56 52g°y6'05.78"E L56 52.44o Nz5°5g'24.7j'E C21 68.451 172.000 022.8020 EASEMENT LEGEND \\ ,' RsjpROo ate /' i --'' _ - - ' I PORTION OF EXISTING 6" DI WATERLINE AND \ _� / 1 ❑ / , -EXISTING BLOW -OFF TO BE REMOVED. EXISTING O L22 34249 529046'05.76"E L57 72"W .833 N44°15'z6.84 Caz 67795 228.000 0170367 \ / / ,_ / / A. D.B. Sz64, PG. 297 VACANT SERVICES SHALL BE ABANDONED. U m Z Lai 36.y67 sy2°3z'o1.15"E L58 13353 53o°55'2zoy"W C23 155.o8g 72z.000 012.3074 / \ \ / "_� 1 " / Lz4 49073 S13°20'S459"E L59 113597 S81°o8'12.08"W C24 14.536 23.SOO 0354403 B. D.B. 5537 PG•745 \\ % \\ / "/\ / -_ \ / , i - w (n C. D.B.1255, PG. 413 & D.B.1396, PG. 6g / / / _ _ 1 / I ' - / / 1 z < O L25 73.a7v Say°55 o2.93"E L6o 7.87z N77°n'S6.ya"E C25 287.m 213.500 050.2139 D. INSTRUMENT #zoz200005001 'Y/ ` ' ' O \ / / 1' 1 1j I'' In Z L26 236.ogo sz6°o75oa5''E L62 -2.434 S47°35'53.8i'E C26 20.440 z3.500 0498345 \ / - ----_I \ ,1 z ,' / _z i U g 1. GREENWAY EASEMENT v v - --- --- - ` / V ' L27 175100 S46°33 1615E L6z B.o83 S12o 24 o61g'W Cz7 7av58 z7S5oo ov5.0068 �� " - _ \ \ I \ = [� ���� / - \ /' i OC w i� \ 2. SWM EASEMENT `=_��vv� `v v II 1 / / """.. L28 v45.47o 556°32 3425E L63 23.389 547°35 5382'E C28 34510 268.5o0 007.3642 3• 20' UTILITY EASEMENT (PUBLIC) \ -t'r �� , y�`� \ 1 \1 �, '� ,' w ce L29 9700o N57o 4o'53.85"E L64 9.1319 S47°35'S56j'E C2g z4y.364 yzy.5o5 032.9848 ` -rh / \ / --- i a 4. 20 DRAINAGE EASEMENT(PUBLIC) �h / - - CULVERT LEASAN Lao 157y S34°36'46.5z"E C3o vo29 23.50o a34.2046 20'UTILITY EASEMENT (PRIVATE) I 1 I - o 81.000 S71°16 41.n5E L65 LL, PLAN-SU L31 240.000 S52°54'29.25'E L66 27.000 S86-02'29.04"E c32 152.86o 963.500 009.0900 6. 2o'DRAINAGE EASEMENT (PRIVATE) Liz 269.000 S42°3o3o.1S"E L67 1o5.428 N25o 59'24.77"E C32 32.624 23.SOO 0795415 t i j / \ \ ' \ �1 Jam' - N _ _ M L33 196.coo 545° 45' A.v T L68 259.000 S 1° 04' 52.2 E C 8 00 000.8 6 / 5 5 3' 33 4 75 3335 37 L34 235.000 S37° 33' 38.25"E L69 526.079 N45° 55' 55 49"E C34 180.767 3o6.Soo 0337919 L35 97.53o S82° 22' 1y.15"E L7o a93.68z 560° z4' 27 S7"W / ,ter- ��/' // EXISTING UL-DE-SAC EXISTING CONDITIONS LEGEND `, ,-, \ ,"- "- \ , - / '----, TO BE REMOVED WITH PHASE a CONSTRUCTION A. PROPOSED UNDER PLEASANT GREEN PHASE I L) ROAD & UTILITY PLAN (SUB-2019-00071) / \ / �_ EXISTING DRIVEWAY SHALL BE MILLED XISTING 8" DI WATERLINE ISTUB' O' - - - - w N N / EXISTING SANITARY SEWER F B. PROPOSED UNDER PLEASANT GREEN & OVERLAYED WITH NEW PAVEMENT! / Q N N CONNECTOR ROAD PLAN (SUB-2019-00058) I' TO BE REMOVED AND EXISTING o / \ AND CONNECTED TO THE PROPOSED r" I rEASEMENT TO BE VACATED `n EMERGENCY ACCESS ROAD \ C. PROPOSED UNDER PLEASANT GREEN PHASE II ❑111 / FINAL ROAD PLAN (SUB-2020-00226) VW ROADWAY '_- v/ / / �/ �` _� / '�'E ��_ / �j PHASE II /L9 1. MCCOMB STREET ROAD CONSTRUCTION ///___ �- 2. ALSTON STREET ROAD CONSTRUCTION � _ - � _- RAMBLING BROOK LANE ROAD CONSTRUCTION \------------ \ ' 79----- '. 1D�/ _/x �_ ---- 4. DUPREE STREET ROAD CONSTRUCTION --->-�-----------'\ // ,�-- -� / - ," a -- -' - C f� S. LITCHFORD ROAD CONSTRUCTION :�.• ---- /' \ \ _ '' �\ s`: _-- I / '' / 3 c �,, --- --. M UTILITIES /i - \�!L / (A 6. 6" DI WATERLINE i`� 0 4 7. 8 DI WATERLINE , - _ _ _ - _ , i . ' � ;-' � �---, -=-- -___- _ _s / / , ,/ MANHOLE RIM ELEVATION ON I i ' - - _ - / \ -•; - EXISTING MANAGED' / / / 8. 12" DI WATERLINE / / \.-z- / ---------___ _ Si ._ 1 / / SLOPES (TYPICAL) / I ------ / \, - --_ / , TO BE MODIFIED \ / / w ■ --- g. FIRE HYDRANT /' / \ / / / / �f -- sue; : = �'• ' • L / /' / -1 \ ------' / rc�---------- 10. BLOW -OFF // _,_v / / _----- v ' Z - N 11. SANITARY SEWER SYSTEM \ ,__ �> ' \ '' / \ , �\s - ---------- / , /' /' /' / / \ y.- -��/= LU - - _ _ EXI / _ / /j / - s ; �" - STANLEY MARTIN HOA4ES LLC '� / / ,' , ' / / �/X -'� x-----'' /' �'C) �2 vI - CN /� / s/ ti '/ ------ TMP055CO-03-00-000AO /' i ��X�X,' __-I'/ti/�/'__ ~_lW S N DRAINAGE \ - - ' �\ / ___'-------''' 16.28 ac. / i X / --- ---' iy ', Q w'- ST \ / ,'' \ \\ ,'' '%-' j s EXISTING SANITARY SEWER INST.#:202100004144 - / / /� `,�' ,' / / ` _;' % i ---� �N-� FROM STREAM BANKS, Q 12. STORM SEWER SYSTEM - _/ 2�E 5 _--__-_--------- / , i GRADING s53" = i MANHOLE RIM ELEVATION / y�� , / / _ _ / 3' / - 3-C TO BE MODIFIED _ -X/�X // / '// ',/ \VETLANDAREASANDioo' > i / A _ -_' i �� 4 / / / v _ _ ------ - / / / - /'� --- Ld 1 CULVERT /,- ,' // V /' - - - �. +------- ---- .� X EXISTING FENCE-- WATERSOURCE ----------------� �' TO BE REMOVED �.s �' -� i�� ' �y ' \ /� EXISTING SANITARY SEWER / _ - ' / X - - - ' - --- / I /f m m m m m \�. > iS. STREAM / i / -/ ' / MANHOLE TOREMAIN / i r / _ / 16. FEMA too YR FLOODPLAIN F ----- ------ .�_ _-- ------ --'''_-,.' (n ' / / -'7 / ' o m 17. 100' STREAM BUFFER / • \\ // / \ , wee , _ -� � / _'' ,'- - - / � - "_ ° p - ° °' � �.---' a a-=-_''�'�'E--- w 18. LIMITS OF FEMA FLOODWAY \, --- ,----- ----------------- �' m m - /' O /' ,' / EXISTING - / 1g. LIMITS OF SUNNY DAY DAMBREACH ' 's 5 - / / / 1 E G ioo' WPO----- - - - - - / ; / , r 0 9 /--------- PORTION -���-`j OF EXISTING SANITARY SEWER TO - STREAM BUFFER --- ------ \ /,.. X 1so� BE REMOVED AND EXISTING EASEMENT TO FROM STREAM BANKS, CONTIGUOUS, / / \ VACATED. EXISTING SANITARY SEWER TO WETLAND AREAS AND ioo' FLOODPLAIN------------- -BE -- �- - BE RE-ROUTED PER _ PROPOSED UTILTY PLAN. / / /✓t� �e __ 3C / m - ` v _ - EXISTING COUNTYDEFINIEDPRESERVED /� \\ / / / a / .+'" r-/�.- �,-__,.+" 9' '/ -- V ---m -- °-m_ ,' Y STEEP- SLOPES TO REMAIN(TYP) \ I _� ��'--\� / ^- i'-``f /_ ® ° ° ° �� \ �°"o o \° o/� \\ I 1' �_ -O -- \-'' a-Q t�_°-° o_m_ m m LU // / / �� i l I \ 0 o m - m �® ® n n{p\i✓"\ \ } _ ♦ - / , ^\ /� '' _ ' ' ° ° °� ° \J i, 0 �6 i ` d '-o m m o //EXISTING SANITARYSEWER % '�✓ 7 ° --' _ ° . nry MANHOLE TO REMAIN- ---- --- - - v , �'' `- ° / a� ��_ 1 / d � �`••��;�� �__-' -♦ />'� ;;' /' , ___-.- i /°moo �° m ° ° m � ° )\ a M \ m OLU _ - _�__-____�i N2 �' ., !LU 'yJ�,rr• m ,r / 7V/'aJ \\, ai _ -.- Jam% _ _ '' / _ __�> "_ _ _ HIV �� ���\� .r,-..r��� l //� m ° ° / _ _-1-- �_--_---_- ' _--� _ / / / --y-- �${1 ,,,M,m� / / i / /-_--_1.- -- �; - .i o °'6 o m m m m 9'O ° \� \ _ :-/ C / m / m ° / "7 9d9 - �\ ' / ' �/J /--------- ` ° - `� / /' ` / I l lm/ I I I i 1 I \ v \�'• '' / / 'v` - __- 33'38'W 235.00' ° / LLJ 0-a-- ________ __- _ --'O _ -_- o'm �� _ _----_CD �� -�- --- - - - _-_ �/ - _,` m. _____ _ ----_-_---- _ - _CD _--------- �� --f N �5 �5 _ _ �s �3-��-- ��-- --- /-�--- ------ ---__ _ - - \\\� _ _ - i v V v s -S s �- --_-_------- / i- - - - - - � I APHIC SCALE ----_- -- 60 � 0 30 1 60 120 24 , I I I I / I I I I I ❑ I I 1 \ -� \ / '/ / I ( IN FEET ) I I I I I I I I I ❑ /O / D inch = 60 t. 1 I I I I I I I I / 1 IL I I I I 1 I I I 1 ❑ I 1 I I 1 \ 1 I I I I I I I I I I \\ I M. z LU LU Q Q z Qd ia_ 0 Q J 0 0 W z 06 LL. z 1 0 (V I— W Ir Q 0 2 U I z z W � X V W z W w d 1n JOB NO. 182154 SCALE ill =ISO' SHEET NO. 3 u to � EPH NOTE: ALL PROPOSED DWELLING UNITS WEST OF THIS LINE ARE SUBJECT TO CONDITION #2 OF SP1990-103, AND ORCHARD DRIVE CONNECTION MUST BE COMPLETE BEFORE THE COUNTY PHASE LINE ISSUES BUILDING PERMITS FOR THESE LOTS. ❑ �. % LOT LOT 'OPEN _ U NJNASI LOT LOT SPACE E \ LOT LOT y6o z5a rs (o 192Aq LOT , z4z ay LOT a46 \ / / _ � I I ___ _ - A' •\ ,-...`..^,, eL�i Lob l4, MCI S NO - � _ I 0 I I - rvr � ie3 v84 I zo5 xo6 ion LOT LOT LOT LOT /'/ LOT \ � y ,. .._ `., / _ LOi LOT LOT LOT LOT LOT ,0B zog zao zva II =o \ CLING OT - LOT W III �35 =34 x33 LQ= LOT LOT \ w _ :3 =03 v66 a ILOT W zov I z86 L \w.7 11 :-I xz9 LOT \ c J G I 6 LOT 63 Z -_ K 6¢ LO � uo LOT L LOT 64 _ zoo v69 I I G � z3P LOT / " Y ❑ a - J LOT LOT ,f �-_ __ �L,�OSO zz6 z06 \ \ LO�•€ t. /\ ' / N LOT Gi -. rI3 i65 \ I I I LIMITS 01 PMF _ LOT LOT LOT A n= Lor _ FF Y I` DAM BRIE [\\\\\/�_✓\\�\\� 1 S I � LOT a � e m n Lor a a9] � I =9x / S., ' \ oT o �'' - •/ V J. „3 aa4 aa5 . aa6 - v66 / "'� \ - O O 1 I r LOT LOT LOT J z I via 1 _ LOT f LOT LOT OPEN LOT`SPACE A - =4 ss J \ I O. 9 a6 ( B AC L Y L- J 9 4 9 1 OT L \ - LOT LOT az9 I - , L I � LOT OT -��---_ - - .i .' e , ass �. asa I LIMITS OF PMF � L - PHASE LIN - - ° DAM BREACH O oT �oQ' ------- ------------------- LOT •. i imN- O I � I LOT i - ' - :.. :.-. / _ -- � -. "..... / " - _ -_ _ I I Lor I es I ...:. .:.: ..:::.. I I Lg T III Lor I I I I � :.\`: :? � \ T \'�\.r\� 1 I •.' x - <s3r ASE I Lssr 1 O .'.. :..: .•'.•..: •:�:: C. ��'// \ \ '.. " _- �! � ,-.:-."' \ I 86 ,I ul I I':. .: :{I II a I Bo LOT II LOT III LOT II LOT L ✓ LOT BI A � L54 LOT , B8 �. �'': I I I I �I 6 V u PHASE I �s�° PHASE 11 0 No. 35791 ,a 7/29/22 z O o a O mu m F \ Iv_. am J C � Z O a H u � in z o ELI ce N N LU N N Q M O\ \_ r/ � � \\\ LOT 89 , I L � .. .. .{ •. "`a \ - � \ _ LOT 9• I I .,,, :. � J - _ I � I I I s III III f' . ,. �� ; e'I ., <s, f, a�T __ 0 - .:....;�::::•.:....•: c .. t. •. � � I- `)l 00,1 �"'R r \/ LOT LOT LOr ' T-� a9 LOT W !. y". \ _ �.:'..�.... •:•• ••.•.: J.._ . .._..-.. B B .• 1 \ LOT .:... :-.. - _ 96 \ �\.�.._..:':.;..:.;.....:.....:.. ®.m • m..` � PHASE IIB � . .::-. ...-.�-.: LOT , ', I \ _ .....: .;....'.....'... ...;..: �� ... S�••m.®.®®• ®®1 .. \"' V�. 3o LOT I_ EYE- �- \w I ---- .......... 11 LOT re•........ .. .. : ...... ..... ...... o. . . / I I J .�.. ... ... .. .. .LVAC.....�.•..... /. .. ,i .' -- o a ® -_..� Swm / ,f.:\ FACILITY BYr I 99 1 I I J ... .. .. ... ......�...�.... .. .:.•.'..�.. �.... �:...�. y. \\_._ � ._ _ \. r - - _ �,�':: � ® ioT l' J ..:. / '•�•�:'••�' %�®®® �\ __ \ _ _ 3� LOT i , �. J �- •.. .. ..... •'.. •:.�. �: :••...•. •'•••...•.. _ \ �' LOT o_ ®e a J . ®® CV �i \ \ ..:. _: / // ... ..: ." . ��'._:'•:;:::!"' - FEMA1oo.YR FLOODP.CAI / - - • ®. IT CY% uj r.._, OT I m m m m LOT 0! �tty LOT �` LOT m /.m ®• .. bc[n spncE.H .. ..I .. \ \ - - FEMA ioo YR 6 = % 6 nl - _ ) ,• m ®. ®®®• m .. ®• .. - m.... / ® ®. •. t BUFFER) FLOODPLAIN !' - . ... .._. oa®®'ee ® •'e eme • WROBO FER :. •® a ®a �! •m® 4 I cl 6.zI3A o ®® ®m 6 m � � .. .... ®m „' ' . .' •.®. ../ .. _ �� m • m • • m ®m ®°. LIMITS OF SUNNY DA \ \ - / DAM BREACH .'. .. ®.mm!�• .. \ "/�. _ FEMA FLOOD WAY ®®® • ®.®;®m y . `. .. .\ \47 Lor \ LOT ............ •®® •®® \ \\ ® `� I \ LET Q\ J LIMITS OF SUNNY DAY \ - NOTE: ALL PROPOSED DWELLING UNITS WEST OF �� \ "..•�. \ ' 1 x `<�. ( / ` \ / (� ` .. .., .. _ DAM BREACH -/ THIS LINE ARE SUBJECTTO CONDITION#2 OF \ ®•® \\ `+�\ '+••yy' ` a \\ t "' Q ®®.® m • e ®• ®® -® ® SP1990-103, AND ORCHARD DRIVE CONNECTION W ®m ® ®®• • m m m ®• ®®e... m ®® • m m ® • m m • m m m m m ®®®® ISSUES MUST BBUI DINGEPERMITSS FOR THESE LOTS. \ ®m \ ®� ®• TE BEFORE THE COUNTY y e \. \ J Q/ J ° • e • • • m m m • • ®® m m m m VAR. WIDTH GREENWAY ..,.. •• ••,,•,, , !,! V�1 _ ®e ®• • ®='® EASEMENT �.•.. ;•. .. I \ DB. 5537, PG.745co \ ®® 11/1 O \ / \ m ® 1 11 ®�Iq I - - it fly f {•- Lu1�1 L9 -T 0Y I ®`® ®®® Z O ED LL L� > uj LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE 11 N 0 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) Lu 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 \�� \ \ / / _ 111 j j ®®®® W J J 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 \�// - \ m i-D,. _ ® A 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 \ / / O\ ®® \ m ®m® 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 I \ \ \ _ w 79 4,337 2,501 114 1,810 1,310 149 1,887 1,387 184 3,154 2,033 218 1,953 1,452 m 85 4,334 1 2,500 1 120 1 1,789 1 1,289 1 155 1 1,804 1 1,304 1 190 1 2,386 1 1,395 1 224 86 4,208 2,403 121 1,423 1,023 156 1,824 1,324 191 1,773 1,273 225 87 4,130 2,346 122 1 1,774 1,274 157 1,846 1,345 192 1,770 1,269 226 88 4,236 2,405 123 1 1,771 1,271 158 1 1,900 1,397 193 1,741 1,241 227 89 4,640 2,759 124 1 1,415 1,015 159 1 1,959 1,456 194 2,519 1,475 228 885 1,383 816 1,315 749 1,248 363 1,333 / 860 1,712 \/oo 78 1,28 \ 728 1,228 \ / 71,237\ / \ 782 82 1,28181 845 1,355 \ 847 2,264 ,4 954 1,464 54 \ 883 1,382 74 4,tI L/LL 1LH 1,4U.3 1,UUl 104 1 1,t5/S 1,0/4 177 IL,SDD 1,3b/ L33 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 1,809 1,309 96 4,349 2,512 131 2,779 1,656 166 1,857 1,356 201 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 I / 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 1,412 170 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 1,814 1,314 240 3,926 2,290 ^ O 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 \ \ 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 \ 80 105 1,836 1,337 140 3,012 1,989 175 1,874 1,373 210 2,027 1,526 244 1,810 1,310 11 106 1,832 1,331 141 1,867 1,367 176 2,850 1,688 211 2,892 1,891 245 1,814 1,313 \ 107 1,826 1,326 142 1,483 1,083 177 2,450 1,461 212 2,901 2,055 246 1,829 1,324 1 108 1,457 1,057 143 1,835 1,335 178 1,919 1,416 213 2,210 1,708 247 3,223 2,003 \ 109 1,816 1316 144 1,462 1,062 179 1,990 1,488 0L] I \ m®Lu LL ® z ®a ®� m•® a® m U) W W mr� CII Lu comma m®•®® .®®®®.®®® J �QI� m® CD ® ® V 0 U) N EXISTING ORCHARD DRIVE � \ I..I..I rl a V=i / JOB NO. 4 RACHIC SCALE 1 21 i � � 8 5 40 80 160 360/ - O SCALE 1" = 8o' i ( IN FEET Y / SHEET NO. 1 inch 0 ft. / 4 "//11✓r���, y� � � 1 � -� 1 I I I ❑ I ' ❑ EP ' I ❑ ❑ � VAR. WIDTH ACSA INST. #: 6' LANDSCAPING & V R. WI T SITE MAINTENANCE EASEMENT EASEMENT INST. #: VAR. WIDTH SITE EASEMENT IN T. #. 6' A S PIN DISTANCE EASEMENT INST. #: zo' ACSA io' P IV T AIN G M I 0 INST. #: 6' LANDSCAPING & UTILITY EASEMENT EASEMENT INST. #: MAINTENANCE EASEMENT INST. #: INS . #: VAR. WIDTH SITE INST. #: VAR. WIDTH & zo' ACSA DISTANCE EASEMENTS-`- UTILITY EASEMENT INST. #: °PEN _ _ _ I - & LANDSCAPING & 1°'=4=Aq p- � � LOT oPBN INST #: MAINTENANCE EASEMENT VA ` -115I FH PRIVATE v4B LO49T MCCOMB STREET _—� °INST. #: LIT, tO.=9=AO ° INS I� Lor Lor =44 , � � �; ' / � • \ , 1 \ , I I \ , I - `EXISTING RAILROAD -,- No. 35791 ,a 7/29/22 Lor =4= r —�® _ I. _ �CC-, \ Y _ .. U, , s - �� �ST U a R %= T ,� FFT • : VAR. WIDTH ACSA UTILITY EASEMENT O Q O Tic � I i( — "C'..- - vI6 =J9 I O vv I •�3 LO 2.� ��T 18 ie v84 LOT T LOT z u= ' U ED oT w U) �E z M O \ \ \ (j llNE :' L=:OoO04Tr3 1 E �o RIV T 6' LRAIN AE PI PHASE I ?I- o >wQ� MAINTENANCEE E NT Lor /i /Lu K w m — r LOT of W '\ li Lo INST. #: 'm 6' D C.(�PI G& =3) LOT ,6: 1 _, I mz Q � ', �/ Lo '°«\ ,�. =3y '..• /// // / Q w - '.✓' nor — m I INS .#: w ' I h 2 i ' PRI A DRAIN A�iE - vsesE* O Z J ='s LOT Q [ Lor ° ) .e w ° r '\\\,•. LO '.. _,:. / / d • �° J 3z 3n �. S NT _ Lo L'• y C LOT .. _ L{ .. LOT I =64 _ _ _ / 'f :: a �14 i6T u I ' . _ — 3z6 Lo ' \\' xxx LOT / u _ m w L°T \ LIMITSO PMF ' DAM BRE CH ° -- I LOT LOT LOT LOT i°T < Lor JJ �., LOT EASEMENT 5 _ \ \ \ — - � LOT ,,, 3=e 3:9 3 � _ m "= Lor . L 39i i , _ � _ \ / .•. 33i o x n3 i �.... LOT LOT LO 33s - EA.L ,6s ,`�< ,; \ E PRIV N INAGE I 3 S I', ,1, T I � LOT = LOT � � LOT pp� 31 OPEN V � ��4 8 _ I x ' •;-a i zg3 SPACEA \ VAR. WIDTH DRAI G ,=a AR. WIDT A _ - U ILITY EA MENT \ EASEMENT :;. Lo 1os ,=i , I - - --- - - — =9s a9a__-- J L T 34= '43 G, ns �-- 1 _ _ __" _ - � �� L '' a° � I VAR. WIDTH ACSA N T.#: \ INST.#:T,• ILITY EASEMENT - OP `:e - fi:emrc z L°' _ -- EASE \ VAR. WIDTH DRAINA -,. - i'," or ==O - __ _. -- "=-" LOT -,, _.......__--- - ,_ _ PHASE III ENT ,��\�\\\ Lor ,oa ,---""'._-- -' - ___ ___ __-_�._-,.-.-.:. _.. �— \\/ LOT 3O, ? Ems: _ INST. oT -'.' _ -� � _ — .: � _ _ oT Lor 3O6 '- .. ..---'.: OK1p`N __- _-... �-_ --_'" -- n,.=oeAc; � -.. ......, ,..;. � / O�Q r' LOT / Lo w � � ...� r s - ?.r'% Mgt. - ___- - - ,_. _, FAnuRv I 'nux _ � � •.. / � Lor .. � s mr I 0 N N y '.M1 r • .n^%[:� _ :� I , I LOT ' ' I [taB[rc — / .t LO i sfi LOi 3B In '1 LOT I LOT " (1 �Q Lor •\ / r� =6T \ LOT _ LOT t--J .. -, � i\ 1 LOT 9 i l _.. �' _. — � __ _ A... IN. J I_ I I III I�,I I I I .'•�: . l L ,'� •G� fig / 54 �L LQ LOi / ` _' LOT II I \ i .- � .-'.-'i, \ i �\ LOT 9° I I III .r--Rs,e49da.. —.. I•: .,� _ I LPvas wrc I L I sl I. :': re � RO -•4 ss C'J` za I I - _� LOT '1 1 ' LOr \\— ..::'':.:' '''� �'l\ i A.INAGEE EMEI��F y\'''T. \/�\ Lor JQ ��• LOT LOT Loi ....... V LO4T= ' I 0oo5o0i` „,° . ° .• , - pI I. :., CSA, . " _.• „ I �- II.�IIII \\\\\t- PH_ A _. - I I B _' - _. n i ^: L„OT LTO°T 's /✓�Lo/r/ Lor \\/ \Lor LO°T �.`��. '`� \/ W�SE VAR.WIDTHA UTILITY EMNT VAR. WIDTH WALL& LAcsiINST. #. -------- �--MAINTENANCE EASEMENT ---- 4i INST. #: I 6' LANDSCAPING & MAINTENANCE EASEMEN'� INST. #: Lse - — ° VAR. W FEMA ioo YR FLOODPLAIN' I -. - -- -- • - �. / / ._ A V ,.., .• = „ , � ..✓/ ---- � � ,� � � EASEMEI�P° • ® A � � �_. � �� Lor / „' . ,. - , _ _ � A INST. #: _ ;, '%• � s . ° ° ° m' b /�SW CE EASET&OPEN _ • ®®• ® EST EN \ i ° • ® � OPEN SPACE H _ _ SPACE EASEMENT - SWM FOR & OP --' - ° .. e „ twPOBOFFER) - . e • • • ® - v 1O�RIBAAFE� / INST. #: m • .. ® ®® ° ® SPACE EASEMENT / . r. _ .: ' s�=I3Ac-'- �--- - SWM FACILITY& • ®®®® INAGE EASETo1CJ�TT °® \ � - i i - / / M3AINN NANCE EASEMENT,.' VAR. WIDTH ACSA----- ------ - �pgp -- ®®° • INST. #: „y- / \ • M ^Y — _ i SWIM FOREST& OPEN-- /-/-I = UTILITY EASEMENT • INSTNCE EASEMENT VAR. WIDTH WALL& ®®®® \ N Z SPACE EASEMENT----- - INST. #: oo\ a \ //� ' O // ` , /;/ . -----' INST. #: ° MAINTENANCE EASEMENT ®®®® . ®O \a: \ . MAINTENANCE ®• AST : zoz�ooa :INST. #: �•..---------- ° INST. #: • ®®® ®®® ®.®. ®® • ® • • ® z' A �1 RIABLEyN{D.T''A _.._ .._ LOT / FEMAioo YRFLOODPLAIN - - LIMITS OF SUNNY DAY - < Lor 'i - - VAR. WIDTH WALL AUASN \•, 49 FEMA FLOODWAY • v --- A 's P.F. DAM BREACH • • ®. u0000 � :� ,� 1 sw Lor 49 i '> / - MAINTENANCE EASEMENT - - �� �� SWIM FOREST AND OPEN • • • • \\ \' \ \ 1 Tr I :o > LIMITSOFSUN NYDAY --- i - INST. #: - ° ° SPACE EASEMENT-1.8 8AC • ° • • ` \ \� \ i' / m - --- DAM BREACH _ o ° 4 ,'�Lu ` \ � .. T ® ®® ° ®• ---- ° ° ° ° o ° ° . ° ° . ®®° ° ° _ - \ #: zozz00005oai DRAINA zozzoo E z' `0 \`L \� w spa \ \ ` may/ __ SW M FACILITY, ACCESS, & ®• ° ° ° • °-- ®.. ®. ®... ° . ° ° ° ° ° ° ° o ° ® INST # \ \ ®° ®• \ \ / \ J '.® \ 1 MAINTENANCE EASEMENT � \�' \ a . I • wl tilt •®SWM FACILITY& ° ®® MAINTENANCE EASEMENT \ • .; �' ®gi'ui ° • • • • • • ®�-° ®® INST. #: / VAR. WIDTH SWIM FA 1`� °a MAINTENANCE EASE M /' dl° t* .eat F, O _ •INST. #: 202200005001 �. �' ., „_ ui Q L9 I \ I '--A� Q W I - a o / LwACSA UTILITY EASEMENTG) n SIGHT DISTANCE LJ ®•..®• E EASEMENT I u " C W Q PUBLIC DRAINAGE EASEMENT \ t' � ' , •®°®® W PRIVATE DRAINAGE EASEMENT L u _ I I •� - \ • \ z^�' A J / �A ®® _ ® SWM FOREST &OPEN SPACE J \ _ �, 1- EASEMENT \ / w C - ® SSWIMw FACILITY, ACCESS, & \ - I Z > _ MAINTENANCE EASEMENT °® ® LANDSCAPING &MAINTENANCE / L I W EASEMENT U) W �I ~ 111 oC 177771 WALL &MAINTENANCE / \ °® EASEMENT ❑ pcl C:) \ \ \ ® O Q EXISTING ORCHARD DRIVE � - - N Lu - / J ❑ - I / \\ �rl w F w 0 w JOB No. 0 a � - - - ❑ \ \ \ O RACHIC SCALE � \ 182154 \ 80 0 40 80 160 360 _ — _ LEI'1 \ / / — O SCALE ZLL = 801 — — IN FEET SHEET NO. \ ( Y / I — \ 1 inch 0 It / 4A 1GN�Sj� P)VDOTSTD. � z4+oo �3+5o t2+pp CG-%2 (T RQ — «y PROPOSED'NO 'QQ9� =D STREET SIGN (TYP) (P) SIGHT DISTANCE PARKING' SIGN (TYP.) I /S6• n IEASEMENT PROPOS NO " (P) R1-1 STOP INST. #: \ PARKING' SIGN (TYP.) N _SIGN (TYP.) _ — — SFT A k\F 0T � Q � r I 1 1 C \ lu It LOT LOT \ LOT i z LOT \ � ° LOT a LOT LOT LOT I z1z z11 LOT I 183 i84 �`o 205 Zo6 207 208 209 210 LOT g �_ I 1 I / 213 LOT " � ----I I I_ _ I I I 214 i/ // \ \ti �\e r • p� � 4 2.0REAR SET ACK 6' LANDSCAPE & LOT — — ICRETE SIDEWALK R/W R AINTENANCE ESMT I'PLANTING STRIP 2 INST.#: / / 215 PARKIN' SIGN (TYP.)—F/C F/C G L zb' PROPOSED CG OT -gD / / / \ \ — — —I— — - E/P E/P ENTRANCE (TYP.) L\ 6' 3 r ---- --- \ \/ // 216 \ _—I _ LANDSCAPE& AINTENANCEESMT LOT LOT 20T LOT LOT // / \\ / z17 \ \ :• 35 234 33 232 r 1 LOT / / \ \ LOT f NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAYTIE-INS TO EXISTING I ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. PHASE I '4 7V No. 35791 ,a 7/29/22 f \ LOT O w v PROPOSED STOP /�Q / \ /\ LOT \ PROPOSED 8" CONCRETE CC ¢ SIGN (TYP.) \ PEDESTRIAN PATHWAY 6' LANDSCAPE & u �/ / 22 \ 9p \ LOT \ a \ (P)4ON-STREET f "� _ 9 \ S \ AINTENANCE ESMT PARKING SPACES w m /ih \ \ INST.#: '•. U :I• • — — 5' M N. F QN / / LOT �A9 \ / 220 \ \ 9'X2o' TYP. r 7� w o SET AC K (P)'NO PARKING' / \ LOT 2 W SIGN (TYP.) LOT 0 0 227 \ \ r�� 'c\ /i/ ��� \ 01 Cr \ LOT - (P)VDOT ry u — _ za+pp CG-az(TYP) ROJECTBOUNDARY(TYP.) . y$0 N\CCOFiOPOIG 263 e 225 \ \ \ " f eQga FT \ \ 22T b PROPOSED STREET. • 7 \ \ LOT / LO N(SE s\ - 2 ' I : SIGN (TYP.) 231 / 22k EPEP 3F I •PROPOSED VDOT•' o \ s'' U \ , ` \ LO q RD (P)STREET � U'\ (C �\ \ ( STD. CG 6 (TYP.) SIGN TYP. o o ( ) 2 2 O T s a— PROPOSED'NO / Iz ' E(P.EIP PROPOSED 6' PLANTING STRIP': • / $ E p EIP (P) R1-1 STOP _ 2LF ,p \ 37 I I \ PARKING' SIGN (TYP.) ti op �3 — LOT 7 �\ r F/ -F C PROPOSED 5' CONCRETE SIDEWALK Fie ti \ \ LOT 246 � / PROPOSED (10) PARALLEL \ \ ti 239 LO i o 1 (P)'NO PARKING LOT 245 - PARKING SPACE ` +— SIGN (TYP.) LOT \ n PROPOSED (3) PARALLEL: OP,�N 10 % \ / 240 1 ^ 2 I 8'Xzo' (TYP.) ` P NO PARKING' ° V OT 4�+ �yy 8xRo'ITYP.)NG ACES \Oo - /g�(' P�4 /\ O ( ) 3 I LOT �42 243 \ p'SPACE:A. 9' SIGN TYP. o d L—IL1Q.4�9 'C `` �' o ��2 (P)'NOPARKING'. FIC FI �41 \ — o♦♦ PROPOSED VDOT• '. PROPOSED CG-gD, • x5 SIGN (TYP.) , \ \ YN °+n n STD. CG-12 (TYP) : PHASE III ENTRANCE (TYP.)' Q� 1dx 25 R yy \ ` I 5 I \ \ /f o 0 5 \ O "- - ' `.``.•:.•.••. ;. .••.••. •. _ •• '• LOTETBACK ° A ,PROPOSED •T' 'R VDO o PROPOSED NO •', •�P voorsrD. Sg �I � y STD. CG 6 (TYP.) - • '. KIP) (TYP) IPAGE. 6 . PARKING' SIGN (TYP.) PROPOSEDIn *Wp6r, ♦. 5 IGN(TYP.) v_ .-�. �. o CONCRETE �o / LOT . ��_ ti o PROPOSED (P) R1-i STOP. ' 1 59 D KI P ry O - P - ' ; �• •i, .. , .SIDEWALK ; . ° Q- \ I � MAIL KIOSK', •', • SIGN (TYP.) ROPO PARKING SPACES 14 __-- NN X20' (TYP.) . •-� • GH --�' PROPOSED 6' . 8' / T IS NC�z p �_ :.+ • • , • PLANTING STRIP PROPOSED'NO' ��° • ` • P-z _ �` �Q O LOT - _ PROPOSED W _ I � • •• • `. PA _ pQ' ,✓. � ••• •'• LOT ^ MILL &OVERLAY WITH TIE-IN LOT RKING' SIGN (TYP.)' 3 ,CONNECTION TO DUPREE ST. z +oo zz+ zz+Ioo ROpOSF�ING B/� • : (SIGN (TYP �� JQ� ., LOT ENOTRAONCED(TYP.) 1 _ w R 0 pUgt OOK PROPOSED VGN ( TOP, • 61 \ 57 0° 5 So Sop' ;, C 9 ORQAp igNF STD CG-12 (TYP) / f F/ 2f' LOT r T �� : • G LO - POSED SPEED. . . `. '. , . . 16 zz+So � R/ J xy/ F� LOT 56 Z I LOT i T SIGN (TYP.) `. . • (P)'NO PARKING' TDIS\qT NCr off/ PARKING' ROPOSEDSIGN (TYP.)6z ♦♦ _ — — — H �,• . PHASE I IA LOT ITS OF PMF� SIGN (TYP.) LIM ` ` • - - . • . - � �� �.' zxoo� ♦ .. •.. Fjp LOT 55 ` , DAM BREACH LOT . , .y . (P) SPEEIT / LOT �. , . `. (P) VDOT STD. CG-9D ? R\/ SIGN (TYP.) 63 LOT 26 17 ENTRANCE (TYP.) \ 25 / % ° ♦ — — 7-F�* 1' v•' �o S 5 LOT \ tiry / LOT ' PROPOSED STREET .e% PROPOSED'NO \ o°o / ASIGN (TYP.) LOT (P)'NO PARKING' LOT 27 ` PARKING' SIGN (TYP.) v �e SIGN (TYP.) 53 LOT " LOT `I LOT \ \ \ \ Nxw a°x o � � �` \� LOT / • ` 18 � SPEED LIMIT 52 0 28 / LOT \ SIGN (TYP rr�r .) x° �r:' -. 73 / \\ / \ LOT �� `poi tiG \ ig ,• �. LOT zsxSO �Q 51� PHASEI 7z \ \ <v� w \� P NO PARKING' OJT ��� LO LOT • ® Q , • STING CEMETERY �� T \ ti \s\ O' J� p• 2g zD \ tip . -SHALL BE UNDISTURBED / \ \C SIGN (TYP.) Q O SiG o Pik s DUPREE STREET ROAD CONSTRUCTION A� LOT \ \' ay �T x5 i LOT ROPOSED UNDER PLEASANT GREEN PHASE I 7\ LOT s �Gr✓ �\ \ \ 1 ROAD & UTILITY PLAN S(SUB zo1 00071) \ / Q- +� 21 s �1 gyp) LOT v v A V ° LOT Y A�) �d 50� 22 ioo' WPO BUFFERLL(TYP.) `: LL.LL 70 \ \ \ �BxSo ®/// j 31 LOT / P���� Oy / (P)'NO PARKING' \ \ LOT LOT \ J Q Q % LOT SIGN (TYP.), 32 \ LOT 23 \ 9 / TIE -INTO EXIST \ 6 \ ' a o� i 24 \ EXISTING RAMBLING ` a. BROOK LANE � t 8x •.�' „-,,.......... / ° \ AMBLING BROOK LANE ROAD CONSTRUCT!O \ "•"•'. • PROPOSED VDOT STD. WP-2 RAMBLING UNDER PLEASANT GREEN PHASE I N O . O O O O O O O O O O •''♦„♦„ •"�,� LOT MILL & OVERLAY WITH TIE-IN ` ✓ ROAD & UTILITY PLAN S(SUB-2019-00071) ♦„ - ♦, 68 CONNECTION �� O .,,.,,• - - LIMITSOFSUNNY ti 1> �DAY DAM BREACH ` O o p LOT 1�xS0 FEMAtoo-YEAR O O PROPOSED LOT LINE (TYP.) 67 ?Q FLOODPLAIN (TYP.) O O O O O. O ♦• s �S,\O OP,D 0.F o o ° / b `N`` e��0 523R e O g' ` GRAPHIC SCALE O o LOT 66 ,x°O 30 ` 0 15 30 60 120 o ` s X \ IN FEET 1 inch = 30 ft. a LOT 47 13 \ \ 7 can \ LOT iw \ $ Z z 0 / \ \ LOT O a k \ (n o M o \ LOT _o r w 10 Di Z Q \ LOT W m w OT a 0 12 w W LOT ° N N 33 � a M rn LOT ° 34 ° 35 CALu z 36 %j' z LOT LJJ t 37 0! N W O p.- N z b 9• LOT W Q J 38 i - LLI 0 LOT J J 39 �i Q NEW-wi O --- J. LOT' z 40 J J — — — Q LOTz< I z 41 I 2 LL D LOT W >_ Y N 42 LLI Q .- _ Lu j U J \ U) � 2 � � z U) w ♦` LOT uj ♦♦ 43 W LOT : Q 44 z Q LOT Q 45 / L u r )T w w i JOB NO. 182154 SCALE ♦♦ III _ 30 1 / `• SHEET NO. 5 JLE COMB STREET SHALL PROPOSED'N0(P) z70N-STREET 38NGE TO "CLING LANE" AT THE 5'CONCRETE SIDEWALK (P) z7ON-STREET PARKING'SIGN (TYP.)PARKINgG z0 TYESzi PARKING SPACES PARKING PERMITTED IN THIS1P. RSECTION WITH LEXI LANE. x2o' TYP. TIE -INTO EXISTING MCCOMB STREET 20 6' PLANTING STRIP g' PORTION OF MC COMB STREET zo - _ - PROPOSED CG-gD SCOTT� ;�` � _ _ _ — ENTRANCE( TYP.) O0 No. 35791 a .OFE4 �, 2 I _(P) SIGHT DISTANCE 3 - I POSED'NO 7/29/22 _�fj PPE ` P '•. �`.. - C%}�EI� • EASEMENT, ---- o f : ` SPARKING' SIGN (TYP -- (A. )4c' z° I° I LOT lO2 SPAC�,E : INST. #: �SS10 • 16 ' \ \ \ LOT -s 1 1 � I .`. •, •.•..(n:1g�.q,C7. NiC \ LOT LOT 50 = 5 C•' MCCOMB-STREET- - PUBL �O STREET y \ ° '•PROPOSED'NO A �' PROPOSED PUBLIC ROAD (56' R/W� zz+5o D,g. 64 D (56' R]w) LOT "�148 m�49 I-PARKING'SIGN(TYP.)' �zv - Tw ^-' z4+5o - _ 1-50o'R z3+p0 PG• z :. .`. jo gPC� LOT r m\ 147 �5+50 n �5 T DIST�C 24+00 23+50 0 y1 0 \\ 1OI 46 Hn X RON SE gAC - +00 45°R ..,. \GH' c��DOYPTD. LOT 45 26 (I ' \ LOT 144 � - Y 26' PROPOSED / / zO 20- \ _ - - zo' u _ 36 ° I \ LOT zd MAILKIOSK/ / T 6k5o - - - 14 o- - PROPOSE O F p143 (P) NO PARKING - _ 16 / �yy ° �Q - z o ' PARKING' SIGN (TYP.) `u LOT 1LF2 - SIGN (TYP.) \ _ - 2 go �p) VDOTSTD.1 ti i _ _ ° PROPOSED STREET SIGN (TYP.) / (P) SIGHT DISTANCE 2, E 2/ CG-12(TYP) I r I i EASEMENT _ -- / 3 LOT 4 26, �S�i i _\}p0 - INST. #: F 1 N ! — PROPOSED'NO (P) Ra-a STOP - — I �ST C �4O 6' UNG LANE 56, RIw\ j % 4uv 21 zS rl _ PARKING' SIGN (TYPJ J N SIGN (TYP.) — / IS�T ° z C LIC RO AD / +5° i I ° > I a ,6 OpOSE0 P� / z1 g (P) Ri-a STOP �� BLOT LOT j o LOT , z H R SIGN (TYP.) Z ro LOT N N a Z o a' 400(? zg+oo / .�L LO LOT I / _ o LOT I a T k c I — 6 (P) SIGHT DISTANCE �� LO 39 o SLOT SLOT aLOT 18 _ �� .I LOT T 209 210 211 1 212 �° a c " o °° 20 ao6 7 208 LOT PROPOSED CG-gD o ti EASEMENT +so oSTREETSLOT LOT 182 1$3 LF o 5 20 / hyro O U m ENTRANCE (TYP.) �� / \/ 2$ y _ z0 zFRON� SPGN (TYP) + 1O7 1O]8 179 18O 181 I M h I I I I I I / / 213 ,A z ¢ C zo V,Un w Z (P • z INST. #: 7 Or CE- ° 5 MI (P)'NO PARKING' - - - - - - - - - - -1 / FBI O I= u ° _1 44' +O SET A�i< I I I 4 zo' REAR SETBACK 6' LANDSCAPE & / ' Z o _ - SIGN (TYP.) I R/W R/ I TAN z PROPOSED 5' CONCRETE SIDEWALK MAINTENANCE ESMT j -- -i ---I- -� - 2 INST.#: \ `` a - yoR z9 P / o _ - m PROPOSED 6' PLANTING STR P I 27' I zo' zo' zo' I W — — — z8' — zo' zo' 0'. ;1 0 20' 20' _ ), TIE-IN TO EXISTING CLING LANE 29 _ PROPOSED'NO PARKING' SIGN (TYPJ 6a' li o PROPOSED i LOT " I o PROPOSED MILL &OVERLAY. o _ T _z0' zo' zo' I zo_ 29' �CG-z2 (TYP) P LOT"o 161 27' zo' zo' — I — z6' PROPOSED CG-gD °' \ SEE DETAIL ON SHEET u.� x —�� -0 — g 89' _ E/P E/P u 30+00 — N� LOT 160 0 - - - - - - - 1 - o r ENTRANCE (TYP.) CLINGLAN� I (P)Ra-2sTOP OT-------- - ----- 30+50 _ �SIGN(TYPJ N LOTS L � 159 N O ry SIGHT DISTAL` 3i+oo 30= — — LOT° LOT° 157 158 I I N LOT I LOT " 1), N� a\ LOT°' 1 156 (P) (�) PARALLEL 204 I 185 1 LOT LOT LOT LOT / (TYP.) \ \I LOT 154 55 I I —I PARKING SPACE- �— 2 2-2 m 2 2 _ o I 35 0 233 _ 3 LOT LOT _ - LOT 3\ 153 I _ - 6' LANDSCAPE & - - 8'x2o' (TYPJ LOT N LOT I �31 ° 230 N 1 0 �1 I-- AINTENANCE ESMT 186 0 Q w r\ I INST.#: 20' I _ 20' 2O3 —I — — — w d PROPOSED STOP //mom / \ 4 N z0' g W D <u 2 z w \ � 0 2°' 1 gz _ _ - - - o � : ' a 1 I I LOT I a °� a SIGN (TYP.) - - _ /� � \`'o � I LO� EN RAN ' 2 _ -- - o " N - LOT W 4 ' ENTRANCE (TYP.) 2a r - I `I + LOT - o _' = c° �38 RI`N RI`N 20' I - - 187 N u J' !�,/ / N N E6 i ��ga _ - - LOT �- to 2oz I w 229 2` a -z8= ----_ J N Q b N 1 - - I- LOT a •` 2- z S M F ON SET w N N ~ ° - c J �• • N. / / w LOT ' iw LOT N 1.62 - I PROJECT BOUNDARY (TYP.) 0 137 " _ J _ LOT w p 5 z ACK (P)''NO PARKING' 4 2$ F C LOT III LOTS °n " 1$$ SIGN (TYP.) 2 L 91 6 x 201 -I - _ o / FIC I PROPOSED LOT LINE w - o J °o a / 136_ I�� LOT o 163. {�n LOT I LOT 10+5o v — `I " 9 m - �I 1$ (P) VDOT n V — 1a+o° ry \ c"I K - " v 1 1 N 1 200 " 9 N _ \ Q 75 LOT ° CG-iz (TYP) I ti c' \ - r,'SID� I o +i —J — ——� N 88' EIP EIP w _ � u I 493" In I PROPOSED VDO-T- - - 88' z3'LANDSCAPE & LOT °I 6' -- Fo STD. ( . *So o MAIIST.#: ANCE ESMT LOT " cc:I p 174 I QI LOT �N ^ ^ a et CRo RFF� M \' N 1 wl L3 90 _ O mI v 2' N LOT N 35 ga 7 x LOT I- 165 al /P IP 1 LOT I /4 _ I o �I 93' �� 1g0 'PROPOSED STREET I I 1 2 199 _ _ _ ss' 2 I SIGN (TYP.) I 1 �z cc N 8a, _ a �I LOT F/C F/C LOT E/P E/P -PROPOSED VDOT• ^��( _0 34 a5' Q j PROPOSED I" bI 166 Zo ° �, o u LOT 0 STD. CG-6 (TYP.), - d zo ao �� LOT I Q; Q d _ I I LLOT LINE (TYP.) r `� - 93 1 o -i " F lg$ 1g1 N o oo� i Z N 1 2 r— PROPOSED 6' PLANTING STRIP': • Q N 5 z6 z6' A SET ACK I I 133 as 0 8j 7 16T -I F �' LOT 3°' I ., • : ti `°� W O _ PHASEIIB E R I 7 R/ R/W o z LOT �`N F/ -F/C •'PROPOSED5'CONCRETESIDEWALK .':• :•'. _'.`:• Q�Q N zo LOT o O LOT N - 9z1 " 0 3-97 • I �92L o :PROPOSED (za) PARALLEL', • �� N LOT II 3 o a N 171 LOT _ w - - - I •PROPOSED(3)PARALLEL.' '.OP��. PARKING SPACES. x W LOT 12 13o N 1 2 s3 0 aY _ 1¢ LOT j 5' 8'x20' (TYP.) ' Q + ♦ I 168 0 .8xzo'I(TYP.)ACES v LOT 128 i " LOT o �93 SPAC£:,4• 1 12] m T6'T p LOT 6' LANDSCAPE & 9 (P)'NO PARKING � • n 1 6 I I • .w 0 N (P) STREET 9 8j pt♦ 4, 9. L 1 O AINTENANCE ESMT SIGN (TYP )' o - - - - c •PROPOSED VDOT•' .PROPOSED CG-gD, r I 1 1 SIGN (TYP.) 7 LOT - o° Z J L� 12rj N — _ 3 b ` INST.#: + rn I LOT N ^ n STD. CG-z2 (TYP) , PHASE III ENTRANCE (TYP.)' 12 C _ P VDOTSTD. + " + J A I P Rl-2 STOP I _- I 12 4 m w RON SE B Rz-zSTOPSIGN • � � - - - - � - _I " N 16g O°. I I LOT I I o - 3 - 5 SIDE SETBACK - SIGN TYP. P NO PARKING' N 94 `PROPOSED'NO , - ) / SIGN (TYP.) �95 "' , STD. CG 6 (TYP.) ( 1 ~ w v,I I _ p. • . - - 1 i N / . •PARKING' SIGN (TYP.)• '. I I 78' 88'STREET d — — — — — — (P) STREET Lu — o m PROPOSED I i o z8o' - 3 � •'SIGN TYP. , 5 ( ) n o N I T - 4 i ONCRE E • 7 y6' ,. i PROPOSED VDOT �\ - - PROPOSED -NO I I _ - - 2 � •, .• STD. CG-z2 �' � � — — \ � � • c: • •PROPOSED • ,SIDEWALK • (P) R1-i STOP. • PARKING' SIGN (TYPJ - - z ' (P) VDOT _ - _ — o 5ct — _ — a; MAIL KIOSK': SIGN(TYP) ' O o'R —a �2 ? PROPOSED 6' z6' STD. CG-zz- 75 _ - T DISS�NCC- - � w - w P VDOT P VDOT S' Y _ J 26+ o SIGH O O g— GHT �, - • PROPOSED•NO'. �7+50- — z7+oo 5 z6+oo n n w zs+ 0 3 STD. CG-i _ _STD. tG az 4 BL — IS NG Z80' _ PLANTING STRIP ' z ' i _ - - - oe P SF PUBI IC ROA (4 - _—- _ \ ' 'PARKING' SIGN (TYP.) z Q — P VDOT STD. CG- D z8+oo 25+00 2000'R - - z3+5o z3+oo ` ` ` _ 5 - IENTRANCE (TYP.) 4 So 4 5 5 OR Pq �1V18� N m RI-2(STO j, U ,2goi— 28+5° _ zz+oo POFFD GBRO �, (PSIGN TYP_. TPNCE : '. '.: rI - - PUg/ O/( ®`. `PROPOSEDVDOT.' W H�\50 -- P VDOTSTD. OPEN - - - �CR$A STDCG-z2 TYP / 2g O i8' IN MIN.eF -_,`- _ za D ( ) .. o Y CG-6 (TYPJ SPACE .B, • ETBA ONTO - - - ++=3 R w) W + o - : , I( CK - - - - - - - - - - PROPOSED SPEEDI. • : ,: ` LL'. , . �- DI� 0x ✓ z9 s I I _ OPOSEED'NO - I H - D 0 SIGN (TYP.) \ tax _ I PROPOSE VD T - I STD. CG-6 (TYPJ PARKING' SIGN (TYPJ`. I I 2ETBAx. F ON I - - - } oO .. ul O - I 1 I I I ACK I I - - - - - - I - - - - - - p ,NO �• ' V (P) 'DOT STD. CG qD \ � � � \ R / I I I PROPOSE ENTRANCE(TYP.) \ 2s W LOT LOT ( I I I I I I I I PARKING' SIGN (TYP.) \ \ ? 0 I I I I m 1 LOT `° I 8 I LOT I I zs MAX_KR 11 11 LOT w III 11 3 II 82 I "I 81 o I LOT I h ` AC ^ 84 I LOT I LOT ` PARKING' SIG ED'NO a SETB I w : I 80 ° LOT LOT o I.I' PARKING SIGN (TYP.) I 1 LOT I 1 85 1 OPEN SPACE ,G, I " I LOT o u{ 10 \ (n v 11 I I I 79 " a 77 6 I`• ti I L j LOT of 86 I ^1 1 11 (0.19AC) I I I 1 HI LOT =_D'No I 1 11 I I I I I I �I 11 1 89 I I II LII18A]R SET I I I I = 'PROO,... DWL•-" _" •.., t'+s`� . ;': __ (TYP)--.I I L_ -- -- -- 74 SIGNTYPJ T AL �=6') /LOTL PROPOSED LINE 2o'REAR SETBACK 73 •L � (TYP.) A� \ W e LOT U Lu I I i • �� - - - - ' z 7 EXISTING CEMETERY OO -SHALL B_EUNDISTURBED / N -ALL•- '• .•'.•'.• '` '• i %' •\.• __---_-_ •Tr, - LOT WIDTH W PROPOSED WALL i . - - - _ _ _ - - - - - s i MAINTENANCE ESMT ! zoo' WPO BUFFER (TYP.) - _ _ - - - - 71 / (MAX. HT. -7') O O O O O i PROPOSED WALL - - wsT.#: o PHASEIIB U 1 O (MAX. HT. = 4') _ PROPOSED WALL PROPOSED UNDERGROUND STORMWATER MANAGEMENT O. zoo' WPO BUFFER (TYP. � \ � (MAX. HT. = 6') FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WP0202000053) VAR. WIDTH WALL LOT .,,.,,_.,..,,.,,.,..,,.�♦ I".AINTENANCE ESMT\ LIMITS OF SUNNY 7 1 O O ., ioo' WPO BUFFER ° / / .,...... .......,,...,.,..,,.,,.,,. O O o o I I o o .,,.,,.,,.,,..,., wsr.#: \ \ GRAPHIC SC ALE - - - .,,.,.,..,...,.,,♦ DAY DAM BREACH 10�1 / 15 30 60Oo �30� O'- -- ��LIMITS OF 10o YR 1 I. � f O ♦ ..,.,,. ..,, / ♦�.,..� O FLOODPLAIN I I O O O' \...........�...flff.♦` ` ,�......„♦ ♦„♦, O 1 `-�� \in 30 ft. . O .� O O 0 , / -- • I / \G \ z uj uj Q Q a- Q Q z_ � LL D 1 O Lu N Q J 2 CL Lu Lu V / Lu U IZ w iF w a � JOB NO. 182154 SCALE III _301 SHEET NO. 6 COUNTY OF ALBEMARLE = Department of Community Development Construction Record Drawings (As -built) for Streets The following is a fist of information required on as -built road drawings. It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. / A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the fun and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: 1. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design and as -built by labels and line type. Measurements shall be at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement Any portions outside the right-of-way, or easement must be corrected by plat or construction. 2. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations and compare to the design elevations where necessary. Measurements shall be at frequent enough intervals to accurately portray the as - built centerline. For alignments which deviate significantly from the design, provide curvature and sight -distances. Corrections may be required for alterations from the design alignment. 3. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges for comparison. Show and label constructed edge of pavement radii for all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. 4. Culverts, Pipes and D agaStructures - Display the installed type drainage structure culvert/ i size material inlets or end treatments inlet and outlet protection, alignment and invert P Pe U. Pro � elevations compared to design. Computations: For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. 5. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. 7. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. 8. Right of way and associated easements - Label deed book and page numbers for a8 dedicated right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. 9. Pavement Designs - Label the m-built pavement and base layers. Indicate the measured pavement thicknesses based on inspections or cores as referenced and included. Inspection reports are required for fill compaction, CBR's, and pavement applications. 10 Street Trees -Provide deal and as -bunt locations and a ies Co m to desi 3/IG" STEEL PLATE WELDED TO POST 6 GROUND SMOGTH- 2-1/2' DIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW 3/4" DIA. STEEL PIN W/ HEAD W/ /B DIA. HOLE FOR FINISH SURFACE 3" DIA. GALVANIZED STEEL PIPE SLEEVE CPAINT ABOVE GROUND PORTION SAME AS POST) CONCRETE FOOTING _ 3/1G" STEEL PLATE WELDED T TO SLEEVE 12" NOTE; DRILL A 13/1G" DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. b i7 NOTE: \ CONSTRUCTION FIRE PREVENTION NOTES: 1. CONTRACTOR SHALL VERIFYALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OFANY CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE DISCREPANCIES. S. z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA - PROPOSED MILL & OVERLAY. OF ANY TIE-IN ISSUES OR DISCREPANCIES. STATEWIDE FIRE PREVENTION CODE. SEE DETAIL ON SHEET 14.3. � '. QENGINEER REPRESENTS ONE PROPOSED PARKING SPACE. 2 AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. STATEWIDE FIRE PREVENTION CODE. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR �W PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND ACCESS FOR FIREFIGHTING SHALL BE PROVIDED ATALL UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. CONSTRUCTION AND DEMOLITION SITES PROVIDE ACCESS TO WITHIN 7. SEE SHEET z AND 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. B. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 10o FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT 260 DISTAL -� =� 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER _-\ MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS -51GHT in. ALL RETAINING WALLS GREATER THAN FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS 3 MAY BE VIA PERMANENT OR TEMPORARY ROAD BUT SHALL BE I I EXCEEDING FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 4 CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER ' 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY CONDITIONS. - PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER DEMOLITION PROJECTS. THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USEAND THE ` S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE \ ALBEMARLE COUNTY SERVICE AUTHORITY. BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS 13. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OFTHE SYSTEM) SHALL BE ARRIVE ON SITE. \ PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE \ BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN VDOT NOTES: ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. i. 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 / ROADWAY FROM FLOODING OR DAMAGE. APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR TIE-IN EMERGENCY ACCESS ROAD TO EXISTING z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR 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 IS REQUIRED ATTHIS TIME FOR THE IMPROVEMENTS ATTHE ENTRANCES. HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS OVERLAID WITH NEW PAVEMENT. 3. IFATRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA ' ZONE CERTIFIED PERSON CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP STATEWIDE FIRE CODE. i SUBMITTAL. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL , COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND LOCATION OF REMOVABLE 1 \ BOLLARDS & KNOX BOX FOR_ • • / • • SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE EMERGENCY ACCESS ROAD. SEE DETAIL THIS SHEET / \ MARSHAL S OFFICE. \PROPOSED LOT LINE (TYP.) \ 1 W -W \ PROPOSED 22'EMERGENCY ACCESS EASEMENT 16 0 20 1� I LOT. w LOT LOT �2 LOT No. 35791 ,a 7/29/22 16, Vl Z O_ F a ' I Q 1 1 O co V/ w o � � i 'aa♦ z O I- in z W ~ 1 c gn pec pare P. Jll/ / 120 11. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. / \ ♦ \ 1 LIMITS OF PMF to / / \ \ , . �.. • .1 DAM BREACH 2° \ o LOT m 0 1 - \ LOT 118 - - PAI LOT m 1 1 -- \ \ . z8 117 ..... " \ LO n6-�0 '� G� j \ \ PROJECT BOUNDARY (TYP. ao � � / / / \ LOT 13.5 / \ ° LOT 11LF / - \ 0, n - �6 ,6' LOT < -O - / \ yO \ L.qT 112 -Q, 113 0, / \ PROPOSED VDOT 2O LOT \ \ 111 �" • \ ° / \ STD. CG-6 (TYP.) 1 \ \ ' / ' V - + LOT LOT 110 \ - z ' h sR ,�91 \ PROPOSED S' CONCRETE SIDEWALK v \ \ LOT 108"tea 1o9 ° �\ \ / / FY 6 / N (P) VDOT STD. 3o+pO LOT CG-12 (TYP) PROPOSED 6 PLANTING STRIP 1O7 uJ\ \ 00R o+Sc 106 "�� cK / / \o 16' y2 3 _ - \ PROPOSED'NO : ` ::`• LOT 105 oN - - PARKING' SIGN (TYP.) %\ 1O 104 a pJ�• R f \\ Zg 3''°0 \ ° PROPOSED CG-9D ENTRANCE (TYP.)- \ \ (P) VDOT STD. CG-9D.- \ \ ENTRANCE (TYP.) / / / 16, ti / i / \ ' ' ' - PROPOSED'NO PARKING' SIGN (TYP.) z LPN j 2�+o° PROPOSED'NO PARKING' SIGN (TYP.) /: (P)VDOT STD CG-9D \ \ LOT 32+5 / / ENTRANCE (TYP.) \ \ 8 LOT ��11 9 o LOT J 1 DoR �� 33+Oo (P) 6' PLANTING 25 MBP K \ \\ PARKING' N TYP. LOT 9 102 / STRIP SET (TYP.) 91 \\ \\ \ 1 ' \ PROPOSED'NO m �� / / \ \ \ \ -r \ \ _ _ PARKING' SIGN (TYP.) o- +S° ✓ (P) O CRETE \ \ LOT r\ \ \ \ \ / 33 SIDEWALK \ \ \ 92 '00 93 OPEN SPACE 'I' '•'. '. 'r ' / i L \ +So j> / j • •'. � � 34 - �1T_ J 1 \\ \\ \ \ \ SET � \ ♦ , . (1.12 AC) : •: `: "' : VA \NFR� \\ \ 94T \\ \ o RE . 100T 5 M CK \ \ .• .' .• ." .• .•,. r• .• .•,r r• .•,. r . - ,• BP \ � PR ALL, K PROPOSED'NO v'� \ \ - i / - G SIGN o iA \ \\ L O(MAX. H WA6 ) 3°, PARKIN GN(TYPJ o \ \ - /� .\� \ \ LOT '' , r• r r r 6 : r ./ . , . . . . • _ • . - `. • / - /LOT \ , ♦ VAR �W D ALL / \ \ \\\ LOT :`OP�Iv', •'.MAINTENANCE EASEMENT.. . , . , . . . . . . . • .. ' , . \ LOTy J \\ \ �\ rPAC•E . INST. #: i 100 � •C• _ 7 r LOT / ' � r \ / PROPOSED'NO` 'PR` P +EDT RMWATER` / 005 SO i, o � O \ 8' �„ \ •'.PARKING'SIGN TYP. •'.•'•'`•'. r 9 s N* O \ MANAGEMENT FACILITY'B' - a O 1 / •,r SEE VSMP PLAN FOR DETAILS' `✓ ' / \ - ` W 2 2 \ \ > VAR.WIDTH WALL .,, ( PO o 000053) f'• LINE O - \ � AINTENANCEEASEMENT." PROPOSED WALL `I 'iNST. #� - m •'1 • 6' LANDSCAPE &, \ \ � \. • ,,.,, „�,. ',. \ i� ,,.+,�. / (MAX 6') ,............. .. • \. •MAINTENANCE EASEMENT \ � �, • ,,,.®�» '� - .,, ..` =♦ \`. INST.#.,,.,,.,, \ _ \ o 0 0 too' WPO BUFFER �,,.,,. ° \ / �� \ %• O R / ! ,,. -LL . 6. .,•° \\\° O LIMITS OF1ooY ♦ / \ LIMITS OF SUNNY e� V / / / / 1oo-YEAR FLOODPLAIN i \ \ DAY DAM BREACH \ O O \ \ / /' .,,., MAI TENANC EASEMENT O O (W R) , • • •,,. WIDTH WALL EN SPACE /. / \. O O \ ST O O N E //O O ° PO BUFFER) / / o ° ° o 0 0 0 /i/ ° ° 5.273 A FFE 6 6 ,,.,,.,,.,1 , hX, O o !� o •° / y �/ O / ' ROJECT BOUNDARY (TYP.) EXISTING STREAM R c ALE VAR. WIDTH GREENWAY ASEMENT - - - A. - 30 :0' .. 15 30 66 120 / O. \\O\/\O 0.0 O O O O O O ./`\./ - J..--D6-5537,pGJ45 --//-------- p \ /% - :-_�l inch = 30 .ft. 1 0 0 O `O O O O O O � o O 0 0 0 � ° O O O o° o 0Or' 0 0 0°° o o°° o 0 ° 0 o 0 0�ee) 0 o 0 n ° o 0 0 0 0 0 0 G 0 0 0 0 0 0 0 0 ° o 0 0 0 0 N N HN N M O\i V W N O Cn N W N z w J J_ CO 0 W 0 z J U W LU F- in z LULU U) CD 0CD N L�1 z LU 0 LU Q Q G_ Q1 LL D O N � Q W J U) Q CL LU LU L0 LU r w tF U) JOB NO. 182154 SCALE 1rr _ 301 SHEET NO. 7 `. :. x8 (WATERLINE w -- -- ---- OPOSED 8 CL 5z DI WATERLINE TH OF PR " "TEE ROPOSED8" - -- REMOVE EXISTING BLOW OFF & MCCOMB STREET - TIE INTO EXISTING 8" D 0 _ w PUBLIC ROAD (56 R/W) w w w —O — — O �C D.B. PG. XISTING 8" DI WATERLINE `-` w w SCOTT R. LINS'Z H w ---w U No. 35791 a T - M M N` M •� -w z5+00, — _ \ zz+5 — M GRAPHIC�Ew --w°�0 7/29/22 �4 �5+50I z4+so. �— 23+00' z4+oo, o, .z 3+ 5 2 30 0 15 30 60 120 llll�SSIONAL E�Gt 3 ( IN FEET ) NOTES: CONTRACTOR SHALL VERIFYALL TIE-IN ROAD ONNECTIONSTO ANY ROAD EXISTING R UNDER 1 inch = 30 It, PROPOSED WATER — - - - o PROPOSED WATER s \ \\ 1 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE OR NOTIFYING THE ENGINEER OF ANYDISCREPANCIES 732 SERVICE LATERAL (TYP.)' II a 3 ry, b - —I BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL I I SERVICE -4 CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS PRIOR TO ANY CONCRETE PROPOSED FIRE HYDRANT I - - - - r \ L� -(� OR PAVEMENT BEING PLACED. ASSEMBLY w/ 8"x6" TEE I / PROPOSED WATER O ��l o z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE F \ 6 q Z THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. Z j SERVICE LATERAL (TYP.) p O < Lu II I 'Gp�O -,A 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND LOT LOT LOT LOT LOT LOT LOT LOT \ o �S� 'PF DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING o LOT LOT 18 lg4 �I LOT LOT LOT / I \ G 9� FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY 1$O 3.81 i82 3 3 205 206 207 20$ 209 210 211 212 �6 / SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. u zo' ACSA UTILITY EASEMENT I II 0 LOT \ 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. ,/� ¢ D.B. PG. I ' MH-44 ' / 23-3 \ /,/\ s S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL v' °� D.B. BACSA U PIG TY EASEMENT r ' / LOT / '\ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Z o a o --—I _ ---I / 214 / / d a o e �� / / vn O 5U co IS s 3 a — 5 s — _ _ v / z15 /// /� v � �"� o D z 0 S_z - - - - - - R - - L 3 ROPOSED SEWE\ ¢ Lu LOT �i w I PROPOSED S NITARY SEWER - -� \ / / / /! LOTSED WATER a - In - ui CID I I \ 216 SERVICE LATERAL (TYP.) \ e \ ! 1$ ¢ SERVICE LATERAL TYP. I I \ / ( ) \ \ I \ � w - (PROPOSED 8" CL 52 DI WATERLINE H a LOT LO LOT 9 \ \ \\ LOTv \ \ \ o LOT J �35 2 233 LOT LOT / �\ \ \�\ \\ \ 21 \ w u I 34 232 LOT / / / v v > 186 - 3 w o a �3i�� v LOT vv / \ ce PROPOSED WATER SERVICE LATERAL (TYP.) it o I / / \ \ \ \ \ \ PROPOSED SANITARY / \ \ 21$ SERVICE LATERAL (TYP.) \ \ - / \ PROPOSED zo' ACSA .LOT MH \ a I _ 4 \ e z ' A A UTILITY EASEMENT / / A V A \ \ \ LOTS \ \\ ACCESS EASEMENT I 7 I r o cs u s /� v v v D.B. PG. I i i LOT v v _PROPOSED 01 \ S / \ L 1$$ \ - - - - _SERVICE LATERAL (TYP.)/ LOT zo' ACSA UTILITY EASEMENTo , 2 \ \ / / y \ PROPOSED 8' x8 TEE 22$ \ \ \ \ \ 220 PG _ \ / / \ LOT LOT v v v v LOT v /_ �� �w I LOT I w �' � /� v v 22 v y v � v � z21 ��� � � 7 \ / \ EXISTING 8" DI WATERLINE (� / a 9 10+00 - wow \ \ \ \ S \ j \ \ \ S 6�� \ \ LOT / In n o°+ ° LOT i \ _p PROPOSED SANITARY SEWER- 3 s _ w\ \ \ \ 226 \ \\ \ LOT j / GGOOPO\yG �6� \ LOT 12 / d Q \ EWER SERVICE LATERAL (TYP.)' a I2+oo \ \ w \ \ \ 222 / �G 6k, / I I ------ — �— \ LOT \ \ \\ j /% M ��� 5ti 13 Q Og. o /\ LOT ROPOSED 8" SANITARY SEWER / M M \Lu 1 O a1,So \ w \ LOT MH 4z s $Z PROPOSED WATER \ / \ II LOT 3 :. ............•.•.•.•.•.•.••. : •.• ERVICE LATER P.)Lu PROPOSED 8" CL z DI WATERLINE 'S' \ LOT % • \' LOl&PROPOSED SANITARY sEwER \\ \ O x \,ER CO \' CO f• . zo ACSA UTILITY EASEMENT. \ O �/� O `rO °o \ i \ 3 �✓ \ / _ PROPOSED WATER 5 0 3 I " D.B. PG. . I. `• • • . •C, • .B qfl GBH ti \ \ PROPOSED TYPE A \ \ LO I _ - - SERVICE LATERAL (TYP.) \ / LOT (*l /r LOT I lv /� ST \ \ \ MBLY — — — z BLOW OFFASSE 1 I 237 LO PROJECT BOUNDARY (TYP.) = i 33 1 T \ 1 2 F � � W \ \ tOPOSED SANITARYSEWER 9 ! I • . .:. •:. .. • .: • .: • .:. •:. • •\. '�-.o 'S' "90 Fj. ,y \" �/ I i I _ � \ \ C`7 :. PROPOSED FIRE HYDRANT / ti / 238 SERVICE LATERAL (TYP.) - 3 9�1y \ Y SEWER WITH A OT . � . .. . ••`. , •�./ ASSEMBLY w/ 8"x6"TEE / LO TIE-IN EXISTING 8" PVC SANITAR LOT \ \ / \ / TEW MANHOLE. PORTION OF EXISTING SANITARY 24 G \ ,f. b ASSEM � I . . \ \ / ✓ \ \ 239 LO SEWER AND EXISTING MANHOLE TO BE REMOVED. LOT 7 34 N Q I I 3.93 1 �. .! `: ' `: SAC : A: ' ��x �' LOT 246 \ o . , _ . • . . • ' • • , • • so 2 0 ° PROPOSED SANITARY SE \ I I � PROPOSED WATER SERVICE LATERAL (TYP.) - � . � . /� ©c� .,r� ('� �• '` • \ \ 4 ° I LOT 245 � N z 1`= `4v'7•'`' �;i •� / 1. \ + I LOT SERVICE LATERAL (TYP.) \ (� o / ' F- N LOT � �, :a':•' •'� - 1 OT 2 0 ' LO' 1o'PRIVATE LOT 2 1 xh o 1 - 94 �+� MH 2 zo' ACSA UTILITY EASEMENT' \ 2 2 �\ W F , . 7 • • , • • yti •\ \'�•� , . UTILITY EASEMENT ¢ s �41 4 � � � Q � I 43 � 35 Q PROPOSED 8"x8"TEES I . D.B. , PG. \ D.B.G. w x c7 �, i - _ & (3) - 8" G.V. PROPOSED WATER SERVICE LATERAL (TYP. ` \ / \ \ ' _ , o _ , e 1` u o +. 3x m �I .,.:PROPOSED FIRE HYDRANT , , , . - , • , • . • `. • `. • '_ • ', • ' o LOT � � - � S Lu 0 E PROPOSED 8"x8" TEE I ASSEMBLY w/ 8"x6"TEE `.� 58 s & (z) 8" G.V. // - - - Q MH 54 _ � o � i r^ O M •• M • M � / LOT 5 �M r o° 3 PROPOSED WATER // C + y � - - - Lu + - PROPOSED FIRE HYDRANT' r \ ti 5 zo' ACSA UTILITY EASEMENT • LLI L.L -M •••' `. ti SERVICE LATERAL � r•.' 9 MH- z H z z3+So z3+oo �- _ M` ASSEMBLYw/8"x6"TEE. L \ / /; ' // // %.B. ,PG. 5 •�:�- - •MH-53 LOT \ \ 10+0o M 6 O Cz' LOT \ / / f \ - 14 \ J Q dP Q / 60 \/ / C LOT \ + . zo' ACSA UTILITY EASEMENT - \ 0 Q Q J / \ J zo' UTILITY EASEMENT \M ` �� / / / - • D.B. 5264, PG. 297 .' RO 5 ERLI S \ P POSED 8" CL z DI WAT NE S --- - s zs*� �� % . `•J. QJ O �/ /,: / \ SLOT \ / / / / / LOT g - z I --I so O' / 61 i5 = r ACSA UTILITY EASEMENT �� ` 4 M o 3• / / y / // / 56 0° / ROPOSED 8" SANITARY SEWER— pG. MH-28i ` ���.'LL. i. MH-26 / / LOT \ / / / ROPOSEDSANITARYSEWERSERVICELATERAL(TYPJ H LOT zaxoo �� �' / / a 6z ///\ LOT LOT = w Y 16 LLJ N I I I I I I r ••'• l: ','.`-+1 / l � ?° _ � �` °, LOT \ / / / / / / �. � � � _ — — — � 1 F- W xSo FIRE HYDRANT PROPOSED UNDER — " 4LL ` 4•V` '4 ' " ." 4- / / y5 PLEASANT GREEN PHASE I L 10+00 / 63 V / \ LOT LOT _ ` / "�� M / / / / ROAD & UTILITY PLANS (SUB-zoi9-00071) 1 /• / TI / q / / 54 / ` 1 LOT J I I I I .ur ... • lr , p � 9. \ 7 l� zo ACSA UTILITY EASEMENT \ / / / D.B. PG. LOT SERVICE OLAOTERAL (TYP) F- 1 LOT / / / / Oqp OD /53 LJJ 74 / / l / / p Cq' x v v / / / / - W / G R/NF ?oxoO \ / / / / / \ / 27 SANITARY SEWER PROPOSED UNDER 1 I 3 Z 7 I_ - - - ' LL.` .4 /• `. ./ / �// LOT // / / / \ / / \M \ \ J / / LOT \ / / LEASANT GREEN PHASE I - z r J / / / / / 5 / / ROAD & UTILITY PLANS (SUB 200.9-00071) (� L - - / LOT \/ \ LOT W O/ ARY / /PROPOSED 8"x8"TEE \ S EASEMEN / D WATERLINE y 18 _ -- W �. . • • \� PROPOSED 8" SANIT // / / & (z) - 8" G.V. \ � \ / LOT zo' AC A UTILITY T ° 6" I ATERL PROPOSED UNDER \ M • �• . .. •,. .. �'� � � SEWER (TYP.) //' LOT / / / ' ` � / ^ \ j9x M \ � � 51 D.B. � PG. / `� 1xo � PLEASANT GREEN PHASE I .° • r 7z UTILITY PLANS (SUB-zolg-00071) LOT So / BROAD & UT \ (I'► 19 -- \ '. - ", . •.. •, . , . `-��� \ � \ j / /� i\ T \LO� / �i1 Q EXISTING CEMETERY / / / / LOT // PROPOSED WATER SHALL BE UNDISTURBED S / / / / 1 // SERVICE LATERAL (TYP.) / \ \ a // Z-\ ••��" \� \\ j/ / 7 9xoo M y °y�yi LOT / , \ \ CD o 04 Q -_ H -t11 \ PROPOSED SANITARY SEWER`• • , �� \ v/ // LOT /j / // \ / i / i \ \ /� �\ w \ SERVICE LATERAL (TYP.)" ' . ', • / / \ / \ i \ Q� j W s' \ 1 / 70 / /� / / IN TO EXISTING e \ \ r 0 / ` ; • ` •� \ / / // /j / PROPOSED 8" CL 5z DI WATERLINE a8x \ LOT \ h _ °SANITARY SEWyERyMH \ \ V 31 �, UNDER G &TIEONTO EXISTING LUG \ \ / f �Q w F LOT „FILEASANT GREEN PHOASEDI U 22 \ \ \ \d P�� �V h� ` L w t• • \ / 6 / \ LOT \ \ J� m' _ 4 o w +. 100' WPO BUFFER (TYP.) - \ �`. / / 9 / \ / \ 8" DI WATERLINE ROAD & UTILITY PLANS (SUB-zo1 000 1) \ \ Q O' x �. \ �. \ / / // 9 7 LOT 23 a in Q�4 O O O O O O -."/ \ x � WATERLINE PROPOSED UNDER 24 JOB NO.° o LOT LEASANTGREEN PHASE I 18215 4 ROAD &UTILITY PLAN S(SUB-zolg-00071) LOTO SCALEp 68 44 11 O - p O v v t �S /� / j�`�� i/� // I zo' UTILITY EASEMENT \ �% 1 = 30 ATCI ILIN / / D.B.5264, PG. 297 5He O O O v �z s SEE SHEETIO / // L67T /�//v ��� ?� S / / /,'/ LOT 8NO. 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ACSA UTILITY EASEMENT II o°Lu - - D.B.�PG. I N I MH-44 zo'ACSAUTILITYEASEMENT / 213 m�8' - (TYP.) w Q PROPOSED SANITARY SEWER I I I 1 I / p SERVICE LATERAL (TYP.) D.B. PG. w Ln _ PROPOSED SANITARY SEWER � _ I I PROPOSED o - SERVICE LATERAL (TYP.) X m I S' CLING LANE 3p+pO' CG-1z (TYP) PROPOSED 8" CL 5z 3 I S S 3 - - - 5 30+50, N� o d \ 'DI WATERLINE LOT 161 J j I 5 MH-44A - - I _ S \ 31+1031+00 \ a mG LOT 160 _ - --- — _ _ -- -----{ — — — — --' I, LOT 1 s A �y LOT LOT LOT 59 PROPOSED WATER o - I EXISTING 6" DI WATERLINE _ - O LOT 57 5 I SERVICE LATERAL (TYP.) PROPOSED FIRE HYDRANT - - - 3 1 1 8 Z LOT 3-55 �56 t 1 �' iASSEMBLYw/8"x6"TEE LOT III r w I I PROPOS ANITARYSEWER LOT c 1 �54 I 1 SERVICE LATERAL (TYP.) 204 185 3 ¢ z SERVICE LATERAL (TYP.) I \ \ \ \ \ NO 6TE G.V. SHALL BE CUT INTO THE EXISTING 6" WATERLINE 139 ' 1 53 - - - 1 PROPOSED SANITARY SEWER _ - �PROPOSED a" CL 5z DI WATERLINEI cn o a I LOT LOT LOT I _ NOTE: A SCHEDULED SHUTDOWN WILL NEED TO BE $ \ rn' I� LOT• LOT I w m 235 2 �33 LOT LOT / \ \ \ \\ w N N COORDINATED WITH THE AC! TO CUT AND CAP THE LOT PROPOSED WATER' H-30 I (U 34 2 2 LOT / / \ F I 3 / \ M PORTION OF THE 6" WATER MAIN TO BE ABANDONED 1 8 SERVICE LATERAL (TYP.)• ; I- _L - L 2O3 I nItb 3 W ° Q 231 230 3 _ - > I, m \ - - - - - - - I i PROPOSED WATER SERVICE LATERAL (TYP.) LOT LOT T PROPOSED SANITARY SEWER S PROJECT BOUNDARY (TYP. MH 34 3 - - SERVICE LATERAL (TYP.) 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N O PROPOSED 8'' SANITARY SEWER (TYP) ° T Q LOT N T �98 �91 o 11. : PROPOSED 8" CL 52 DI WATERLINE 'S'�/ \ Q -- - - I - I — — S _ ' E 16 „ I ' zo' ACSA UTILITY EASEM NT ' p //� Q o u I — .. LOT I 1 2 LOT fi 3 3 e qq 1 I I \ — LOT LOT 1 0 3 LOT LOT D.B. PG. /Z�ic s� W I II LOT 127 128 129 3 I o 1]1 - 11 LOT - 197 PIROPOSEDSANITARYSEWER�92 1• \ A,xl,ro F% \ J LOT LOT + 1 .::• ... c p Q L 12 126 1 I LOT 0 i LOT I 168 3 SERVICE LATERAL (TYP.) 3 L /y — 124 -� LOT I LOT � > 0 12 PROPOSED SANITARY SEWER I 3 _%N ' 1 3 I o I I SERVICE LATERAL (TYP.)- - L - - - - - - 3 ] LOT �96 — — 'I 193 I 1n ' •j . SPACE. A. \. '�s° LIJ PROPOSED FIRE HYDRANT_I - 5 MH_ 2 PROPOSED WATER SERVICE LATERAL (TYP.) " �'. ' \ 4 _ _ — 3 169 0 (�.4$9•AE1 ' H - - PROPOSED WATER _ - ASSEMBLYw/8"x6"TEE -I LOT 3 :� \ Q SERVICE LATERAL TYP. - - LOT I o : r O J (TYP.) _ 1 Q _ - _ ... •, ---- - ____- ;; ., � .� ' .. --- 195 I 194 II MH-�7: PROPOSED8"CLSz 1 y � .f' J 3 u DI WATERLINE -I 0- •. 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LOT 8 I LOT — -i t ... \ \ °° LOT 8 3 •J- I 82 LOT PROPOSEDSANITARYI I I I {` / / M / F_ w I �# _ { \ SERVICE LATERAL (TYP.) I I ---J I 1 ' " �. •LL , •/ / / �O ~ce PROPOSED WATER LOT $5 I 81 LOT I _ / / °So 10+00 __' SERVICE LATERAL (TYP.) LOT 86 I I PROPOSED WALL I I / - (MAX. HT. - 6') I I ` /' / / / LLI I j 8o LOT j LOT LOT LOT LOT .. ' l L l j gtil LOT 8] 1 I ]9 I I 77 /• • ` ` / ( 220BACSA UTIICL�ITY EASEMENT\ / � � \ � Q LOT 88 1 I 1 I� `.::..` .. '.. I I I I I I 6 1 •': ': -` J: //Ec ( p e NG g I F 1 I 1 I _— - - _ _ I I I I 1 �': :-LL'V.e `'. �/ / . / / pe licRo RQ 0 I _ � - I I I I I I I I I I - . �, . • LOT / / / qp O >' . z _ 9 74 �. ;. ,` / p q.CD l / l ` G4gR/ /�/ so o O Q 1—'-`•e-`. _ LOT /)/ / \ // / °o N (n . - ` —. _ / 5 \\ /// 73 / / / / / PROPOSED 8 x8" TEE I /Lu — — - — I �y SWM FACILITY & �� / PROPOSED 8" SANITARY // /// & (z) - 8" G.V. U J / / (PROPOSED WALL - I \. _MAINTENANCE EASEMENT - - ��_, •- • C%-\ \ \ \ SEWER (TYP.) // LOT / i \ (MAX. HT. = 6') I % •D. 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B 9Q G� v o . \ <v q° ) 3 w o _ zo PRIVATE DRAINAGE EASEMENT , • , • , • . �•:. �� \\ / titi _ PROPOSED 8"HDPE ROOF/ 23 / �ro p 3 \ v \ z \ PG. r �% RF-zo FOUNDATION DRAIN SYSTEM / ' a m o a x) i • Co G R= I 6 �. O 9 LO 2 - I LOT 73733 � 13 :. .•.•.'.• ,. ,. .1. TO'P�. : •' y \ / � / F-Oxd�. y_cn - -•.o � y 2O \ / \ LOT 4 ° �' - " . ,o S 9 / zo' PUBLI DRAINAGE EASEMENT vi z F N N o ) LOT .. T FE-738.bo OPf=A1 .. \ c ° FT \ / 239 / u 2 ° s Q 1 \ PG. N N 34 O SfJA�E.A. zo' PUBLIC:' • z6 / / \ / ° w 3 N w 346- L T W DRAINAGE EASEMENT \ . J so \_ / _ \ 40 )y LQT- z45 EX-i6 N G R�737 33 o . ' . 3$ 'f `✓.48.9.` .\� / Y - - 4� V 7 r+i I I 1 � ,n � : • -z •'. • . • D.B. PG. � ay / � %•' / / � I N > > m: � � . � LC W N y YD- A LOT FE=73 ° o I I ROPOSED DRAINAGE SYSTEM, -: • \ `. \ 22 o. �/ / RF-i6 y / a L T = _ - 24 �44 lo' PRIVATE g 194 \ RF 18 xh / / PRIVATEi - - 242 RAINAGE EASEMENT z 3 Q /PROPOSED z2" HDPE 2R z41 X-5o ,D.B. 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J PG. / Q \ 6 v \ '.. /RF-1 /��� \ LOT I i i' - LbT - LOT : NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE \ ° \) \ / / 54 / / z6 / — 1 / 1 (n 7 8 \ INSTALLED AND STABILIZED UNDER A MINIMUM OF y' OF AGGREGATE �� o- - / zo' PRIVATE DRAINAGE EASEMENT // 1 \ _ I' - 6PRul EVENT CRUSHING DURING THE CONSTRUCTION PROCESS. / _ -- - - No %, // //� YD iA 10T /// I \ I /II / -_I -- LOT / / 1 / / - - - - - - W / 74 - - - / - 12 zV CD z � - - - ATE PHASE II PROPOSEDVDOTSTD.CD-i, o° PROPOSED DOT STD./ '✓l °x N : / BREACH z LOT/ / / --- �/ i U 0 Bl G 2 / r ' J��QQ x` / / / / I 1 I - U) W 7� 6 y / /> / —5— " / 6 73 LOT _ $ 4g,R / r M e / %°off g LOT - - / do �- / W i 51 / ti ' / _ / h LLJ - '.LL` �•� : T \� , J� \ % / 7z - �sxsO LOT - - S / \ / PHASE / L (j A � M �/ IEc NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE x 29 �/ _EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / 9xoo M y LOT �i 20 / i ry"� \ O �o / O 720 n // / // 30 / i �� % �� T\ / 0N .,i_i. �_•'�BxSO v Lu � F w V ` ` • ': • '. • - .� . . • v / � / � 7/���� — c' - �� 31LOT LOT /j // 4 ° 6� LOT / / 22Lu �69 � LOT V i a ioo'WPO BUFFER (TYP 32 s�T 23 a 1xn ,To 8x° v �/ 24 V I JOB NO. VDOT STD. CD \ o / n A 30A 15 60 20 PROPOSED \ \ / \ ,� ' 182154 68 / i / . \ \ • . � \ 1 LOT SCALE PROJECT BOUNDARY(TYP) 44 1 = O _ � " .� _- S ti � � /1 A / / '• � - ( IN FEET ) \ . _ ,, � 3 SLOPES STEEPER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX J^ \ MATCHLIN \, \ / / \ \ \ 1 i Ach = 3o ft. j / SHEET N0. WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT RATE OF I......��. LOT _ 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) �OEE SH ET 13 \ / \ S° \ % S / / LO.T 11 SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX - - _ - - - - TH 0 WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT RATE OF NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - - 6o LBS. PER ACRE OR i LB PER 1 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) / �� EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. - - - / /io' PRIVATE DRAINAGE EASEMENT / " - L / �4 �� D.B. PG. / / - - ----- SC SZ YD-4B ROJECT BOUNDARY (TYP.) - _ - / U o. 5 -. / W. - ' w ;� : �. _ w w w w w w w---------- w------ - _ .oho N7/29/2 �4 ;_- . . . . . . . . FEIV- - IV _ _ ' - PROPOSED $"HDPE ROOF/ I FOUNDATION DRAIN SYSTEM - - - - - - -- _ �-� -w, - - - .�Aa1 1 . •YD-yD i 7573 `� - I / LOT I j. 54 75 u>� - 6 LOT - - k LOT 52 SP CE 5 1 .� . • , •' '° 666 7 - SLOPES •t LOT 1 1 I �'. _ i WI HAN ;. •. ;. ` 'Z \ LOT/ 1 0 5 l� . (n g�qC� ': - MCCOMBpSTREET T - 60 LBS. P 0 \ \ LOT 1 3.49 -^ -^ �..' PUBLIC ROAD 56' R W - - - ,• - ' - l/ i i LOT 1 T mD 11 7° J 11 •'f D.B. PG. 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PG. b/ 3 o / I 3 w � ----I _ I I � / o +5° w 11 U - I _ 00 _ - - - - - zo' PUBLIC DRAINAGE EASEMENT w I PHASE III o _ _ _Ln M z9 44 CLING LANE �\ :.�' - � Tc� T �'� -�v - I----_ �17 �J �J I X°J°� \ So' PUBLIC RIW ° �' �p0�p0 ° u ° = m 75z lo' PRIVATE YARD DRAIN SYSTDEM D.B.z6y��7 / w O+Oo 6 + 6 \.B. 4 #�.= N „ u „ ,, 1 °,� °° J I I DRAINAGE EASEMENT 70 ••70 / I I � � •° \ RF-14A G� rrfA J J u, �' °' a, ' ° LOT G RF-1 A 5 5 YD-11 746�p� b _ - \ ;�7A 30+50- O G G D u 11 v oo ° 0 161 7 I o D.B. PG. - - - %° o , LQT � - - � - -TIE-INTO EXISTIN 1+1c32+oo - - \ W \ 11 J^ v �o J p J 160 I - - O - h - _ -a>� I o 74z - - - LOT ° o PROPOSED 159 PROPOSED lz" HDPE + 75 749 5 _ - - - - - - - LOT 1 158 IYARI R, SS M L 3 /j -7 - 46.0o~� _ _1 � �-�/o�Av \ w LOT --- _ h O G1 J / S] � � � G R- O � _ RF-5A a O y \ 155 /�56 PROPOSED 8" HDPE ROOF/ 370 LOT ,I LOT G R 747 ° lo' PRIVATE FOUNDATION DRAIN SYSTEM FE=747.6fJ I " I B - / LOT =75 3 1 \ A- - DRAINAGE EASEMENT I 20CI lo' PRIVATE 1$ ROP05ED DRAINAGE SYSTEM / P EXISTING lz" CMP I53 I - - - - - - / 3 CULVERT TO REMAIN / I 139 E=758.� T PROPOSED 8" HDPE'ROOF/ - D.B. PG. -DRAINAGE EASEMENT 5 LOT I \ \ \ s Y 1 \\ I 756 34D 34B f AR=749 7 / G R 7 I- I 2 LOT LOT 737 3^ N N + FOUNDATION DRAIN SYSTEM 145.67 4+0/ FEE= o. LO G. o� _ 2 LOT LOT �\ - - lo' PRIVATE 75 33 B - LQT 5 2 33 io' PRIVATE, w N N / I LOIN 757-�3 - - FE=746 33 232 LOTS ! -zE RAINAGE EASEMENT YD-io 4 203 / 1$6 3 744 m „ " ,i 231 DRAINAGE EASEMENT ! \ o N N / 25 / lo' PRIVATE 13 i.6 - D.B. PG. - S / I I u A m D m D „ 230 \ \ 8�� - - _ L - o G �R= m D m D.B. , PG. 736 50 \ n n DRAINAASEMENT AR=75 / o I zB RF-6B 752 74 / - 74 4_ - w� / D.B. PG. FE= 4 + 5 F E= o to r / LOT 7 YD-zD RF-z5A S N 749 /LOT y LOT E=745 4 6 I 3 0 w m _ b° o u w z _�� _ - - PROPOSED 8"HDPE ROOF/ ) I LOT 4 I I / 202 I � I 18 ° � / 11 3-37 4 FOUNDATION DRAIN SYSTEM GAR= 6.6 YD- D - + °a > 1O � / L 5. / PROPOSED 8" HDPE ROOF/ LOT Cn46I°O 162 3 OF/ g I N I i i 'c ° / / \ o PROPOSED 8"HDPE RO OT G R=75533 7%I 4z r F E=747 3 - FOUNDATION DRAIN SYSTEM 747 zo / G R=743.00 zN / FOUNDATION DRAIN SYSTEM- E=7 GEAR-75y.o �76 AR= 7 FF -f47 7 LOT / LOT 5 - _ - _ la - o 22g / J' 75 .00 L9 LOT 4°'o EE- 746 6 n 743 33 FE=743 67 L 3 _ - - _ io RF-zoA w / YD-3D + - RF-554 7- - - I LC1T E=7473 7�1 3 1 II / PROPOSED 8"HDPE ROOF/ - - �1' o LOT O tr �- - - I I 201 / I 188 U- w / I - ? 75 16 3.o' PRIVATE DRAINAGE EASEMENT - - RF-uA - - - ,1 U-2 /� I i � _ "- � LOT I 11 3 i - - - - � .' FOUNDATION DRAIN SYSTEM /I / � QQ- 13 22$ w In / PROJECT BOUNDARY (TYP. ---h i I- - _ _ AR= z 6 D.B. PG. G�R=745 7 / G R=74z 33 _ l I ° \ RF-zi I / F� �o° L ~ G v - ¢ LJ - I / I GT - / 75 � � i - I I 1 w / � � I - RF 4A 4 E=753� �75 I I LOT G R=743 �` , I o 3 - i, F E-74633 ,LOT IE=743.do �o \ ..6.1 CC In / / I - - - - - - FE= 6.0o RF-1 I PROPOSED 8" HDPE ROOF/ M G / lo' PRIVATE DRAINAGE EASEMENT- I, ' ° PROPOSED VDOT STD. CD-1 I YD-zC i6 74 + 7 200 I / I 189 %!FO w-FOUNDATION DRAMEM' / g �1� 10 Q D.B. PG. I I LQT LOT I 4 "+ 43 °0 743 33 43:0o RF 19 . I o \ _ w 74 \ �� I = 3 0 lo' PRI ATE I l0+50 0 .,1'° N z / PROPOSED lz" HDPE ��^, 135 =7536� RAINAGE EASEMENT R=75z'o 174 I I 3 33 AR=744 - - - - - - - 7 96 3 * V A i 6 �Q RF-16A i " l+ wLu io' PRIVATE i ID.B. PG. FEE=75z 7 - LOT FE=744 6 - 34 - - - PROPOSED lz" HDPE I �- - - - 68 0 \ / M DRAINAGE EASEMENT YARD DRAIN SYSTEM Yp_3C �� Ri7 - / D.B. PG. YD- E 7 .00 A LOT 51 1�o LOT 1165�=744 0 3 LOT RAIN SYSTEM I 3967 I LOT 7I G R 74 .00 RF 18A 3 - ° + AR=75o.6 ." io' PRIVATE DRAINAGE EASEMENT I E=740�7 6�0 _ _ ayx�0 w N YD- F 753 oo r 134 E=75z I 1, u " .. I o 173 R=743`33 , .In - - _ \ - Q / 3 7 4 " 3 FE=751 3 I I 8 D.B. PG. 399 I 190 O II r LQT E-744.bo - - 23.2 _ PROPOSED 8" HDPE ROOF/'•. O (" AIR=74z o PROPOSED 8"HDPE ROOF/ �\ N Z L�PROPOSED iz" HDPE-- / 166 o 3 3�° F�=7�1. 7 LOT I I LQT FE=-7o9 03 70 13 FOUNDATION DRAIN SYSTEM : FOUNDATION DRAIN SYSTEM N 172 YARD DRAIN SYSTEM G & �4z.6 + f`• ' ,�� 74 Q J / - - -I 3� FE1= 0.6 aoo E_ 8 N T 3 1 $ - ^ I i 1 1 0 lo' PRIVATE DRAINAGE EASEMENT' \ ? PROPOSED 8"HDPE ROOF/ 75 LOT 9 w 9 ° \r > 6 PROPOSED 8" HIDPE ROOF/ YD-zB 1 / -743 33 3 / 75 _ FOUNDATION DRAIN SYSTEM OT I I LOT 67 x AR=75 3 5° _ _ LOT � 0 3 E= z.o -r G R=738 00 � tiG LOT LO 1 O I 132 F E= l.00 FOUNDATION DRAIN SYSTEM �+ 74 LOT 1 3 75 II II I If GAR=75o.o / 737. __ 38.� D B , P.. - . \ � 0 7 - 9 1]1 / G R= PROPOSED 8 "HDPE ROOF/ oo �'� FE= SP�O I ' :PROPOSED DRAINAGE SYSTE 73 / 06, W Q L 74� 33 1 i 1 2 �� • O /� J Q ] ^ c� ^ R=75a -o S FFIE=75o - LOT E_ �'. �. e q G O 'LOT LOT 12 128 v + + �{i.00 FOUNDATION DRAIN SYSTEM' - , lo' PRIVATE DRAINAGE EASEMENT 'T �L I 2f1- T� m m :a I �LCar E=7 1. u o II GAR= I N I� /G�II I I I I ° R=74o 67 � � 3 •' �' ' ly�iC' J` L D n ❑ u I " 40 -o _ 749 33 - _ v i 1C8 /lo' PRIVATE DRAINAGE EASEMENT I ~°/u G R= 6 D.B. PG. �O 1 T 12 m �, 1 I RF- /o LOT i _ I 737 33 •�.�• � i 12 m A A J I T O 'p 74 •� 3 4 11 11 11 ,>� W � o I 1 1 / •• 7 I _ D.B. PG. 33 LOf I LOT 4� � � ,� y q cc 0 m u 3 FE=7 8. �P.N n I _ - - - - 1 ° RF-6 170 YD-zA 8�/0 / 1 6 ?93 3 Ibo , . `O tc -n G� rrl 11 z I *i v, v,+ / o I L - LOT E=74z.bo 36 -0 9 / - ' . 16D �' ' �S'PA'CE.,4. zo' PUBLIC \ G 9� , W L.L LL.I �^ A Ji b - - 3 4°33 1 i + G(aR�/4o.00 _ •� DRAINAGE EASEMENT f� - v I I I `"`��'. ow RF-7 YD-A5 3T i� � -.I ,' .-..- '' I •• `/ -• ,''�/ �S° � � 1 J - s J o - - - - ROPOSED VDOT STD. CD-z - - _ - 69 3°� F E o. / 'I "I G R.737 33 0 3$ _ 1".4$9 �E1 ' D.B. PG. _ , PROPOSED 8 HDPE ROOFI 74 7 LOT . I-Q� _ 1 �' A 40B 5 � FOUNDATION DRAIN SYSTEM 3S I / YD-gA 1 N I M'.�; : _ •'�' � • z O FE 7 0 7 ° ROPOSED DRAINAGE SYSTE RAMBLIN \ 7 ! ` :.L9 - 3 RF 18 I .� 7 A . _ OI( LA E _ RF-15 73633 YD-g z �N -� s• PROPOSED 12" HDPE / PUBLIC Z to PRIVATE M Sa, � °o-M o D.B. (49 R/W) - 3zB � - - - - - - - � . i:• .• � � '_• • 7z 1 � Q N DRAINAGE EASEMENT _YARD DRAIN SYSTEM / / �.� . M IPRUP05ED 8 HDPE ROOF/ �'. D.B. PG: M� i "_ - ___-_ z 0 z + o- �7 / z8 z6+5o w \ 30 �� - i =L= FOUNDATION DRAIN SYSTEM •• " F i6F; • PROPOSED VDOT STD; CD-i' ,.4h 7 5 / z6+00 ---I- - z + -i= to PRIVATE DRAINAGE EASEMENT \ _ Y PROPOSED zo' PUBLIC: I U 4 zg+oo 49 zg \ / z + 36g 5 0o M D.B. PG. - -DRAINAGE EASEMENT ;;N __xx o° D.B. PG. nmf ' N W •; SWM FACILITY & MAINTENANCE w ,, nn ' V '.PROPOSED 6' WIDE _EASEMENT= D.B. PG. z4+o 13 \ z3+0 _ 1' A \ zz+ o- \ :: / REVERSE SLOPE i / o 0 OPOSED DRAINAGE SYSTEMI - - / > i :' i - _ y i. � ,., � � DRAINAGE BENCH I ��, - I / .. z - - I o - / I / •. .I I y }a+ � � S_ - >• 3z .'�` \ to _ -�.� . Q o 75O.50 i I = - - _ I- ' PROPOSED DRAINAGE SYSTEM _ S _ _ 5 - s - z W DO /I I T-7 �6 FFE-746d AR-743 I a- 0 SMT=73 .5o f FEE-744 AR- 1. I m - }ten -- - - - \ - - ° 7z �- -Z4-3 I I IT,, / /I " � � ' '. � • %h A -755 67 I=7�4-8 \ 7 z BSMT=74 z5 I I I j4z.83 I GAR- BSMT=74 .00=737_ GA_R= 6. 7 �" - `. -757 / I =756 33 6 LOl` y -73 7 Z3- 7 GAR J3Z L LL �_� ".4 zo' o (n I..I..I �• 7 a5_ �3J . I - I FE=7393 FF �. • `. - °o E=758p I 61T=746.So I -,LO� / / � 8 LOT � - R=74o. 0 738 7383 �-- 75 / LOT 3- r 7 533 BSMT=7z .5o I I / 76 \ - T LL6 SMT 748. 7 / - - 7 y 8 / - ' z34• 82 7 6 LOB = 61 MT=7z o SMT=7z .27 BSMT=7 0 l l - • ' /, . • " ; %- 1 . al. 't3 SWM FACILITY & MAINTENANCE 7 4 LOT BSMT=73o.83 I / i " e l LL : // �M ° izBLu So LOT I 1 86 J I(I \I \ EASEMENT - D.B. , PG. YD-5 ' yp SA 81 LOT / / / / / \ / - I f / / / _ _ xsO - � 0 I I PROPOSED WALL T I I 7 z I /LOT NOTE CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE y 3 1 ° LO/T �7 I I � , � /I I � . -4 , ; . � I I I _ 79 I � LOT 7 ° / LbT - LOT '.• y •� � 1, � �, � � LOTz 7 I I (MAX. HT. = 6') T2 ROPOSED iz" YARD DRAIN SYSTE I -- - / ]] / \ 7 8 \ INSTALLED AND STABILIZED UNDER A MINIMUM OF y" OF AGGREGATE �; oo- J Q $ WALL MAINTENANCE EASEMENT I o '- �_- - L I I I 6 TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. _ - ti o ' $ I L Ili A � I I NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE � LOT / / lz ti � ( Z 9 B. - ' PG. 736 733TV/ 205 \ 734 WALL MAINTENANCE EASEMENT _ _- - -- _ INSTALLEDAND STABILIZED UNDER AMINIMUM OF4'"OF AGGREGATE PHASE III y �• 4. _ o D.B. PG. - ILL• ' - . O O Q / o \ � TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. � I . ' -'\" • \ • • ''\•/' • �/ � ! PROPOSED VDOT STD. CD-1, � � � � °x°' _ eylu 732 \� � - •./''�/.�. � // LOT/ - ? - / ee( - >741jW / 734 � � . 'f )2 I', • ' \ � � � ` 7z8 �. � - 7cMyo- 7 \ z a Q Lu - / 742 735 r i - - - - - -- ✓ : {� f \. \ \ PROPOSED WALL•. .\' ���� '� / / / \ - - �\ l / / - / / A /9' / -(MAX.HT.=4') - - _ - / 7zo r - r / LOT / ado / Q/ " PROPOSED WALL \ -�- `" .. (MAX. HT. - 6') / I \ I j / - - - �' / - J/ / // 72 - WITHNATIVE \ I 3' i = le _ w , • ' � � PROPOSED UNDERGROUND STORMWATER MANAGEMENT WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT) RATE OF i �'� _ - - " / i � - / � o i f (MAX. HT. = 6') \I �\ '/ 24 - f FACILITY'C' - SEE VSMP PLAN FOR DETAILS 60LBS. PER ACRE, OR:L LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYPJ _ • : • t ". / / a In �. i (WPO2oz000053)� / LOT / // JOB NO. I (.182154 / // 1 -y / -- - -- /% SWIM FACILITY & 0 Lu SEE VSMP PLAN (WP0202000053) \ `MAINTENANCE EASEMENT --- _ ` J w _ ; • ,�`� - 7zo / / / SCALE - - - / LIMITS OFSUNNY - FOR SWM OUTFACE DESIGN \ - _ \ Q.D.B. PG. U - \ \ / / - ' / 1" - O' - - ---.- -- LOP j / / -3 DAY DAM BREACH I loo-YEAR FLOODPLAIN (TYP.) ! - ' I- w :" } / -car o o . - \ _ n FEET - Q-w - �. \ / // 70 / / � O _... - � � r ___ _ _ - _ "�_"Cr .';.-' .' SHEET NO. 30, fL. _ Vl •�- /. i / /' / / / / � � .� Tr �o ,-' --_- : -� �� `�7� \ �---' ---- � - - - - --- - --__ •-." •LLB-` _ � ^ �i // 12 -OPEMIXvvv vvv v r RATE OF \ LOTSE (TYP )1 \ EE SHEET ii \ \ 1o8% 6� \ \ / \ \ \ PROPOSED zi PUBLIC / / \ 1 - - - - / / - / - \—w \ 4» "' / DRAINAGE EASEMENT, - - 1 \ / o \ // - - - SCOTT R. CbLLINS Z D.B. � PG. / / - - - - - - - 1 — - \ — w \ \ - — No. 35791 a w LOT / w 7/29/22 ,0 70 \\\ \ \ O O O \\ \\� \\ \\/ //// \65 % J i \ �� �" v / \ o- I w En \< w � / I Lu w Ln PROPOSED SWM FACILITY & \• / / - - / / / / c`�� - - - �� O \ \ MAINTENANCE EASEMENT \ \` " ` j j \ \I /' \ �`. • \ / / // PRO z YARD DRAIN SYSTE / _I a5 of / z `\ 1 PO S �1 o £ POSED i " \ \ \ \ \ \ \ \ - \ LIMITS OF PMF 1 \ \ I - - ' - I / / / YD-3G O VAR. WIDTH SWM FACILITY &' ;; '� / - EXISTING SANITARY SEWER MANHOLE (MH-EX-iz) / / - v m ✓ O \ ""c'� MAINTENANCE EASEMENT \ '• • +_�'.\ / DAM BREACH \ \ - - - - io' PRIVATE DRAINAGE EASEMENT '757.0o H w z \ RIM TO BE RAISED FROM TO 6o.zLn D.B. PG. \ \> ' + \` e•\' " / EX. INV. IN= EX. INV. OUT= 6 D.B. PG. U O \ '. \ •�, \ G + "\ "• + 747J3, 747 5 N £ z +\ \ io' PRIVATE DRAINAGE EASEMENT / - - , -758 6 / / Ln z � \ \ PROPOSE NDERGROUND STORMWATER MANAGEMENT / \'. •; / . �. ` \ I D.B. , PG. / 7 S / / ,j w .. i SLOPES STEEPER THAN :1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX x - \ \ / FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) 3 S / - - W m WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF PROPOSED lz" YARD DRAIN SYSTEM / / / o / i - ^/ a \ \ \ ��� \\ \ ° \ ` f• LL f\ - » ' 6o LBS. PER ACRE, OR 2 LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) \ \ / / / / 1 ��io' PRIVATE DRAINAGE EASEMENT ce SWM FACILITY' \ \ \ - - - - / / r LOT w / + 1 758.00i a Y &MAINTENANCE EASEMENT \ O � 0 � " " � / / \� - -T - \ - - _ I � PROJECT BOUNDARY (TYP.) �' �� �� � �+ D.B. PG. L \ \ ° \ \ \ / % + + + " \` io' PRIVATE DRAINAGE EASEMENT I \ \ I / /LOT / LO / 12 Ow \ O \ \ \ / \ `�,., D.B. , PG. / `d \ / + _y YD-6D - LOT 122 3En + D.B. PG. \ \\ O A A\ \ \ O O O \ / - - ) \ /EXISTING SANITARY SEWERNHOLE MH-EX-ii v v �6a LOT/ SEE VSMP PLAN (WP0202000o53)/ / %�/ `+ • O 1 \ / RIM TO BE LOWERED FROM 76i.gzT0758.0 \ _ - YD-6C LOT 18 / \ \ FOR SWM OUTFACE DESIGN �. - j " / / EX. INV. IN=745 99, EX. INV. OUT=745.82 / 1 .I 756.67 i r PROPOSED 12" YARD DRAIN SYSTEM _ 'YD-66 LOT LOT 11 c m o % Wo.i; W r 7 ' � / \ zo' PUBLIC DRAINAGE EASEMENT 6o LOT 3.12 D.B. PG. LOT \ 111 y A v \ PROPOSED 8 HDPE ROOF/ FOUNDATION DRAIN SYSTEM LUnNi nNi / •'�•' S-5 / � 1O9 � \ tP � � l�D �•O � / :, ' .. a+OO LOT 10�` mA \ m °f�4 �y / �3. n n LOT 107 m TC \ \ €7 o o zo' PRIVATE DRAINAGE EASEMENT / / / // / \ / / }5{� S,�! ➢�4\Sa. `LOT _LOT 106 i _ , / D.B. PG. /- / / = 6oD 301107E m A _ m $ • . RF-i \ Mai / / \ / / / / / / / i• ` /� LOT 1O5 m m A uo� iW m ro . RF-u /M Wl 30+50 +•,.• �� u v v o OApA / _ _ �' PROPOSEDB"HDPE ROOF% R - / / • ` : ' • ' • ' • = _ - m � _ "m � '�% � FOUNDATION DRAIN SYSTEML9 o Pp8 % -5- SWM FACILITY & MAINTENANCE / / - 75 - - - _ __ - - _ 0 w , - / EASEMENT- D.B. PG. % j�� -'✓ ✓�' / ' / - ` , °- 4A �AMgUNG R < y1 GEAR=ZS + o ,X / / / / / • ' •5. �_ - ' -� / � -/ / M \ �� �� •PROPOSED 8"HDPE ROOF/ ,_ - 32+0 _ , , /S � � \ • I Z r�- -' `, • �% / ' G R=758.po S TB - FOUNDATION DRAIN SYSTEM - 760. o / 6¢B . LO V t� •f . FF = 8. \M 754.67 _ _ y/` _\ 44 - - - a S,/ GAS, oo / _ / N 'k° 75 _so PRIVATE DRAINAGE EASEMENT 2+5 T-75 7 4 5 rFE= BSM \ / / / \ / / / / / / / . %. • � � / '� / / \ / 102� / X 75 js�T� _ - -� - - / 6oB RF-izA ' D.B. � PG. 3 - , 6 -x� ,� \ \ yA�S .67 7 8 \ BSMT594 / // / / \ / // / ,��- .•�.`` '• _.��—�\ ,� I,/jT7oo � � M � 33+00 \ LOy I 89 PROPOSED DRAINAGE SYSTEM 1 M5�37T� / \� \ G%>g 35 \ BSMT= 50 �O ( �0 / ( _ O �� / / / % • ' \ / / / ' r �0 A O /�/ / i•'_` %;" --- / \� /� / 1 = - - —\ �6--� — — LOT \ // \\//\ / N /G R N yo - f =758.� �� - 34 \ GARS - L.Q f - 9 - \ / \ qz ' PUBLIC DRAINAGE EASEMENT ., ' \ �� = - \ \ / I Q /'� \ '• ••�. • ••/ . � LOT 1 4 a 6 , - - fFE-7s7. � SWM FACILITY &MAINTENANCE \ / / D.B. PG. 34+5 - - - - = 6 \ \ - \ 93 \ \ \ / r / + < 1017� A BSMT an LOT — \ - �- •`�- _ •',• � /-EASEMENT-D.B. PG. \ / � /' ._�• � _ � = _ \ \ - - -� 1 .. -LOT- PROPOSED \ ' -•' . - , '� �. '' \ . \\ cam- ..� \ %COI/ r i 1 - - \ - - / / / I '� ST RMWATER �4� \ � / . .. , \ �-.� � � 1 GAIN 4 - 477 � �� -. •• - MANAGEMENTFACILITY'B'- \ � \ �' -, 757�33 r 1 LOT _ � \\✓ J � -1 1 FE=756. o ---- � \ \ --�_ \ ---�+. -;�- / (n \ \ \ \ \ SEE VSMP PLAN FOR DETAILS-, /r� // I FF-758.00 \ 1 1 \ / - �, W .P v rii. --753:42 BSMT .6g -� �` \ -- A �� `•'!•--+/-.• •( %. (WP0202000053) V -- �:A • LOT / / / 5 56 . f 1- - LOT \ V A\ _ \ - _ 744 \ �� �/� ��� ;a;:•% 100tw v v /'� \ �• m /— A V A r / vy\V:A. 74P \ \ \ �,\ \' \ _�• } / LOT �98 744 742 4- _ S*A -. ' 3'7- Q +, 99 1 WALL MAINTENANCE U / \ . • 74 • - LU z,- - / ./// (MAAX..HT.=6') PR \ \ aoo' WPO BUFFER _ - - - \ 74 \ \ \ _'C . �k • ' / „%�..' SLOPES STEEPER THAN 3a SHALL BE PLANTED' \ r - 73 / n Cl)Ul - - - - - - - - ' r.c \ \� 1. // SWM FACILITY & \ \ \ v. /i / »„ \- \ \ WITH NATIVE STEEP SLOPE MIX WITH ANNUAL / r \ / \ \ f % • / MAINTENANCE EASEMENT \ /� / '' RYEGRASS BY ERNST CONSERVATION SEEDS AT L~ \�'A RATE OF 6o CBS. PER ACRE, OR i LB PER i,000 SF, \ /o \ \ / D.B. PG. _.,.,, i . ) \ \ \ \ \\ _ _ - - J / UNLESS SPECIFIED OTHERWISE (TYP.) \ / /+ \ »••l .,,� I / \ - / n! LU \ \ \ SWM FACILITY & MAINTENANCES / \, \ ` \ \ \\ EASEMENT - D.B. PG. _ / i / / / SWM FACILITY & MAINTENANCE \ . \ \ •, \ \ EASEMENT -D.B. PG. \ / \ / y,,.°.� - / SEE VSMP PLAN (WP0202000053 / " / / OPEN Spp( --�, uu O \ \ \ v \ \- / i / i FOR SWM OUTFACE DESIGN .,,_„_ / / O "1,,.;, / J »,. _ ,;. — / . / �o (WROBUFFER .,,.,,.....,,_,,.,, ! „ H \\ \ PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED / _ _ - »„•" O O �'�, \\ \ \\ \ \ \ \ OUTLET OUTLET PROTECTION vv/FILTER FABRIC - / LIMITS OF SUNNY !� . - r ` / •" / // O O I O O J LL( // DAY DAM BREACH i i / / »,,._ ' // O O 2]�A O O 0 5. o 0 UNDERLAYMENT(L=zo', W2=6', Wz=2z', D=z.S') / i �'•�- �\ // / \, 'O O \ ,�'�, \\ \ \ \\ / \ // / / / - ✓ �,,._ Y, ,. _yam �.,,.,_,_, „ .,,�'' \ \ / O Q \„� A \V AAV A �/ v j / ! - ? / .,,_,,.,,:,L :�^»,.• i EXISTING STIR EA. Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 53 24 7.1 18.2 24 55 24 8.6 21.2 24 57 24 9.6 23.2 24 /_ v -Z- / °o \ \\\ \ o o o p / // __GRAPHIC SCALE \ _--\ / — \�1--------�---- 4 �. ao o 15 -ao so 1201 ao y \ °\ IN FEET 1 inch = 30/tt. _------ o O O N •\"` 1 ' ' / ° - - - -- _ ROJECT BOUNDARY (TYP.)/ \ - _ ioo-YEAR FLOODPLAIN z LU 0 LU Q 0 Q �Q J 6_L LU J Q zz i-1 Q LL- o 1 N 0 LU z Q Q LU LU (01 V z V ) LU w Lu Ln JOB NO. 182154 SCALE III = 30' SHEET NO. 13 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQ UIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VOOT UNLESS OTHERWSE N07ED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL: VER77CAL). KHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3-1 OR BETTER ARE TO BE ACHIEVED. 6, PAVED, RIP -RAP OR STABILIZA77ON 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 WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAMC CONTROL DEVICES B. UNLESS 07HERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WiTH OSHA STANDARDS FOR THE 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. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL INSPECTION. vil. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OFTHE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. vile. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS ATTHE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. TRIP GENERATION CALCULATIONS L/ ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 ° PHASE IIA - 10 DWELLING UNITS PROPOSED 94VPD 7VPH 10VPH -- (47 ENTER / 47 EXIT) (2 ENTER / 5 EXIT) (6 ENTER 1114 EXIT) :..:..� °•L" T SET_ _� ,.., ' PHASE IIB&III-28DWELLING UNITS 264VPD 21VPH 28VPH- °r (132 ENTER/132 EXIT) (5 ENTER/16 EXIT) (18 ENTER/10 EXIT) i• ' ' °T �* s6 L, � - : _ - � - " Q / CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 366VPD 23VPH 28VPH LOT LOi M PHASE I 50 DWELLING UNITS PROPOSED ° C�N (183 ENTER 111183 EXIT) (5 ENTER 11118 EXIT) (18 ENTER 11110 EXIT) oPO� \ PHASE IIA-14DWELLING UNITS PROPOSED 102VPD 6VPH 8VPH PHASE III (51 ENTER 11151 EXIT) (2 ENTER 1114 EXIT) (5 ENTER 1113 EXIT) L°T - L°T L° 1062VPD 67VPH 82VPH 1I/ ;°T '6° °i PROPOSED- 145 DWELLING UNITS x `°' `°T � - - >B3 ;�; * ;�' i°o 531 ENTER/531 EXIT 15 ENTER/52 EXIT 52 ENTER/30 EXIT 1,888VPD 124VPH 156VPH ' TOTAL -247 DWELLING UN ITS PROPOSED °9OT \- "°aL° 944 ENTER 944 EXIT 29 ENTER 95 EXIT 99 ENTER 57 EXIT •� 1 ;°, , � .°. `>� W ' S 6` 0T. " *TRIP GENERATION CALCULATIONS BASED ON ITS TRIP GENERATION MANUAL (10TH EDITION) "'°T 1 "° :°3 � goo I ;a; 4�A�T- Lor , _ „6 L°T I p. z39 O LOT LOi / L EXISTING RAILROAD ° - ° 8-2 ADT No. 35791 ,a 7/29/22 LOT va9 =O° a3a v68 t96 A ::•.::O.:O:::. .: '.:. I L°T 1 T L°r LO LOT 8 OT LOT ,g0 \ \ T LOI ,a ,a] i '3 i. a]• ,69 - v95 .. 1 (� � L / O Z J I - \ \ � � LOT aa• �' T - -- U DO LOT Lo w ,- 1DT i <e x F�1 o LOT ,a; _ _T. - , -, _ � / W .aTu ,/•�/ z M O F- , IT 71 Z e n r,. Lor m Lm L. ^ -..„, Q > PHASE u W `eT ea 11� OT I ' '�T a Loi ao Loi µ.. � � O:. LOT - - - -- � - � • � La] LU ce P v` / 93 fin: ..:.._ e \ _' PHASE 1 .. OT .... LOT .., 1.._... ®. .. ... •e _.\.. ... .•. •.•.._.._ ... T a.- POD I ao. LOT �®• ._ °, �. ., :, ;;. ., .:. \ ,` 06 � L°T ' + r E`5C: a .' / , -- � \ \ • • • t� 9 I. .. • �„ / Lm _ / ... L°T -' Table 4: Pavement Design (VDOT Pavement Design Guide) 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. 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 / Chug 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 Dunnagan 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 1120 14 4 17.38ISM-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 3 2.25 21A 6 0.6 13.73 Mercer Street 120 2 140 4 4 7.92 SM-9.5 1.5 12.25 BM-25 13 12.25 121A 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 �1,...,. • • •`,, ` ...... TRIP GENERA 111=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 cXL I 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NOTE: PROPOSED LANDSCAPING TO 9' ON-571SET PANCNC ONE -SIDE ONLY 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 PLANnNc STRIP R /W rxETaE IxaalFn ON Plax 9r /W DRAINAGE: PER 3' CLEAR ZONE REQUIREMENT BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 0 cc-s POINT OF 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS 4" CONCRETE 3• cuRe & currER FINISHED GRADE cc-s 4" CONCRETE ( ) 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 37 SURFACE 31 EXIST. GROUND 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUMOFTWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES OR A NATURAL WATERCOURSE. Exrsr. GROUND 2F z � p$ 2z 2X -- -.. 3T AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 3.t PLANS. 4" VDOT VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN �F 6' PLANTING 6' PLANTING STRIP 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A 21A4" VDOT 2fA THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL / STONE BASE SE 4 z A T BASE su9eAs£ ' 27A T STRIP STONE BASE POINT DEEMED AS NATURAL WATER COURSE. 171 BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY EXIST. GROUND STONE gg2EXIST. ROUND 1 5 6 13.5' TRAVELWAY 13.5' TRAVELWAY .5 6 5 I SHOULDER WiDTHS SHALL BE INCREASED TO SEVEN (7) FEET. PAVEMENT: 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, 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 56'R/W ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. B OR C). TYPICAL NEIGHBORHOOD STREET SECTION 1"56' RRlY% 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 II OR III PRIOR TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT Q STANDARD PE-1. MCCOMB STREET�CLING LAMS' ��IBLlC ROAD PLACING AGGREGATE BASE. GS-SSAR RESIDENTIAL e@ krIXATP USE SUBP1V1SI0N STREET VA7Sf6?Ar SPIsZrO' 25 IfPh' 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 ALLOYED ON ONE SIDE ONLY, DELINEATED JPITH "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 FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL __4 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. ROUND 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 l 5' WOE CONCRETE SIDEWALK 4" VDOT 21A STONE BASE -5- NOTE PROPOSED LANDSCAPING TO I UTILIZE OUTER 3' OF PLANTING STRIP CG-6 POINT OF G/L PER 3' CLEAR ZONE REQUIREMENT CG-6 J• CURB &GUTTER CURB &GUTTER 3' S' WIDE CONCRETE FINISHED GRADE SIDEWALK SURFACE LCLEAR ZONE -I LCLEAR ZONE -I I I I I 2% 2% 2,S 2.S _ I' PLANTING ••• '+ 6' PLANTING STRIP unnr I •r r STRIP 4" VDOT 21A IO' I (TRAVEL � LANE) SUBBASE m' (TRAVEL LANE) TYPICAL NEIGHBORHOOD STREET SUCTION (4`9 ' R/)V) RAMBLING BROOK LANE, LITCBFORD ROAD, hVDSTON STREET, DUPREE STREET MERCER STREET, LEXI LANE, DIINNAGAN DRIPS (ALL PUBLIC ROADS) GS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING ALLOTYED IN BUMPOUTS ONLY NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT C� POINT OF R,W 5' NPDE ODNCREW 3' CG-6 FINISHED GRADE 3' s• yTDEI/•AlR CLEAT R ZONE i CURB & GUTTER CG-6 CLEAR R ZONE_I 'j SURFACE CURB & GUTTER I I ewsr. GROUND 2% 2% A- 4' 4D0T YfA \ sTo a almm SUBBASE CURB & DUST.CROVND y r an PUNM SINP I:iASE PNlU6 eus-0Irt C PUNTNG SNP 25 (TRAVEL LANE) (TRAVEL LANE) Cax-rnur PAW 5V R/W TYPICAL NEIGHBORHOOD STREET SECTION #r/ BUrbfP--OUT PARKING (55' BUDSON STREET DUPREE STREET MERCER STREET & LEXI LANE ALL PUBLIC ROADS GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH CONDITIONS INDICATE. OF 4 2" R CURB PARKING ALLOYED IN BUMPOUTS ONLY - SEE SITE PLAN FOR LOCATION OF BUMROUT 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 6" SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 1". 1'- $ 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS 13' . • , ,. (VARIABLE WIDTH) ' SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. • " 7" ° 4" CONC. PAVEMENT " ` 4 ,, NOTE.• 3, 000 PSI 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE AT 28 DAYS, MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS 6" M IN OR STRONGER / a . A APPROVAL THE PROPOSED METHOD OF CORRECTION. - ���������������; - < \o `P 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 1' 6" 2 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE STANDARD CG-6 DOT #57,#68, OR #78 I, II, OR III PRIOR TO PLACING AGGREGATE BASE. STONE BASE UNDER CURB 4" 21-A STONE 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 CONCRETE SIDEWALK 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 BACKFILLING. NO SCALE APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE EXIST. GROUND -4- EXIST. ROUND 1-9 5 TYPICAL SINGLE FAMILI Y ATTACHED UNITS 2o' REAR SETBACK PROPERTY LINE _ _ 20' DECKDM«¢ I I I h,.. I I I I DExXCK ( IDEC2K') DECK ECK OPTN IKOPT DECK (if xio') -- (aT'xio') LENNOX liLUCAS -------- -------- 11 LUCAS LUCAS II I I' 2e II II I I; I li ;I 4i 8" it I 39'-8" 5 SIDE SETBACK GARAGE (2i x 2o') li GARAGE (11 x 20') GARAGE 1 (11' x 20') GARAGE it (11 x 20') it it I 4- - 20' RIGHTOFWAY 5 MIN: SETBACK: % . S'. .. .: zg' N1AX.•SETB'ALK' .. ;. •. .. ' a 1Z'• CG-6 CURB - PROPOSED ROADWAY \j\j;��`/ PROPOSED i" SM-9.5 \ SURFACE COURSE XISTING PAVEMENT EXISTING STONE SUB -BASE COMPACTED SUB -GRADE ASPHALT PAVING - MILL & OVERLAY NO SCALE ASPHALT PAVING - PUBLIC ROADS NO SCALE ;E N N LU N N M O\i 0 v\i n W N C) CA N W N Zw J _J > CO in CD CD ® N z LU 0 LU Q Q 0 Q J J < z o LL W N LL] LL, O Q CL W LU (D z L0 LU Url w IF a V) JOB NO. 182154 SCALE AS SHOWN SHEET NO. �4 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 OFTHE 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 (1-800-552-7001). 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. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE 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 AT A 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 OFTHE 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. o G) z •WA CD L! JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. .� VARIES .-Ian►I I - - io•� s III I I I_ T-1 1 r V WATER SEWER 3 '-m 0 o £ rY LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS/ WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM 1E SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER 8. SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90e TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-I Tm_1 Splash Block Instructions a.xap...n ma.e ,... Patentpendingcutout to allow \ for Rtmentof downspputwlth o.mne ko.ae. "..."p ""r r.".. g" law deamnce of elbow Fouae. Then sF"ula Ne6lMkllin Ne/IM 11 F" an Water directing chevron pattern reduce. washout AMERIMAX Hole for fspi.ecapespikeao front of landscape an s cape spike a ameding.eorn 1 8000-347-2586 It to be seared to ground (4) 1" (25mm) DIA HOLES ON 32 3/4" (1334mm) DIA BOLT CIRCLE. O 1' [25mm] D � P > z 0 O O eei,1 M 2" (Stmm) LETTERS (RECESSED FLUSH) 12) CLOSED PICKHOLES 1 1/2" r- [38mm] / �(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS > 27 1/2' DIA 1 1/2" [699mm] [38mm] m 26 1/4- CIA 7- r [557mm] [178mm] 28" DIA 90 N [660mm] IT 1/4" (6mm) DIA 24" DIA NEOPRENE GASKET O[606mm] �28 DIA 5/8" j72zmm] [16mm] 23' DIA �a.�a� 1 1 1 [584mm] - 3W DI OA 25" DIA [914mm] [535Tnm] FRAME SECTION O.D. OF GASKET GROOVE SECTION (4) 1r (25mm) W HO ES 1 1/2- ON 32 3�4' (Bsemm) ON 27 1/2- DA [38mm] eDLT LE [699mm] r 26 1/4' DM 7" �- 1657mm1 [176mm] 1 1/2' [38mm] 3 1/B" [79mm] GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL JZ INITIAL BACKFILLU8.8. BEDDING 8 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 g„ 4 1 INITIAL BACKFILL 4 MI 8" g" B. SOIL MI \ MIN. - MIN. #68 STONE ;x :-GRANULAR FILL AS `'41't•?;{;..SP APPROVED BY ACSA 1`�^',t1't' 1r.:• \ ST STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN Be 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 L• CGMPRES9CN " 31e MALE INK COIIPLNO OR APPROVED EQUAL Q NOM NG SAEATm FlTM1G5 DUAL SERVICE SINGLE SERVICE NOSE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERWCFS OR DUAL RESIDENT& AND IRRMnU SERMCES. 1 R. ^`NPPESNM • 3/4• MALE PPE CONPDNG PPHOVED EQUAL -OR USE ON DETACHED SWOIE FAMILY 1F&OMN MCE WER E AN IRRIGATOV IMR IS NOT PROVIDED. IRON LID __FINISHED GRADE 3e• MIN. - CAPPERSETRA 1/8 REND =PUNG� 's METER CgiPORATON sTOP h- ; ORIEL y` NECESSAA RY SAND OR OUST U.0�7NOFR III 9EFlDi (2-INCH [ 'Yy'WA1Na. "-'f-_ if5 q'{. •_(.,'� �C s:Sa" LONCASIO�HE P�OC ET, yDpTN PII 2 MINIMUM 1HIGgNE�) P,'"'2.Fi 'Y`TI.+y",b .>.T.\ ZSA SPEC. 2113, NO. 57 AODREOATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 26 7/16" DIA [722mm] 'I [16mm] 36" DIA 0 26" )ot O [914mm] j20mm] [-Gomm 1 1/2' FRAME SECTION 13/16" J [38mm] 2• (51mm) LETTERS (RECESSED RUSH) [2511. 1 cp�N } q 4� (79mm]� 22 13/16I1 Be m1-I 3 13/16' 2 1/8' [97mm] [579mm] ' i / 16' 1 3/8" [635mm] } [17mm] L-nI ] 9/16" O.D. OF GKT GROOVE [14mm] SECTION VIEW 1/4- 6mm DIA �IIIY NEOPRENE GASKET (2) WSHR 1/16 X 5/8 X 1 1/2 L� 1800" LIB RUBBER PART# M981045 SEW C� IP 6 [6 1 5/(2) BLT HEX S/8-11X3 1/2 SS 240D. [41mM PART} 00961250 1 1/8" (291 DIA BOSS [6mm [13mm .53 DIA. STAINLESS STEEL ROD (2) W HR 5 b16 10 1.50 DID SS PART#PLAN VIEW PICKBAR 8 LOCKLUG HOLE DETAIL 2) NUT HX 5/1 11 7N Ml_K NOTES PARE+ oo9612e4 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SMALL HAYS WATERTIGHT FRAME & COVER. (2) NOT RX .UM S/5-I I ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART/ 00981228 3. COVERS STATE BE FIXED To FRAMES WITH LACIONG LUGS OR SIMILIAR ASSEMBLY. (2) 1935R LOCK LUGTYPICAL WATERTIGHT (SHI PM§ 00103585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TO-32 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. I..J ; ALL BENDS FOR WIDEN TRENCH TO SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEE CU.YD. (FEET CU.YD. BEND L H T L H T 90 2.50 2.50 3.Of 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.1.5 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 0.26 221/2 1.66 2.16 2.69 0.13 3.76 2.91 2.66 0.32 11 1/4 1.66 2,15 2.67 1 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.4.) 3.83 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 BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 COVER LIFT NOTCH 12 3/8" 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 SET DOGHOUSE BASE+a•. EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL a .� ++ MIN. 12" CLEARANCE BE PREFORMED BY MANUFACTURER OR BETWEEN EXISTING PIPE AND STONE BEDDING SAW CUT TO FIT PIPE "'•.• OUTSIDE DIAMATER PLUS 6". fit[' 12" THICK VDOT 6"xe"xt6" AND 4"x8"x18" No. 68 STONE BEDDING SOLID CONCRETE BLOCKS CENTER R WALL EACH) EACH) DOGHOUSE MANHOLE BASE ......................... i.III,.,,,,,.., :,l i, i,,,............ i...... ......... „ ............. i........ MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENINGBE 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 V-O" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILUNO THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CASs -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW ................................................II....,. ,..I.I.I ,...,.. 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 N.T.S FIG. S-1-At TD-26 TD-13 H- w J Z If 4" DIAMETER BRANCH AND VALVE -� - WATER M NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES -' MIN 2' TO 10' (270) 7 CU, FT. ,8"-22„VALVE BOX II STONE 42"MIN 6" GATE VALVE vII' TEEX 6" 2500 P.S.I. CONCRETE BASE AND THRUST :'; yt /,tO BLOCK AGAINST " I UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 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 VAKItJ THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP ej LUBRICATE ALL THREADS THRUST BLOCK LD 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 t- �1 dill BRANCH 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL 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 b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL v FINISHED GRADE o A I I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u s z N a M.J. GATE VALVE WATER LINE ' 1 L-I 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK '..4 d < Q 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 0 V-O" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED Jy CONCRETE SECTIONS 12" MiN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH OF FLOWFILLETS CHANNEL TO BE 3/4 DIAMETER OF ` CONTRIBUTING,='�---- SEWER. 4 .•.4�. a12" A FILLETED INVERT OR A SMOOTH T '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 24 EMBEDMENT-8"MIN SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 4ALL PIPE) 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 d Zz O O a u On > Ln C w C O I- U in z o iEii n L9 I.. j z N W N Q W� N z W N Q > Z Lu o J Q J_ > O Vl LLJ cJ 0 O J z< � z_ o U_ co W " w LU W O Ul LU zLIJ 1/ z U) ui Uj r cj. LLJ 1111J 0� `D CD CD Q 0C\I U Q W U rill w HF w a JOB NO. 182154 SCALE AS SHOWN SHEET NO. i5 745 745 745 745 �TH OF O ��� SCOTT R. LINSZ U No. 35791 a VI �; 7/29/22 oIONAL E��t ASSEMBLY � PR U /Ax U (Al V ZZ Ln o ¢ o O��> m 720 F�1 � z 0 J z .a. 0 O F- EET w in z WLu J a w 0 0 W Ln w NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN 10+00 10+50 11+00 11+50 12+00 12+50 INCCESSIVE INTHIC THICKFORM NESS FOR COMMORE PACTION OVEAN R LITCHFORD ROAD PROFILE INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 VERTICAL GRAPHIC SCALE W N N NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN s o z.s s o zo Q ri rn AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR zyB, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE I inoh FEET ) £t. SPECIFICATIONS, SECTION 302.03G. L9 NOTES: HORIZONTAL GRAPHIC SCALE 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 O z y. ALL FILL TO BE PLACED AT 95%COMPACTION. W z. MINIMUM 3.5'OFCOVER VERTICAL BE MAINTAINED so o zs so 0o zoo RAMBLING BROOK LANE PROFILE `' 3. MINIMUM OF y' OF VERTICAL SEPARATION FROM STORM C'7 SEWER & W/L AND y.S' OF SEPARATION BETWEEN W/L & 0v Q SANITARY SEWER MUST BE PROVIDED. IN FEET) O I inch = 50 ft. N 770 770 (� W i W N Q O N z N Q > � C!1 ZW 0 J LLi J J_ QLL W CIL \x\7 O J W RE J Q z EMBLY z ¢ z J _ u W Lu W Y ' QLn F- W 0 w - o?S ulQ W O Z Lu z U)W/ uj J ~ LL LLI J c `D O Q 1 i I 1 ®CD N (n uW U w w O w a Ln JOB NO. 182154 SCALE 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+so 27+00 27+50 28+oo 28+5o 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 V:y"= 5' H: y" - o' RAMBLING BROOK LANE PROFILE SHEET NO. 16 N. PRO LOW PT TA: yo+ 7.so LOW PT ELEV: 7 8.7y PVI STA:yo+80.00 LOW T STA: yo+y5.o PVI ELEV:7zg. K;47,65 6 HIGH PT STA: y+6z.5o EXISTING GRADE 74o LOW T ELEV:7z7.9y LVC:45.00 HIGH PT ELE : 73i.38 740 PVI TA:yo+ys.00 � � END OF LITCHFORD ROAD PVI ELEV:7z7.86 °, � � PVI ELEV:? o.g3 (STA. yz+o3) K:z.50 v^i°N° � K:47.6 VC:yo.00 o w LL^� LVC:45. o 735 � � � � m � W °� N �� � 735 ri N N N ci M �p 0 "v o N� N w N w �m jw vi jm U U �wzooMo m W 73o 730 PROPOSED GRADE PROPOSED TYPE A " •o � 2pO% 3'S BLOW-OFFASSEM HIGH P STA: zy+7z.5o HIGH P ELEV:734.z5 I TERSECTION DF AMBLING BROOK LN (STA. zz PVI S A:zo+6o.0o 45) PVI LEV:73z.8g w/ MERCER STREET (STA. yo+o ) :z7.z6 74o L c:zzs.°° 740 0 0 �n OW PT STA: y +38.00 � INTERSECTION OF ^ M LOW PT ELEV: o9.7y RAMBLING (STA. zo+zo) n w BROOK LN PVI STA:y8+35�So �°+' w/LITC FORD ROAD ( TA. yo+oo) 735 PVI ELEV:7y .66 � PROPOSED VDOT V w y,zo% 735 m W FI L ( YP. LVGy95.00 STD. CD-1 � o � o PROPOSED VDOT � o Z o°Do. m N PROPOSED � STD. CD-y 730 Y mw GRADE 730 ,^i ui z. � m W m O_ m � w ' S. Z i6A 725 � 725 � 3N PROPOSED FIRE HYDRANT- PROPOSED 8"x8" TEE z 4.y' ASSEMBLYw/8"x6"TEE & (3) - 8" G.V. H x PROPOSED VDOT 1zA PROPOSED 8" SANITARY ]20 p � STD. CD-y PROPOSED SEWER STORM_ CROSSING SEWER CROSSING 7 20 � � RO NDABOU Q vp YIELD W F � ROPOSED 8"x8"TEE POINT ST y6+88 & (z) - 8" G.V. 715 715 EXISTING M ROAD EXISTING GRADE _ .GRADE GRADE ILL .o%FOR TYP. I ITIAL 50' ]10 ROPOSED 8" CL. 5z DI WATERLINE ]10 2.00 EXISTING 8" CL. 5z 8A DI WATERLINE REMOVE EXISTING BLOW -OFF & 705 EXISTING TIE -INTO EXISTING 8" DI WATERLINE 705 z.5' 8"x6"TEE (z) - 8 G.V. PROPOSED 8"x6" TEE TO EXISTING STORM (y) - 6" G.V. FIRE HYDRANT ASSEMBY SEWER CROSSING RAMBLING ROOK LN C/L STA y8+o8 DUPREE ST EET C/L STA yo ]00 00 ]00 O l!1 m O °0 m I� OD S �o l!1 N M 1� ,p rn Ol lD a rl CO � N o O N t0 a W N °o 00 .t °0 N 0° M T M M N N o Ol O � O ~ � ~ l0 O ^ ci ~ ry W ~ �p Ol N O M M N M M M � M � S M y� M M � M M 1� M ^ O ^ ^ O ^ ^ ♦i ^ ^ ci ^ ^ ri ^ ^ N ^ ^ n ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ HIGH PT STA: z7+y7.00 LOVV PT STA: z7+5 .00 HIGH PT ELEV: 748.88 LOW PT ELEV: 749.69 HIGH PT STA: 3o+47.y3 PVI STA:z6+ z.00 PVI STA:2 + oo 9 7 75� HIGH PT ELEV: 758�37 LOW PT STA:34+oy.6 PVI ELEV: 8.z PVI ELEV: o. o 74 7 75 3 PVI STA:3o+o4�67 INTERSECTIQN OF RAMBLI G BROOK LN ( TA. o+ y) LOW PT ELEV:754�97 w/EMERGENCY ACCESS ROAD (STA. yo+oo ]65 K:z8.z6 K:37�35 PVI ELEV:758�98 PVI STA:34+y4.y7 ]65 K:3i.o . o:oo � LVC:ySo.00 _ PVI E :754� 9 .+ o m o o m o a K:z6.z5 ^o o n o00 0� o n ^vi OW PT STA: 23,8 4.00 °� $, � o ,�„ � � � LOCATION OF BOLLA (3-75' OFFSET FROM C/ INTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK L VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 50 ( 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 PVI ELEV:763.o6 O K:17.96 LVC:50.00 w Ln LOW PT STA:1o+15.0o LOW PT STA: to+6z.5o N N a r LOW PT ELEV:758.3.2 rom LOW PT ELEV:759.oz , , Z PVI STA:10+15 PVI STA:1+o0.00 It 11 + � X 770 PVI ELEV:�c8.o� PVI ELEV:759.77 N ui H ' 'Lu HIGH PT STA: 22+43-77 HIGH PT ELEV: 749.00 PVI STA:21+86.27 PVI ELEV:748.41 K:59.96 LVC:115.o0 i\n ^O of r" HIGH PT STA: 27+78.52 ° N w N ui HIGH PT ELEV: 756.82 00 0 J > Ji > PVI STA:z7+45-93 0+0 > m > w PVI ELEV:757.29 N w 9 770 LVC:1 00 LOW PT STA: 28+46.00 LOW PT ELEV: 756.48 PVI STA:28+46.00 PVI ELEV:756.29 K:37.50 LVC:75.o0 Ln u > w LOW PT STA: z! LOW PT ELEV: HIGH PT STA: 30+23.00 HIGH PT ELEV: 758.49 PVI STA:30+03.00 PVI ELEV:758.26 K:65.o6 LVC:4o.o0 o rn o r 000 n Ln + + rvV 0 n> �> um u> m W 770 9+50.00 LOW PT ELEV: 751.94 r m o PVI ELE :75733 + PVI STA: 6+00.0o 00 �( o u K:5 .48 N PVI ELE :752.65 ID ^ 00 i LVC: o.00 765 Q K:6 LVC: 99 Nw vi > NW vi > o M o m (z) PROPOSED 6" 450 BENDS TO CONNECT 40.0o u m u w ° " ° `O WITH EXISTING 6" DI WATERLINE. TIE-IN T w °o coca "� +' ^ + 6" DI WATERLINE WITH PROPOSED 6"x6" T m y o° 0 I n V N V NOTE: 6" G.V. SHALL BE CUT INTO THE EXI Ln +^ ^ i m 1O .. U 0° U w w TIE-IN O EXISTING C ING LANE 6 O p 0) m .. V > Ji V > m STA 3o+z3 7 U r+r U m U w INT RSECTION O 760 g " w m INTERSECTION O w GRADE CLING LANE (STA. 29+33) w/ IE-IN TO EXISTING MCCOMB STREET W O Lu JROPOSED DUNNAGAN DRIVE (STA.12+75) .7 ° EXISTING 6" DI MCCOMB STREET (STA. 26+S3 TA zz+46 O v~ w/ LEXI LANE (STA. 13+64 1 0°� 00% WATERLINE 755 Ln w 3.5' 755 of w PROPOSED VDOT- MIN. EXISTING GRADE w Z 3.18% STD. CD-2 1 5' - - 46A EXISTING ROAD 1.03% 15 750 GRADE 5 5 750 PROPOSED 8"x8" TEE PROPOSED SEWER STORM CROSSING �PROPOSED8"x8"TEE 3 5' & (1) - 8" G.V. MIN. 48A & (2) - 8" G.V. ROPOSE 6" CL. 52 DI WATERLINE 2 94% PROPOSED 8" CL. 52 DI WATERLINE � 3 PROPOSED 8"X6" REDUCER 745 PROPOSEDLE 745 STORM & (3) - 8" G.V. PROPOSED STORM PROPOSED PROPOSED FIRE HYDRANT 1.6' SEWER CROSSING SEWER CROSSING ASSEMBLY w/ 6"x6" TEE 66A PROPOSED 8" SANITARY EXISTING STORM SEWER CROSSING 740 SEWER CROSSING REMOVE EXISTING 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 ci 00 Ms^ 01 O M^ n 01 00 W L? m O O O 'p 'p t0 O a,°^° O 0^0 lD n O co �t mri Nu m I� v011 00 an l0 a an rf\ un '6 V7 00 00 0 n s^ rl Ln Ln ^ ^ ^ ^ n ^ ^O n ^ 20 Lu 770 K:z.So K:ul 27.86u u ul VC:10.00 LVC: 5.00 m w N Z ~ J O ci U? O Ol N 6 V F1+2Lu w oW MwU7 7 5 ow �w 765 U m U w u V m PROPOSED L W w 1. m w m GRADE MILL & OVERLAY EXISTING DRIVEAY 760 76o 3 5'-4 69% - 0 ° 2.0o 0 M N. EXISTING 8" DI 2D FOOTER FILL PROPOSED 8" CL. 52 WATERLINE -OF ROAD) (TYP.)� DI WATERLINE STUBOUT 755 ° ROPOSED 8" - 45° BENID 755 RSECTION OF PROPOSED 8" - 45° BEND REMOVE EXISTING PLUG (STA. 20+oo) (STA. 30+51) XISTING GRADE & TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 750 N r9 M F uJ NO M W LD 00 Ln f\ 0 10+00 10+5o 11+00 11+5o 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE 21+So 22+00 22+So 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo MCCOMB STREET - CLING LANE PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 2' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. LOW PT STA: to+iS.00 LOW PT ELEV:747.94 LOW PT STA: 10+53.17 PVI STA:10+15.00 LOW PT ELEV:748.65 PVI ELEV:747.89 PVI STA:11+05.67 K:z 5o PVI ELEV:749.70 760 LVC:1o.00 K:26.38 LV�:105-00 o m O0v F'YnLu u? °0 PROPOSED GRADE 755 rum RAMBLING BROOK L (STA. 26+93) 750 2.°°9 PROPOSED VDOT_ STD. CD-z 745 PROPOSED 8"x8" TEE & (3) 8" G.V. 740 735 VDOT 2.0o% 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. HIGH PT STA: 12+33.13 HIGH PT ELEV:7S6.33 PVI STA:12+o8.13 PVI ELEV:755.83 K:12.56 LVC:So.00 i M i M r:, .t m kD Ln + ^ N It >°>° >w 30 m w 3.5' MIN. 1.2' DUNNAGAN DRIVE (STA. 12+75) w/ CLING LANE (STA. 29+33) 76o 1.7' PROPOSED STORM_] \-PROPOSED 8" CL. 52 DI SEWER CROSSING PROPOSED STORM SEWER CROSSING PROPOSED 8" SANITARY SEWER CROSSING M O M 6 N lD 00 O N I�1 't ^ n n n 755 PROPOSED 8"x8" TEE & (2) - 8" G.V. 750 =D STORM ROSSING 745 ERLINE 740 10+00 10+50 11+00 11+50 12+00 12+50 13+00 FDUNNAGAN DRIVE PROFILE 735 I NTI LEXILANE I RAMBLING BROOK L IN1001 28+50 29+00 29+50 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 zoo? ROAD AND BRIDGE SPECIFICATION 303.04 LOW PT STA:10+50.00 LOW PT ELEV: 739.21 PVI STA:11+35.00 PVI ELEV:740.91 K:26.13 760 LVC:170.00 o N HIGH PT STA:13+10.75 HIGH PT ELEV:753.30 PVI STA:12+71.50 PVI ELEV:752.52 K:12.o7 LVC:78.5o i n M rn N Ln M Nw V W n > w ON EXISTING EE & (z) 6" G.V. STING 6" W/L. 76o o w °,DN N CO r F- W Ln N . U u m U u w LA < O 755 m W Z w 755 LOW FT STA:10+15.0° LOW TELEV: 738.56 / PVI TA:1o+15.00 PVI ELEV:738.51 75 O K 2 5o VC:lo.00 EXISTING GRADE °Io 1 75 O O D 00 O / 0 c+0i� N m ° w °, ui PROPOSED GRADE PROPOSED 8"x8" TEE 745 U m U W & (3) a" G.V. 745 m w 3 5' PROPOSED FIRE HYDRANT / MIN. 1.3 ASSEMBLY w/ 8"x6" TEE 740 34C 740 - .o f 20°% RSECTION OF PROPOSED STD. CD-2 VDOT PROPOSED STORM SEWER CROSSING STA. to+oo) w/ N (STA. 24+66) 735 ROPOSED 8" CL. 52DI WATERLINE 735 13' PROPOSED STORM )SED 8"x8"TEE SEWER CROSSING & (3) - 8" G.V. 35 730 730 O W N N n 00 w M N n Ln O1 0 N 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 LEXI LANE PROFILE 13+50 14+00 SCOTT/R, Ct?LLINSZ No. 35791 a a 7/29/22�� (All d Z c O� H U) m C> rn J Z O . I- ua-, u ` > Z o / •• ` d �W/ W N C) Cn N W N > Zw J J > Am L� Lu 57 0 Lu Q z Q ia- C!1 Lu 0 J_ �D/ O LL 0- Q z z_ J u Lu 1 Lu 06 2 Q W Lu Q a Lu U w_ F- W O uu d Ln JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 17 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. 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. 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 zoo? ROAD AND BRIDGE SPECIFICATION 303.04 INI HUDSON STRE w/ MERCER STRE PROPOSE E 5 50 PVI STA: 10+23.00 PVI STA:1o+96.35 PVI ELEV:739.73 PVI ELEV: 738.97 K:26.00 K:12.25 LVC: LVC: 745 O O1 lD ° � Mm M1 �°� 01 iri m io kD f+'1 PVI STA: 11+07.50 PVI ELEV: 736.67 755 K: 26.o8 LVC: 115.00 9 N O m 0 + m ij p + 0 ^ 750 o EXISTING j GRADE Lu W W m�m m PVI TA: io+i5.00 INTERSECTIONOF PROPOSED MERCERSTREET (STA. i1 62) PVI ELEV: 734.82 GRADE 745 K: 2.50 w/ HUDSON STREET (STA. 10 oo) VC:10.o0 STA: 1o+15.o LOW PT. LOW I IT ELEV: 734.87 PVI STA: 12+98.23 PVI ELEV: 748.89 K:22.47 LVC: 55.00 w/ MCCOMB STREET (STA. 24+18) 755 J- 750 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 1.4' 745 PROPOSED 8"x8" TEE & (3) - 8" G.V. °O rn 0 rn 1.z' PROPOSED STORM 7400 It It 40 ' SEWER CROSSING740 Z m > w / MIN. 70A PROPOSED 8" SANITARY m W _ SEWER CROSSING PROPOSED STORMI 7� PROPOSED VDOT STD. CD-2 730 RAMBLING BROOK LN (STA. 22+45) 725 VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 PVI STA: 12+17.77 PVI ELEV:731.81 K: 26.17 LVC: 102.00 ( IN FEET ) 1 inch = 50 ft. n 0) 00 745 O W O W 00 Lij .~i LLI l%1 U l%1 U m m w W U m U UJ m \ w Lu PVI STA: 13+04.04 m W PVI ELEV: 730.09 740 � EXISTING GRADE K: z.5o 740 RSECTION OF 0 PROPOSED GRADE 10 PT. LO T TA: 13+04.04 LEV: 730.14 T (STA. io+oo) T (STA.11+62) a) a, 735 + � F� 735 ~ U ~ U, D 8"x8" TEE 4.0' 3 5 u m U w (1) 8" G.V. MIN. m w 730 1.3' PROPOSED VDOT STD. CD-2 730 PROPOSED 8" SANITARY INTERSE TION OF STREET (STA. SEWER CROSSING HUDSON PROPOSED STORM w/ LITCH ORD ROAD (S SEWER CROSSING 7�5 PROPOSED 8" CL. 52 DI WATERLINEJ 1.5' 725 PROPOSED PROPOSED STORM 8"x8" TEE & 720 SEWER CROSSING (2) - 8" G.V. 720 N W It It 00 O N N N It^ fIt ^ ^ n ^ n ^ n n 10+00 10+50 11+00 11+50 12+00 12+50 HUDSON STREET PROFILE 13+00 13+50 1 SEWER CROSSING PROPOSED ROPOSED 8" CL. 52 DI WATERLINE 8"x8" TEE & (3) - 8" G.V. PROPOSED 8"x8" TEE & (1) - 8" G.V. PROPOSED STORM SEWER CROSSING 8" CL. 52 DI WATERLINE S N N 00 °O W M 0 V7 O m M m � a)°6 rl 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 vie] 200 3+19) 'A. 11+22) MERCER STREET PROFILE 735 730 PVI �TA: io+l5.00 PVI ELEV: 711.73 K: 2.50 I.VC: LOW P T. STA: io+i5.o 7�5 LOW IT ELEV:711.78 PVI STA: 10 go.00 6 o m K: 26.4 + + ^ LVC:78. o oui ri V ow V °S °1-0 L�i> wO U m V m 720 m W + r .. ui j W m W 715 14+00 PVI STA: 12+12.00 PVI ELEV: 719.27 K: 26.23 LVC: 70.00 oL o� F S N + 1� ~ W W A U U n w PVI STA:1z+8 .00 PVI ELEV:7z4 61 K:1z.og LVC: 68.00 w r 3.5' U U U m U W U m W SCOTT/R, Ct?LLINSZ No. 35791 a 7/29/22�� �'i�mme 735 0 H a m C> z J E. O I- u 730 z C u LW/ Id. 725 rn m r Lu W W ry W a 735 a Ln �F LL W W OF Z „ o c" 730 LuO a V 7�5 ED GRADE 720 -FILL (Ti P.) GRADE EXISTING STORM SEWER CROSSING Z'pO% PROPOSED STORM ~�VDOTSTD. CD-2 SEWER CROSSING 710 8"x6" TEE (2) - 8" G.V.,STORM (1) - 6" G.V. 1. ' SEWER 6" goo BEND TO FIRE z.1 CROSSING HYDRANTASSEMBLY Q 7 5 43 6" CL. 52 DI WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STREET C/L STA 18+ 8 700 DUPREE STREET C/L STA 1o+0 O It 0) N lO 00 n N O O n n � N n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 [DUPREE STREET PROFILE 715 710 705 700 L 7- W z clj M 0 z�N} V *Lu i W N Q C:) N z N Q > ia- l!1 Z W 0Lu J J \J_ Q 00 0 W C)� � Q J LJJ � z z z_ LL Lu W ' w Y Q Lu Cl) Q W p z Lu � z Cl) Lu Lu Lu LL W J c `D ® N Lr) Uw W O W a JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 17A MH-40 STA:1+48-54 0+00 0+50 1+00 1+50 MH-40 - MH-27 PROFILE INV IN:7 INV. OUT: 7 755 INV IN: 7 EX. 11 CONTRACTOR SHAI EXISTING INVEF MH-EX-9 AND I PROPOSED CONN 17 EXISTING GRADE a lx 8 ? 2 O g �x O ~ O _ o m 00 N a L9 765 7 760 60 ^ O 1 O 32 .a ^ ^Z O FL:=x O N + Q^M nH x F Z Z/ N ^O ono _ xF�Z g20 0)++0 z� Z 755 ^ N 9 ^^Now j as 755 MH-EX-9 + ^ ^ ° ^ Z STA: o+oo.00 O EX RIM: 748.98 � z z z 19.67 TO MH-45 - - - PROPOSED GRADE JV. OUT: 739-41 750 PROPOSED STORM PROPOSED SEWER CROSSING OGHOUSE r MANHOLE 53 745 1 745 .L PLUG EXISTING 8" DIP T IN TO INV. IN =743-79 qSTAECT DIP F.O.- OLN8" \16z.31 LF @a 0.53% 8" DIP 740 47.78 LF @a o.63% 740 i 8" SDR-26 PVC LJ 61.4o LF @a 2.25% 3" SDR-26 PVC -7 77 LF Qa 0.73% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 N a 000 0 M 0. n O O^ 0+00 0+50 1+00 I+So 2+00 z+So MH-51- MH-EX-9 PROFILE 755 750 IMH-z9 STA: o+oo.00 RIM: 740.00 INV IN: 7z7.zoTO MH-30 745 INV IN: 727.2o TO MH-31 INV OUT: 727.00 TO MH-28 740 735 730 725 / ISTING GRADE-- 765 MH-35 STA: 5+35.71 MH-37 MH-34 RIM: 758.00 STA: 7+6o.46 STA: 4+13.17 INV IN: 748.zoTO MH-36 MH-36 RIM:756.4z RIM: 754-42 INV OUT: 748.00 TO MH-34 STA: 8 INV OUT: 749.92 TO MH-36 INV IN: 744-53 TO MH-35 � RIM:7s6.56.83 760 INV OUT: 744-33 TO MH-33 �.. INV IN: 749.2o TO MH-37 _ _ INV OUT: 749.00 TO MH-35 STA: o+gl.00 MH-33 RIM: 744.00 STA: 2+66.36 INV IN: 73z.zoTO MH-32 RIM:748-75 755 INV OUT: 732.00 TO MH-zg INV IN: 737-45 TO MH-34 PROPOSED GRADE INV IN: 737-45 TO MH-38 PROPOSED 12" YARD INV OUT: 737.25 TO MH-3z / PROPOSED 8" DRAIN CROSSING MH-32 WATERLINE STA:1+34.84 45 CROSSING z, 3' 750 RIM: 744-00 51' _ _INV IN: 736.53TO MH-33 �..11 / PROPOSED STORM g' SDR-26 PVC _ INV OUT: 6. TO MH- I 73 33 3 .PROPOSED 8" ROOF SEWER CROSSING z 7' 127.63 LF Qa o.56°� DRAIN CROSSING 88'�3DF @ 090% 9• PROPOSED 8" ROOF DRAIN CROSSING 8° DAP v 9 0 745 PROPOSED STORM 53VF SEWER CROSSING yy8 PROPOSED 8" PROPOSED 8" 39 �6 WATERLINE CROSSINWATERLING 740 CROSSING_ $ O�� WOO - - - 2?' y�282�,F 8" DIP 127.51 LF Qe o. 0.9' 8" DIP 39.84 LF t7a l0 p O ry ^ 00 . � ri 00 ci N ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 755 MH-44A MH-44 STA: 6+72.96 STA:4+70.8z RIM:75.00 RIM' 747.00 INV OUT: 746.5oTO MH-44 75 O INV IN: 736.95TO MH-44A O 75 INV OUT:736.75 TO MH-43 EXISTING GRADE / MH-43zz - - - STA: 3+01.72 MH-41 / RIM:74z.00 745 STA: o+67.96 / INV IN: 731.87 TO MH-44 PROPOSED 8" 745 RIM: 731.33 / INV IN: 7z5.o3 TO MH-4z PROPOSED INV OUT: 731.67TO MH-42 WATERLINE INV OUT: 724.83 TO MH-19 / GRADE CROSSING )�_� 4 o ro 740 MH-42 SDR.v� 4av% 740 a' �F STA: 1+31.27 RIM: 734.00 INV IN: 726.2o TO MH-43 INV OUT: 7z6.00TO MH-41 735 � 735 C Pi R-v6 96°�0 y65•yO� 730 730 / MH-i9 v6PNG STA: o+oo.00 RIM: 724.00 y66•k5L 14.7o TO MH-41 14.5o TO MH-16 725 8" SDR-26 PVC L °\° 59.32 LF Qa 1.64% 720 a, �w 720 ti`O tii - - �01 73-5 71-5 710 710 O^ 0 0) ri rl N 000 to a a^ 00 0 M M a^ a n a 00 lO O r, V Ln 0 00 O N a Ol N N °° Nmn mm ? Ln r1l ^ ^1 ^ ^ I ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MH-44A - MH-19 PROFILE 5+50 6+oo 6+5o 7+00 00 M M tD 00 W 00 n n ^ n ^ 6 3+00 3+50 4+00 4+50 MH-37 - MH-29 PROFILE 735 730 725 SCOTT /R. 05-LLINS Z No. 35791 a 7/29/22�� d Z Z o � c O5 H V) co rn J � zw z O ti I- u ` n z o W � u M l0 O 00 01 M N O In ^ y^j l0 l0 V�1 l�l1 y l�(1 N N Q M Q\1 lf1 ^ 5+00 5+50 6+oo 6+5o 7+00 7+50 VERTICAL GRAPHIC SCALE IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 s0 100 2( ( IN FEET ) 1 inch 50 ft 755 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 I' 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 �l MH-30 750 M H-z9 STA: 4+36.37 STA: 2+12.32 RIM, 746.4z RIM: 740.00 INV OUT: 735.17 TO MH-29 745 INV IN: 7z7.zoTO 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-zg 740 INV OUT:723.83 TO MH-26 740 PROPOSED STORM SEWER CROSSING PROPOSED 8" WATERLINE CROSSING 36A 735 / 735 EXISTING GRADE PROPOSED STORM a' OAP 62°ro SEWER CROSSING 6' 43' �3 or vvo 730 31 730 2.1' LF DIP C 143% 208.32 725 725 720 ------------ 720 t� a S ^ O^ ^ Oa ^ � a ^ M O^ M �0) V7 N n ^ N f^ n ^ n M !^ M M n ^ n 14 ^ 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 L W cr7 Q Cn N z � W *7 i W N Q C:) N z N ^Q I..L Zw 0Lu J Q J_ p LL I 0� 0 O J � Q z Q z L LL. WU 1 Lf) i Lf) Lu N F_ ,,Lu Q � V I � 2 Q zLu� U) Lu F z Cl) Lu Lu J ~ OL Lu J c `D CD C:) Q 0 N (n u w J U w_ w O uu CL Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. zH rxLO MH-52 STA: o+oo.00 RIM:722.61 INV IN: 713.03 TO MH-53 INV. OUT: 713.83 M H-53 STA: o+68.49 RIM: 722.50 INV IN: 73.6.95TO MH-54 INV OUT: 716.75 TO MH-52 730 MH-54 STA:1+53.16 RIM: 722.00 INV OUT: 717.5o TO MH-53 -PROPOSED 725 720 - - 35N.' 720 8" SDR-26 PVC INV IN. 7i EXISTING GRADE 80.66 LF Cal o.68A EX. II 715 c 2.4 715 26eJ op TIE-IN TO EXISTING 8" PVC Spy SANITARY SEWER INSTALLED---,$ �F EXISTING STORM WITH PHASE I DEVELOPMENT 6�'�9 SEWER CROSSING 710 710 n ^ n Nro n ^ n 0+00 0+50 1+00 1+50 MH-54 - MH-52 PROFILE 740 730 730 MH-1g, STA:2+68.54 RIM' 7z4.00 INV IN: 714.7o TO MH-41 7�5 INV OUT: 714.50 TO MH-18 ]25 EXISTING GRADE PROPOSED GRADE MH-18 STA: 0+87.77 / 720 RIM: 717.00 IN IN:7o6.37TO MH-ig 720 IN OUT: 7o6.17 TO EX-MH-17 EX-MH-17 STA: o+oo.00 / RIM:712.83 �5.70 TO MH-18 / 715 VV OUT. 705.50 PROPOSED 12" YARD DRAIN CROSSING 710j °/0 710 11 SO91y(6�Py 11 II ti16. II II II / 705 L 8" SR-;6 PVC 705 "83.77 LF 0.56% CONNECTION TO 700 EXISTING MANHOLE 700 o 0 0) m M 0 It 01 o N 0) N O1 M m 00 ci 0+00 0+50 1+00 1+50 2+00 2+50 MH-ig - EX-MH-17 PROFILE 76o MH-47 STA: 2+12.30 R I M: 755.75 INV IN: 74z.7oTO MH-48 INV OUT: 742.5o TO MH-46 MH-48 STA: 5+69-75 RIM:758.5o INV OUT: 747.0o TO MH-47 760 M H-46 STA:1+64.25 R I M: 747-75 INV IN:741.12 TO MH-47 755 INV OUT: 740.92 TO MH-45 755 MH-45 STA: o+oo.00 ROPOSED GRADE RIM:748.17 INV IN: 741.17 TO MH-49 EXISTING GRADE / _ 75 0 INV IN: 740.00 TO MH-46 75 0 INV OUT: 739.8o TO MH-EX-g / DIP 745 353 45 LF C 1.22% 745 3-5' MIN. 740 i77 740 8" DIP 44.05 LF Qa 3.13% PROPOSED 24" HD SWM 735 OUTFALL PIPE CROSSING 735 N V1 rl l!1 O1 .t Vl 00 Vl Vl O 00 N M .} m O O lD M lD ci m D1 lD ~ �t ri 00 1p n O N W .t V, �t LD M .t It N d S l6 VI f d lD .t n y� �i' 00 .t 6 0) y� .t 6 ri �/1 ^ N y� Vl ^ rl y� Vl q6 Ln n n ^ n ^ 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 FMH-48 - MH-45 PROFILE STA:8+63.89 MH-26 RIM73575 STA: 7+84.11 TO MH-40 RIM: 733.75NV 1,NV'IN:7'26.12 OUT: 725.92 TO MH-z( INV IN: 723.45 TO MH-28 735 INV IN: 723-45 TO MH-27 INV OUT: 723.25 TO MH-25 / MH-25 / ROPOSED 8" WATERLINE CRO STA:7+11.26 73p RIM: 726.00 INV IN: 719.2o TO MH-26 PROPOSED STORM - SEWER CROSSING 730 INV INV OUT: 71g.00 TO MH-24 / 15 725 EXISTING GRADE 17 725 / 6% / 8 58 ,.-46 MH-24 15.1 S 720 R M5763.00 INV IN: 7o7.zo TO MH-z5 SCR �6e�8 oIo Qa 5 720 INV OUT: 707.00 TO MH-23 6$' PROPOSED GRADE 715 3 s' 715 N. MH-23 STA: 4+47.13 Q.1� bolo y RIM: 7o6.00 INV IN: 699.2o TO MH-24 5 �F 710 PROPOSED ROAD CONNECTOR GRADE INV OUT: 699.00 TO MH-22 MH-22 69 yeti' 710 STA: 2+80.65 MH-21 RIM: 702.00 STA: 1+69.12 INV IN: 695.7o TO MH-23 / RIM: 696.41 INV OUT: 695.5o TO MH-21 705 4 INV IN: 6g1.7o TO MH-zz / 705 _-� w INV OUT: 691.5o TO EX-MH-5 I/ N OF PROPOSED 18"SWM'D' - / -� JC ry6Q (0$$o�0 OUTFACE PIPE CROSSING t'tO 700 3, Li)n TOti13'� 700 o Cn ^ � �o�zwo , =o >Z> g ORZ>z P VC wx I- Ln w Z w 695 8° SDR-'2 0 C 2• 030 695 162.49�F I - - 1 1.8' C OUPROPOPIPE CROSSING $. SORE 5'5 101.53 690 N 6 O 9 II 8" DIP II I 165.12 LF Qa 2.53% II II 685 18" STEEL CASING PIPE REQUIRED AT ROAD CROSSING 685 CONNECTION TO EXISTING MANHOLE 68o 68o 00 l0 O •i O I� 10 Ln 00 N Ln m w H O O N m a0 Ol 00 N O Q1 V1 Ol lD 01 1� 01 00 Ol 01 H C O O t O O 0) N M M M w M Li, L�Dt l�pt � t0 D O ^ O O ^ O '1 ^ n m ^ m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MH-27 - MH-zo PROFILE 6+oo 6+5o 7+00 7+50 8+00 8+5o 9+00 SSING MH-26 STA:o+oo.00 RIM:733-75 INV IN: 723-45 TO MH-28 INV IN: 723.45 TO MH-27 INV OUT: 723.25 TO MH-25 735 730 725 720 GRADE 8" DIP 61,71 LF Qa o.62% nip. N M M H N M MM M rl MH-28 STA: o+65.71 RIM: 735-50 INV IN: 724.03 TO MH-29 INV OUT: 723.83 TO MH-26 735 730 GRADE 725 720 0+00 0+50 MH-28 - MH-26 PROFILE INV IN:7 INV IN: 7 INV OUT:7 4+50 5+00 5+50 6+oo 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 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 22A 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 3o2.o3G. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 50 ( IN FEET ) I inch = 5 It. HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 It MH-39 STA: 3+32.99 RIM:758.5o INV OUT: 747.0o TO MH-38 76o MH-38 STA: o+56.64 RIM: 749 50 755 INV IN:737.95TO MH-39 755 MH-33 INV OUT:737.75 TO MH-33 STA: 2+66.36 R I M: 748-75 37-45 TO MH-34 37.45 TO MH-38 37.25T0 MH-32 PROPOSED STORM PROPOSED GRADE 750 745 SEWER CROSSING 8 0�P332% 49 745 PROPOSEDB" / WATERLINE CROSSING 21z35V 740 6.4 740 4.0 XISTING GRADE 8" SDR-26 PVC 735 52.64 LF Qa o.57% 735 ri M 1 tD c'1 ^ 10 N M N1 -I 0) It It n It Itn n n n It ^ It n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-39 - MH-33 PROFILE SCOTT/R, Ct)LLINSZ No. 35791 a 7/29/22�� V / z Z o a `2 J x m O H U) w � D to J IM04 Z o < > z ui ~ Id. W N N ~ M D\ Ln Ln n mu �n F_ Am Lu C) uj Q z Q 0 W O� L.L LL 11 Q 0� z � LL LJJ 1 Lf) N � ,W^ Q V I Q z Ln Lu Lu ,Q v I a Lu U O_ w F W W 0 Ln JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 19 STR:8 VDOT STD. DI-313 (L=io') TP=715.58 INV IN: 7og.83T010 720 INV IN: 7o8ao TO 8B INV OUT: 708.0o TO 4 STR:8B VDOT STD. DI-313 (L=io') N i r=71533 INV IN: 7og.5oTO YD INV OUT: 7o8.33 TO 8 715 715 ROPOSED GRADE ROPOSED 8" WA 710 710 41PR C P 7O5 28.04 LF Qa o.82% 70 5 1XISTING GRADE 700 700 N ~ o o+o0 0+50 TERLINE CROSSING STR:zo VDOT S INV I6 INV I INV OL STR-813 - STR-8 PROFILE STR:36 VDOT STD. DI-313 (L=8') TP=739a7 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735.5o TO RF-i5 INV OUT: 732.25 TO 32B 745 745 STR:3213 VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') UT: CROSSING STR:366 VDOT STD. DI-3B TP=739 00 TP=740.67 N: 733.25 TO 34, INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 74p 731.58 TO 32 POSED 8" ATERLINEL-V ROPOSED GRADE 735 735 1.2' ml 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 m m (L=1o') o+oo 0+50 1+00 STR-36B -STR-32B PROFILE STR:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745-93 TO 44 INV IN: 745 93 TO 42B STR:42B VDOT STD. DI-3B (L=6') INV IN: 749.17 TO RF-5 TP-75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 ao N Ln oD N Ln o+00 0+50 STR-42B - STR-42 PROFILE 76o NG GR 755 750 STR:22B VDOT STD. DI-3C (L=6') TP=73o.67 INV IN: 727.00 TO RF-20 d INV IN: 724.0o TO 24 m m 74p INV OUT: 7z3.58 TO 22 o 000 N 740 5 1 rc:zz vuu i i u. u1-3tJ 1L=47 -> TP=73o.67O N INV IN: 724.5oTO72 o INV IN: 723.27 TO 22B oINV OUT: 723.17 TO 20735 ' �? 0 735 Fa -Z Z L TD. DI-3B (L=6') TP-728.4z EXISTING :721.18TOz013 GRADE V: 7zz.00 TO z2 T: 7z1.o8 TO 18 730 PROPOSED 8" WATERLINE 725 CROSSING � 5, 725 �5^ RCP C� 1.52% 720 16.94LF 720 15" RCP 15" RCP 28.89 LF Qa 1.07% 31.o2 LF @a 1.35% 715 1 715 ) N t m 00M 0 n 0+00 0+50 1+00 1+50 STR-24 - STR-20 PROFILE STR:izB VDOT STD. DI-36 (L=1o') EXISTING GRADE TP=73o.58 INV IN: 720.6o T018 STR:18 VDOT STD. DI-1 INV OUT: 72o.5oT01z TP=729.00 INV IN: 72o.85 TO 20 STR:12 VDOT STD. DI-36 (L=8') INV OUT: 7zo.75 T01zB TP-730'42 STR:2o VDOT STD. DI-313 (L=6') INV IN: 724.42 To 14 TP=728.42 INV IN: 720.25TO126 INV IN: 721.18TO zoB INV OUT: 719.58 TO io INV IN: 722.00 TO 22 735 INV OUT: 722.o8 TO 18 PROPOSED 8" WAT ERLINE PROPOSED GRA STR:zoB VDOT TP=7z8.5o INV IN: 724.75 T 730 INV OUT: 721.5 CROSSING ROPOSED 725 725 4.0' mom 1.2' 720 720 15" RCP 18" RCP 27.68 LF @a 1.16% >7.78 LF Qa o.go% 18" RCP 18" RCP 715 20.90 LF @a 0.72% 22.32 LF Qa 1.03% 715 o s 0 0+00 0+50 1+00 DE STD. DI-3B (L=8') O RF-1 o TO 20 8" WATERLINE CROSSING STR-zoB - STR-12 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 STR:46 VDOT STD. MH AS FOUND IN THE 2oo8 ROAD AND BRIDGE Tp=758�5 STANDARDS. INV IN: 751.25 TO 46B 740 735 730 725 720 715 710 W&I VV. IN=703.0o TO UNDERGROUND WM FACILITY'D' 700 695 x H 6 O m m Ln 0o O M M �� N0 Fa» LA F- ZZ 0 N m m N 00 NO PROPOSED GRADE Ln � v o 0H °peo� J m u? > m n z o Ca CL to F Z Z M 1 E. 0ccoop z 0p H F- � O 06- ~ e0 0 ° O m 0) 00 o ��� OJ Z Z A ^ ° zzz ~„ �- - - STR:4 VDOT STD. MH TP=715.58 INV IN: 707.75 TO 8 24' RCP 68% LF C INV OUT; 707.00 TO 21 93 gg o 93.37 CI 1.7970 24' Kam' 2.29°h 24" RCP 13385UF� / 12.54LFQa 24" RCP 46.37 LF Qa 1.79% n M 00 N C', N 00 c M V0 0 n n ^ n 0+00 0+50 1+00 1+50 STR:16F VDOT STD. DI-313 (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 74p XISTING GRADE 740 STR:38 VDOT STD. DI-313 (L=6') TP=735.58 INV OUT: 731.o8 TO 16F 735 735 Ll� ROPOSED GRADE 730 730 15" RCP 29.47 LF Qa 3.85% 725 725 m M INV IN: 754.00 TO CULY�ff-j NOTE: HDPE CAN BE USED AS AN ACCEPTABLE INV OUT: 751.00 TO 44 SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. 0+00 0+50 SEE DETAIL ON SHEET 17 FOR HDPE PIPE ROPOSED GRADE BEDDING INFORMATION. Ls TR-38 - STR-16F PROFILE 76o NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ROPOSED VDOT STD. ES-1 ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NV. IN=756.00 755 15" RCP 16.83 LF Qa 11.88% rl n °+00 o+50 VERTICAL GRAPHIC SCALE 5 p 2.5 5 to 750 ( IN FEET ) 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. ULVERT-1 - STR-46 PROFIL 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 00 11 1p mH I .N. O 6-0 0 LA o p N It o > o �F N mZ ZD H 0- > > > Ln F Z Z Z G GRADE io STR:16B VDOT STD. DI-313 (L=6') m TP=735-75 INNVV TO 16Do O OINU7Tz7.z6o .5oTOi6N :77` ° ~°o STR:16 VDOT STD. DI-3B (L=1o') STRa6D VDOT STD. DI-3C (L=6') °v TP=735-75 TP= 2 0 INV IN: 727.27TOi6B INV N57zg.17T068 $ ^F INV OUT:727.17T014 INV IN: 727.93TO16F Z INV OUT: 727.83 TO 16B a > > Z Z STR:16F VDOT STD. DI-36 (L=4') (n - - TP=73533 I NVIN: 73033 TO 38 IN OUT: 7z8.z5 TO i6D 735 I PROPOSED SED 8" WATERLINE CRC RCP 9o.62 8 F C 1.70 18" RCP 132.48 LF [7a o.81% 'i lD N N N W Ol � .t 0) 1p N ul M ul 0 It 0 lD 01 N ,n Ol ri Ol O 'i M N M ^ m 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 STR-16F - SWM FACILITY'D' PROFILE 75O 745 740 735 730 INV. IN=7z6.83 TO UNDERGROUND SWM FACILITY'C' 7�5 zo 720 STR:28 VDOT STD. MH TP=747-58 INV IN: 740.75 TO 5o INV IN: 729.75TO30 INV IN: 739.5oT04o INV OUT: 727.00 TO SWM FACILITY'C' STR:30 VDOT STD. DI-36 (L=8') TP=745-50 INV IN: 730.10 TO 32 INV OUT: 730.0o TO 28 EXISTING GRADE -\ PROPOSED 8" SANITARY o11 d J M m N 0 mm=0 min 00 OOOm F- � O 0 0 0 N Ol M M ma, o� 00� ^M> m mZZZ'IxO F a» n�ZZZZ Ln F-zz I zI 18" RCP J 27.67 LF @a o.83% 15" RCP 33.99 LF Qa o.68% ROPOSED 8" SANITARY EWER CROSSING 730 1515" RCP 28.31 LF Qa 1.13% 720 715 710 705 SCOTT/R, Ct?LLINSZ No. 35791 a 7/29/22�� d ZZ ° c O� u Lr) m r >> F J C z � > z o W d Lu N N Q M Q\1 m Ln n 700 L 695 0) Z 7- uj ENO 'D ^ o l0 C m �^ M^ CID CN/ Z 4 W c10 6+00 6+50 7+00 � i W N Q 0 N N z STR:34B VDOT STD. DI-313 (L=4') N Q TP=747-75 m w Q J INV IN: 74o.43T034D om p N m INV OUT: 74033 TO 34 0 mo >o W 0 1 0 o 6 J Q Ln d o N� J m ,m am^� � O o m _orl 0 75O W O L„ O°0 Ln I- 0 H J 0 ° O M - - > r, H m � Z Z O Q H� LU V) a z z z 745 u- ~ - - - PROPOSED 8" WATERLINE ci W CROSSING 740 IW- ,LU 15" RCP � v , RCQ �5°(° 33.67 LF Qa i.zg% _ Q O ti5 F Ca 5' H = l/1 �36y 735 Lu 0- z 1.1' 15 RCPz 59°�0 � Z y06.15 �F C� Cl) w )POSED 8" TERLINE uj 730 w cl� 24'. RCP 2.1' (( nn 167.56 LF �a o.54% � V 18" RCP LF °/ Q L24" RCP 47-93 1.00 ° I- 47-57 LF @a 0.53% 7�5 O Z o C� PROPOSED 8" SANITARY SEWER CROSSING 04 V , 24" RCP Q 11.31 LF Qa 1.50% u W 720 1 U N lD 00) N F N lD Ol y�j 'i ON 'i I� 0,1 d 00V7 m p W m m 111 M M °m 'i M Ol � 00 Ol S At M 't C' a x in n ^ ^ ^ n JOB NO. 182154 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SCALE V:1"=5' STR-34D FACILITY'C' PROFILE "1"= °' -SWM SHEET NO. 20 2 ry 0 0 N 0 O v, d 0 rl m�F 3 ' z z 760 n i z Z Z>_ 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:48B VDOT STD. DI-3C (L=1o') TP=756.58 INV IN: 752.92 TO YD-4 INV OUT: 749.So TO 48 76o _17STING GRADE 755 755 ROPOSED GRADE PROPOSED8" WATERLINE Oti PROPOSED 8" f CROSSING WATERLINE z.6 CROSSING 750 750 15" RCP i5" RCP 100.44 LF 0.56% 34-74 LF Qa 0.92% 745 745 ^ L9 ^ 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: 75i.00 TO 44 EXISTING GRADE ROPOSED GRADE STR:46B VDOT STD. DI-7 760 I INV OUT5751.75 TO 46 o+o0 0+50 STR-4613- STR-46 PROFILE 755 E O H EXISTING GRADE r ^ w mfF N L �� m m t � 0 ^ z PROPOSED GRADE X o6 > w ^z z z 750 Ln 8" L PROPOSED WATERLINE CROSSING 745 1.4 740 II I a z19.49 �5' RCP LF 1.z2% TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE 2 DEVELOPMENT 735 76o STR:66 VDOT STD. DI-313 (L=8') TP=751.2S INV IN: 747.SoTO RF-13 INV IN: 744.io TO 66B INV OUT: 744.00 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 i5" RCP 34i 8S LF t"al o.66% 740 735 INV PROPOSED VDOT STD. ES-i & CLASS Al R OUTLET OUTLET PROTECTION w/ FII UNDERLAYMENT (L=20', W3.=6', W O 00 M,1 ^ L!1 O6 Lo ^ ci Q1 l W O ^ N O ^ nl N .t O ^ 0+00 o+So 1+00 1+50 2+00 2+50 3+00 STR-66B - STR-EX-32 PROFILE lO „ N d d V m V M CID N 30 v' 0 0 0 p ^ m 0 O� + �O0 I^ O Q Q) F > STR:40 VDOT STD. DI-3B (L=8') 'r 0 °1� F- Ln � 0 TP=748 33 > m q ^ ^� o> ^ oo r- O o 0 INV IN: 740.43 TO 406 ID 7 O z z = u - - O 0° ^~ p � z > 0 0 .4 ^ "' 4�- 76o INV IN: 744.67 TO RF-6 TO ao � F o >>>-.. ^_O-o a ..� INV OUT: o. 28 74 33 in-zzz Fa» F-ZZ P�?O d v Ha>> v1 F- Z Z 760 m >_ M 755 PROPOSED, 20P SED 8" WATERLINE CROSSING 745 m m M W 06 ^ ^ 0+00 GRAD 755 750 �Amz�u L24" RCP 48.25 LF @3.04% 24" RCP 56.66 LF Qa 0.72% 745 m � ^ Ln 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 m M MO 0 y0 0 STR:So VDOT STD. DI-313 (L=io') F 0 TP=749-SO N INV IN: 742.02 TO SOB 0 0 r o 9 ^ INV IN: 743.5oTO52 m "' �F INV OUT: 741.92TO28 L 750 I?zp L z z 750 PROPOSED 8" WATERLINE PROPOSED GRAD CROSSING 745 745 EXISTING GRADE 740 740 18" RCP 27.66 LF Qa o.83% 735 735 M ry of n � ^ o+00 0+50 STR-5oB - STR-50 PROFILE 0 It v 0 aO�0 LL n OO~ 2 Lrn MS oN CR '^tpO755 2 > O S °�0) c I- �n �n o 0 o_ >>> p n N In f z z z 0 m > o rn 0) - 750 00 tzzzo �_ - _+_ Ha»» 1n F- z z z z 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 00 Ca m o m `" °� p aax0 00000 0�C10 �It 0 My v1m^ > C9 ^ ^ - .. � z Z Z p FCL �zzzz ED GRADE LEXISTIP )POSED 8" GRADE TERLINE )SSING 1.T i5' RCP 0g% 1.7 11601VF�3. 2 2' 18" RCP 29.16 LF Qa i.lo% PROPOSED 8" SANITARY SEWER CROSSING 18" RCP 47.78 LF @2.74°6 STR:6o VDOT STD. DI-3C (L-6') STR:64B VDOT STD. DI-3B (L=8')00 TP=755 08 � TP=75675 INV IN: 747.So TO 62 m INV IN: 752.00 TO RF-ia SCOTT R. LINS Z INV IN: 747.27TO6oB ^ 0 INV IN: 753.o8T0 RF-11 No. 35791 a INV OUT: 747.17 TO 58 0 O INV OUT: 749.75 TO 64 F- 29 22 STR:58 VDOT STD. DI-3B (L=6') O STR:64 VDOT STD. DI-313 (L=8') ]60 TP=755-58 F- 09 m TP=75675_ 760 IONnt. E�Gt w INV IN:74b.255 I V b0 o M INV IN:749-43TO64B o o INV OUT: 746.75 TO S6 N �� INV OUT: 74933 TO 62 v - n Ln O 1D a » z z 755 > "' 't O STR:56 VDOT STD. MH 755 a pj F z z TP=752.00 INV IN: 746.43 TO 58 INV OUT: 746.33 TO 54 EXISTING GRADE PROPOSED I 1n ROPOSED GRADE WATERLINE CROSSING 750 750 24" RCP 62.03 LF @ 1.23% �- . OUT-743 75 15' i34.83 LF RCP @ 1.04% 15" 27.68 RCP LF @ 1.26% 745 =mmmmmol=_ 24 RCP 29% _15" RCP 32.18 LF @1.03% 745 PRAP LINED 1. 134.29 LF Qa y 24" RCP TER FABRIC 24" RCP 51.28 LF @ o.620/0 >_=12', D=i.5') 44.2S LF Qa 0.72% PROPOSED 8" SANITARY 740 SEWER CROSSING 740 M W n 3 O N l0 p Ol M N •i V1 Ol y, n n n n n n n n n ^ ^ ^ ^ ^ ^ n ^ ^ M 0+00 o+So 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+So 5+00 STR-64B - SWM FACILITY'B' PROFILE N F- w _ m ) It wt u 0 76o 11 76o Ci F o o ot r0 00 v~i °o 11 STR:52 VDOT STD. DI-3B (L=io') STR:52B VDOT STD. DI-3B (L=10') Ln 00 N ~O n °o ,Nn LL m TP=755 25 TP=755 25 ~O 8 v,o6 > N ^ ^ g m m INV IN: 748.02 TO 52B INV IN: 751.S8 TO RF-8 t 't = 2 0 u 0 0 INV OUT: 747-92 TO 5o INV OUT: 748.25 TO 52 O p 755 Ln ° ° ~ 000, 755 �zz� O d»> nl zzz 0 F- 0 000 Ln F N 0 ii »> z z z o 8, O Ltl'y °, PROPOSED 8" 76O o ^ ^ N > ^ ^F a, WATERLINE 0 m o m > v �F O .. v 'tZ ZO CROSSING °N� -tzzzp 1.- 750 a > > > > Ia. 750 1n F-z zzz PRoe OPOSED GRADE 755 745 750 a.T 15" RCP 740 57-So LF Qa 1.74% i' 6,% 745 PROPOSED 8" SANITARY SEWER CROSSING 735 740 Vl w m ^ ^ ^ 0 m m O m 6^ n ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-46 - STR-28 PROFILE VI:1�'TIC;,AI, GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE I FEET ) I inch = 50 ft. 3+50 735 730 725 730 725 bs5-RCP 745 15 R 2.71% 27.63 LF @ o.83% 163 \ 740 5 SANITARY XISTINGI GRADE CROSSING i5" RCP 64.16 LF Qa 1.82% V1 w N H n �, M M ^ N W Ol Ir 0+00 0+50 1+00 1+50 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-i 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. 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. d ZZ O� H m J zw F- u n z E o W •• d n L M� W ♦"J cM Q Cy) z N � W C`7 N Q W CY) N z w NLu Q > J Q ui > O J � O 0 O J � Q Z Q z w U W F 1 W Y N 111 Lu ul0 - Q O W = l/1 Z Lu L Lu uj J H W J c C:) Q o N U) U w J U w w w x a Ln JOB NO. 182154 SCALE V:1"=5' H: i" - o' SHEET NO. 21 750 745 740 735 STRa6D VDOT STD. DI-3C (L=6') TP=735-42 INV IN: 729.17 TO 68 INV IN: 727.93 TO 16F INV OUT: 727.81 TO 1613 O e yo3 65 L 725 STR:70 VDOT STD. DI-36 (L=8') TP=746-75 INV IN: 739.6o TO 7oB INV IN: 742.67 TO YD-i1 INV OUT: 739.5o TO 68 STR:68 VDOT STD. DI-36 (L=8') TP=739-17 INV IN: 733.io TO 70 INV IN: 735.5oTO RF-ig INV OUT: 733.00 TO 16D EXISTING GRADE PROPOSED GRADE 15 F V 5. _09 STR:7oB VDOT STD. DI-313 (L=8') TP=746.83 INV OUT: 740.00 TO 70 750 745 PROPOSED! WATERLINE CROSSING 740 15" RCP 27.72 LF Qa 1.44% 735 lr1 W F O m 0 'D N O n n^l M n^l M n ^ It n � •^t rl 0+00 0+50 1+00 1+50 2+00 2+50 STR-7oB - STR-16D PROFILE 730 725 STR:EX-5o NEW DI-iTOP EX TP-7ze,4;a 722.50 EX INV IN: 713.27 TO EX-52 730 EX INV OUT: 713a7 TO EX-16 STR:EX-16 EX-MH EX TP=722.00 EX INV IN: 712.67 TO EX-50 PROPOSED EX INV IN: 712.75 GRADE EX INV OUT: 710.8- 1 1 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 [-GRADE 750 TIE-IN TO EXIST] STORM SEWER WITH DOGHOUSE STR:78B VDOT STD. DI-313 TP=745-58 INV OUT: 739.58 TO 78 745 745 PROPOSED GRADE 740 740 NG 15" RCP 15" RCP 2ROPOSED 13.25 LF [7a 4.38% MANHOLE LE 735 a a a 720 1rl- EXISTING STRUCTURE TOP TO BE MODIFIED II PROPOSED 8" SANITARY 715 SEWER CROSSING 1 2 4' i I II II I 15 RCP 710 1 LJ I 84.7o LF Qa 0.590/0 15" RCP 54.85 LF Qa 0.57% 705 i� 0 mH STR:EX-68 NEW MH TOP EX TP=719.58 EX INV IN: 714.18 TO 76 o EX INV OUT:714.o8 TO EX-52 730 r a � x STR:76 VDOT STD. DI-313 (L=8') O X , TP=721.50 _ wF- 0 INV IN: 714.6oTO 76B 2 F- � INV OUT: 714.5o TO EX-68 m w N ° ^ 725 N r� STR:76B VDOT STD. DI-3B (L=8') C� r" ? O TP=721.42 w CL INV IN: 737.42 TO YD-7 F-Z Z INV OUT: 715.00 TO 76 �xxx Ln LU LU LU 720 rti II II EXISTING GRADE I I II � F 15" RCP 67.29 LF Qa o.59% 715 SCOTT /R. 05-LLINS Z No. 35791 a 7/29/22�� V 3RCP 33.82 LF Qa 1.18% 15" RCP 710 24.57 LF Qa 1.30% Z zo J t TIE-IN TO STORM SEWER STRUCTURE O U DF INSTALLED WITH PHASE i DEVELOPMENT 705 IM04 o c F L M N W L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-76B - EX-STR-16 PROFILE 745 STR:72 VDOT STD. DI-3B (L=6') TP=73o.83 INV IN: 724.9' TO 74 INV OUT: 724.83 TO 22 r Q f EXISTING L=1o') GRADE STR:22 VDOT STD. PROPOSED DI-313 (L=4') GRADE TP=73o.67 INV IN: 724.5o TO 72 INV IN: 723.27TO 22B INV OUT: 723.17 TO 20 730 725 15 R�g.4I% y1y.45VF 15" RCP 18.25 LF Qa 1.81% 720 745 STR:74 VDOT STD. DI-313 (L=8') TP=736.00 INV IN: 728.93 TO 74B INV OUT: 728.83 TO 72 I- STR:74B VDOT STD. DI-36 (L=1o') TP=736.17 INV IN: 732.5oTO RF-21 INV OUT: 729.33TO74 735 PROPOSED 8" WATERLINE CROSSING 730 15" RCP 33-75 LF @a 1.ig% 7�5 720 0+00 0+50 �D N .�i m N '1 N m � n ^ n STR-78 - STR-78B PROFILE 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22 PROFILE VERTICAL GRAPHIC SCALE s o 2.5 s to 20 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 ( IN FEET) STANDARDS. 1 inch = 5 ft. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. HORIZONTAL GRAPHIC SCALE SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 0 o s so 00 00 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ( IN FEET) ACCORDANCE WITH STANDARD ST-1 AS FOUND 1 inch = 50 ft. IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 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. 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. ZCy) C'7 cM Cy) N Nt C'7 W N O N W N Zw J J U) 0 w 0 zJ _ W Y Lu F___ in Z Lu J F_ LU J0� Q Lum Lu 0 z Lu z Q 0 V1 W O J LL Q �w 1 w N � LU C):� 2 l/1 z Lu Lu (� V ^ ,z v ) Lu U 0- w F-- w O w x o_ Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 21A 0 U 0 0 0 0 - / �♦� `vv v 7� vv vv vvv \ / --- -�- _ ---T - _ Cl \ \ \ \ • \/ 6 ♦♦ \ C(/ VG ---/-- - r ♦ RAINAGE DIVIDE (TYP.) 4F �I J ♦ \ \ \ \ \ J/ \ v _ - /„, �/� io� �\ �; 6oD<o i \ \�-_ � �,, l � � �Z� � + \+♦ \ jlOr for o -__ YD-4C \�\ \ �� \ \ �_- ... p � z°� T !OP l� <�. YD-6A - __ __❑� � � � - / �� F � � � � ♦ \ \�\ \ so z4j zsz T z(Op !° ! YD-yA \� � � \ \ \ \/ o � ep° C X _ - -o - �F �• RF izA � °s zz°T C `• YD-6C �� ��� - �- -__-�/ ♦ �w� v 466 �S- � 1 z� z!°T ! l\ \. �� A COl ! \•n D 6D - - \ / - - 46 \` +-�--�` ., "` \`��.��„ - \ .. d ROJECT BOUNDARY (TYP.) -- - 6yB .� = -.. ,� zs°T ,Co - - - - - - - j- , \ \ �:... COT ;"RF 5A � ... B� : �`~~"�^...,•` �Y � .aRF-9A 9=-9�F y` \ o. I ♦ \.. ��, ,„ o ( W \ _ 1 ' _ V " .:::: \ i;� :`.`1 ♦ -r.... /c_, ;� 9) _ ....._._. "`°... � _.� ��Y �, , '�s ;I. - / � C zS, COr � .z�.., -,: O: _- '\\ ' `` \\` v o ` e6 ,' > �T �,l ,•`�� /�'� �,, �. '�s z<oT �oT RF � �_ � 'ss !Or �.; � `.. z o � � \ a 3 S ..: ~\ ;h\,.:/ o l //� 9s .q/�♦♦.. <oT / T YD_ C s 4zB 's5 !OT` RF-i B ��`:✓ - - - � tj o .. \ _ `-a-o \ ..�\ \ �i / _i. a ; /....... GgR ♦. �,:�<.� x�� 9 z °T./ / ys _ �� RF-6B z6& alOr " /..RF i A \\ 4 h J Structure Area (Acres) Cw tc (Min.) YD-1 0.17 0.55 6.0 YD-lA 0.15 0.55 6.0 YD-1B 0.22 0.50 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 1 6 0 0 � o o ° o o\� � a o \ \ .. _ / , � � �. ♦ � YD-gA 3.-�. z op / !p z T �� :> x B \ � � \ - o � \ - \ > o ° ` , °�� �♦��\ ` " RF-6A s I / /, zss 9 (OT �� 66 � ° o� \ \ o \ � _- c / \ � ♦... RF-4 '' zj / z6.' , \ RF_i�A z8 3 \ � \ �� �� \\\ i� \ter o ° o o. oo ° c \ /Tr. s3g., �\ I \ \Da � -._ / F,/ gB '........} � M �.., yOB ,° �,� COT A YD 2C..CO .y // � ✓ �ea.T < 4 \ �� \ v t v% // �v�vVv��vvvAv� vvvvvatev _ vv vvvv vvvv o \\\ \\ \ \\ \ \ \ \ 1 �v �v vvv Vvvvvv / vvvv v� v v a / / > W � 0 \ DO \p \ Do O \ \ 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 4 (Min.) 2 0.00 0.90 5.0 4 0.00 0.90 5.0 6 0.00 0.90 5.0 8 0.13 0.75 6.0 8B 0.12 0.75 6.0 10 0.13 0.75 6.0 12 0.10 0.75 6.0 12B 0.14 0.75 6.0 14 0.09 0.75 6.0 16 0.30 0.75 6.0 16B 0.10 0.75 6.0 16D 0.15 0.75 6.0 16F 0.02 0.75 5.0 18 0.46 0.30 8.0 G 20 0.10 0.75 6.0 20B 0.16 0.75 6.0 22 0.02 0.70 2.0 22B 0.18 0.75 6.0 ° 24 0.03 0.70 5.0 Structure Area (Acres) Cw t� (Min.) RF-1 0.00 0.90 5.0 RF-lB 0.00 0.90 5.0 RF-IC 0.06 0.90 5.0 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 1 0.06 1 0.90 5.0 SCOTT /R. OOUINS'Z No. 35791 1L. 7/29/22 Z Z o d 0 y U w j w `- U) Z J O F-i- u N_ Z W o > w a Q N M N O\l m n L LU 7 M G M 0' Q ry � z W U� t _ "tu / / ) v ( ) y DRAINAGE DIVIDE TYP. Ul w m ioo YEAR FLOODPLAIN If ,A -pro PROJECT BOUNDARY TYP ✓::: _ O` z RF zo o- \ / ') z \ V A � \ V A�\ � VA A o V A � � � ( )� � o� � � " / �� zz �♦ zz8`�' / � ��' A RF z3B % -. V °' \\- -EXISTINGSTREA \ \° \ \ \\ j/ ioo WPOBUFFER l �� �F �4 \ ° \\ \/ w \Ce °!O� \ \\ DRAINAGE DIVIYPDP. v GRAPHIC SCALE \ \ \ �`\ \ \ \\ _ �\ \\ \ \ o\ � \ . \\\ :� R �'� o ° \\��� �� �� \ Q, ` �,.. � ". RF-i �� < �°r � - <o •^a RF-z3A '�/ � ��- '�"39` C)O 60 0 30 60 120 �\•� sor �/ �a _ YD-j �, N \ Y�100 `� \ ( IN FEET ) v v A V V A A V \ o ✓ 1 A k V-a \ �o. A� A , cF _ . - �'- A _ \ A V A A V \ V A A \ L ° ° 1>\\ � !V � � ' o A .> . � i � YDaB !� •n.'7�" v A \ RF-zzC EX-uLU \ 1 inch = 60 Ft. \ �\ \\\ \\ \ \ \ \ �\ \ � ool°\` �\ :� \� E oc \ \ � <o ... � \ \ (�� \�E- _ -- �� J \ A A V A A V ✓ 1 a o \ :A \ ° \ , 'Or rs !OT RF zz 0 \.•� ° \ � YDa � /' <°r ss ,... 768 � J � zs: o � O A A A \ V o A -\ } o ° ° o �V A, V I / 76 \ �\ za Or ay°T <pr RF z of JOB N0. \ o\ N. \ \ �\ \ \ ' n yp7 / / \�A\\ VAV A A V A \�f\,r °q�i '� v �l s zke zOTzA 182154 8B \C '� �: EX-68�� �� �� SCALE ��48 ��� SEX-$o Iu 6oi / A A\ \V A � A\\ V AV v vv `vvA A A � I� °� �:. AAA � � ,oe � a �._ � O,� � ✓ s°T \� / � °sc �v SHEET NO. EX-16 .r V A A \ V A A A A .. `.cr A`. �� YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD-2E 12" Yard Drain 751.67 12 40.75 9.82% 747.00 743.00 HDPE YD-2D 12" Yard Drain 746.00 12 48.94 1 5.46% 1 743.00 740.33 1 HDPE YD-2C 12" Yard Drain 743.33 12 44.07 3.02% 740.33 739.00 HDPE YD-2B 12" Yard Drain 742.00 12 48.43 3.45% 739.00 737.33 HOPE YD-2A 12" Yard Drain 740.33 12 13.85 2.38% 737.33 737.00 HDPE YD-2 12" Cleanout 742.75 12 60.53 1.37% 737.00 736.17 HDPE YD-10 12" Yard Drain 745.67 12 18.34 0.93% 742.67 742.50 HOPE RF-15A 8" Cleanout 746.50 8 149.76 4.390/6 743.83 737.25 HOPE RF-15 8" Cleanout 741.00 8 18.07 9.680/6 737.25 735.50 HOPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 736.83 HOPE RF-16 8" Cleanout 739.50 8 16.51 9.091/6 736.83 735.33 HOPE RF-17A 8" Cleanout 751.00 8 99.76 7.35% 748.33 741.00 HOPE RF-17 8" Cleanout 744.50 8 21.44 9.33% 741.00 739.00 HOPE YD-11 12" Yard Drain 746.00 12 28.30 1.17% 743.00 742.67 HOPE YD-9F 12" Yard Drain 749.50 12 40.60 8.62% 745.50 742.00 HDPE YD-9E 12" Yard Drain 746.00 12 63.96 4.17% 1 742.00 739.33 HDPE YD-9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE YD-9C 12" Yard Drain 739.67 12 50.96 5.24% 736.67 734.00 HDPE YD-913 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE YD-9A 12" Yard Drain 736.33 12 67.62 1.23% 733.33 732.50 HDPE YD-9 12" Cleanout 736.00 12 12.10 6.200/6 732.50 731.75 HDPE RF-18A 8" Cleanout 740.00 8 100.19 3.990/6 737.33 733.33 HDPE RF-18 8" Cleanout 736.00 8 14.37 5.78% 733.33 732.50 HOPE RF-19A 8" Cleanout 746.50 8 104.40 6.23% 743.83 737.33 HDPE RF-19 8" Cleanout 741.00 8 19.69 9.29% 737.33 735.50 HDPE YD-8E 12" Yard Drain 740.50 12 1 63.44 2.881/6 737.50 735.67 HOPE YD-8D 12" Yard Drain 738.67 12 53.43 3.130/6 735.67 734.00 HDPE YD-8C 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HOPE YD-8B 12" Yard Drain 735.67 12 60.00 4.450% 732.67 730.00 HOPE YD-8A 12" Yard Drain 733.00 12 64.81 2.050/6 730.00 728.67 HOPE YD-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 HOPE RF-20 8" Cleanout 732.00 8 18.41 9.51% 728.75 727.00 HDPE RF-21A 8" Cleanout 741.00 8 109.32 1.83% 737.33 735.33 HOPE RF-21 8" Cleanout 738.00 8 29.61 9.56% 735.33 732.50 HOPE YD-7 12" Yard Drain 722.00 12 84.75 1.86% 719.00 71742 HDPE RF-22A 8" Cleanout 725.00 8 36.64 0.900/0 722.33 722.00 HOPE 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 HOPE 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% 742.08 732.33 HDPE RF-24 8" Cleanout 737.00 8 20.50 9.760/6 732.33 730.33 HDPE RF-25A 8" Cleanout 749.00 8 83.14 4.31% 746.33 742.75 HDPE RF-25 8" Cleanout 746.00 8 1 8.87 1 8.46% 742.75 742.00 HOPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION RF-26A 8" Cleanout 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" Geanout 754.00 8 152.90 1.64% 751.33 748.83 HDPE RF-13 8" Geanout 751.75 8 19.44 6.84% 748.83 747.50 HOPE RF-6B 8" Geanout 753.50 8 73.11 4.32% 750.83 747.67 HDPE RF-6A 8" Geanout 750.33 8 52.95 1 2.68% 1 747.67 746.25 1 HDPE RF£ 8" Geanout 749.00 8 15.84 9.97% 746.25 744.67 HDPE RF-4A 8" Geanout 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 RF-5A 8" Cleanout 757.50 8 74.97 5.34% 754.83 750.83 HDPE RF5 8" Geanout 754.00 8 17.22 1 9.64% 1 750.83 749.17 1 HDPE RF-14A 8" Cleanout 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 HOPE RF-14B 8" Geanout 757.00 8 134.13 0.99% 754.33 753.00 HDPE YD-413 24" Yard Drain 757.67 12 69.54 1.08% 754.67 753.92 HOPE YD-4A 24" Yard Drain 757.00 12 66.17 1.01% 753.92 753.25 HDPE YD-4 12" Geanout 757.00 12 19.17 1.72% 753.25 752.92 HOPE YD-4E 12" Yard Drain 758.33 12 42.89 1.54% 755.33 754.67 HOPE 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" Cleanout 757.67 8 115.19 1.09% 755.00 753.75 HDPE RF-9 8" Cleanout 757.00 8 6.83 7.32% 753.75 753.25 HDPE RF-10 8" Geanout 759.33 8 138.69 2.47% 756.67 753.25 HOPE YD-3D 12" Yard Drain 754.00 12 48.78 6.83% 751.00 747.67 HOPE YD-3C 12" Yard Drain 750.67 12 73.93 1.81% 747.67 746.33 HOPE YD-313 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 YD3G 24" Yard Drain 757.00 12 1 82.14 4.87% 754.00 750.00 HOPE YD-3F 24" Yard Drain 753.00 12 6T 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 HOPE RF-7 8" Cleanout 752.00 8 15.48 9.69% 747.83 746.33 HOPE RF-8A 8" Geanout 759.00 8 120.76 2.48% 756.33 1 753.33 HDPE RF-8 8" Geanout 756.00 8 18.34 9.54% 753.33 751.58 HDPE YD-6D 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-613 24" Yard Drain 757.00 12 55.97 1.20% 753.50 752.83 HOPE YD-6A 12" Yard Drain 756.67 12 75.92 1.09% 752.83 752.00 HDPE YD-6 12" Yard Drain 756.00 12 19.34 2.59% 752.00 751.50 HOPE 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" Cleanout 756.33 8 140.73 1.07% 753.67 752.17 HOPE RF-12 8" Cleanout 757.50 8 15.49 1.10% 752.17 752.00 HDPE YD-5A 12" Yard Drain 735.33 12 16.00 9.38% 1 729.00 727.50 HDPE YD-5 24" Cleanout 730.00 12 16.85 9.91% 723.00 721.33 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA, (i.) n.) LENGTH" (ft SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD-113 12" Yard Drain 717.00 12 65.80 4.06% 714.00 711.33 HOPE YD-1A 12" Yard Drain 714.33 12 47.80 2.09% 711.33 710.33 HOPE YD-1 15" Yard Drain 713.33 12 45.40 1.83% 710.33 709.50 HDPE ROOF-16 8" Cleanout 732.50 8 65.35 2.30% 730.50 729.00 HDPE ROOFAA 8" Cleanout 731.00 8 86.60 3.46% 729.00 726.00 HDPE ROOF-1 8" Cleanout 729.00 8 12.75 9.80% 726.00 724.75 HDPE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' I (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 16F DI-3B CG-6 4 735.33 16E 15 28.31 1.13% 728.25 727.93 RCP 16D DI-3C CG-6 6 735.42 16C 15 33.99 0.68% 727.83 727.60 RCP 16B DI-3B CG-6 6 735.75 16A 18 28.26 0.81% 727.50 727.27 RCP 16 DI-3B CG-6 10 735.75 15 18 104.11 1.03% 727.17 726.10 RCP 14 DI-3B CG-6 6 734.00 13 18 90.62 1.74% 726.00 724.42 RCP 12 DI-3B CG-6 8 730.42 11 24 93.89 1.68% 719.58 718.00 RCP 10 DI-3B CG-6 10 723.58 9 24 93.37 1.79% 711.50 709.83 RCP 8 DI-3B CG-6 10 715.58 7 24 12.54 1.99% 708.00 707.75 RCP 2 MH - - 709.83 1 24 46.37 1.79% 703.83 703.00 RCP 8B DI-3B CG-6 10 715.33 8A 15 28.04 0.82% 708.33 708.10 RCP 20B DI-3B CG-6 8 728.50 20A 15 27.68 1.16% 721.50 721.18 RCP 20 DI-3B CG-6 6 728.42 19 18 22.32 1.03% 721.08 720.85 RCP 18 DI-1 - - 729.00 17 18 20.90 0.72% 720.75 720.60 RCP 12B DI-313 CG-6 10 730.58 12A 18 27.78 0.90% 720.50 720.25 RCP 24 DI-313 CG-6 4 731.50 23 15 31.01 1 1.35% 724.42 724.00 RCP 22B DI-3C CG-6 6 730.67 22A 15 28.89 1.07% 723.58 723.27 RCP 22 DI-313 CG-6 4 730.67 21 15 76.94 1.52% 723.17 722.00 RCP DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 34D DI3B CG-6 12 747.58 34C 15 33.67 1.19% 740.83 740.43 RCP 34B DI-3B CG-6 4 747.75 34A 15 73.62 5.75% 740.33 736.10 RCP 34 DI313 CG-6 8 742.67 33 15 106.15 2.59% 736.00 733.25 RCP 32B DI-313 CG-6 8 739.00 32A 18 47.93 1.00% 731.58 731.10 RCP 32 DI3B CG-6 10 738.58 31 24 167.56 0.54% 731.00 730.10 RCP 30 DI313 CG-6 8 745.50 29 24 47.57 0.53% 730.00 729.75 RCP I 38 I I I I I I I DI-3B 6 I 735.58 I 37 15 19.47 3.85% 731.08 730.33 RCP 74 1 1 1 1 1 1 1 DI313 - 8 736.00 73 1 15 1 112.45 1 3.47% 1 728.83 1 724.93 1 RCP 72 1 1 1 1 1 1 1 DI3B - 6 730.83 71 1 15 1 18.25 1 1.81 % 1 724.83 1 724.50 1 RCP RCP 8 1 751.25 46 1 1 1 1MH CG-6 - 758.25 45 1 15 1 57.50 1.74% 1 751.00 750.00 RCP 44 MH CG-6 - 756.92 43 15 95.47 2.61 % 748.42 745.93 RCP 42 DI-3B CG-6 8 752.83 41 15 116.07 3.08% 745.83 742.25 RCP 40B DI3B CG-6 8 748.50 70A 18 29.16 1.10% 740.75 740.43 RCP 40 i i i DI-313 CG-6 8 748.33 1 47 1 15 1 100.44 1 0.56% 1 749.08 1 748.52 1 RCP I I I I I I 426 I I I I I I DI-3B CG-6 I 6 I 753.33 I 42A 15 29.02 1.10% 746.25 745.93 RCP 1 46B I I I I DI-7 CG-6 I 757.75 46A 15 35.93 1.39% 751.75 751.25 RCP CULVERT-1 I I I I ES-1 I CG-6I - I 758.33 15 16.83 11.88% 756.00 754.00 RCP 1 49 1 15 1 64.16 1 1.82% 1 741.92 1 740.75 1 RCP I I I I I 50B I I I I DI-3B CG-6 I 8 I 749.50 I 50A 15 27.66 0.83% 742.25 742.02 RCP 64B I I I DI313 CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI-3B CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI313 CG-6 8 755.33 61 15 32.18 1.03% 747.83 747.50 RCP 60 DI-3C CG-6 6 755.08 59 24 51.28 0.62% 747.17 746.85 RCP 58 DI313 - 6 755.58 57 24 44.25 0.72% 746.75 746.43 RCP 56 MH - - 752.00 55 24 134.29 1.29% 746.33 744.60 1 RCP 54 DI-1 - - 749.50 53 24 61.03 1.23% 744.50 743.75 RCP 60D DI-7 CG-6 - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI3C CG-6 12 754.67 WA 24 56.66 0.71% 747.67 747.27 RCP SCOTT /R. OOUINS'Z No. 35791 1L. 7/29/22 V) Zz O d 0 H m � J H O h u ` ° o /W Ii � A W N CD m N N LU J J_ 0 LU 0 zJ W LU I- I n D C. ZLU LU U) ttttJLU tttttJ Q 0 O O N u z LU M z LU I..L C) U 00. �/ LL J . z L LU LL Q I LU N Q w z <; 2^ p' 0- z W U (L�L'j v z V / Q U LU - w O w � 2 a � JOB NO. 182154 SCALE N/A SHEET NO. 23 AGE D (IN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I iIN4'IR) Q (CFS) 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 I5"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"NyloplastYardIrilet 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 Yard In1M - 50% clogged 0.22 5.60 0.15 0.55 4.00 0.330 0.98 WEIR FLOW YD-IA 12" Nyloplast Yard pilot - 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"NyloplastYazdhilet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIR FLOW YD-1 B 12" Nyloplast Yard hilet - 50% clogged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIR FLOW YD-1 B 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 I1ilet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 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 0.216 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 0.240 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 Inlet - 50'/o cloyed 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2D 12" Nyloplast Yard Inlet 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 1.37 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 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 Yard Inlet - 50% cloyed 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-3B 12"NyloplastYardlnlet 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 Irilet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 1.65 WEIR FLOW YD-3C 12"NyloplastYazdInlet 0.43 11.19 0.10 0.50 4.00 0.200 0.39 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 Inle[ - 50% clogged 0.22 5.60 0.10 0.50 4.00 0.200 0.63 WEIR FLOW YD-3C 12" Nyloplast Yazd Inlet - 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 Yard Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW YD-3D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIR FLOW YD-3D 12" Nyloplast Yazd Ttilet-50%clogged 0.22 5.60 0.12 0.50 6.50 0.390 137 WEIR FLOW YD-3E 24"Nyloplast Yardlnlet 1.40 21.73 0.41 0.55 4.00 0.902 0.69 WEIR FLOW YD-3E 24"NyloplastYardlnlet 1.40 21.73 0.41 0.55 6.50 1.466 0.96 WEIR FLOW YD-3E 24" Nyloplast Yard Inlet - 50% cloyed 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 Yard Inlet 1.40 21.73 0.22 0.55 6.50 0.787 0.63 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet - 50% cloyed 0.70 10.87 0.22 0.55 4.00 0.484 0.72 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet - 50% cloyed 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 Yard 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% domed 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 Yard Inlet 1.40 21.73 0.35 0.40 6.50 0.910 0.70 WEIR FLOW YD-4B 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.35 0.40 4.00 0.560 0.80 WEIR FLOW YD-4B 24"NyloplastYazdlnlet-50%clo�ed 0.70 1Q87 0.35 0.40 6.50 Q910 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% cloyed 0.22 5.60 0.09 0.50 4.00 0.180 0.58 W ElR FLOW YD-4D 12" Nyloplast Yard Inlet - 50% cloyed 0.22 5.60 0.09 0.50 6.50 0.293 0.81 W EIR 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 hilet - 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 0.33 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.30 4.00 0.096 0.38 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.30 6.50 0.156 0.53 WEIR FLOW YD-6 12" Nyloplast Yard Irilet 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 Yazd 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 Yard 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% cloyed 0.70 10.87 0.34 0.50 6.50 1.105 1.26 WEIR FLOW YD-6C 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.45 4.00 0.306 0.52 WEIR FLOW YD-6C 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.45 6.50 0.497 0.72 WEIR FLOW YD-6C 12" Nyloplast Yazd hilet - 50% clogged 0.22 5.60 0.17 0.45 4.00 0.306 0.84 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 inlhr for spread, and 6.5 in/hrfor ca pacify and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Intel C � � s" g � � m, � u t lo° `a W W ° � o � 6 '- d ci u o 0 o � 3 N O. .TV. ® � �' -°W a o ,o � C '� r m 3 g 163 �y` w w in m w a vi N 3 �, u3, � w° ° d --N° � y w �' S W b � W o ° $ c � v � � � � � 15 c � Z E W � �, � � w o o � � 8 38 10.0 0.73 Q.75 0.098 0.39 0.00 0.39 0.0678 0.0200 2.0 0.0833 4.1850 3.27 0.98 3.5192 0.1466 0.1637 6.741.00 0.39Maxim um allowable spread=T 8B 36 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0676 0.0200 2.0 0.0833 4.1650 3.16 0.99 3.5192 0.1466 0.1652 6.48 1.54 1.00 0.36 0.00 Maxim um allowable spread=7' 10 38 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0938 0.0200 2.0 0.0833 4.1650 3.08 D.99 3.5192 0.1466 0.1652 7.39 1.35 1.00 0.39 0.00 Maximum allowable spread=T 12 3B 8.0 0.70 0.75 0.075 0.30 0.00 0.30 0.0551 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1488 0.1652 585 1.42 1.00 0.30 0.00 Maxim um allowable spread=7' 12B 3B 10.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0551 0.0200 2.0 0.0833 4.1650 3.50 0.97 3.5192 0.1466 0.1622 6.57 1.52 1.00 0.42 0.00 Maxim um allowable spread=7' 14 3B 6.0 0.09 0.75 0.088 0.27 0.00 0.27 0.0214 0.0200 2.0 0.0833 4.1650 3.54 0.87 3.5192 0.1468 0.1822 4.11 1.46 1.00 0.27 0.00 Maxim um allowable spread=7' 16 3B 10.0 0.30 0.75 0.225 0.90 0.00 0.90 0.0120 0.0200 2.0 0.0833 4.1650 8.20 0.80 3.5192 0.1466 0.1373 6.33 1.58 1.00 0.90 0.00 Maxim um allowable spread=7' 16B 3B 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0120 0.0200 2.0 0.0833 4.1650 0.10 0.94 3.5192 0.1466 0.1578 3.67 1.63 1.00 0.30 0.00 Maxim um allowable spread=7' 16F 3B AO 0.02 0.75 0.015 0.08 0.00 0.08 0.0200 0.0200 2.0 0.0833 4.1650 2.04 1.00 3.5192 0.1488 0.1886 2.11 1.90 1.00 0.06 0.00 Maxim um allowable spread=7' 20 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0833 4.1650 3.73 D.97 3.5192 0.1466 0.1622 4.21 1.42 1.00 0.30 0.00 Maxim um allowable spread=7' 208 3B 8.0 0.18 0.75 0.120 d48 0.00 0.48 0.0200 0.0200 2.0 0.0833 4.1650 0.45 0.92 3.5192 0.1488 0.1549 5.27 1.52 1.00 0.48 0.00 Maximum allowable spread=7' 22 36 AO 0.02 0.70 0.014 0.08 0.00 0.08 0.0200 0.0200 2.0 0.0833 4.1650 1.89 0.92 3.5192 0.1488 0.1549 2.14 1.87 1.00 0.06 0.00 Maximum allowable spread=7' 24 3B 0.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0200 0.0200 2.0 0.0833 4.1650 2.31 1.00 3.5192 0.1466 0.1666 2.43 1.65 1.00 0.08 0.00 Maximum allowable spread =7' 30 3B 8.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0421 0.0200 2.0 0.0633 4.1650 3.78 0.96 3.5192 0.1466 0.1608 6.28 1.27 1.00 0.45 0.00 Maximum allowable spread=7' 32 3B 10.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0337 0.0200 2.0 0.0633 4.1650 0.89 0.9D 3.5192 0.1466 0.1520 7.40 1.35 1.00 0.72 0.00 Maximum allowable spread=7' 32B 3B 8.0 0.73 0.75 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0633 4.7850 0.11 0.94 3.5192 0.1488 0.1578 4.78 1.87 1.00 0.39 0.00 Maximum allowable spread=7' 34 3B 8.0 0.08 0.80 0.064 0.26 0.08 0.32 0.0525 0.0200 2.0 0.0633 4.1650 3.17 0.99 3.5192 0.1488 0.1652 5.68 1.41 1.00 0.32 0.00 Maximum allowable spread=7' 34B 3B 0.0 0.08 0.70 0.056 0.22 0.00 0.22 0.0730 0.0200 2.0 0.0833 4.1650 2.82 0.99 3.5192 0.1466 0.1652 5.43 0.74 1.00 0.16 0.06 34 Maximum allowable spread=7' 34D 3B 12.0 0.20 0.70 0.140 0.56 0.00 0.56 0.0730 0.0200 2.0 0.0633 4.1650 3.70 0.97 3.5192 0.1466 0.1622 8.07 1.49 1.00 0.56 0.00 Maximum allowable spread=l0' 36 3B 8.0 0.23 0.70 0.161 0.64 0.00 0.84 0.0200 0.0200 2.0 0.0633 4.1850 0.97 0.88 3.5192 0.1488 0.1490 6.11 1.31 1.00 0.64 0.00 Maximum allowables spread P 36B 3B 8.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0421 0.0200 2.0 0.0833 4.1650 3.56 0.97 3.5192 0.1486 0.1622 5.89 1.38 1.00 0.39 0.00 Maximum allowable spread=7' 38 3B 6.0 0.07 0.70 0.049 0.20 0.00 0.20 0.0212 0.0200 2.0 0.0833 4.1650 3.14 0.99 3.5192 0.1488 0.1652 3.55 1.89 1.00 0.20 0.00 Maximum allowable spread=l0' 40 3B a0 0.14 0.70 0.098 D.39 0.00 0.39 0.0200 0.0200 2.0 0.0633 4.1650 0.12 0.94 3.5192 0.1466 0.1576 4.79 1.67 1.00 0.39 0.00 Maximum allowable spread=7' 408 3B 8.0 0.18 0.70 0.126 0.50 0.00 0.50 0.0200 0.0200 2.0 0.0833 4.1650 0.53 0.91 3.5192 0.1466 0.1534 5.41 1.48 1.00 0.50 0.00 Maximum allowable spread=T 42 3B 8.0 0.71 0.75 0.083 0.33 0.00 0.33 0.0598 0.0200 2.0 0.0833 4.1650 3.15 0.99 3.5192 0.1466 0.1652 6.02 1.33 1.00 0.33 0.00 Maximum allowable spread=7' 42B 3B 6.0 0.06 0.70 0.042 0.17 0.00 0.17 0.0598 0.0200 2.0 0.0633 4.1650 2.44 0.99 3.5192 0.1466 0.1652 4.54 1.32 1.00 0.17 0.00 Maximum allowable spread=7' 50 3B 70.0 0.22 0.70 0.154 0.82 0.00 0.62 0.0376 0.0200 2.0 0.0633 4.1650 0.33 0.92 3.5192 0.1466 0.1549 7.09 1.41 t00 0.62 0.00 Maximum allowable spread=T 508 3B B.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0378 0.0200 2.0 0.0833 4.1850 3.85 0.96 35192 0.1466 0.1608 8.08 1.32 t00 0.45 0.00 Maximum allowable spread=T 52 3B 10.0 0.19 0.70 0.133 0.53 0.00 0.53 0.0378 0.0200 2.0 0.0833 4.1650 0.10 0.93 35t92 0.1466 0.1564 6.63 1.51 t00 0.53 0.00 Maximum allowable spread=T 52B 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0378 0.0200 2.0 0.0833 4.1650 3.85 0.95 3.5192 0.1466 0.1593 6.28 1.59 1.00 0.48 0.00 Maximum allowable spread=7' 58 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0184 0.0200 2.0 0.0633 4.1650 0.18 0.90 3.5192 0.1466 0.1520 4.78 1.26 1.00 0.39Maximum allowable spread=7' 82 38 B.0 0.20 075 0.150 0.80 0.00 0.60 0.0105 0.0200 2.0 0.0833 4, 1850 5.46 0.86 3.5192 0.1486 0.1481 4.95 i62 1.00 0.60 0.00 Maximum allowable spread=T 84 3B 8.0 0.28 0.75 0.195 0.78 0.00 0.78 0.0105 0.0200 2.0 0.0833 4.1850 B.02 0.81 3.5192 0.1488 0.1388 5.89 1.40 1.00 0.78 0.00 Maximum allowable spread=T 648 3B 8.0 0.20 0.80 Q180 0.64 0.00 0.64 0.0105 0.0200 2.0 0.0833 4.7850 5.59 0.85 3.5192 0.1468 0.1448 5.11 1.56 1.00 0.64 0.00 Maximum allowable spread=T 86 3B 8.0 0.22 0.70 0.154 0.62 0.00 0.62 0.0100 0.0200 2.0 0.0633 4.1650 5.58 0.85 3.5192 0.1466 0.1446 4.96 1.61 1.00 0.62 O.OD Maximum allowable spread =8.75 66B 3B 120 0.84 0.45 0.378 1.51 0.00 1.51 0.0100 0.0200 2.0 0.0633 4.1650 7.79 0.69 3.5192 0.1466 0.1212 8.04 1.49 1.00 1.51 0.00 Maximum allowable spread =8.75 88 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0553 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1486 0.1652 5.65 1.42 1.00 0.30 0.00 Maximum allowable spread=7' 70 3B 8.0 0.10 0.70 0.070 0.26 0.00 0.28 0.0513 0.0200 2.0 0.0833 4.1850 3.05 0.99 3.5192 0.1486 0.1652 5.37 1.49 1.00 0.28 0.00 Maximum allowable spread=7' 70B 3B 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0513 0.0200 2.0 0.0833 4.1650 2.93 0.99 3.5192 0.1466 0.1652 5.14 1.56 1.00 0.25 0.00 Maximum allowable spread=7' 72 3B 8.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0200 0.0200 2.0 0.0633 4.1650 3.58 0.97 3.5192 0.1466 0.1622 4.03 1.49 1.00 0.27 0.00 Maximum allowable spread=l0' 74 3B 8.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0590 0.0200 2.0 0.0833 4.1650 2.80 0.99 3.5192 0.1466 0.1652 5.25 1.52 1.00 0.24 0.00 Maximum allowable spread=l0' 74B 3B 10.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0590 0.0200 2.0 0.0833 4.1650 3.79 0.96 3.5192 0.1488 0.1608 7.50 1.33 1.00 0.54 0.00 Maximum allowable spread=7' 76 3B 8.0 0.08 0.65 0.052 0.21 0.00 0.21 0.0756 0.0200 2.0 0.0633 4.1850 2.53 0.99 3.5192 0.1488 0.1652 5.32 1.50 1.00 0.21 0.00 Maximum allowable spread=7' 76B 3B 8.0 0.12 0.65 0.078 0.31 0.00 0.31 0.0756 0.0200 2.0 0.0833 4.1650 2.95 0.99 3.5192 0.1466 0.1652 6.31 1.27 1.00 0.31 0.00 Maximum allowable spread=l0' 76B 3B 10.0 0.15 0.60 0.090 0.36 0.00 0.36 0.0421 0.0200 2.0 0.0833 4.1650 3.47 0.97 3.5192 0.1466 0.1622 5.68 1.76 1.00 0.36 0.00 Maximum allowable spread =8.75 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is4 in/hrfor spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Intel Hydrology Curb and Gutter Inlet � W � � o o � s a � - d v W � W � � m � y o � c W � z � � � 'W' ° d U U o 0 o ° � W � W o z o y- - � w j .� W .W o v � Ta � � W 3 L w P w �° a a N w � ui y � u3i N r w � ra o W } W T 4 ry � B � - h � 3 � d m o �o y � x � m 3 z oW' 4° N � m @ c c " E m y � � � ui Cf O o ¢ 8 3B 10.0 0.13 0.75 0.098 0.63 0.00 O.fi3 0.0676 0.0200 2.0 0.0833 4.1650 3.93 0.95 3.5192 0.1466 0.1593 8.40 7.19 1.00 0.83 O.DD BB 3B 10.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0676 0.0200 2.0 0.0833 4.1650 3.81 0.96 3.5792 0.1466 0.1608 8.08 1.24 1.00 0.59 0.00 10 3B 10.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0936 0.0200 2.0 0.0833 4.1650 3.70 0.97 3.5192 0.1466 0.1622 9.18 1.09 1.00 0.63 0.00 12 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0551 0.0200 2.0 0.0833 4.1650 3.70 0.97 3.5192 0.1466 0.1622 7.00 1.14 1.00 0.49 0.00 12B 3B 10.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0551 0.0200 2.0 0.0833 4.1650 4.20 0.93 3.5192 0.7466 0.1564 8.24 121 1.00 0.68 0.00 14 3B 8.0 0.09 0.75 0.088 0.44 0.00 0.44 0.0214 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1466 0.1584 5.15 1.16 1.00 0.44 0.00 16 3B 10.0 0.30 0.75 0.225 1.46 0.00 L46 0.0120 0.0200 2.0 0.0833 4.1650 7.43 0.72 3.5192 0.1466 0.1258 8.20 1.22 1.00 1.46 0.00 18B 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0120 0.0200 2.0 0.0833 4.1650 4.92 0.89 3.5192 0.1488 0.1505 0.63 1.29 1.00 0.49 0.00 16F 3B 4.0 0.02 0.75 0.015 0.10 0.00 0.10 0.0200 0.0200 2.0 0.0833 4.1650 2.45 0.99 3.5192 0.1486 0.1652 2.60 1.54 1.00 0.10 0.00 20 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0200 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.7488 0.1549 5.31 1.13 1.00 0.49 0.00 20B 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0200 0.0200 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.1466 0.1476 8.88 1.20 1.00 0.78 0.00 22 3B 4.0 0.02 0.70 0.014 0.09 0.00 0.09 0.0200 0.0200 2.0 0.0833 4.1650 2.38 1.00 3.5792 0.1466 0.1666 2.51 1.59 1.00 0.09 0.00 24 3B 4.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0200 0.0200 2.0 0.0833 4.1650 2.78 0.99 3.5192 0.1466 0.16521.34 1.00 0.14 0.00 30 3B 8.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0421 D.Dzoo 2.0 0.0833 4.1650 4.53 0.91 3.5192 0.1466 0.1534 7.92 1.01 1.W 0.73 O.W 32 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0337 0.0200 2.0 0.0833 4.1850 5.83 0.86 3.5192 0.1486 0.1461 9.29 1.08 1.00 1.17 0.00 32B 3B 8.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1850 4.94 0.89 3.5192 0.1486 0.1505 6.03 1.33 1.00 0.63 0.00 34 3B 8.0 0.08 0.80 0064 0.42 0.15 0.56 0.0525 0.0200 2.0 0.0833 4.1650 3.94 0.95 3.5192 0.14fi6 0.1593 7.40 1.08 1.W 0.56 D.00 348 3B 4.0 0.08 0.70 0056 0.36 0.00 0.38 0.0730 0.0200 2.0 0.0833 4.1650 3.14 0.99 3.5192 0.1486 0.1652 6.66 0.60 1.OD 0.22 0.15 34 34D 3B 12.0 0.20 0.70 0.140 0.91 0.00 0.91 0.0730 0.0200 2.0 0.0833 4.1650 4.43 0.92 3.5192 0.1466 0.1549 10.18 1.18 1.00 0.91 0.00 36 3B 8.0 0.23 0.70 0.161 1.05 0.00 1.05 0.0200 0.0200 2.0 0.0833 4.1650 5.98 0.83 3.5192 0.1466 0.1417 7.72 1.04 1.00 1.05 0.00 388 3B 8.0 0.14 0.70 0.098 0.84 0.00 0.64 0.0421 0.0200 2.0 0.0833 4.1850 4.30 0.93 3.5192 0.1466 0.7584 7.39 1.08 1.OD 0.64 0.00 38 38 6.0 0.07 0.70 0.049 0.32 0.00 0.32 0.0212 0.0200 2.0 0.0833 4.1650 3.77 0.98 3.5192 0.1466 0.7808 0.42 1.36 1.00 0.32 0.00 40 3B 6.0 0.14 0.70 0.096 0.64 0.00 0.64 0.0200 D.Dzoo 2.0 0.0833 4.1650 4.94 0.88 3.5192 0.1466 0.1490 8.08 1.32 1.00 0.64 0.00 40B 3B 8.0 0.18 0.70 0.128 0.82 0.00 0.82 0.0200 0.0200 2.0 0.0833 4.1850 5.43 0.86 3.5192 0.1468 0.1461 6.84 1.17 1.00 0.82 0.00 42 3B 8.0 0.17 0.75 0.083 0.54 0.00 0.54 0.0598 0.0200 2.0 0.0833 4.1650 3.78 0.96 3.5192 0.1488 0.7606 7.51 1.07 1.00 0.54 0.00 42B 3B 8.0 0.06 0.70 0.042 0.27 0.00 0.27 0.0598 D.Dz6D 2.0 0.0833 4.1650 2.93 0.99 3.5192 0.1466 0.1652 5.58 1.08 1.� 0.27 0.00 50 3B 10.0 0.22 0.70 0.154 7.00 0.00 1.00 0.0378 0.0200 2.0 0.0833 4.1650 5.20 0.87 3.5192 0.1466 0.1476 8.95 1.12 1.0p 1.W D.00 50B 3B 8.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0378 0.0200 2.0 0.0833 4.1650 4.82 0.90 3.5192 0.1488 0.1520 7.71 1.04 1.00 0.73 0.00 52 3B 10.0 0.19 0.70 0.133 0.86 0.00 0.86 0.0378 0.0200 2.0 0.0833 4.1650 4.92 0.88 3.5192 0.1486 0.1490 8.37 1.20 1.00 0.88 0.00 528 3B 10.0 0.18 0.75 0.120 0.78 0.00 0.78 0.0378 0.0200 2.0 0.0833 4.1650 4.73 0.69 3.5192 0.1466 0.1505 7.97 1.26 1.00 0.78 0.00 58 3B 6.0 0.14 0.70 0.098 0.84 0.00 0.64 0.0184 0.0200 2.0 0.0833 4.1650 5.02 0.88 3.5192 0.1466 0.1490 5.93 1.01 1.00 0.64 0.00 62 3B 8.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0105 0.0200 2.0 0.0833 4.1650 6.55 0.78 3.5192 0.1466 0.1344 8.38 1.25 1.00 0.98 D.DD 64 3B 8.0 0.26 0.75 0.195 7.27 0.00 1.27 0.0105 D.Dzoo 2.0 0.0833 4.1650 7.22 0.74 3.5192 0.1466 0.1285 7.31 1.09 1.00 1.27 0.00 84B 3B 8.0 0.20 0.80 0.160 1.04 0.00 1.04 0.0105 0.0200 2.0 0.0833 4.1650 8.71 0.77 3.5192 0.1488 0.7329 6.58 1.21 1.00 1.04 0.00 66 3B 6.0 0.22 0.70 0.154 1.00 0.00 1.00 0.0100 D.DzoO 2.0 0.0833 4.1650 6.67 0.77 3.5192 0.1466 0.1329 8.40 1.25 1.00 1.W 0.00 66B 3B 12.0 0.84 0.45 0.378 2.46 0.00 2.46 0.0100 D.Dzoo 2.0 0.0833 4.1650 9.34 0.60 3.5192 0.1466 0.1080 70.58 1.14 1.00 2.46 0.00 88 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0553 0.0200 2.0 0.0833 4.1850 3.70 0.96 3.5192 0.1488 0.1606 7.04 1.14 1.00 0.49 0.00 70 3B 8.0 0.10 0.70 0.070 0.46 0.00 0.46 0.0513 0.0200 2.0 0.0833 4.1850 3.85 0.97 3.5192 0.1488 0.1622 6.65 1.20 1.00 0.46 0.00 70B 3B 8.0 0.09 0.70 0.063 0.41 0.00 0.41 0.0513 0.0200 2.0 00833 4.1650 3.51 0.96 3.5192 0.1468 0.1606 8.40 125 1.00 041 0.00 72 3B 8.0 0.09 0.75 0.068 Q44 0.00 044 0.0200 0.0200 20 a0833 4.1850 4.30 0.93 3.5192 0.1488 0.1564 5.05 1.19 1.00 044 0.00 74 3B 8.0 0.08 0.75 0.060 0.39 0.00 0.39 0.0590 0.0200 2.0 0.0833 4.1650 3.36 0.98 3.5192 0.1488 0.1637 6.47 1.24 1.00 0.39 D.00 74B 3B 10.0 0.16 0.75 0.135 0.88 0.00 0.88 0.0590 0.0200 2.0 0.0833 4.1650 4.55 0.91 3.5192 0.1466 0.1534 9.48 1.06 1.00 D.88 0.00 76 3B 8.0 0.08 0.65 0.052 0.34 0.00 0.34 0.0756 0.0200 2.0 0.0833 4.1850 3.04 0.99 3.5192 0.1466 0.7852 6.53 1.23 1.W 0.34 0.00 76B 3B 8.0 0.12 0.65 0.078 0.51 0.00 0.51 0.0756 D.Dzoo 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 0.1622 7.82 1.02 1.00 0.51 0.00 78B 3B 10.0 0.15 0.60 0.090 0.59 0.00 0.59 0.0421 D.Dzoo 2.0 0.0833 4.1650 4.17 0.93 3.5192 0.1466 0.1564 11 7.13 1.40 1.00 0.59 D.00 �T �FG O ��� SCOTT R. LINS�Z, i� No. 35791 ,� 7�29�22 ��' w o��s'SIONAL E�r'l zz w w z Z w n Z J O U O c U Vl c Z o W c E E O - U 3 Q ,n U 0 Q o co 0 Z O ¢ O t o Od � C 0 uu U ca � L (^ w � Z 3 r/ in J O o Z :4 U c O I- J o N Z d 0 `7 j ' Q C W W 00 o m U J D Q y d c � o 0 o W a c W O 0' - v a 0 U i w 0 U 0 N N Q M 01 E � � r, 0 4 _0 0 z U_ c 7 7Uj > 0 o M r 0 Co 0 3 0 N z �Z} I„u 3n V T c 0! 1 U W N Q O z N N \N J o / la- 0 z_ U W Ln J z c 0 J Q O o \ O n ri H ~ a0 9 LD I--- _j -j t O Q V 7 J z 0 I I� U 1-� C' O _ V U W Y N l7 W /f 0 w Z o z c rr^^ o vJ 0 in - Q a z 2 Lf r Q w zw w Z w �' z w '^ z Z Vi 11 I J J � LU oC 0 w , V o J� Q � > zN O U O Q 0 m N (n Q 0 0 W r� 0 � U U 0 w � , O W m a � o JOB N0. 182154 o SCALE 0 N/A 0 0 n SHEET N0. m a3A STRUCTURE DRAIN U 0 STRUCTURE DRAINAGE D (A') FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CPS) 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 Inlet - 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 Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8A 12" Nyloplast Yard 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 Yard 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-8D 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIR FLOW YD-8D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIR FLOW YD-8D 12" Nyloplast Yard Inlet - 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 Yard Inlet - 50% clogged 0.22 460 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9A 12" Nyloplast Yard Inlet 0.43 11.19 0.13 0.60 4.00 0.312 0.53 WEIR FLOW YID-9A 12"NyloplastYazdInlet 0.43 11.19 0.13 0.60 6.50 0.507 0.73 WEIR FLOW YID-9A 12"Nylop]astYazdlnlet-50%clogged 0.22 5.60 0.13 0.60 4.00 0.312 0.87 WEIR FLOW YD-9A 12" Nyloplast Yard Inlet - 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 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-9B 12" Nyloplast Yazd Inlet - 50% clogged 0.22 460 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9C 12" Nyloplast Yard 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"Nylop]astYazdlnlet-50%clogged Q22 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 Yazd 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 Yard 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% cloyed 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 Yazd 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 Yard Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD- ] 0 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 Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-11 12" Nyloplast Yard Inlet - 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 Hydrology Curb and Gutter Intel y a, ° IY of C K N W ° w C _ c `. !k .V $ 8 N v n n O q� Y 8. � y W � `W a ,N6, V �^ t c U � � 10 c ` o `m � ,v �� U W W � m e � a W a %f o. a 'd 30 � � x a `m O � p` � U °, W N c W E Q- � d ti O' O C1 N N 3 r; h v a h K left 0.11 0.75 0.083 0.54 0.00 0.54 0.0200 O.OZW 2.0 0.0833 4.1650 4.64 right 0.04 0.75 0.030 0.20 0.00 0.20 0.0100 0.0200 2.0 0.0633 4.1650 3.61 18D 3C 8.0 combined flow 0.7 0.10 0.225 5.16 I 0.03 0.75 0.023 0.15 0.00 0.15 0.0200 0.0200 2.0 0.0833 4.1650 2.85 right 0.15 0.75 0.113 0.73 0.00 0.73 0.0200 0.0200 2.0 0.0833 4.1850 5.21 22B 3C 8.0 conbined flow b.9 0.12 0.254 5.82 left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 48 3C 8.0 combined flow 0.7 0.10 0.215 0.92 left 0.08 0.70 0.056 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1850 7.03 right 0.18 0.70 0.128 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0833 4.1850 9.53 46B 3C 10.0 conbined flow 1.2 0.11 0.246 5.83 left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 O.OZOD 2.0 0.0833 4.1650 6.86 80 3C 8.0 conbined flow 0.7 0.10 0.215 0.92 left 0.21 0.80 0.168 1.09 0.00 1.09 0.0010 0.0200 2.0 0.0833 4.1650 10.81 right 0.22 0.80 0.176 1.14 0.00 1.14 0.0010 0.0200 2.0 0.0833 4.1650 10.80 60B 3C 12.0 conbined flow 2.2 0.16 0.343 7.88 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hrfor spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � C iN � d .p -°° g N x U c 4 � � W � W E C b a S ° a o o. � o � n '° w� o � o � '3 `o Io a .°. 20 m y. _ .: o � « N � fr � Q R d O1 W R L W N Q- > - d U U O O O ui . u1 � u31 u31 r v a r � left 0.11 0.75 0.083 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.86 right 0.04 0.75 0.030 0.12 0.00 0.12 0.0100 0.0200 2.0 0.0833 4.1650 3.01 18D 3C 6.0 combined flow 0.5 0.07 0.163 3.73 Maximum allowable spread=T left 0.03 0.75 0.023 0.09 0.00 0.09 0.0200 0.0200 2.0 0.0833 4.1650 2.37 right 0.15 0.75 0.113 0.45 0.00 0.45 0.0200 0.0200 2.0 0.0833 4.1650 4.34 22B 3C 6.0 conbined flow 0.5 0.08 0.184 4.21 Maximum allowable spread=T left 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 right 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 48 3C 6.0 combined flow 0.4 0.07 0.155 3.56 Maximum allowable spread =6.75' left 0.08 0.70 0.058 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0833 4.1850 5.86 right 0.18 0.70 0.128 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0833 4.1650 7.94 48B 3C 10.0 conbined flow 0.7 0.08 0.178 4.08 Maximum allowable spread =8.75' left 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 ri M 9 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 60 3C 6.0 combined flow 0.4 0.07 0.155 3.56 Maximum allowable spread=7' left 0.21 0.80 0.188 0.67 0.00 0.67 0.0010 0.0200 2.0 0.0833 4.1850 8.85 right 0.22 0.80 0.176 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0833 4.1650 9.00 60B 3C 120 conbined flow 1.4 0.11 0.248 5.69 Maximum allowable spread=l0' STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HI2) Q (CFe) 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 FLAW 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 FLOW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 4.00 0.37 1.0 WEIR FLOW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 6.50 0.61 1.4 WEIR FLOW 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 FLOW 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 1 I � I I , . • / � _� • , � ,� .. , • .. 1 • III U • � . ��_-00®��0® 1 � ®�® ®- 11 ®® 11 11 ®®------_-- 0�®��������������� 0���®���®��������� 0�������®��������� o����®������������ -®� 11 ®�®' �------_-- ®-�� 111 ®�®�------_-- -�-------� 1 1 '®�®® �®' ®- -®� 11• �®®®------_-- -�--_-_--� 11 �®®®®®- ®-® 1 1 11 ® '®®®------_-- -�--_----® 11 ��®�®®- -®� 11 �®®®' ------_-- �- 11: 1 1 11 �®®®------_-- �- 11� �®��®®----_-_-- -®--_----��� 1 1 ��®®- -®--_---- 11 �®�� '®®®- -�--_---- 1 1 ��®®®®®- �- 11 1 •1 ��®�®------_-- -®--_---- 11 �® 11 �®�®- �- 1 1 � 11. ����--_---_-- � � --_----� 11 � 11" ®®�®- =�=======��® 1-®��®= 1 11' 1 1 ��®®®------_-- -®--_----��� 11 ®®��- -�� 11 11 11 '®�----_-_-- -�--_----��® 11: ®®®®- � •� -� 1 1 �� 11 ®�-----__-- m-�� 11 ®® '®®------_-- -�--_----® � 11 � 11 ®��®- -�� 11 �®®®------_-- 0�������®��������� �- 1 1 �®® .11 ®�-_----_-- -�--_----®' 11 ®�®�®�- -� 1 1 ����®-__---__- -®--_----�®� 11 ®®®®- ®-�®' 11 ��®®------_-- -�--_---- 11 ®��®®�®- o�������®�������� �0�����������®®�� ©-� 1 1 � I 1 ���------_- �0_-mm®��®® 1 1 ®�® 0' 111 1'1 111 ���®------_- ©- 111 1 1 11 �®��---_--_- ���®gym®®®�������� -0--_----®�� 11 1 ��®� �o�������®���0��® -0--_----��� 111• ®®® '® 0���®������������ -©--_----�� 11 1 1 ®��® -� 1 1 ®1 11 ���------_- -® 1 1 �����--_---_- -®--_----® � 11 '®' �®®�� -�� 111 �� '®�------_- -®` ®�® .11®®------_- ®-� 1 1 ®�®��------_- � -®®� 11 � '®®-----___ -�--_--__ 11 ���®®®� -�--_---- 11 111 ��®® '®® -�--_---- 111 ' 11 '®�®�®®' -� 1 1 ®®�®�------_- �������������0®®� 1 1 ®®���®------_- 0-�®� 1 1 �®' ®' �------_- -�® 11� ��®�------_- �- 11: �®®�®®------_- �- 11 �®®®®®------_- -®®®®®�� 11 _____--____-- ®---____-®®�®�00�0 11 ®�� -®�m�� 11 ®�____---_-__-- 0��������®®� 11 moo®o®®� ®��������®®�®moo®o®®®� �������������®oo l 11 o��� 0���������®®®®oo�o���® -®�®� 11 ®' ® l l _-__---_-__-- -�®®���® 11 ____---_-__-- -��®� 11 11: ®�_-__---_-__-- -�®m®': 111 �® 11 _-__---_-__-- -��m� Ill Il 1® 11 _-__---_-__-- '®C --______��� 11 11 Q 111 11 ��®�® -��®®' � 11 ��_--_-__---_-- ������������� 11 00�0���® -�®m� 11 1 1 ®®____---_-__-- ���������®®���00®1 1 ���� ��������������m����®�� ���m��®®�������������� -®�®� 111 1 1 ®®_-__--_____-- -�®®� 11 ®®�_-__--_---_-- ®��������®®��®oo l-1 ��®®� �®�m��®��������������� ®--_____-®®�� 11 � 1 1 ����®® -�®®� 1111 11 ®�_-__---_-__-- ����������®�m�oo�����® ���m®��®�������������� �������������®oo�m���� �������������®oo�m���® 0������������ 11001 1 m���® ���m®��®�������������� ���������®®®��oo®mom®� �®gym®�®�®������������� ®--_____-�®�� 1 1 � 1 1. �m���� -��m� 11 �®�_-__--_---_-- �����������®®�®®®mom®® -®®® 11 ����_____--____-- ®��������®�� 11 moo l l m�®®® -®�®®®®� 11 ____---_-__-- ®--_____-��®� 11 �0 11 m� 11 �� -®�®� 11 1 11 � 11 ____---_-__-- -��®®��® 11 _-__---_-__-- ��®mom®��®������������� ���������®® 11: ��oo�m���� --_____-____ 111 QO 11 m� 111 ®� -®�®� 111 1 1 ®' I I _-__---_-__-- ��������������oo�m���� -®®®®' � 11 ��_____-___-_-- -®®®���® 11 ____---_-__-- -��®��®® 11 _-__-_-_-__-- ®' -__-____®' ®®®®® 11 1 1 m��®� -®®®®®®® 11 ____---_-__-- -®®m� 1 11 1 1 ® , 1 ____---_-__-- ��������������oo�m��® -®�®� 111 �� 11 _-__---_-__-- 0��������®®�®moo®m���� -®®®® 11 1 ���____---_-__-- ���������®��®�oo�m���� ®IMONNAME BOTANiCALNAME ®wp! 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I - - EXISTING LOT (44) PROPOSED ASC :: •': .:CEMETERY: •' �/ LOT ZS ` 16 d' 8z LOT I STREETTREES I I I : •: LOT 5 _ I 8i I LOT I I I 1•': • : / \ _ 53 / s J / ,. 80 /• / (E) 6' LANDSCAPING \ I i I I LOT LOT I I LOT LOT :• \ < LOT Lor z6 11 Lor I I J Q I I I 79 I I I 77 6 : /f• E STREET TREES / U 64 / / 54 / 17 ;I li i l ..-... - :: •; : •; '. •, - I Lill _ I I I 1'. . • ..: �.. ,`. 1 LOT \ '�. LOT i .. LOT ♦ I �l I I I I / '. '^:..: • � — —I � _ � ( III III I I III . •:: •:.- 74 \ ., .,; z7 I / LLI � J ::•1: / / H '.ram ---J I - _--I I _-J I - •'•�•'.% / 73 ?:7 /// ALONG DUPREE STRE STREETTREESQ9LLOT LOT EET r� z - ^. .. .. •: ,. :. ,: •':�"-'. •': '. ..•� �� LOT r�'� m �\ LOT 5��p0 �b� / / ', 1D. 0 0 0 0 `V -. .,. �\ s 7 ,, �M \ \\ sz JQ�P°gib / // LOT z Z o I PROPOSEDTREE \ .••:••:•,' ,� 0 1 PROTECTION FENCING \ ....::. •'.: LOT / / LOT U � T \ PHASE I / a L—_=-- ,�,. \ PHASE II •:.•..-:.•.:• •.•� �� `�, \� s Lor � �.. LLI=- p N .. Z _ Q.. •,.�.,.�, .i. • LOT a°'' / / r .CIF' s� / 0 J W V _ _ _ :,- .,.-.,.,,� 7a (E) STREET TREES m / / / / A \ zz ;�Q ��� O O O ..,... .. .�•'.• s IN \ �� / A \ _ -- • W o - ,..- t -�_ ' •' s \ ALONG RAMB \ / LOT ~ w Z L �_,.� ► � � -.in 0 ': • BROOK ANE � � � `�// � 3z \ \\\ � :� 0 ..... \ / \ \ O e° tea• / U) < Q Q w � , 0 •� ., _ _.,_...••'' - \ � `' � — - �; : •'. LOT 'S"' // s " zz �,`� .c, �. / (� 2t to / i •� ,..._„_, 69 LOT PQm o _ f ..�.. ..-..� �.� .` . •_ s ul z LOT 23 \ \ \ I o o o _ 0 0 0 0 0 o PROPERTY LINE Eo 0 0 0 0 ..:..,� -^�.,� , \ \ \ �' g.o °Po z4 %. Z �— --_ - -. CL LOT . _ Lu O r . . . - r". 0 EXISTING STREAM .. ` .. . . . ,S✓ e - - �.�..� r ° •�... s \ \ LOT � .. � 8 z O LIMITS OF STREAM 0 0 •_ \ 67 `: s �: / uj , o • . . i \ \ J I ---LANDSCAPING CALCULATIONS - PHASE HE & PHASE III ROADS: BUFFER (TYP.) \ LLJ STREET FRONTAGE 0 \ LOT W q / LOT TOTAL STREET FRONTAGE (PHASE IIB & PHASE III ROADWAYS) = 5,320' 0 66 ` - - \ 46 REQUIRED STREETTREES: 127 (1 TREE PER EVERY 50' OF STREET FRONTAGE) LANDSCAPING CALCULATIONS -PHASE IIA ROADS: \ PROPOSED STREETTREES:139 • PHASE IIA STREET FRONTAGE (NOT INCLUDED WITHIN PROJECT BOUNDARY LIMITS) Q ° n \\ \ / , STREET FRONTAGE ALONG RAMBLING BROOK LANE: 2,440' (PORTION OF) TOTAL STREET FRONTAGE (PHASE IIA ROADWAYS) =1,465' REQUIRED STREET TREES:49 REQUIRED STREETTREES: 30 (2TREE PER EVERY 50' OF STREET FRONTAGE) - - - - - - - �� \ . \ \ \ \ LOT S z PROPOSED STREETTREES: Si PROPOSED STREETTREES:3a k \� \ \ 65 CD/ ® N / /1 CD STREET FRONTAGE ALONG DUPREE STREET: 245' (PORTION OF) STREET FRONTAGE ALONG LITCHFORD ROAD: 285' \� ��� \ \ REQUIRED STREETTREES: 5 REQUIRED STREETTREES: 6 k \ \ �� 0 \ \ \ \ LOT / Q PROPOSED STREETTREES:S PROPOSED STREETTREES:? 0 \ \ oYR FLOODPLAIN 0 \ \ \ 47 / STREET FRONTAGE ALONG HUDSON STREET: 520' NOTE: TREES WITH CIRCLES AROUND THEM DENOTE NEW LANDSCAPING ° 0 0 O X \ - - p \ \\s \ \ ?: �;: LOT / / / w REQUIRED STREETTREES: ii TREES FOR LITCHFORD ROAD (NOT INCLUDED WITHIN OVERALL \ `, 0 \ \ ' *' _ „_.._.._.,-, u o \ \i ° „ „� - •r ' • LANDSCAPING NOTES: PROPOSED STREET TREES:1z LANDSCAPING CALCULATIONS). 0 o, •^" �- - _, ti,..^ \ SWM .,. "�, i. i LARGE STREETTREE PROVIDED FOR EVERY o' OF STREET FRONTAGE. STREET FRONTAGE ALONG MERCER STREET: 590' STREET FRONTAGE -EXISTING PORTION OF DUPREE STREET: ago' - _ ., C \ i J 5rl 0 0 0 \ i :::�.:..;:..; FACILITY - • 4 x z. STREETTREES SHALL BE LOCATED i0' MIN. FROM WATERLINE AND SANITARY u REQUIRED STREET TREES:22 REQUIRED STREETTREES: B 0 \ \ .. \ ':. ° 0 \ �., o `•�, :.•:\ : i SEWER STRUCTURES. STREETTREES SHALL BE LOCATED idMIN. FROM THE MH a w PROPOSED STREETTREES: i5 PROPOSED STREETTREES: 8 \ F.• 0 0 \ �•, b \ _ : z CENTER OF STORM STRUCTURES AND AWAY FROM DRAINAGE PIPES INSTALLED STREET FRONTAGE ALONG LEXI LANE: 620' NOTE: TREE WITH CIRCLE AROUND IT DENOTES NEW LANDSCAPING o 0 \ \ `• a ?- - -- ...- ::': 5' � _ REQUIRED STREET TREES: i TREE FOR EX. PORTION OF DUPREE STREET (NOT INCLUDED WITHIN "�. ° \ i AT A DEPTH LESS THAN id. STREETTREES MAYBE PLANTED ON TOP OF DRAINAGE N \ ~"" PIPES INSTALLED AT A DEPTH OF idOR GREATER. JOB NO. PROPOSED STREETTREES: i5 OVERALL LANDSCAPING CALCULATIONS). " ! _-� _'•^, ^ >• '• STREET FRONTAGE -EXISTING PORTION OF RAMBLING BROOK LANE: 'GRAPHIC SC AL \ �• 0 \ \ x�' ` ` �, 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE STREET FRONTAGE ALONG DUNNAGAN DRIVE: 445' 0 \\ o, \ -_""� y�•..,`..';`=`.`• ` ., 182154 REQUIRED STREETTREES: REQUIRED STREETTREES: i6 \ �,0 \ HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED 9 ao o zo Dao eo 60 / \ a,�p \ \ 0 .% `•.� MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SCALE PROPOSED STREETTREES: g PROPOSED STREETTREES: i7 / \ -\ O\ F'. ' '' • �.4. . •.. . „ , 4. LANDSCAPING PLANTS AND TREESADJACENTTOTHESIGHTDISTANCETRIANGLE STREET FRONTAGE ALONG MCCOMBSTREET/CLING LANE (PORTION OF): 1,46o' NOTE: TREE WITH CIRCLE AROUND IT DENOTES NEW LANDSCAPING \ \ \' q ; • 1 - !}O \ 0 0 \ , • Q - - WILL NEED TO BE MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE GROUND AS REQUIRED STREET TREES:30 TREE FOR EX. PORTION OF RAMBLING BROOK LANE (NOT INCLUDED \ \ 0 0 0 0 ; . 0 1 \ • • - A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE SHEET NO. PROPOSED STREETTREES: 32 WITHIN OVERALL LANDSCAPING CALCULATIONS). (TN FEET ) \ \ HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES. 1 inch = 40 ft. A A A 'i. '`�. .�:°-S°,r� 0 24 1992 3.38 County of Albemarle Comerva bu Plan Checklist- To be planed on Landscape Plans (handbook, No 1Q-284-111-297 for complete specifications) `11I 1. The followine items shag be shown on Me plan: Trees to be saved; J �� ® Limits of deming(outside, dr line pflo. to be saved); 23 Location and type ofpmtective fatting; ® Gmde charges requiring tra wells or earth, \H` - Pro eed trmcNng or trwelvg beyond the hours ofoleadng. 2. MarH� 0 A11 trees m be savedshall be madeadvvithpriat or ribbon at alveight cloudy visible to esripuento,tratro, El No grading shall be,marand the tree mmkhg has rem inspected and approved by a County Inspeetar. 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 COURVEV TAPE. REFER TO SPECIFICATIONS FOR FURTHER I NFORMATION DOUBLE STRAND 3f12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"a2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARI FV 5UBSOI L TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE r.yy - •'R3' - -•W ' - ' OPEN SPACE : • : •': •': �� — _ {0.14 An -- --$ No. 35791 ,a 7/29/22 1. PreLon Irndion Conference: Tree preservation antl protection memwes sM1afl be reviewed wiN the covbador ov site. 4. Eaulpmem Operations sod Smraee: El Hrasycgmpmmt,velucvimtraffic and storageofernstrucaonmaurialsincludingsod And not bepandttedwithinthe dripline3oftrees to be saved. \ t •� � / /I GUYWIRES WITH RUBBER HOSE AND 113 HT. OF TREE TURNBUCKLES I/3 UP TREE 2" 1 HARDWOOD STAKES, ALIGN TOP OF STAKES m ) ;. _ III TREES LETO 4" CAL. SHALL BE STAKED. TREES CAL OR LARGER SHALL BE I 4 GUYED WITH 3EQUALLY SPACED TWISTED, #12GAUGE WIRE WITH HOSE I AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES I I O _ ':•':•'• ••, •••• •• '••'. '' ••' .•• •� •••'••••••.�••/ ••�•� � / \ / / /1\ \ i � \ \\ \ LOT LOT 14g 47 LOT 149 LOT i0o �51 NAL 1` a. Soil Erosion and Sromyen nwar Detention Devwes: ® SichdrviceashNlmtadverselyattedtreestobexav� \I 6 I IC/ -III a' _ MULCH SAUCER —II�ll — A55HOWN, FLOG WIRES WITH COURVEV TAPE. REFER TO SPECS ' �46 1 LOT 45 — 6 F4. / II OII I /I I p AMENDED SOIL MIX III FOR ADDITIONAL INFORMATION. I LOT 144 — EI _m I\\^ ' - — AMENDED SOIL MIX LOT 1 F ve not pamittal wifhm 100 fat oftho dnpline of trey b be saved. � 4 , _ L � 1 4 7 I �Materials, - I - COMPACTED COMPACTED SUBGRADE I LOT 142 ® Txm matmals sbaE not ba stored wvtWn 100 feet oftfie ddpWm ofireesmbe saved. -III— II=11 ) I LOT 1lt1 � — _ S. ProtectsveFenans: �I — / - CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail OF BALL AS SHOWN / — '' 0 Trees to be rdaived wiWn40 fat ofa proposed building orgmding acdvity afiaU be protatM by Forcing. - : �1 113 Not To Scale Ll Finang shall be m place and shall be i paned and appravad by a County inapctor pnm m gmdirg or construction. SCARIFY SUBSOIL TO 4" MIN. DEPTH I 4, : rh- w -III =11 9. Tone Welly: ® Wbmtedfar =�— iir;dIF COMPACTED SUBGRADE I I M CC MB Q ,avvelmustberuisedwi[hintbednplineofatreetebeaavedetreeweBsballbeprovidedandemrastmctiondeiail aubnutted for approval I I � ' - S6' '� U Io. Tneewava: Evergreen Tree Planting Detail (15) UAP STREET TREES I I a Ll WhmthegrmmdlevelmustbeloweredwitldntfiednplineatreetoWsaved,atreewallshaubeprp ded;mdaeomw�onaemu To Seale I ALONG MCCOMB! ST I ( INNot 2+ Q tortured for approval I Il T rencbine and I unnelinr. I + di 0t4fivw hanchirg is requimdwitlun the limi4 of clemrg, it stall be done asfm away from the trunks ofrees as posvble Tumeling \ I 1g+p0 I---- z J F wtlera large tree sM1sll be mnstdded m on Nfmanve whet it m aNicipated Nat necessary nmcmng wdl destroy fader rode. I — — t z b F b IA Cleanup; ® Prefai a fmang ab i ee be l d limn emev a am g me aria aaa p 1 — — / +50 — O � 13. DamaeedTraa: I I 1 — — 2 I — 3 - PROPOSED 6'_ — — N U U DO z ® Damaged tram slWlb aced immediately by pmmng, frrtitimtiot or othemdlrods mcommevded by. specialist. — — I o+oo LANDSCAPIN w o t) w � 0 NOTE: IT ISTHE DEVE PER'S RESPONSIBILITY TO CONFERI H]TE CONTRACTOR ON TREE CONSERVATION WITH REQU \ \ _ — — 3 EASEMENT LOT LOT LOT L 1 N Z m rat z U Of 12/7/2020 1 — _ _ w r 157 > > Source: Va. DSWC Plate 3.38-2 - W _ LOT _ LOT 154 5 Uj m OWNER SIGNATURE (DATE) \ \I LOT 155 1 6 W J CONTRACT PURCHASER SIGNATURE (DATE) 1 — — \ — — ce W �11 A I 153 _ Q m - 401 uoa Pape 1 of 1 LOT - - CL 0-1NG LANE — — — �— / / I 13a W \ _ — EXISTING— — — — — \ 1 1 I LOT _ _ W CONSERVATION PLAN NOTES: — _ — 1 ��_\ LU 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT \ 1 1 37 I ; 1 LOT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE N I LOT I I 176 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. PROPOSED:­3' 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES _ — 1 (P I £ 1 I LANDSCAPING LOT r d 7 I I LOT LOCATIONS PRESERVED AND LLPROTECTBE EpINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE / I 1 1 1 EASEMENT I 1 135 I - _ a o'� •"e. I I:. 174 I I � �r•e 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED I ❑ LOT it I LOT I I w N N AND PROTECTED. - / IrN �- 1 134 N'°/rr I �73 0 rN N 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE 1 _ - PRESERVED AND PROTECTED. 1 ; I I N I — I LOT ° a I • LOT II 6. BYO THE LAND CONTRACBTIOR ANDI IINSPECTED AND APPROVED BY THE COUNTYIENGINEERINGHDEPAS ARTMENTEEN INSTALLED 11 1 1 O I £ I II II I �33 II Ii e,II,l, 1]2 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR \ 1 I 0 — _ LOT LOT I I I I LOT ` �o I LOT I OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF \\ I I S — — — — — I I _ LOT LOT ��9 13o I I I I �3z ,;, I' ','• 272 CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT s I LOT 12] 128 1 .f POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING 1 I I/ �— _ �-� O.T 12 - l _ PROPOSED 6 WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \\ 1 O 0 N ( LOT 'L 12lF 1z5 I — - I I I �31 0 3 I� LOT ANDSCAPI 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED \ ` 1 1 ^ _ I _ _I �� U I I LOT LOT LOT 123 I I I — I I I — — 17o EASEMENT w SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT — — — I CONTROL HANDBOOK, CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER \ S� LOT °'i) r I ��9 _ _ — OR TREE SPECIALIST. \ I U I _ I _ - _ \ ` _ LOT 118 I �. — — __ 3 ______ _ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND 1 � - _ �' i06 11] I m (W.p _ — " I _ PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS — X ' W — - X M � 5- z LOOSENED. \ �S �$\ LOT LOT 114 115 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN \ O SS f \ \ T 112 113 ' — .' -- Uj MEASURES REMOVED DURING THE FINAL CLEAN-UP. f/ LOT \ \ 111 — \ 1 M e 110 \ - — — 01 IT J o - -- j N V A ••�. —' � LOT LOT , _ � M-_ — _ — •'• . r 10] 108 \\ \ i �O — r .• 1og N \ .•.••.•,.•.:'S'.•':•'.•;.••a'•. ••. \ LOT LOT LOT 106 .l I _ — SII M I, 11 \ � .•,.••.• :/r .r ,, •.• \205 _ _ — � — I -- FACILITY C '.l• -- rtl \ X :. \ 103 /\ X M _ — — I III — 1. •'. •'. r I PR O 1oq — Q J I •• ••.••. •. •c-3,.-'••.••. \ —� X �. gRl 1 I I I I I A � L.L \ ,.:'.., X \ `ICRopo l x — j_ _ E S W �'. •; i-, R po EO P _ I I I I LOT I g3 I �' I LOT .` I I I I _ I'. •; . ; . ,'. . • gz L J 0 J O / 1 I I I LOT I I I I I • . .:• / Q ••':r'' \� LOT I I' � x ,/\ .� 1 \\ \\\\\ II 1 LOT II II LOT II I I 87 11 11 86 I I III I� I I II I � •':rl � { � � i O Z \ \ I BS I III , -V- -- O L _V _ .� _ I Q s — LOT \ 1� I I L .:; vvv II _ l� 0 z LOT O \\ 01 I --I .•':•':•':•': _': ;.••'. _ =•:�. LO \� � LOT \\ \\ � \` :• T 0 0 ' _ ' / Q 'ice, 94 ' OPEN S \\ ;.•_.:. ;.••'.••..,:•': PAC /... — PROPOSEDi •\ LOT �,.' ��. ID F . . .. . . . . . . . •• .. • fir. � — — / 3 \ \\ \\ \\ _ _ o o ., ° A I 1 U /:i0 LANDSCAPING 95 \ \ \ \ \ ' :'•'.'•� . • : .- (1. 8 AC) _ — —.._ — — — .., Y ' J• . EASEMENT \ o �. SWIM \ LOT {•• •J — — g6 \ \ l : •': : •' �..'°' ° o ° 0 0 •o o ...As .:.�.. W ::•;:•;.••.•:::•; •;: FA% \• .• . :: CILITY'S'.' :• % 100 / �t \ _ 0 �.�..� 0 0 _ z If �•'. •'.••': •': •' ••' ••' 1 LOT 1 1 \ I .•'..•.G;. .:.._..;...:•;..;: �i.•.• yr:: LOT 98 1 \ PEN 'PRO�P SED THE E° 0SACE 0•O : •.: •_ : •;. r I i r• PROTECTION FENCING0000 99 1 1 10o YR FLOODPLAIN \ .. :\ •• • •: .: ; . l �• '• i�-'ram 1 1 1Ul < '.r•✓' © J W i 1 (0.26 AC) '• _ LU %t. v 1 .• LU (nCL : . zLU •. 0LU so •'s o I soo • r 0 0 w LU I..L © .�'... \ \ .•. •. ,.:. S \ \�., (D PROPOSED LIMITS OF o 0 0 0 - • r 0 0 LIMITS OF STREAM 0 `•... \ .'' ° /TREE CLEARING (TYP.) BUFFER (TYP.) / 0 0 0 o Jy._„ \ i - p ° 0 OPEN SPACE H o ° 0 0 J o \ `�:..,�� ! 0 0 0' 0 0 o' 0° 0. o o° ° 0. 0 0 °. / ° O. O (WPO BUFFER) E) 0 0 0 0 0\\\ ......�.. ,�,,...•�j i �� ° 0 0 0' 0° i 0 0 0 0. ° 5.273AC 00 0°° O Q S \ �o r;� 0 ° o ° ° ON 0 — _ -----.__.® _ _ O/ — --- _ s 0 0 Q O p O — / W \ - _ — f— rill _ — ROPERTY LINE / - 0 ° ° �_ a N OB NO. GRAPHIC SCALE / — ° ° 182154 40 0 20 40 aD 160 O O° O° ° -/\ _ ° ��— SCALE ° 0 0 0 0 0 0 III=401 0 0 0 0 IN FEET0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° ° 0 0 0 0 0 0 0 0 0 0 0 EXISTING STREAM ( ) 0 0 0 0 ® 0 SHEET NO. — S S S ° 0 p (D 0 1 inch = 4°0 0fP 2 0 0 76o 765 765 76o 760 / HT. OF OBJ.=3.5' LINE OF SIG HT c.' 755 HT s� 755 750 / HT.O 750 / T / / 745 Nei 745 \ / ROPOSED GRAD \ 740 —� XISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O O 00 r9 M Ol n 00 00 Ln n N 0, r9 `+ lD Op 10 01 d H CO 't L!1 d In O 3' V1 M H lD M ^ 00 rvm m W Ql m m •i a a n'1 N y1 O ^ M a �n a .t ,,� �- �y N in n'1 In ,� a 00 v1 a r` r` � r\rl r` ^ r` r\ ^ 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+50 745 745 HT. OF 8 � OBJ.=3.5' �G H p1-NG_ 740 /LH � 740 LINE OF SIGHT/i� .5' 735 735 S\G 730 /XISTING GRADE 730 PROPOSED GRADE HT. OF OBJ-3.5' 725 725 / 720 720 725 715 N 1� I� M Dl 1A 00 Ol N N H N O M� O V1 O lA 00 H ci N 00 't r\ 00 111 O 00 Dl t� tD 00 �t1 d M n 40 rl n rl rl n'1 d V1 n �(1 ul N 6 m M n 6 l0 M M ^ N M M OO 00 M M O n ^ ^ ^ n ^ n ^ ^ n ^ n ^ ^ n ^ n ^ n h 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 76o HT. OF INEOFSGHT OBJ.=3.5' �GH_DISTg 'C _ z8o, 755 \ � � _ 755 HT. OF �GH-rD EYE=3. SINCE=z$o, � 750 750 JPROPOSED �- GRADE HT. OF OBJ.=3.5' 745 EXISTING GRADE 745 OJ N O 0000G N M O ri N M cD ri 00 lD M N l0 V1 .t ry M 1.. rl N ,n ,n �n O O ,n �n Ol 6 D1 ,n O1 D1 It 06 n 't ^ V1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MERCER STREET & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 740 740 i HT. OF OBJ.=3.5' So 735 s\ T D\s%�E 735 i 730 LINE OF SIGHT jYjE= T. OF 730 .5' / ROPOSED GRADE 725 0z 725 O\��P 720 720 / XISTING GRADE 725 z 715 HT. OF OBJ.=3.5' 710 710 LITCOFORb ROAD & R MBLI ,G BROOK (ANE INTERSECTION SIGHT DISTANCE PR FILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 20 755 755 HT. OF / OBJ.=3.5' 750 / 750 / 745 5\GN% / 745 LINE OF SIGHT / HT PROPOSED GRADE 740 DISTAC�280� 5 740 SIG HT. HT. OF 061=3.5' / 735 EXISTING GRADE 735 730 730 O O O r\ M OO 00 n O H V1 O O�1 Vm1 IMn M.t .t m M 6 M M 6O1 M O M 00 (NA 't It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 770 770 765 765 �GHTD �ISTq HT. OF OBJ.-3'S 0=80, LINE OF SIGHT- 76o � — 760 HT.O EYE= � I HTDISTgNCE= 80, .5' HT. OF EXISTING GRADE OBJ.=3.5' 755 _ PROPOSED GRADE 755 750 750 rn H n of lD m W co M 00 n r` S r` OD w ^ In M ci r` � n r` 0) N r` 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE No. 35791 a 7/29/22�� ZONAL E�O� F- z w E 0 U) a Vl � z Z o a o k a > O m U) z w o z a �..� O H- Lu in z cc W m c a LU W LL w CC V H z LLU u U) V O CD 0 N Pm Z LU LU Q z J 0 V1 LLJ Q J LL O J Q w Z u Z LL Q N W a LU LU V) LU J U w O w a u=i JOB NO. 182154 SCALE V: 1' = 5' H: i" - o' SHEET NO. 26 HT. OF 750 750 p\ j 745 SIGN/ / 745 LINE OF SIGHT / . E=3.5' TF F PROPOSED GRADE / —\ 740 T DISTA C °� 740 SIG HT. OF OBJ.=3.5' / % EXISTING GRADE) 735 735 730 730 O O LSM^n NM^ t\ N 1"M M W n O H O NM 0) Ol L!1 M It 4L/1 M M^; OO Mno M M M It m r t't 1, 00 M Ol M .}l ^ ^ ^ n ^ n ^ n ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DIS 740 5+oo 5+50 TANCE PROFILE 740 HT. OF / OBJ.=3.5' a� 735 T als%GE 735 730 LINE OF SIGHT THT C,730 / / / PROPOSED GRADE 725 0 725 720 / 720 / EXISTING GRADE 715 / 715 HT. OF OBJ.=3.5' 710 710 705 705 m T d" Ol t0 N Q1 m M n lD ry ri n Ol Ol m �t O ry N V1 ci I� Vl O O N M O n N N N to mOl M ri M 0+00 0+50 1+00 LITCHFORD ROAD & RAM 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 BLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 740 735 LINE OF SIGHT B2 735 E= SIGH OBJ.= 3-S' 51 DEAN EYE=3.5' 730 730 HT. OF OBJ.=3.5' PROPOSED GRADE 725 725 EXISTING GRADE 720 720 N 00 .t m 0+00 0+50 1+00 1+50 2+00 VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 ( IN FEET ) I inch = 5. It, HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ice_ ( IN FEET ) 1 inch - 50 ft. 765 765 760 76o HT. OF _ SIG T ANCE- DI -z o' LINE OF SIGHT OBJ.=3.5' — THTEOF SIGH�IS=NCE=z8o'755 755_ = 5' HT. OF EXISTING GRADE OBJ.=3.S' 750 750 PROPOSED GRADE 745 745 .t 0000 T p N V1 ci to N O O MVl 00 O 't O to to to rl OD O V1 N M V1 l!1 V1 1� n O M I� l!t l0 V1 l0 ll1 n V1 1p V1 1p V1 d l!1 M V1 N N V1 N N Lll N ~ Lll 'i O V1 Ln O n n n n n n n n n n 770 0+00 0+50 1+00 i+5o 2+00 2+So 3+00 3+So 4+00 4+So 5+oo 5+50 LEXI LANE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 770 765 SIGHT 765 HT. OF OBJ.=3.5 p �ISTq C 28o LINE OF SIGHT 76o — _ 76o T. OF I HT DISTANCE= EYE=3.5' 80, HT. OF EXISTING GRADE I',_` `1�7 013J.=3.5' 755 PROPOSED GRADE 755 750 750 01 I�- lD OO t+1 1� 3' n M •i ILD n m N H. H lDID 0) 0l 00 00 ID u1 n n n 0+00 o+5o 1+00 i+5o 2+00 2+So 3+00 3+50 4+00 4+So 5+00 S+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 765 760 76o / HT. OF OBJ.=3.S' LINE OF SIGHT 755 755 / / 750 .750 .5' / :jYE= / / 745 � N� 745 / PROPOSED GRADE \ 740 EXISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O O 00 M M Ol I� 00 00 lD N n N M Q1 '� to C0 CO 01 H CO '. Lll `t S l!1 O '. Vl M H to M ^ CO M M W m M M rl �t M H .t ul O �. It ^ M �(1 O .t 4 N M Vl 00 ri n ^ n ^ n ^ n ^ n ^ n ^ n t\ ^ n ^ n n n ^ n n 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT /R. 05-LLINS Z No. 35791 a 7/29/22 V Z 0 a a 0~� u � D W � UI J I O .Q. I I- I W ~ F N N M p\1 � N N Ln n �A W N O Cn N w N z LU J J U) 0 LU O zJ Q U W� w in J F— LU J0� Q Lum L� LU 0 LU z Q C) U') LU Q J_ O �- 0C O J Q LU z v z LL. Q 1 F--- N W �U) LU LU 0L LU a J U W_ W 0 UJ d _ a Ln JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 27