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HomeMy WebLinkAboutSUB202000226 Plan - Other (not approved) 2021-02-17VOIA12li."Ii,81101 OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER .• COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (4.744 AC) - STANLEY MARTIN COMPANIES LLC 055CO-03-00-000AO (16.278 AC) - STANLEY MAR77N COMPANIES LLC TOTAL AREA: 21.022 ACRES (PHASE //) NOTE. PHASE l (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE: 96 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS) 38 SINGLE FAMILY DETACHED RESIDEN77AL UNITS DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT: 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE II ACREAGE = 21.02 ACRES & 134 UNITS 31.397 ACRES x 6 UNITS / ACRE = 188 UNITS ALLOWED OVERALL DENSITY = 184 UNITS (PHASE I & II) - 5.86 DU/AC OPEN SPACE. TOTAL PHASE Il OPEN SPACE REQUIRED (25%) = 5.26 AC TOTAL PHASE Il OPEN SPACE PROPOSED = 2.98 AC (14.27) TOTAL PHASE Il GREENWAY AREA = 7.07 AC (33.6%) TOTAL PHASE Il GREENSPACE PROPOSED = 10.05 AC (47.81'.) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEETS 2 & 3 AND SHEETS 9 THROUGH 10. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS., MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT. 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE. NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35'IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS I' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY.• THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGH77NG: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS. PARKING: 96 SFA UNITS = 192 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 192 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 24 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES 2. ON -STREET PARKING ALONG LEXI LANE = it SPACES TOTAL GUEST PARKING PROVIDED = 37 SPACES TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES TOTAL PARKING PROVIDED: 192 SPACES + 37 SPACES = 229 SPACES NOTE. THE ADD177ONAL PARKING PROVIDED WITH THE PHASE l DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE S17E PLAN SHEET FOR SIGNAGE ALONG LEXI LANE AND MCCOMB STREET PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IL PHASE l IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING SITES: PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH 7HE DEVELOPMENT. SEE EXIS77NG CONDITIONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY. STREAM BUFFERS 7HE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 327.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREA7ONAL AMEN17ES HAVE BEEN PROVIDED WITH THE PHASE l DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AMENITIES WITH A PASSIVE RECREA7ONAL AMENITY. A MAIL WAY SHALL BE CONSTRUCTED ALONG 774E STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL. IMPERVIOUS AREAS: PROPOSED ROADWAY: 107,632 SF PROPOSED SIDEWALK: 31,251 SF PROPOSED BUILDINGS: 161,712 SF PROPOSED DRIVEWAYS:• 46,692 SF TOTAL IMPERVIOUS AREA: 347,287 SF (367 OF PHASE 11 PROJECT AREA) LAND AREAS: RIGHT - OF- WAY.• 176,676 SF (4.06 AC) LOTS: 355,799 SF (8.17 AC) OPEN SPACE. 130,512 SF (3.00 AC) PLEASANT GREEN -PHASE 2 FINAL ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA I -L__]L I ❑ 17 ' 0 1 I I I C3 I I 1 I '' CLING LANE \ ' EXISTING - -_ �--T-- ( 11 Q o I 1 � m I 1 -- --PROPOSED MCCOMB STREET r` ---------- �A \� STANLEY MARTIN COMPANIES LLC TMP DEEM1!{ 13.486-00-02900 13.4 OB 5226, PG 309 PHASE III VICINITY MAP SCALE: 111=2000' _ _ . PHASE D �lyFF)' °O0000poo °Oop TOP - - - 1500 00 000000 ° o o° 0 05600 00 00 1 ° 000 00000o P. o° 21.654 °c. °o � , o0 00 r o °°° -'--'-�----------� DB 4856 PG 582 o / / o0 °000 _ - - 000° -______ ---- _- °O 000 ------- - �' - ° °0000, ° pOpOp °C°o \ °OOO o° C p°Y° oV°°p°° °O°° ° oOoo° 000000e°oeee o00000oo 000e0000000ee0000eo j �\ ooO / °°° I - j C:5 I I I I r I \ I ; _ I I i \z � NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40. O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. TRIP GENERATION CALCULATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 3W.4VPD 25.9 VPH 3 65VPH PROPOSED-35 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMILY ATTACHED UN ITS 7.32 D. 0.56 739.32VPD 46.46VPH 56.56VPH PROPOSED-101 DWELLING UNITS (369.66 ENTER/369.% EXIT) (10.69 ENTER/35.A EXIT) (35.0 ENTER/20.93 EXIT) 100J2VPD 72.MVPH 91.21VPH TOTAL: 1% PROPOSED DWELLING UN ITS (534.86 ENTER/534.86 EXIT) 1 (17,17 ENTER/55.19 MIT) 1 (57.46 ENTER/33J5 EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION) SHEET LAYOUT SCALE: 1" =100' PHASE II ° °Op I ° 0 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. 0 C ® ,Y26 GRAYROCK H GRAYROCK WAYLAND JARMAN GRANT GAP ESTATES (ima BARGAMIN PARK REA THURSTON ,� no IE LAUREL HILLS E41 WAYLAND PARK c.o[aI :4a PARKSIDE wi VILLAGE v Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS &DEMOLITION PLAN 3 EXISTING CONDITIONS &DEMOLITION PLAN 4 OVERALL DEVELOPMENT PLAN 5 LAYOUT &UTILITY PLAN 8 LAYOUT &UTILITY PLAN 7 LAYOUT &UTILITY PLAN 8 GRADING &DRAINAGE PLAN 9 GRADING &DRAINAGE PLAN 10 GRADING &DRAINAGE PLAN 11 NOTES &DETAILS 12 NOTES &DETAILS 13 ROAD &WATERLINE PROFILES 14 ROAD &WATERLINE PROFILES 15 SANITARY SEWER PROFILES 16 SANITARY SEWER PROFILES 17 STORM SEWER PROFILES 18 STORM SEWER PROFILES 19 DRAINAGE MAP 20 DRAINAGE CALCULATIONS 21 DRAINAGE CALCULATIONS 22 SIGHT DISTANCE PROFILES 23 SIGHT DISTANCE PROFILES 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 25 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK a VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506. 21 Bw PROPOSED SPOT ELEVATION 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 OO OO OO OO 100 YR. FLOOOPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY SCOTT/R. COLLINSIZ F-I No. 35791 11, pow 2/15/21c�4 ti IONAL Vl Z Z O ° O� F�1 U Ln m J H Z O Q ,tF_, L U > z c .. d �W/ IJi a ,y ILL Un N � 'H N 6'k z 0) r ti M cM L® � N M z Q WC N 0) N W Q O J J J z />� V) LU H� LL. ilcl� N LU/ \w O v Q U wY LU z LU Ul V) LU LL LU (7 LU z � - U) Q W w � J Q O O N H LU O w � x d � JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 __ _ \v_­­_� � u ------ �---- 1------- --- -_ F \ - -- -------------- (1U COTT R. I -- - No. 35791 --- --- 2/15/21 ---------------- _ _ \ \ `_________ EXISTING RAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER �SSIONAL GRADING PROPOSED WITH PLEASANT GREEN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - - _-__-_--_-__\ FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PLEASANT GREEN PHASE I ROAD &UTILITY PLAN -SUB-zoig-0007i ------------------ --- ----- i — - BLOW -OFF PROPOSED UNDER PLEASANT GREEN'` PHASE I ROAD &UTILITY PLANS SUB-2019-00071 - PHASE I ROAD &UTILITY PLAN SUB-zoag-0007i ---- �' PHASE I ROAD &UTILITY PLANS SUB-2019-00071 �` ^ 'C \ ' T E IN sTANCETONEARESYINTERSECTION CULVERT PROPOSED WITH THE PLEASANT , /' �' -EXISTING RWSAI2" DI WATERLINE -`-'-T 'ram` \'ram` EXISTING RWSA12' DI WATERLINE _GRAVEL RO f EA NT NT OFawealoceANo�nennnNs�Av' I TO EXISTING 8' WATERLINE PROPOSED WITH PLEA! GREENSUB zoag OADi&OBE REMOVED , / -� / \ \ \ 0 AD \\ \ aoag-o ono=„d -, GREEN PHASE I ROAD &UTILITY PLAN -SUB oo7a PHASE I UTILITY PLAN - // O �- -- / o \ \ _ MCCOMB STREET ROAD CONSTRUCTION__- f w w _ ---W - w -- - - w w - -- ---_ - ------- w - - PROPOSEDUNDER ___ 1------%`- 54,- --55 - - \ _ - SEfR�O--& N \ a w J � w 711 a w Lae— ------ / L53 L - __L _ _ — - - -- - ---- ---- - - -_ - w PLEASANT GREEN - - - b%FC P =---------- -- - - - - - -- _ HA PLANS SUB 2019000 - i v 056 ueu S z EXISTING BARN TO BE----�---- - XISTING ACSAS DI WATERLINE w / - 4 aGZ ,;�, �' 1 \' IF RE THETED FOR USE 13.NEIGHBORHOODIGHBORHOOD , / _.\ \ 's. _/ \ lJ 0 PORTION OF EXISTING 6" DI WATERLINE AND z0' PUBLIC DRAINAGE EASEMENT EXISTING BLOW -OFF TO BE REMOVED. EXISTING SR _ ��2} \; " / _ -_ f T� \ CD.B. 5z64, PG. z97 — - - — - - — - - ¢ VACANT SERVICES SHALL BE ABANDONED. CCES 5 .�_-- y - - _ - <c-''' \ R i EXISTING HOUSE TO BE r / ,' �\L,+,'; m NCB EpSEM s- - 2 ` „: �Q v Vv, k'n ' ' CJ ERGS ccEss = - - s' =-------_ L Cz \ CONVERTED TO A CLUBHOUSE ° �/ , ' FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN _ c ¢ EM o a _ SJ v / - m XISTING RWSA 12" DI WATERLINE o- �_' C23 ,/' STORM SEWER PROPOSED WITH \ ',: `,, PHASE I ROAD & UTILITY PLANS UB-2019-00071 M \� 8 PLEASANT GREEN PHASE I ROAD 36C Ay10E °c z H 20' WIDE PAVED EMERGENCY ACCESS ROAD &UTILITY PLAN -SUB-zoig-0007i / \ \ \ %/ ,' /8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN UR 32T P 6 �pLA\\ a j PROPOSED WITH THE PLEASANT GREEN PHASE I HASE I d ;`:e+' PHASE I ROAD &✓ILITY PLANS SUB-2019-00071 _ SCR AR30 DR / \\ \ g X, E G \ O c� m ROAD & UTILITY PLAN - SUB-2019-00072 \ ` \ \ \\ / / y; / E P 36 P DB R6 \ TO BE REMOVED WITH PHASE II AND \ / ' / \ , \ N' B h� 344' lN� \ \ w J / r REPLACED WITH MCCOMB STREET \ ' / % X 0 pG ti0N i p \ / 65 O / r/ k ,,, r g'/' / / nB 2 i z V „ EXTENSION , g \ \ /',' , s� ' / GRADING PROPOSED WITH PLEASANT GREEN H O F w CULVERT& OUTFALL PROPOSED WITH THE _\ \ _ PLEASANT GREEN PHASE I ROAD & UTILITY / ' - _ _ Z -'� _- \ \ i ;','' y � G', 20' PUBLIC DRAINAGE EASEMENT I PHASE I ROAD &UTILITY PLAN -SUB-aoag-0007i \ > z < PLAN - SUB-zoig-o0072TO BE REMOVED / - - - - _ i ',', C( ,QS D.B. 26 PG. z _ - w z ILL 11 \\ '' - FRAME \` , / i \ - i A \ i•\ ,�/ /. .fi�ig'O 5\ 4�, 97 /p.� ���(((��/ D.BU5z6y PG.zgMENT� T 56A1-1 \� aC m ,/� SHED ,� I > \ \ r _. \ ' i� - ', / /a ,,/ 6" SDR-z6 PVC SANITARY SEWER LATERAL N F ILV M `---------'' - / I \\\ \\'• \\` '-(�� ' r ROPOSEDWITH PLEASANGREEN PHASE I 0 B 5 034ILL _ / ROAD &UTILITY PLAN - SUB-z0z 00o z DB 1411 PG 367 (PLAT / V _ 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN - 9 7 \ ZONINC: R6 \ \ Ow -'--- PHASE I ROAD &UTILITY PLANS SUB-2019-00071/' STANLEY MARTIN COMPANIES LLCILL _ �\ STORM SEWER } TMP 056A1-01-00-02500 PHASE III / - / 1.8500 ac. A-- PLEASANT GREEN PHASE I ROA 0 m u ' `v % TMP 6 -35 - __ s- EXISTING CUL-DE-SAC / / o / - TO BE REMOVED WITH / / /' DB 5226, PG 309 `� �� &UTILITY PLAN -SUB-aoag-0007i \\ `!�g ,v' a -� �`\ /' \\ r\\ \\'1 N/F RITZE MISTY DARNELL \ \ PHASE II CONSTRUCTION ' - - \` STORY FRAME_ / /' ^derma__ \ 9 V, ` 62 PC 12 � // /'/ - ---- ' 66 / 1 \ - - - " '_""* \ .r L \ DB 576 PC 3 PLAT � � _N CRAWL/ zo PUBLIC DRAINAGE EASEMENT \ J o ' / / \ _ PARTIAL CELLAR /' / i I 11 \ 'D.B. 5264, PG. 297 R6 i O TMP 56A1 i- \ EXISTING SANITARY SEWER J -4z_ C` C2 O \ F / \ xY' PHASE LINE (TYPJ N/F PIR Y, H L. ' TO BE REMOVED AND EXISTING / / ,_- ----_ --_- ,� o' / ,�' I zo' PRIVATE DRAINAGE EASEMENT EA_SEMENTTO BE VACATED / ` _\ i ' \ J I \ \ \ \ ` / , / D.B. 5z64 PG. z97 ------ BM DB 2143 PC \ ' / \ STANL '' MARTIN COMPANIES LLC 2 , , / /� r ' TMP 056A1-01-00-02900 pU � ' ; STORM SEWER PROPOSED WITH \ . TOP MH=72 .53 DB 150 PC 23 (PLAT) o / / 13.49 ac. \ ,--- OUS '/ / i PLEASANT GREEN PHASE I ROA c\\`\ C: 6 \ o , ' '`---- ''---/ , / / -- DB 5226, PG 309 \ ' t , , ' N a; / / / /' \ \ - 1- `-�<� ' ' ,& UTILITY PLAN - SUB-201 000 a �- w ^I _ / /' , _ 9 7 zo' UTILITY EASEMENT / PHASE I I - / \ \ / / D.B. 5z64, PG. zg7 E f / ,�� - ✓ �5 \, \ o N --- EXISTING HOUSE=, i ,' / f 1 \ \ \\ \ N o / / /' ' TO REMAIN DURING ; G r \ T \ / 56A1-1-33A \ PHASE II CONSTRUCTION N F BA ER, JAMES L. OR ' 'ra / ,' ,/ \\ GRADING PROPOSED WITH PLEASANT GREEN-azz}/ _ -\\ D LORES J. ,/ ,' / �'` 6 `\__- `\ HASEIROAD & UTILITY PLAN -SUB-201 000 a\�" ` D 90 PC 389 / ■ C2 o C28 / ! 3 - - — - --� - ' ---- - - + 1\ B DB 1980 PC 534 (PLAT)L9 / / r :` \ �, --- _ ,/ - - \ \ \ TOP OF .85 ZONING: R2 ' P rr' Y ` _ _ Z ' ' - - zo' PRIVATE DRAINAGE EASEMENT I' / --- - I zo UTILITY EASEMENT 64, PG. 297 \ - i _ - --- \ DUPREE STREET ROAD CONSTRUCTION -- r D B 5z64, PG. zg7 s _ \\ \ TM 56A1 -33 \ i C / ■ / \ Q I - - -___-- O i, PROPOSED UNDER PLEASANT GREE 1 1 /, \I = i N F SH DAN OR \ NE \ \ -- \ \ I '/ FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN it \\ / STANLEY MARTIN COMPANIES LLC PHASE I I —_ , / PHASE I ROAD &UTILITY PLANS SUB-2019-00071_ - r 1 r , \ \ \ \ \ ANC IAx TMP 055CO-03-00-000AO /' / A v` _ PHASE I ROAD &UTILITY PLANS SUB-2019-00071 / �, vv DB 2413 214 1�'`RE� TMP 5 \ -»z- / 16.28 ac. /"- / �no�',,' V v� vL h v B 1980 PG 53 (PLA N/F BABER, JAMES L. / _ i // + r I I / 1 A A Jy� \ / ■ --__ DB 5226, PG 309 � I `v �- - - / w-rm'`, vv A I-LF v _6" DI WATERLINE PROPOSED UNDER PLEASANT GREEN id 'y rl / I IN - _ _ r 1' v \ ZONING: R D 5 O PC 474 4- PHASE I ROAD & UTILITY PLANS SUB-2019-00071 / �6 n GRADING PROPOSED WITH / Z-tw �- - EXISTING ioo' WPO ,% / / ,'� ' v - �Py i / _ _ �` DB 12 PG 397 PLAT CV ,/� , ' \ �� i v III PLEASANT GREEN PHASE I ROAD i i g / S`TANL Y MARTIN COMPANIES LLC _�' / ,LIMITSOFPHASEI ' / / v3 1 I. 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Lz 57.777 N25°26'24.57"E L37 87.76o SoB°i3'zz85"W Q 352.277 228.000 088.5262 A 56A1-05-00-000A0 STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 \ _ \ II \ '1 \ I\ ��_________ _ L3 30.010 S64°33'3543"E L38 82333 S27°04'03.15"E C3 19.972 az.SoO 091.540E B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 O.SOAC 5226/309 \ _ i \\ 1 11 \\ \\------------v------------� L4 27.002 SIP38'06.67"W L39 -5.230 S54°4i3736"W c4 42.052 200.500 012.0170 C 05600-00-00-11500 VUE REALTY PARTNERS, LLC R-6 21.85AC 4856/582 - / _ _ ❑ \ ` __-�-- - __ _----- L5 27.011 N58°29'z4.98"E L40 16o.000 N65°24'og.64"W C5 225685 3o6.500 04z.z886 D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 ----- ------ L6 49000 N75°23'22.46"E L42 80.16o N66°59'ox.64"W C6 13.863 333500 00z.385z E osscao3-00-0170o MORGAN,TERESA R-6 0.2$AC 1407/560 / \ D I ,/ I / \ \ 1 \ _ 1 `------------J--------- L7 5790 N14o36'48.5z"W L42 256.839 N63°20' 2o.64"W C7 15.229 23.500 036.8852 F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4W2/047 G 055CO-03-00-01900 RICHARSON ELLEN M OR ROBERT M R-6 0.27 AC 3472/007- L8 9.773 Nob°3z'ozz8"W L43 Sz.00z N63°20'2o.64"W C8 133345 250.500 030.4995 , H OSSCO 03-00 02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 /' - - / ID -- - - - - - L9 59.236 N04°54'39.11"W L44 3345 N67°43'u.58"W Cg 50.043 Szy.5o0 005.4667 __ / 055CO-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30AC 3392/158 Lio 19.805 N25° zg' z5.8o"E L45 282.483 N61°4Y37 Bi'W CIO 17.Szo zz.SoO 080.2608 - - - - - - - - - - - -- I OSSCO-03-00-02200 CROMER,SHIRLEYH R-6 0.29AC 1337/295 Lu 16.426 N25°29'25.8a"E L46 50.02o N56°56'39.64"W Cn 3z.86y zz5.5oo 008.o96z K 055CO-03-00-02300 GREENLEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 ------------- L� 86 S °z' o "E L 68 N 6 "W C z 612 B o0 o0a 6o6 , \ \ ---- LLL" "rH No. 35791 2/15/21 L1z 774 5z 359 3 47 zz . 00 54 5337 4 zz 3 4 55 4 \ \ \----___ _ _--___--__-- L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 p _ _ Lza 43.130 538° 38' z6.o3"E L46 n9.985 538' 36' yy.36"W C13 36.236 47.5oo o43.7a17 \ /X \\ \ \\ - %, -------------- M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 Lz4 29.440 Szz°0z`o7.o3"E L49 zo.66 N49°55'So.6z"W Czy ;g.z88 57.Soo o3g.oy88 / ___ ' 7 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 i \ ___ ___ O _ Ln Lg 13.810 Sn°oz'o7.o3"E L5o 5o.on Syz°5i 47ai'W Czs 21338 47500 0=5 7385 O OSSCO-03-00-02700 TRACKER, DAMES E OR BERNICE E R-6 0.24AC 1870/153 \ /' i \ \\ \\ II \ - - - �I ,/� // ' w Lab 42.980 Szz°5iz7.o3''E L5a a5x.783 536°00'S6.3o''W C16 51576 482.500 oo6.azy5 p 055CO-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 Lz7 89.730 538°3140.97"W L52 21.412 N45°25'44.29"E C27 8.232 84.500 005.581g / 1 / \\ / / _ +-- N OU Q 055CO-03-00-02900 VONN,MICHAELE R-6 0.22AC 5023/422 _ w LA 38.5zo Soz°33'z9.o3"E L53 a7x.3oo N45009'5z.z3"W Cz8 57756 7zz5oo ooy.58oz R OSSC0-03-00-0300o LUECKE,ROBINJ R-6 D.31AC 3612/210 / 1 / ' 1 oPp \ / /_ �~ .,C�-w wT J ¢ / \ / EXISTING RPILR 7y "' U Lag 9.990 Sz8°zz'zS.03"E L54 zoo.ow N43°29'52.23"W Czg 46.991 2472.500 ooz.8285 S BUCKINGHAM BRANCH RAILROAD 1 / \ / 1 w �� - - -'� - ,/ / /A ¢ 0-6 Lxo 5vzo9 Sz8°zi 25.03"E L55 zo3.3oo N42°56'52.23"w Czo 287.432 3822.470 004.3297 \ � \ / I `I VE , / ---_- _ �' , / \\ % / / / O J H Lzz 109.956 S29°46'05.76"E L56 52440 N25°59'2477'E cxz 68.y5a z7zooa ozz8ozo / \\ // RP\CR�p P�� /' i_- _ T - - �' -� I ' PORTION OF EXISTING 6" DI WATERLINE AND o P 1 ❑ i -EXISTING BLOW -OFF TO BE REMOVED. 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PROPOSED WATER O Q SEE DETAIL - SHEET7. ' 92, I o 3� v? SERVICE LATERAL (TYP.) PHASE III s, I LOT PROPOSED 8"x8"TEE z (FUTURE) ��F s o 180 i & (i) - 8" G.V. M C 41 PROPOSED TYPE A o� o° ° / / \ -- M o U BLOW -OFF ASSEMBLY o %\/ \ \ y ROPOSED 8"x6" REDUCER `tx m PROPOSED VDOT / LOT 1� J STD. CG-6 (TYP.) PROPOSED zo' ACSA / x y IMITS OF PUBLIC R/W / 79 ti , 4 UTILITYEASEMENT(TYP.) y A \ 1 ry 3 / ° QL. 1 PROPOSED VDOT STD. CG-6 (TYP.) 8g o y PROPOSED 8" CL 5 z DI WATERLINE \ �• LOT I o\ 4 PARKING PERMITTED IN THIS Q PROPOSED'NO PARKINGSIGN (TYP.) k PORTION OF LEXI LANE y PROPOSED SANITARY SEWER 1]8 �� / a PROPOSED STREET 1 \ 3 PROPOSED SPEED SIGN (TYP.) y :s SERVICE LATERAL (TY PROJECT BOUNDARY (TYP. BLOW -OFF ASSEMBLY o ° TIE-IN TO EXISTING 8 N PRC-io+gi.63 ^, o PRIVATE ALLEY LOT LIMIT SIGN (TYP.) PROPOSED FIRE HYDRANT x° PROPOSED zo' ACSA PROPOSED'NO PROPOSED'NO PARKING' SIGN (TYP.) PROPOSED VAR. WIDTH ACSA ASSEMBLY w/ 8"x6"TEE ^y PROPOSED 6" CL z UTILITY EASEMENT (TYP.) PROPOSED MILL & OVERLAY. 177 3� UTILITY EASEMENT (TYP.) / z 'R " DI WATERLINE 5 SEE DETAIL ON SHEET u. PARKING'SIGN (TYP) PROPOSED'NO 5 � PROPOSED SPEED SETB — I I / ' n PROPOSED STREET PROPOSED ENTRANCE TO PARKING' SIGN (TYP.) 3 \ \ LIMIT SIGN (TYP.) PRIVATE ALLEY ROAD CONSTRUCTION qCK g� _ ,1 SIGN (TYP.) FUTURE PRIVATE TRAVELWAY yx —_� � 1 ', I 3 /p-Eop — - PROPOSED'NO PROPOSED SPEED � � \ oO /\ \ MH-i PROPOSED UNDER PLEASANT GREEN PHASE I I PROPOSED CG-iz (TYP) PROPOSED 8" PLU PARKING' SIGN (TYP.) PROPOSED CG-gD °' 9 ` / \ ROAD & UTILITY PLAN S(SUB-2029-00071) SED STOP SIGN (TYP. PROPOSED FIRE HYDRANT ENTRANCE (TYP.) SIGN (TYPJ0/ ro� ° p� / > zo' UTILITY EASEMENT ASSEMBLY w/ 8"x6" TEE / \ , �$xi. 5 / D B S264 PG 297 SCOTT/R. CtTLLINSZ No. 35791 i�l 2/15/21 _i — MH-z7 PROPOSED VDOT °T. o PROPOSED STOP So 1 C PROPOSED 8"x8"TEE z y PROPOSED 4" CL 53 DI WATERLINE SIGN (TYP) J _ zx ti \ & (3) - 8" G.V. ,- STD. CG-6 (TYP.) s ., yti ' , ro / SIGN (TYP.) � i /(' D �C `u z8o I * I ) PROPOSED PROPOSED 8" CL 52 DI WATERLINE si / / OT zb` ISTAN � L h . •. CG-iz (TYP) �c� / > ' z� - - a ,a a: 5 I PROPOSED 5' CONCRETE SIDEWALK ;..:.• -'o' �� ti / / 8S S8 �11}pO /M i ,,ww O J C \ Vl o v " io+oo 15� ROPOSED 6' PLANTING STRIP �3wao a+so o \ \ 'IT (L7 r PROPOSED FIRE HYDRANT xo s 86, A / '\, RIVATE EASEIVIF O m v z + zoao R AtS ASSEMBLY w 8"x6" TEE yy 59 / / �,,, 320'R R 4 PG: z4+00 z3+oa 0E=28q' — / ? , PROPOSED WATER SERVICE LATERAL (TYP.) M—iz+oo m m LOT o - PROPOSED PUBLIC R AD 49 R VU zz+5o _��m /q ti3 / D.B. 523 M 1i 5 PROPOSED'NO iF i OT \��/ / Y -/ — - - - _ - ___ J L - m a /OPEN SPACE'B' _ _ �4 H o r ZZ+oo PARKING' SIGN (TYP.) / ISO by r � in z o 43 MH-z8 - M C (� (0.04 AC) r ' ROPOSED 6"x4" REDUCER — > 4 3- \ PROPOSEDSTOP C / /' I w 2 g PROPOSED SPEED 5 S. io 43 y 3 SIGN (TYP.) /, Q OT \ / � u z=, M i / PROPOSED J ROPOSED 6"x6" TEE & (i) - 6" G.V. u �p LIMIT SIGN (TYP.) - - — _ - — � PROPOSED SPEED s• • ` • ° • � � � / • / � / LOT W _ ) M =z6 So / ¢ NO PARKING' 61 / ti/. ./ " OT �o• i i 0 15 I — — — — — _ LIMIT SIGN (TYP.) yo / rn "90 BEND WITH 6"x6" TEE REPLACE EXISTING 6 E — r - : PROPOSED o SIGN (TYP.) /O / / / ` / /Y 56 ; / AND TIE-IN TO EXISTING 6" DI WATERLINE — - �/ I I PROPOSED WATER . ". . •�.l. • . • . • . — li MH-z9 I I. e LL •s , // so E CG-3.(TYP) y - - / OT / " _/ • / ROPOSED zo' ACSA UTILITY EASEMENT(TYPy LOT SERVICE LATERAL (TYP.) • ` o / / PROPOSED zo' ACSA OSEDSANITARYSEWER — / / '8 LOT 'ROPOSED 'NO L I . J / o �g 62 / yy / SERVICE LATERAL (TYP.) 1 I I I I L PROPOSED'NO. •" � PARKING'SIGN(TYPJ .' PROPOSEDCG gD " / `'" / / / \ OT � f / 25 UTILITYEASEMENT(TYPJ 16 L' I i n N i i PARKING' SIGN LYP. '. • ` / 4 ti PROPOSED DECK i 55 [PROPOSED 8"x8" TEE I I PROPOSED zo' ACSA ( )• ENTRANCE (TYP.) / 18, 8 y 25R AG PROPOSED SPEED QT // / I — - - " EE /• ` / / ( / (T zox io'xi6' (TYPJ / / / 'FIRE HYDRANT PROPOSED UNDER I „ I & (3) 8 G UTILITY EASEMENT (TYP.) / Yp LIMIT SIGN (TYP.) 6 ro , • `/y OT 6, � _ .�-'I• ". • . • / -) > z - °� > 3 /y•� . // �: LEASANT GREEN PHASE I 1 LOT I 1 ° LOT ,`• / °* " 3 ( / / - 1 LOT Y LOT LOT / So N H c ' / . • ` / \ i i / ROAD & UTILITY PLANS (SUB 2oi9 0007i) I ° v o % • ` // ,PROPOSED zo' ACSA \o .. PROPOSED STREET / / / S�F PROPOSED WATERi:. 1 1 17 _I 8 ¢I 77 6 /. UTILITYEASEMENT(TYP.) / / B, xo p OT \ / % / I );I ] ImI I 7 I 75 q // / SERVICE LATERAL (TYPJ I — I I - "' I I I I I \ I i `. •,•. •LL . " •_ . •. • LOT /' / / \ � � i � : ti \ � / / � LOT I 1 1 �• .�.. • " . . `. ]LF oy // / / 27 PROPOS' 'NO 1 , zo o xa \ \ • `, % / PROPOSED PATIO SANITARY SEWER PROPOSED UNDER LujPARKING' SIGN (TYP.) / ro o l / — — _ . • .%• ( / / / / � L ti ' � / . •. / / / OT ioki6' (TYPJ LEASANT GREEN PHASE I � —1 LOT / - 1 I — — J L _ _ \ _ _ — . - ./'" • ' L /� \ / / / � � , �� %✓ / 2 / ROAD &UTILITY PLANS (SUB zoi o0o i) — — �`" - ` • / // 73 0 /// PROPOSED 8 9 7 1 1 1 \ LOT �" `• ' - `, • S /, / / �/ & (z) WATERLINE PROPOSED UNDER I I 46' 44_ PROPOSED 8" SANITARY SEWER (TYP..LOT /. / ' \ �. �'. < f aT - �� \ / / , PARKING' SIGN (TYPJ C �j / PLEASANT GREEN PHASE I / �( L / / \ 19x Q / 1 / ROAD & UTILITY PLANS (SUB-zoi9-00071) \ LOT .1$' o' > ' 3z_ MH-z5 / / / / //j So Nq M /� \ 5 s / �' • <C / 3 — 5 . . .`•-." . - ( \ S -1- � / / 72 / � ; / / <o � PROPOSED'NO = Q�. p• ,6 / \��l // ✓ ^ /8 oQ 4 O PARKING' SIGN tTYP `.EXISTI`NU CEMETERY / v / / /LOT // PROPOSED WA I LK / V s " /v vim/ h ��� LOT SHALL BE UNDISTURBED `" �\ / / / SERVICE LATERAL TYPJ \� \ 2g PHASE II w'� // ]1 / ( / 4g * ROPOSED / / �� Z � \ � � \ / // j/ y \\ //� / � , � oo � � � DUPREE STREET ROAD CONSTRUCTION / 20 � =w +OPEN SPACE / / \ // >/ / \ \ LOT ROPOSED UNDER PLEASANT GREEN PH, SE I \ V 2 , . `•� • S 20 \ J / / / PROPOSED SPEED \ EX-MH-1 3o ROAD &UTILITY PLAN S(SUB-zoig- 0071) \ \ LOT f� w% C �F / / LOT % / ! LIMIT Q I ( )i qR / 0 / / / 0.33 AC ` \ FT / / �/ // / / z8x TIE -INTO EXISTING LOT \\ \ M .� .. g 7 / o / � So SANITARY SEWER \ Cy) — • `. *' qC / \, / / PROPOSED 8" CL 5z DI WATERLINE / 31 \ \ N �`• . s \� \ ., �, / // / ' \ / /N v LOT REMOVE EXISTING PLUG FIRE HYDRANT PROPOSED UNDER / LOT PROPOSED'NO / \ (DO 0 00 ioo' WPO BUFFER (TYP. !. LL� \ / / / / / &TIE INTO EXISTING LEASANT GREEN PHASE I 22 \ Ch O / / 6 V PARKING SIGN (TYP) LOT \ \ Z O O O O 0 9 8" DI WATERLINE ROAD &UTILITY PLANS (SUB-2019-00072) LOT 2 \ I O O0 ." vim/ / \ 3 V Q Q / TIE -INTO EXISTING ALSTON STREET .t 'sI 1 � \ O O MH_�4 / �0/ 9x �S \/ 2 — �O 0 �� �� r/ o LEASANT GREEN PHASE I \ �/ 8" DI WATERLINE PROPOSED UNDER 4 \ I I N J ioo-YEAR FLOODPLAIN (TYP. O �// LOT PROPOSED MILL &OVERLAY. p 0 O� 68 SEE DETAIL ON SHEET iz a $S�d(iAO q \ 9 7 \ N ROAD &UTILITY PLAN S(SUB-zoi o0o i) OO %' Q 0 DO 0 �O 0 �O 0 S /c n / ^ /� i OJ �j zo' UTILITY EASEMENT r DO ���� D.B. z6 , PG. z Q — — — — _ PROPOSED TRAIL EASEMENT O 0O PROPOSED LOT LINE (TYP.) \ �� J / // LOT / / / / ' Q, �� 5 4 97 L 0 D.B.�PG. 0o OO S \Lu � / / /// 6 // / / i s� y.�, s• So /� Lu LL PROPOSED SANITARY SEWER MH+z•V .` .e . �• S \ /� � ^ �� / � Oti � �/i � � ` � .: ° .. m \ \ . ,. • .' � . .. • ` � J J Z SERVICE LATERAL (TYP.) 3 a \V �/ / LOT / /T �� b� P�OPOPRg i Z J vj EXISTING STREAM _ — — — — 4y, \ / / 66 / // , •,° '�—�\� o �•`' LIJ W S \ � --- OO \ \ V \ PROPOSED WATER L9 I I PROJECT BOUNDARY (TYP.) \ \ \ �� // C\\\\\\\ SERVICE LATERAL (TYP.) O I- vN, �'/ LOT O OO OO OO OO OO OO OO OO OO Oo O o° 0 \ QO \ OOO000 OO(Do OO 6 < D \ c _ 0 DO — QO PROPOSED zo' ACSA \ \ \ /C ". " " " ' S LOT Y 000 LLJ UTILITY EASEMENT (TYP.)\ \ \ '. '. `. " 48 Z �a 00°OOCo000oOOO & \\ \+\."�\".. \ LOT W 0 _ DO 49 O OO 0 `.\ LOT ul Q OO OO 0 \ '.\ `. \ 5o J ♦ OO \ 0OO \ \ .� " ' "` " 1 ALSTON STREET ROAD CONSTRUCTION Lu v ♦ OLu O 0 \ �OOO \ \ \\ \� ROAD ROPOSUTILITY PLAN SED UNDER (SUB zo 9SANT E00071 EN PHASE I \••� Coi „ QO Q00 NOTES: U z 0 PROPOSED SWM FACILITY & \ \- `" �`. ' ' SANITARY SEWER PROPOSED UNDER Q i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER MAINTENANCE EASEMENT \ ". \`""• \ PLEASANT GREEN PHASE I (n CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES \ v \ \ `" • \. •"' " `• ' " . • ' - " - ` ROAD &UTILITY PLANS (SUB-zoig-0007i) / BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL \0 \ \ ". . .OPEN SPACE. J Q `� � / W CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE \0 \ \ X. • . `. 'A' / W OR PAVEMENT BEING PLACED. \ \ ✓", / J O \ \ (0.34 AC) / z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ `LL • "' ' / Q THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) \ • ' \` 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 0 � FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY MH-20 N SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 0 / \• i n 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL �- \ 5 1 1 t. '. ` r' . .LL S o INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. O/ \ 23 TIE-IN TO EXISTING 8" SANITARY SEWER / 1 ♦ \ WITH PROPOSED DOGHOUSE MANHOLE — _ 0 / / 0 / 28"STEEL CASING PIPE REQUIRED Z PROPOSED zo' ACSA O I GRAPHIC SCALE 00P // AT ROAD CROSSING 0 O Gl UTILITY EASEMENT( TYP.), O 30 0 15 30 �50 120 / O �' O / OO OO OO 00 WWOO( O O OI 0 0 0 0 u 0 1 — CO) _ I O, OO zo' UTILITY EASEMENT ( IN FEET) 0 ` ��O o/ 00 O 0 QO RAMBLING BROOK LANE CONSTRUCTION D.B. Sz64, PG. z97 \ \ ° 1 inch - 30 £t. / \ 1 O \ �% PROPOSED UNDER PLEASANT GREE O : D 00 OO o� �O rn)\ / CONNECTOR ROAD PLAN S(SUB-zoi9-00058) O m. ' O w a Ln JOB NO. 182154 SCALE III = 30' SHEET NO. 5 11-7-r-rr EXISTING 8" DI EXISTING zz" RWSA WA PARKING PERMITTED IN THIS — — PORTION OF MCCOMB STREET SCOTT/R. CtTLLINSZ No. 35791 W Al, • �' •; " ` W ` `• `• • '"` ' �• `•" ". ` ",WLL W w - CHANGE TO "CLING LANE" AT THE ' PLANTING STRIP TIE -INTO EXISTING MCCO MB STREET 2O _ INTERSECTION WITH LEXI LANE. " w w w PROPOSED8"CL52DIWATERLINE — — 4�0� 2/15/21 _�4 OPEN SPACE � — 34 - - I - w REMOVE EXISTING BLOW -OFF & 5' CONCRETE SIDEWALK PROPOSED 8"x8" TEES - •' 1F1 — /32 - __ - - _ ,'} I &(z) 8"G.V. W TIE-IN WATERLINE . " — LL � '•. •, EXISTING 8" DI _ _ - - 'PROPOSED zo' ACSA I IN W (0.14 AC) e ., 20/ - - - UTILITY EASEMENT (TYP.) 1 PE AC `PROPOSED 8'`x8" TEE• : '` `' ``" " ` I- NE P PLIMTOSIGN(TYPJ 1 \ ` LOT LOT &(3) `O E' �. o LOT 1 2 -•LLB -- 2 LOT LOT 151 5 (0.19 AC) _ ry "GV 16 \ �� LOT 1 150 - , °.- J 1l+$ 49 �, • `. ` " ROPOSED'NO PARKING' SIGN (TYP) • a M ' 26 \ �m 147 --- I " . ". m MCCOMBS-M ROPOSEDA.R.V.. MJ-^M a M TREET CQ PROPOSED PUBLIC ROAD M M ST PROPOSED WALL 1 m' MH-4i� v (56' LK LOT -� K -1 1� . =N � \ � C i0. ----_ E z R dip A W` A M C c8 .. 46 r'sE 6 • I MAINTENANCE EASEMENT E N -- 45o,R.. o cr a My . i5+oo DISTA zz+5o AD (56, PRS LOT 145 M X. RQ Z M� z5+5 w i2 zy+5o Soo'R Z3+oo 5264 R/lt!) R \ 25 _ _ - 0 o z4+oo + o PG 22° LOT 3.44 0 Cr) " PROPOSED 8" SANITARY j > -J I M 3 z3 5 26hzx \ 1 � YSEWER(TYP.) ,00 �� •' .. .• °. /26+0 LOT 143 ^ PROPOSED'NO ^ g o 1 2 PARKING' SIGN (TYP.) _ _ - q_ q 5 z M \ o ticz + LOT 4 5 7 2y+5 as. p N 0 PROPOSED WALL 1 1 - N - -' MH o ', !„- II . iJ �/� (MAX. HT. = y') I LOT 4 6 4 zo - '. i - - - - - -a PROPOSED'NO Vl 1 p PROPOSED CG-gD ENTRANCE (TYP.)' 3 z0<- M PROPOSED PARKING' SIGN (TYP.) I ° z I 4 ` 5 z3' o C - I PROPOSED SPEED PROPOSED 8"x8" TEE J L a z6. ° ' M ,R 21*p0 2 � - � � ,, ; G-zz (TYP) ( -) � ¢ v S - -w��� 400 o- ; ,,, LIMIT SIGN (TYP.) (2) 8" G.V. & 8"x6" REDUCER �" _ ANE _ 28 ^ PROPOSED'NO PARKING' SIGN (TYP.) o_ CL`. GM I. D l5b R(Wl i ISTANCE- .. o_ \ PROPOSED STOP MILL&U MH-39 6' M pR SEA pUBLtC OP. 2%+5o SIGH z� ` , 1 ; SIGN (TYP.) PROPOSED 8" PLUG PROPOSEDEDETAIL ON SHEET OVERLAY. U Co D ,- .I o . '. SI u. O - 0 " - 28+00 16 1 9m - ` PROPOSED'NO PARKING' SIGN (TYP.) o I - { In z M. PT: z7+57 43' PROPOSED STREET PROPOSED'NO z PROPOSED PROPOS D FIRE HYDRANT l vP 3' j za 5 �6` ' PROPOSED FIRE HYDRANT PARKING' SIGN TYP. F0I 5 ✓� d M�i + o SIGN TYP.) n 3. (TYP.) I 16 A e ASSEMBLYw/8"x6"TEE ASSEMBLYw/6"x6"TEE 1 9' 1 M °R - 1g '6', 10 PROPOSEDWATER 5 w 4° PROPOSED ENTRANCE TO 44, o /0 16' 7 S 1 FRON TVP 1 �� SERVICE LATERAL (TYP.) E p PROPOSED 6" 450BEN 29'O r z6' Z M CK �IP I FUTURE PRIVATE TRAVELWAY W Q - �7 PROPOSED CG-gD ENTRANCE (TYP.) 'IT I °o ° M PARKING' SIGN (TYP) I J J j;. m 1 TB '' o n LOT 3-53 �I r CONNECT TO EXISTING 6" DI WATELRINE PROPOSED'NO + y y _ w/PROPOSED 6" y5 BEND M 63' a1 ^ m LOT 0 3 PROPOSED STOP PROPOSED 8" CL z'^ �- 1 00 PROPOSED MILL &OVERLAY. O9'R 29+5 5 m " ` WI LOT 54 m 3 PT: zz+g7.g3 SEE DETAIL ON SHEET zz. _ �C: zg+3g.yo P. = I -1 - 155 /JJJ SIGN (TY ) �gDl WATERLINE IN TIE -INTO EXISTING CLING LANE /oO PROPOSED ? LQT 0 LOT �56 PROPOSED'NO 3° CG-zz (TYP) SR—+,— N 59 3.63U) LOT 157 PARKING' SIGN (TYP_) l a ROPOSED 5' CONCRETE SIDEWALK CLING LANE 3°+5a ^ Pj yz.3y LOT LOT 158 - - SIGHT DISTANCE = 280'+00� L ", 11 LOT LOT 16o 3.59 TBA�MH m IL FIL' s9 0 . - REAR 5 } ry 9' LOT 0 ' 162 161 _ - 20 MH- z PROPOSED 6' PLANTING STRIP q S6' 33 { m PROPOSED STREET .. N 164 8 ' " -.1�I = _ _ j - - Z°,� �` - 3 + o SIGN (TYP.) _ I I `• "-- z' N - a\ LOT ^ 1 - -- 1 - y6' PARKING PERMITTED IN THIS EXISTING 6" i I WATERLINE LOT PROPOSED SPEED- } - 6' �" • "` "'•" , o i • 54 PORTION OF LEXI LANE LIMIT SIGN (TYP.) � 16 y6' y 139 84' T 1 5 \ `• s6' • '` '. '.. MH 3i . 3Rl RM/ PROJECT BOUNDARY (TYP.) I - s8' T { 1 CD "' PROPOSED PATIO LOT I� - " YI z6' a _ - -'- I� 0 LOb F Co zo'xz6' (TYP.) 13$ ~ w 89 1 MH PROPOSED zo' ACSA'. `, • • LOT .+ LOT 86 MH- 8 I PCni+8zi8" 3 b _- H LOT UTILITYEASEMENT(TYP.)• /` 1$4 1 0 LOT LINE 137 I ------ PROPOSED Z o 16] \ ` .' 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PROPOSED DECK• '. : I I / 1 ° s M (D.B. 1396, PG. 69) _ I - . ' ' �• " LOT z 11 ❑ _ LOT 90, 0 16' 24' 20'LL i6` "8' •a +T• zo>`xz6'(TYP.)•• _ Q (FUTURE) Q �34 o 2a -r _ -r. �N 180 6 0 PT: zo+ z. 2 PROPOSED zo' ACSA _28' 0 90, mQ o �/ 1 NO J _ 8S I _ zo' REIla- A UTILITY EASEMENT (TYP.) I LOT IIII w ry �C m .. PROPOSED VDOT QD a LOT I r ROPOSED SPEED LIMIT SIGN_ (TYP.) I! I I - I 179 ry Z i �� STD. CG-6 (TYP.) N Q 33 s�i I LOT ' as' ° o Q - ACK -- D C L T 87 I 7 LOT 102 LOT LOT 11 x 1 a PARKING PERMITTED IN THIS P Q o' REAR SET ^ 1 - I PROPOSED_2o' ACSA UTILITY EASEMENT (TYP.) I - I I I 1 � O o \ 1 O 171 ] LOT I LOT O PORTION OF LEXI LANE � O LOT ' j I° I MH-37 3M 173 174 LOT I 1 8 q a ry I 1-32 } °� - 175 7 _ lYl LOT LOT 130 PROPOSED FIRE HYDRANT 85= ROPOSED STOP SIGN (TYP.) a 176 I_ 1 87' h 1 3 pRG io+ i.63 PROPOSED SPEED LLI J LOT ��7 128 ASSEMBLYw/8"x6"TEE I d PC:i0++5z.2 ROPOSED STREET SIGN (TYP.) o I; • I I LOT i 9 LIMIT SIGN (TYP.) J J Z � m PROP J - - o LOT LOT I _ ml 126 Ow I� I LQT N I �� PROPOSED VAR. WIDTH ACSA AS _ PROPOSED'NO r ROPOSED'NO PARKING' SIGN (TYP.) — Q Q LOT �24 125 I `° wl I I I a31--- ( ry z J r MH-35 __ PROPOSED SANITARYSEWER(TYP. I �77 PARKING' TYP.) 3 UTILITY EASEMENT (TYP.) 123 wl X. RON 5 BAC MH- MH34h I ,-J SSIDESETBq PROPOSED STREET PROPOSED ENTRANCETO pA w f--f PROPOSED'NO PARKING' SIGN (TYP.) __ 36 r to _ IOI 25_M - I M = - _ - - L - a I - _ (TAP-) - =LL LL�—Bq� 11 3 ZP_E� ` SIGN (TYP.) FUTURE PRIVATE TRAVELWAY PROPOSED'NO III - - - S �° ROPOSED CG-az (TYP) PROPOSED 8" PLUG PARKING' SIGN (TYP.) PROPOSED CG-gD PR, I—L9 f )- - -I I PROPOSED CG-gD ENTRANCE (TYP.) - a ' 25' S MI FONT ETB_ ✓`, • P GN (TYP.) " ° PROPOSED FIRE HYDRANT ENTRANCE (TYP.) _ - - ^ z4 yh �sP 8 z = MBLY x6 TEE - - 20, ASSE w/8 OJ OSED'NO PARKING' SIGN (TYP.) _ i6' - - 3 ; j 1 zo CK 5 LL ^ PROPOSED 8"x8"TEE MH-z7 PROPOSED VDOT q, ROPOSED TOP - - zo' ZO MH-4z o+oo ROPOSED CG-22 (TYP) -T ---_ �4 PROPOSED'NO PARKING' SIGN (TYP" SI I " MH 30 P & - 8 G V STD. CG-6 (TYP.) F S - -T ..� �. ... m E (3) � � Q M } — - M M M ------ SIG E 4 z80. I N I ) PROPOSED PROPOSED 8" CL 52 DI WATER z0 i6' PROPOSED SPEED LIMIT SIGN (TYP.) +oo M t2 CG-zz (TYP) M �7+5° 5 z6+oo - m M o PQ io+ay.6o 3 ?s� d 5 ROPOSED 5' CONCRETE SIDEWALK U ao+oa PROPOSED 6' PLANTING STRIP Y F - y - 11 M 2 a — 2g+50.- __r_i .. '. '. e, , . •NQ 2 I— -�. M M M23+50. M 'M ��-M. 3.- f. CE --- M N PROPOSED v a zoa - I- - M T .. ASSEMBLY / x6 TEE SlG � PROPOSED FIRE HYDRANT W m 44 -w •. zy+5o o R - �+f � A w 8" � � z 'SPEED LIMIT 35, °'+ .. � �4+00 , z3+oo LE- z8o' SIGN TYP. rI + ry 9 PROPOSEDSPUBLIC R AD 49 R zz+go - ��M - .:' I ` - `. . " . • . w:9• (. • .)I I � a � 43 .. � \ PROPOSED'NO O >L 5 t PROPOSED'NO ro H a I 5 MIN.FRp o 5 al MH 43 _ S NTH - 3a'; + az' zz+o M SIGN (TYP.) LL.� 18 _ - - -- BARKING SIGN (TYP.) I : ETBAC ry 43' -- 43 _ MH z8 42- ' ' _ � I I LL • I LEI K 4z' 33' - � PARKING' PROPOSED STOP k M YP.Z PROPOSED VDOT1 Rd` • .Izd r .I _PROPOSED SWM FACILITY & F 1 PROPOSED SPEED 5 5 - S! -- - --- STD. CG-6 TYP. PROPOSED 8"x8 TEE I I a I 8 SIGN (TYP.) Q LLI V } (TYP.) I • V. II MAINTENANCE EASEMENT (TYP, LIMIT SIGN (TYP.) PROPOSED SPEED' Zaxso M i - I I e� I & (3) B G I p ti I ) , - - 1 MH z6 LLI LIMIT SIGN (TYP.) ` - PROPOSED'NO ,�I I PROPOSED SANITARY SEWER I PROPOSED 8 CL 52 DI WATERLINE_ MAX. O - - - - - - - - - - - - M c°. + 1 5 Y I ��II l ETB -_ N r- _ PROPOSED a ry I I I ACK I: rPROPOSED WATER a:_ --- PARKING SIGN (TYP.) -. IJ SERVICE LATERAL TYP.) • • • , - i) - - - 7MH-z-------- --'�•�`. `. ' ` ` / �.`.B CG-zz TYP NT J,-- 1 11,_ - I ¢ II ( I I 1 PROPOSED'NO I I - 9 SERVICE LATERAL TYP. o ( ) AX. p, - - - ) 2 R�__ PROPOSED zo ACSA Ilm LOT ' I I u n II PROPOSED SANITARY SEWER ( : • ` • ' I/ ??xo b9 (n 5 M F'' I I o o o f PARKING SIGN (TYP.) I �• . 0 1. Q LOT ^ • I PROPOSED NO -' . SETBACK' UTILITYEASEMENT(TYP.) w ^ I,' o LOT 1 f I f PROPOSED'NO. .' J. - I I I � I - I I LOT 1n I $ "� I I ] I I SERVICE LATERAL (TYP.) I � M ^ ^ I $ I 3 o LOT- PARKING' SIGN (TYP.) PROPOSED CG-gD / U� I I L u „III I i PARKING' SIGN (TYP.) " • ` • " / 4 �, o w 4 I I" LL• r� I I e - ENTRANCE (TYP.) , > ? R . PROPOSED WATER yl l 'LOT ^ II $ � PI I / B2 I � o LQT o I IPROPOSED 8"x8"TEE -- PROPOSED zo' ACSA � / ,- z$ , � 25 J LU Q 5 JI OPEN SPACE : II I 81 0 1 /" / / ' / SERVICE LATERAL (TYP.) - I PROPOSED WALL I I•LL . LL ( I I & (3) - 8" G.V. UTILITY EASEMENT (TYP.) /%!'p LLJ LOT 86 I I 1 1 / LOT 2 I m JI (MAX. HT.=6') C] $O o /" • / / tax N s - I I I II J LOT r _ s J II LOT 8 I I � I ' �_J, I� I LOT ° Y � LOT 0 LOT •'/••'. � / � a \ N � 7 J ---- _ J 79 I:I o u _ J I I 0.19 AC - ' I I l PROPOSED 20' ACSA /: oo v LOT oll li I I' J I ) $ Q 77 ^ 6 i... UTILITY EASEMENT TYP. / 4g. A Q ^ 88 Z/ PROPOSED WALL I I I - I 7 m 1-J 7 I _- — - I I I - • 75 I • � / 89 T MAINTENANCE EASEMENT _ I I w l 1 I I" : "`:.". `, '.." ' '�"+ `'. �/ / / , / - 1 L TI — _ - ; I J 1 ^I I I - J I �. . " LOT / / 7 / ry ' M O - \ I _ 1 c - - / IL j- / % 1 / PROPOSED'NO/ a ; Xw ? O - J o REAR 5� A� • . . ` zo REAR SETBACK o J I w. �. . ` . `LL". is '. 74 h l/ a / I I I r z r LL PROPOSED LOT LINE (TYP.) - - J,;I hI L ) I� .� . e l // / 'I / PARKING' SIGN (TYP.) 2' 42 .-A4 " y�_ �� - I �' '. __- - / /:/ �. LOT 2 - J / / / /• PROPOSED 8"x8"TEE J z _ 1343' _ z' 4i' `:' �` •• . .LL .` /r l rv/ : & (z) - 8" G.V. PROPOSED'NO ` i. • PROPOSED SWM FACILITY & ' ` PROPOSED 8" SANITARY SEWER (TYP.) PROPOSED WALL I %MAINTENANCE EASEMENT - - 46' z 44_ . ". (MAX. HT. = T) " ' ` 01 30, -�� . • Z � S �w / / / 72 PROPOSED WALL I I \ zoo' WPO BUFFER (TYP.) / / ro / / / 6 eF 31 I PROPOSED WALL / / (MAX. HT. = 6') PROPOSED UNDERGROUND STORMWATER MANAGEMENT I (MAX. HT. y') GRAPHIC SCALE - �• �.EXISTI.NG"CEMETERY . •' \ \ �/ �/ / //LQT // PROPOSED WATE FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WP0202000053) I \ \ SHALL BE UNDISTURBED • ` / / / SERVICE LATERAL (TYP. 'I 00000^�n� O� I \\30 0 15 30 60 120 PHASE II z�� ` ��`' �� ��\ / // 71 / LU o QO OO OO OO OO OO OO OO QO O �O OO I �O OO \ IN FEET V-'.OPEN SPACE •'�`� ' .� . \ / 20- / h°/LOT .yj.. qR / // p O O \\ 1 inch = 30 ) fL. Q I w `, (0.33 AC) ` \ RF�S / / / 7 OO �o Oo \ g v 00 w a In JOB NO. 182154 SCALE III = 30' SHEET NO. 6 / / 3/1G' STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2' DIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/B' DIA. HOLE FOR LOCK FINISH SURFACE "' NE OICU / 3' DIA. GALVANZED _ T , STEEL PIPE SLEEVE CPAINT ABOVE GROUND �i PORTION SAME AS POST) a CONCRETE FOOTNG 3/1G' STEEL PLATE WELDED TO 5LEEVE 12' NOTE DRILL A 13/1G' DIA, HOLE THRU BOTH THE POST AND 5LEEVE FOR PIN PLACEMENT. I 1 I \1 I � 1 1 I PROPOSED DEC ao'xa6' (TYP. \ EXISTING zo' SANITARY sl r1U:No. EXISTING 8" DI WATERLINEPROPOSED MILL & OVERLAY.SEE DETAIL ON SHEET u.- _- W CE = zR. LINS Z35791 �15/21 SIGHT DISTANCE 280 \ - + r / / REMOVE EXISTING PLUG & TIE-IN TO 1 EXISTING 8" DI WATERLINE STUBOUT �SSIO - - w,�.O Z I- Lu N'T � _ u ' U) ILu F \ - VW1 u \ £ ROPOSED 8" CL 52 DI WATERLINE C L TIE-IN EMERGENCY ACCESS ROAD TO EXISTING ° DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. 23 C EXISTING DRIVEWAY SHALL BE MILLED AND 1 OVERLAID WITH NEW PAVEMENT. + K_- ' Z o ¢ C C LOCATION OF REMOVABLE \ " I o£EXISTING SANITARY SEWER MANHOLE (MH-EX-az) n IM TO BE RAISED FROM TO _ O f CO BOLLARDS & KNOX BOX FOR 759.75 76o.z5 H L) U) r EMERGENCY ACCESS ROAD. EX. 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PROPOSED SANITARY CG-a2 (TYP)' -G a4' D15T LOT \ _�\ 111 \ ' 1 o w o N \ PROPOSED CONCRETE SIDEWALK v 1��; \ LOT 110 v \ PROPOSED 8"x6" REDUCER ' LOT log Q \ &>6"� PROPOSED & PLANTING STRIP : • PROPOSED'NO \ \ LOT 108 m PROPOSED WATER 16 pG to+z .go M \ \ 5 PARKING' SIGN (TYP.) LOT 10� ° ,y\ \ SERVICE LATERAL (TYP.) d 10+0o M o+oo PROPOSED FIRE LOT n 3 \ \ HYDRANT ASSEMBLY j \ 106O\ \ zo ro _ 12°°RMH 44 \ •..•'•-..•..�%' .``.:' :`\\-o\ LOT` 1O5 N RON-( M •-`"�`` ".. • e'\\� N p / 1 • . ` LOT \ \ \ 103 25 MAX a 6 z 104 EXISTING SANITARY SEWER MANHOLE \ PROPOSED CG D \ \ \ m PROPOSED CG-gD ENTRANCE (TYP.. \ PROPOSED SANITARY 14 J c e O PROPOSED 8" CL 52 (MH-EX-ao)TO REMAIN SEWER LATERAL (TYP.) ENTRANCE (TYP.), ` ` PROPOSED 6 CL 5z DI WATERLINE zo M \ + o. DI WATERLINE 44' �' ROPOSED A.R.V. f� \ cs ✓�� . 2/� P S KING zO M yi - PROPOSED SANITARY 1 � 13 %/ fy PRO O 'ED'NOPA GN ZToYP.)/ 32+00 „� �-`SEWERLATERAL " - PROPOSED WATER h' FRON zol 33 \ 1 Cfi R / _ M PROSIGN (T NOI N TIE -INTO EXISTING 8" PVC SANITARY SEWER MH 48 SERVICE LATERAL (TYP.) M S ; ;M\a CK \ '�� \ � \ WITH PROPOSED DOGHOUSE MANHOLE % ao SE18 16'' 31+5 44 ;PROPOSED WATER \ \ ( \ \ S ' \ ` 4' o SERVICE LATERAL (TYP.) PARKINGYP.) \ `. '•, :. `. ` 1 - PROPOSED CG- D \ z LOT ,; M 102 PROPOSED 6" CL 5z DI WATERLINE M 33+pO \ ( TYP LOT g 89 �i . � \ RO ENTRANCE .) `\ r \ LL Cs asR M o T S No 9 N J \ E O jBPCK \ R PO ED' LOT \ - O �.� M ro N +50 5E PARKING' SIGN (TYP.) I / 0 3 r 6� - 3 \ • " .• •��.`tr \�'/ ��\\ LOT \\ \( OPEN SPACE.'.`- � ., , • " .. , .• , ;r . • . •" . .. • . 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' • ` • ' . - . ' MANAGEMENT FACILITY B - • - ` PROPOSED zo ACSA - -, - . • . ` ' .• i � 1 - 1 �L9 '' ` \ � - " • (M T. - 6'). `,•.'"e.y" \ \ LOT \ ,\ \\ 1 J fV J ,SEE VSMP PLAN FOR DETAILS' " ;.:y , ; / UTILITY EASEMENT (TYP.) . 0 1, 44 :- 9 �J o. (wPO2o2oo005) .1` \ �ti4. - LOT \ \ � � -OPEN SPACE LLJ � v3 1 H Q 99 _ 1 •j'lw ` — 1 y • - - - II PROPOSED WALL i (0.26 AC) Oo U Q I 1 TLL CZ MAINTENANCE EMENT 0 O \ C S �- S PROPOSED LOT LINE O O 1 / O 0 \ / o O w \ - - - - PR P ALL 'I• ' - - O OSED W o ---- - - ul \ \LL _ z \ MAX. . - 0 1 ` f HT 6' 0 O ei 3 O O \ ►\ \ \ :y'`/ S \ 1',-' PROPOSED SWMFACILITY& OO �.�/ J aoo' WPO BUFFER7 \ 0. OO \ `\ \ \ / ' / './' ". ` MAINTENANCE EASEMENT 00 � 1••► D �\ \ \\ \\ S �/ MH-EX-g PROPOSED MAINTENANCE EASEM N& \\\ /� 0 0 O O O O 0 o0J\ O 0 LW \J O 0 0 0 \ \\ \\ \\ :. . ` / aoo-YEAR FLOODPLAI \ 0 D D \ \ z / 0 \CC,\ \\ / \/ /TIE-IN TO EXISTING MANHOLE (MH-EX-9) / / / / / O 0 0 0 0 Goo D - - - - / - // // 000 Q0 O O J LLJ W \ / C) / / 0 Oo OO 0 - _ 0 0 0 0O O \ � � / / PROPOSED TRAIL EASEMENT 0 0 0 0 \\ / S� / 00��- - - - - - - - - — _ OQOo 000 000 oCS0 00000000000 0�\ // D.B. PG. 000(a J Q 12 �O \,/ / / / 0 PROJECTBOUNDARY(TYP.) - _ \ OOO� / OO 00 O 0 GRAPHIC SCALE D \\ / /' / Q 0 (D / / 'EXISTING STIR EA / - _ - _ //- 0 0 0 0 900 O ODO 30 0 15 30 60 120 O \D0o \ S / l _// o� O ®®0��000 \\\ \/ \ 00000 OOo ® 04 O �0 \� QDOO 0 O n 0 0� / /--- QO QOOO� --- ( IN FEETi� 00\ 0\ \\�\ _\O0o (D_0 O OO / -�� / \�-- ---- �_- 1 inch = 30 ft. ��.--------- 1 DOD / \\\\ _ \\\------------ w w 000 DDOD /--___—` /// a Ln 0O0 OO - - - �� / OO JOB NO. �0 DOOO0000000000 QO OOOO ` �0�0�00000 00000 OO O D \ s ODDOo0o0O0 Oo OO A — — — — — — — — — — — A D000000 OO OoQ0000000000000000O0QOOo ODO00000 0�0�00000�000 00 0 0 DOOOo DOS 0 VVolUO00OOOO000OpOO��000000000pp0� a - list G R-74z.i7 - I F E 74z.831 / ", / \ / / PROPOSED zo' PUBLIC �I %� DRAINAGE EASEMENT I M- 1 J 180 G R 741 50 I F E=74z.i7 „� 3 / pp 1 / / MCCOMB STRE ' °r LOT J PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN - ` - - - - 2 PROPOSED DRAINAGE SYSTEM 1 / J I I ET / O Z 56' PU 1SCOTT R. LINS Z \ \ D;g, QLICSTREET 1 G R=74p.�3 SYSTEM w/io' PRIVATE EASEMENT (TYP.) U o. 3579 179 F - i:5p 7° l . � i • ' � \ \ ` / / / z5 � PROJECT BOUNDARY (TYP. I YD-26 -1- o \ / z4 \ 1�34 ' \ \ 111 2/15/21 �4 LOT} / \ PHASE III /' ' R=740.37 % \ \ () F 8 7i "� �� \ FUTUREz3 / kx i ►��{ 3 ROPOSED DRAINAGE SYSTEM V A / LOT / I I G R_39150 3 \ \ \ \ PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / AQ� A �/ / / e - - - - - \ 'PROPOSED zo' PUBLIC \ SYSTEM w/io' PRIVATE EASEMENT (TYPJ 2 7 Q YP z yo i i DRAINAGE EASEMENT S . \SLOPES STEEPER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX \ / xh� O / ) 1' \ M\F/ . / - - w - `" • . k . / 3 / / 5 3 \ \ \ WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 1' yy! P v ° ;'GAR=733.5 -736 \ i6B - - - - 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) ! 5ti / / / PROPII/ FFSE- 3>L7 �� e e� p MT33 3OT an <OSED zo'PUBLIC CAR=73z. 4 M DRAINAGE EASEMENT - - - - - v v F FFE=7335 58 / / c�3� ti p. �S � \ 8 SMT=723.67 e/ - 1 p0. 11`�pO ei' Z J H ._.-.-L__o l`�."" M.- M �� PROPOSED ° -"-..- / _ LOT ( -•._,� - LSD. 1-e o +� � "." - � " •� • '� � :; � x �' - � GAR-73z.i / - - / / � � Mai e � 0 6 \.." DRAINAGE EASEMENT y 5oM- + o ., +oo 3 z3+oo v - =73 3 59 PROPOSED is HDPE YARD DRAIN SYSTEM M �,�-M 11 5 4 A STON STR T 1-_ i j FFE- 2.s i2+oo� LOT O SMT= z .00 �� - w/io'PRIVATEEASEMENI kIYP.) .- ;/ v c 7 3 / A /, - - -o- - j 14 � w m � --_ - - T ; v - /� ---- 6 p 7.zz+p i8 v 73�5 LO �titi OT- o , .00 zz. GAR=720.33 ' �_� �""l o z 33 / FFE=7zi.00 / \ LO j .. 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"�. / FFE=735.00 / / 53 � / 2 v zL / ? / G t 6 7 I� �Z'�'." /74 1- - t �< � � � i BSMT=7z5�17 /_ / � i \ ��L Q / I - W", %. " " / / / xoo / / . / LOT FFE ,7 5337 -- \ •\ e / LOT \ i Yq 1 �o _ _ � � 726 I - 2'; ,2 - • '. d' �'. - ' /A_R=7323 �" - / /'' �, ti - 5-z - . ° h 1 / I / / / -r J �'• '. / . L 73 / " / ` / ^ =7 5 \ �r0 v LOT / /l I / \ LOT --- - / FF G i °i�' $SMT= 3. / (/� /� LOT FFE= 5 67 �� 28 / / I 18 N .. /• / /Lu G' ; i/'I_-z= .� �, • /// -. / ,30 R I ^ �19x3.33\ Q (�� S 1 L7z / \ o - \i GAR-71 / N =73p,' � I� FFE=73, 03/ / /� ��18' // SE I // / / LOT N .. T BS .83/v v �o. g -------ioo'WPOBUFFER(TYP.BAR 6. / /^\_\ 19 / 813 - � �' --- -- � \ -� - � •` •"." .•._� '�"� �- � 7 s . . y - - -`' '_ e' e - _ - - - � - -,� \ - � - - _ '"J ".•".% i. , ,-".�" �- -� - / � L9 30 LOT� /\2v1 0 E-7z3 v \/ C�h B � LOT ®�/Qo0°Q�Oo0o0O0O000O0O0o�o v �'/ /i LOT /j // vv , \ / / / �/ \ \ LOT / / 22 \ \ N 6g LOT v / nn \32 Cei > V D O \ OHO OO OO OO OO OO QO ioo' WPO BUFFER (TYP.) - j �zo / 5 �7 i 4 a �8,! \ \ / / / LOT 23 \ \\ 1 Ch z - e - _ OOOOOQO //--®�-----' ioo-YEAR FLOODPLAIN(TYP.) / n\ / l\ //1�/I \i xpp 9�s 24 \ \ I / v _ _ o LOT / v - \ -I _ _ r O(00OoOoQOOOOo OoOo/ q / OO I P OPOSED�DRAINAGE SYSTE �i �tih o° ro1 ��s AS _ / / \ y L O ROJECT BOUNDARY (TYP.) QO O / O �Co)�fnn� Oo��. \ / / SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX &Q WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF v v v 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)) A / // LOT 1° g o iPROPOSED zi PUBLIC 5 \ 1 / 67 DRAINAGE EASEMENT_ DRAINAGE DESCRIPTIONS _ .'.'• �� v //� ti 0 V \ v - - - - - - - PIPE INFORMATION LU INLET INFORMATION S �\ V C��QF' 41 STIRNODIALENGTH' SLOPE INVERT INVERT / �V W . . . V V �/�� i �� 1 z \ ° MATERIAL INLET TYPE Curb SLOT RIM ';� J / (in.) (ft.) (k) IN OUT Type LENGTH ELEVATION \ �v / /� LOT - - 16A 15 28.28 0.81% 727.50 727.27 RCP DI36 CG-6 6 735.50 \ LU V A A 4 66 /� �� �� \ \ �° V �� v �� v - _ 18 DI38 CG-6 10 735.42 V A \ !� �i �y �° y1 ' / 1%t! ,/� / LU EXISTING STREAM v 15 1s 1oa.11 1.03% 727.1714 7zs.10 RCP v v 0v v v�� /L9 I- I \ V A VAS 13 15 90.62 1.74°k 726.00 724.42 RCP DI3B CG-6 6 734.00 \ \ \ \ \ \ V , / / LOT �� �Jp ` _ - O \ O 0 �� O QO 12 ° DI38 CG-6 8 730.42 I \ \ '\/ 5 \ 0 O QO �i O 11 24 93.89 1.68 /0 719.58 718.00 RCP \� 10 DI3B CG-610 723.58 / / / A \ .� •� � . �.A °`„ I V J / 9 24 93.37 1.79% 711.50 709.83 RCP _ _ \ / .' \" • / 1 Q \ 8 DI3B CG-6 10 715.58 / LL �, • " -�, r - - _ _ 7 24 12.54 1.99% 708.00 707.75 RCP �` e .\ \ - Y \\ _----06 -- __ � /\ \ /"QO 4 MH 713.00 O \\ / / \\ •"� . .\" "� \ \ 4 \ O 7 7 \ - - _ i \ \ \ / 3 24 133.85 2.29% 707.00 703.93 RCP \ O `\� JI / \ \ `.� . `\ •' -� \ ` \ \ \ '' : » \ \ LOT i` z z \ i \ \ 2 M H - - 705.50 / 1 24 46.37 1.79h 703.83 703.00 RCP O LOT UJ ° � � O � PROPOSED SWM FACILITY & . \ "• .� / \ � Q 5 Cn W \ M%INTENANCE EASEMENT \ 1�.`'\ \4e .� O U/ in 8B DI-3B CG-6 10 715.33 - - \ \ 0\ \ \ \ p \ 8A 15 28.04 0.82% 708.33 708.10 RCP 1� i w V PROPOSED UNDERGROUND STORMWATER MANAGEMENT �p`. `J FACILITY'D' -SEE VSMP PLAN FOR DETAILS (WP0202000053) 2s DI38 CG-6 12 73a.2s / \ \ \ �'� \ \ \ . • �. • � � . . "" . ":. C. •\\ \ � I I / '� \ \ \ ' e � � Cn 25 15 29.74 0.50% 727.17 727.02 RCP \ - • \, - •\ • \ \ I / \ \ i e e _7s 24 M H - - 734.25 \ \ \ u". a •. I l \ \ ` i i i i ' / \ \ 23 15 27.74 0.87% 726.92 726.68 RCP \ \ \0 22 DI3B CG-6 8 731.92 \ \\\ \ \\ ���\ �O \\ \\ �_i /\ /\ ` /• ,,• • •"`•"�'.�`� "\`•�. " `".-- • . - "•``� \ \j• ° II I I J w 21 15 147.12 2.77% 726.58 722.50 RCP 20 DI3B CG-6 8 728.42 J 19 18 22.32 1.03% 721.08 720.85 RCP PROPOSEDSWM FACILITY& 18 DI- - 729.00 � • i, t I I I I I� �\ � i -� V MAINTENANCE EASEMENT / \' 17 18 20.90 0.72% 720.75 720.60 RCP \ \ \ \ I I 1 u Q0 � /"`(/. �" . I I ®�--�� ` e e "® O \\ 12B DI38 CG-6 10 730.58 \ \ \ I I 1 1 O 1 ` •�. "'i.`� 1 ` - - ' \ \i > `�. C) \ \ 12A 18 27.78 0.90% 720.50 720.25 RCP . v v v v 206 DI-36 CG-6 8 728.50 SEE VSMP PLAN (WP0202000053)� 20A 15 27.68 1.16% 721.50 721.18 RCP `� / / // FOR SOWM OUTFALL DESIGN 1` I I I ) I O • \ \ v W -- /NOTE: VDOa' T WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE _ I 19 o w YD-1B 12" Yard Drain - - 717.00 t - ��-_ I I C _ _ EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. I I 1 W a Ln APHIC sCA \\\ \\ 12 65.80 4.06% 714.00 711.33 HDPE r Do 1 JOB NO. _ A YD-1A 12" Yard Drain 714.33 V / 30 0 30 60 _720 \ 12 47.80 2.09% 711.33 710.33 HDPE / YD-1 12" Yard Drain - - 713.33 \ 12 41.30 2.01% 710.33 709.50 HDPE Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 3 1 24 1 8.6 1 21.0 21 ) \ \ V A \ V 1 I ( W FEET 0 \\ V A v- vo- -� \ I I I I O Z I I / (� � SHEET NO. 1 inch = 30 ft. \ \ / \\ V �1 \ VA VA vv \ v / �v v� I/' I I I �� I I °� 8 \ \ \ I - 0 U 0 0 U 0 0 a; /SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX 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 i 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) / EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. PROPOSED "YARD DRAIN SYSTEM 22 _ w/ 2o' PRIVATE EASEMENT (TYP.) / _ _ - - - - O SCOTT R. CbLLINS Z ROJECT BOUNDARY (TYP.) - - - ---- -- No. 35791 � . " v w"` ` vv LL " B ewLL w w w w T - w / ---- ---- _ // �� 2/15/21 `�6iLL `._ - _ - - 7 758_ - w w w - w W - -� U��kS O LL` O ��' ` i3 4D / - - �\ Y `. `. ' 75 / / �L YD- C --- , , 756.0 �� `- � / � 1 1 I-- I 16��`. • . /`. 7 754• . i< 7 0 � - 66 LOT LOT PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN ;75.2 6B 75 J LOT 1 1 15z SYSTEM w/ io' PRIVATE EASEMENT (TYP.) i 4 \ LOT T � OT 148 T4c9 nc may mzo g. ` .`68B _ - - - _ _ ---- --� 1 TG� vJi.J I.-".•• •`"7S. 4.'`.e �M� 47 �J ,�tl� ` ". • •"`" `•. '✓"` ter.." ''M M M M ----- / -�-M �0 \'. �_ n c m A a A �� MCCOM.B STRff M M M M M6� PROPOSED WALL LOT n v J ° v v �- o=n� _--/_ M ^M 6' PVBL ST{�EE u 146 �\� n z' U u J J ° ° M m 1 z +oo, PUBLICSTREET / --F - D.B ICSrR F MAINTENANCE EASEMENT �o �, , J .° __ _ ° 5 - zz+5o $z EET 1 / LOT 145 T v m • m .o 0 0 / + 25+5 / 15z4+5o z + $3+00 34, PG zo> / `u 1 T c /m �J J _ ° - i a - - i o 'I / M - of 4 00 3 23+So - zz+ LOT 44 n' a„ o m o I +o, 'y z LOT c m o . J �s 26 h / '. c I 143 T v „ YD 4 i o �- i / I ^ L e / _�•=- 0 764 TW LOT 142 -� � m � $', � � i o - ,- -! +5° 68 .- .. _, 76oBW 11 m�A �� °� o,,,,-oo� _ m. 26-�52 - ---- - - --_ _EX-3z I _ - - -- __--- LOT T�' _ ------ --- ------ -- 7-`aD ..\\� ,w a PROPOSED WALL �40 m - - - - - - - - - - - V/ MAX. HT. _ G* P �, U ' M - - �� 66 f DRAINAGE DESCRIPTIONS H I ?� �� O o� \'" 48B •. - M z7 / \ - PIPE INFORMATION INLET INFORMATION C ( 4) � • - - ,- ro +o \ PROPOSED zo' PUBLIC (_ � � ¢ c y `T�p ,"--( \� = �"� M E _ - I �^ ✓ DRAINAGE EASEMENT - STR. NO. DIA. LENGTH` SLOPE INVERT INVERT Curb SLOT RIM 1 \ � / LAN -- -�� ✓ � • � / o MATERIAL INLET TYPE � f PROPOSED 8 HDPE ROOF/FOUNDATION DRAIN I � o w ° � M CLING + p (in.) (e.) (�) IN OUT Type LENGTH ELEVATION V co / PUB 5 - ro 36B DI-3B CGE 10 745.08 H SYSTEMw/io'PRIVATEEASEMENT(TYP.) .o o ` M FREE 27 5 tk / w r - 62\ I _ - O 2g+po - PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 3sA 1s 33.2a 1.20°� 73a.00 737so RCP � o Q 7 TW I/ / . i { o T G� SYSTEM w/ zo' PRIVATE EASEMENT (TYP.) 36 DI-3B CG-6 8 744.75 z L � 76o BW i "� E / / / j'/ � - 12g}CTO - < - o - --- T G� m ' 35 15 162.53 4.25% 73T50 730.60 RCP I u �/ 34B DI-3B CG8 6 737.42 > 1 EXISTING 3.2" CMP N m / w U CULVERT TO REMAIN // +po o \ ' - T c m _ \ 334 15 33.57 1.19% 73oso 730.10 RCP 1, , u 6B �5 > y/ _// G� m °Ji+ �:• N 6` O wI _3 / 34 DI-38 CG8 10 737.33 IW a - - M t� /� _ W Y 20 J J ° LOT '. °p / 33 18 36.83 0.62% 730.00 729.77 RCP Ce a I _ , _ 4 2g � � � - 6 PROPOSED DRAIN GE hI: ° '< LOT LOT 1 / O 75- -n _'' Y, - u p m J ,.� 54 53 M�15° 32A DI-3B CGE 10 738.25 c = _ - 4 j� z9 44 47 1 mR me J��J LOT 55 : 1 -- 1 ° r 32A 2a z7.72 osa°r° 72ss7 7zs.sz RCP c 1 T n T +5 � - "� � � � 1 / 32 DI-3B CGE 10 738.25 p _ - - M 6A CLING LANE - LOT �� J ` J LOT 156 - �•`I rX 50' PUBLIC RIW v 30+00 + a r GF\R 756 p 163 J m J LOT 157 31 24 174.39 0.52% 729.42 728.52 RCP 177 30 DI 3B CGE 8 744.75 0 f J o' LOT LOT 1 8 I { z \ zs za az57 s.ea°ro 72aaz 72aoo RCP 32+00 3°+ ° y 757 / l 1 0 5 n1 M - - - / 748 - - 28 MH 746.58 GQR LOT 1 1 `� LOT LOT ' 160 159 m / - - -- 27 24 11.31 1.50% 727.00 726.83 RCP 765� j 16 1 / { 162 161 � �__ -� YD-zE / " / __ ---- - h 75 4 38 _ - - - - - 46 - 1 1 _ i - __-- I - - / •. / N 37 15 29.70 1.08% 730.92 730.1 RCP ' °.. \ \ LOT DI- 1 735.33 V _ _ PHASE III LOT GA =751 fi7 /o AR=755. 7 [� _ - - 75 _ �" ` ` EXISTINGzz"CMP F =757 3 F E_ i65 - - (FUTURE) CULVERTEXISTING REMAIN / �39 $ ° E 7 S "%� / ✓ - - - 45 15 58.26 1.72% 751.00 750.00 RCP MH 7szsz a 1 LOT / 6 0o t�� ` •``LL 368 - - MH 756.00 N .. / G=756-�p o u- N 1 AR=754. �O -r • ` 75� ` 'YD-2D i -1' - - - 43 18 111.16 3.66% 747.17 743.10 RCP w N / 1 8 F=756.6j 4 =755 r 166 _ _ - �. / / - 42 DI-3B CGE 10 750.92 p 6�' j _ F I1 1 / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 3° PROPOSED 8"HDPE ROO/F FOUNDATION DRAIN'. • 'r `- " y% • l } / ° N / / LOT 36 ---- a1 18 100 34 3 14 /0 743 00 739 85 RCP 6 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) / fiA 40B DI-3B CG-s 8 747.50 SYSTEM w/>_o' PRIVATE EASEMENT (TYP.) 1 FFE= -I LOT \• �t i84 G R 766.7 -� 37 , 7', 5%1 , , �•, AR-753 7 1 y . `" • • / 8 .• / / __ 40A 24 27.69 1.16°h 739.75 739.43 RCP LOT GAR- 1 / 1 75533 `� : ` , �Z°Io Y <• , • `" `{o, / E 74 �_ -_ o - / 40 DI CGE 8 747.50 F 16 YD-2C- / LOT rryi �/ / / / 39 24 54.76 1.52% 739.33 738.50 RCP w o ( 183 G R Z PROPOSED zYD-D 2" YARD DRAIN SYSTEM 3 -00 LOT GAR o/a, o \ PROPOSED 1z' YARD DRAIN SYSTEM `" 744• / ✓ - - 48B DI-3C CG_6 10 755.25 f�FE I ( 1 136 FFE- oo '' 4z " v 4'J - 1 w/ io' PRIVATE EASEMENT (TYP.) / F E-745 Sq g��� / / - _ - - - - , \ aaA 15 34.70 0.69% 7aa17 747.93 RCP O w w/2o PRIVATE EASEMENT (TYP.) 75333 w / I -754 4 + YD-zG ) z. o I LOT - - / I _ .• LL e - - I'. / 48 DI-3C CG8 10 755.25 r Q-tn LLI// PROJECTBIOUNDARY(TYP. - - _ T GAR-751. }LOT 74 $3"`, `"`." ". 6 .� `'_�� ` I k 182 G ER=743? / / /' / \ 47 18 s9.52 0.56% 747.83 747.27 RCP 2 II / AI UJI/ / / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 7 �_ _____- I , . ,. % F-E-751.8 16g - / v v ash Dw 7sz7s wj _ n 744 7, SYSTEM w/ 2o' PRIVATE EASEMENT (TYP.)7--' I' I LOT f y / / (-- • 46A 1s 33.59 1.49% 751.75 7st25 RCP 0) PROPOSED iz" YARD DRAIN SYSTEM I III LOT GAR=751.67 00 150 -1 ll 1 . 1 II 181 GAR=74z.>7" - p' y - -Afo N I 6/ 3 W 748 1•` YD2F. `.``., ,. •`. �. II / ✓ w/ io'PRIVATE EASEMENT (TYP.) III 135 FFE=7533 zI7 CULVERT-1 Es-1 7sa.33 / / YD-3C �, r dI I LOT - 3 / \ 15 16.38 12.21% 756.00 754.00 RCP CY z YD-jE / - ✓✓ / / / , / / 0! 7 LOT 180 A= / \ 52B DI-313 CG-6 10 755.1t Q❑0 FEE=742.17 7.63 0.83% 748.25 748.02 RCP J YD-3F .0744-33 52 1 -13-6 10 755.17 Lj C) Ila_ - / PROPOSED 8 HDPE ROOF/FOUNDATION DRAIN o /- - - " i 79 G�,R=740.$3 7/ _ / ` \ \ 51 15 163.33 2.71% 747.92 743.50 RCP FI- 75 33 7 1 3 PROPOSED 12" YARD DRAIN SYSTEM 1 74 5 0 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) N Q 75 z yV ( ) .. / / \ 50 DI CGE 10 74s.00 ER- i oo LOT I / io PRI I I^ YD zB FFE i. o o / / \ as 1s sa.1s tee°i° 7ata2 7ao.2s RCP LOT VATE EASEMENT TYP. �I M LOT LOT I I I' o // V Q Q - 756 _ / LOT 170 �71 �72 LOT LOT LOT I I �`I I LOT/ �� / \ 50B DI-3B CGE 8 749.00 > Q I _ _ LOT I GAR-74967 n i-a3 �- p 173 �74 175 LOT I 1]� 74 /7 r/ - ? ` • /� \ 50A 15 27.66 0.83°h 741.75 741.52 RCP LL I \ LOT LOT 132 FFE-75o.33 7/�_ I II v� m o I Q_3.- <C/ W Z I I LQT 129 130 YD 36 33 OPOSED D - / / ----- __ - r, a r; o 749 I� �° I I J R DRAINAGE V A J _ o � � � � � � ' � � � m I /: / / V � Y0.2E 12" YaM Drein 746.00 LOT LOT I E- 5 _ t .t 1 6 : I G ' '. �/ / V 12 20.30 4.93% 742.00 741.00 HDPE J - J LOT ILO I 2� £1 -*, m m p k 00 0 0 4p C7LL Q Q w a �^ a r, w I N I R- o- 1z n Gs m 7 m A J p `I LOTF 749 7 /ul ¢ -- �_LL ° _'-2 w w ^ w I I 177 F -7 o9i5 7 3 J / - - / \ YD-2D 12" Cleanout 745.25 LY7T- 12 124 5 J A ➢ r ,`^„ w ;;-- �n YD- -- _- -._ - t. o L_� i'' --�` -- 1a7-LL -Q w I • -- --`74_ / _ {o _ 7 - '�C! Ni \ 12 44.65 6.72% 741.00 738.00 HDPE u _ 123 04 u J w o �II 131 3 4 / n i� _ T �,'„ m � b - - - / / 38 \ \ Y0.2C 12" Yard Drain 742.00 H_l L U ;O :I w ----- ° YD-jA : - - - - I --- _- - _ -- - __ - - - 65/0 738.00 735.50 HDPE J A I, ° ^ ° - _ o -1 - 4 r ; I - - - L - t h_ =- -, YD 2 / - 1/ / - PROPOSED zp' PUBLIC \ \ YD-2B 15" Yard Drain 739.00 112 68.50 3. u J J v o �;, - - _ - _-�•- 1 . + /DRAINAGE EASEMENT � J J W JL � - _ �n - _ __ __1 12 J in I ` _ - __ - �� �• ` ` 9 ' ,.3 YD-zA 55.90 0.89°h 735.50 735.00 HDPE LU < 2 VaM O J � W J t. - o `-'- 4� `r -- �. .> • - �• - - S I} Drein - - 738.50 J N i s I w _ ✓ \ .. 12 60.30 1.66% 735.00 734.00 HDPE w PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN, _1 YD 2 12 Yard Drain 736.00 Q , N `- o M SYSTEM w/ io PRIVATE EASEMENT (TYP.) 6 ° 34 I 34$ / -73 \ \ 16B \� - - - - 12 31.50 tss°k 734.00 733.50 HDPE Q ,a SYSTEM w/ 3.o' PRIVATE EASEMENT (TYP.) M oA +' o 6 \ f \ - / 1 27+00 N / ^N` -26+Sp \ 30 - . M / i I t :. . ,... \ \ -0 YD-2H 12" VaM Drein - - 753.83 U z6+ - PROPOSED zo PUBLI ° _ --. o0.' - - - - 12 70.40 6.39 /0 749.83 745.33 HDPE - 5�,28+0° M 8 DRAINAGE EASEMENT - co 52g -I � ,. ,,12" Vard Drain 7as.a3 Y � 28+5° \ __ :• t a -•,1 .06 rv23+50` rtn M .,y� ��_ 3. - 12 36.00 13.89% 745.33 740.33 HDPE LU M - %� +00 -- / " - - •„� `... .: ..'•.. .�// 2 + � �-O r�,� - 1 M�-�f Y0.2F 12"YaM Drein 744.33 7 7 29 --- ____ _� - _ _-.. - _ _ 'S° _ '<� . ' " LL „ • �- - 4 $o - ri 36 \ - 2 +O 12 84.85 5.69°h 740.33 735.50 HDPE Z Z _=PROPOSED 6' WIDE rf - - / z4+oo A PUBLOI N REE 1 \ .. 3 ° \ zz+So - �_ _1�M W / 9 " • PROPOSED DRAINAGE SYSTEMI ', ` 00�`, REVERSE SLOPE•" " • '. ` , - / ----_ I /I R �� I � - , ,:..... , ', , / .�: +',' - � � 2 YD4C 12" YaM Drain 756.00 � W -- M / DRAINAGE BENCH. ` `LL `"` I - - - - z+po 12 ss.2o o.77°i° 7s2.00 7stso HDPE Ul Q `.. :: /. � _5__ o ', �'H -', � LL . 6 '• , • � PROPOSED SWM FACILITY & __ ,, I __ _I- hv. ___. __ .P -- -- 32 �� YD-4B 12"YaM Drein - - 756.00 -- - 1iA 1 • "` "I --M - CEE I :I� O \-- ,••S 'p16 •' 12 28.50 0.60% 751.50 751.33 HDPE o _ I � I -MAINTENANCE ASEMENT I I � - - i GAR=751.00 1 1 `. `�• `• `. ' t " {fGAR=744 7' - - o o / - \ YDAA 12" Cleanout 756.67 LU )tf1 1 �E74 3I - 1 �_� I f� i FE=751.67 m - I 00 fFE=745 I - 12 68.60 0.96% 751.33 750.67 HDPE LL t_l - 1 II FFE=753. 8 1 �B-SMT=74i.83 ', - / 740 B p 7 z GAR T43. - --- GAR 754�17 �I 7% - >' " I I , - I � T= -' z 1 I j / I `. • , • `. ) • � FFE 744 0 , I R=741. o _ I , , I I � n • , '� < // � YD 4 12" Cleanout 756.17 � Z r I I 6 I FFE-754 $3 75z 743 5 38 LOT 74p - - - 1 I-- I ---- - \ • ` '1 " ` // , ,o\ 12 18.65 0.91°h 750.67 750.50 HDPE (%) /� I GAR=755 7 I 1 -1 LOT - L'OT 35.75 736 •. " I B = 417II I FE-74z: }- _ - I R= a.00 A" LL < GAR= 1 FFE=7 6. _J / 1=BSMT=745.po /I I oo - 8z - 1�? 74 738 = I = I GAR 6 l`' " ' I , T_5 I BSM GAR 738.67 AGAR I GAR 737 33\ I 7 7 I U) 1 I FFE= 8.0o BSMT=746.50 _ 1 84 II 1; z i LOT FFE 740.67 = 737 7 FFE I. I " ' /- YDAE 12"YaM Drain 757.00 -758.67 75 I 8 PROPOSED SWM FACILITY& y 6`r <`" f 7 6 1 BSMT= o.8 I I -739 33 6 = 8 FFE-738. 0 736 737 3 I: " 1z sa.ao t71°io 7s3.00 7sz.00 HDPE 6 T-748.1 - 7 { I 3 81 7 4 II BSMT= z 73 ` � Q =75933 7� I I LOT 61 5 �'' MAINTENANCE EASEMENT ' '7 YD-5A + r II II . LOT I 73 3 7 9�591 I BS�-- z8. of-7Z8.i71=727.50 .',�I',�" /. • •. `i � � � W . ` I ,I''. - � LLw .) ", 1` =. - <... t` ..' f II � I. .,..$p I LOT '' I I I / 7 $.. / \ .` .`LL. .V •. 1 YD4D 12"YaM Drain 756.00 w 4T= PROPOSED WALL f / LL i I. \ I, f " 7 z I I I I / LL . `1 -I- ` y' % GA 1z ----- z.... 7sz.00 751.33 HDPE LOy 87 1 j1 (MAX. HT. = 6')' s _ J �'' 73o L PROPOSED iz YARD DRAIN SYSTEM 79 LOT /LOT j LOT LOT / `. 6; J I JJI J / r 8 I YD- w/io PRIVATEEASEMENT(TYP.) Ii I 1 77 \ I\ 749 So 88 73 5 1 I i L I I' 7$ � o PROPOSED WALL ' t_ - - - _� - `: ``.72 fi` `. ` - >J I � I- - -J I i I 73o I / 'I h � 76 \ i ` 75 - \ , " `� ,`. `. ` `. ` .. . ` i. •• , / BS'ti1T=7z Y0.3D 12" Yard Drain 752.00 �QI� LOT 75� I:I II__._____ MAIN 1. / ° • C-102 - - :I - I-� I _ I I I '� I I / / \ 728 ` `� • `.. `• .. „t . / 12 48.80 4.10% 748.00 746.00 HDPE V 89 �I ( --PENANCE EASEMENT `1�2_ / 736 / / TWa ,„ 734 PROPOSED WALL I I LOT /� / / / 733 l . --- J / I� j J \' •. ` +/' ` ` _ Y0.3C 12" YaM Drain - - 750.00 2p \� MAINTENANCE EASEMENT L i� I I / f PHASE -- / i 7z5 TW-7276W 7 ` >oe\ p w. i . "`l\. ` `. ` ` �• / 7 ® O 744 / 732 73 L _ - - _. I � - � - , ' ^ • . � • ", / 4 Y0.3B 12 50.00 2.34°k 746.00 744.83 HDPE 12" Yard Drain - - 746.33 N / / 7186W • ,� _ / - - _ ` i 12 24.00 2.42°h 744.83 744.25 HDPE i _ / 734 /. �\ _ 7z6 / LL . �.+ 728 - - - -� - - - - -\ - YD-3A 12" Cleanout - - 749.00 12 49.55 1.51% 744.25 743.50 HDPE 7 \ PROPOSED WALL `" ` `. ' T - / / - _ L /� \ - - Imo' / Y0.3 12" Cleanout748.75 PROPOSED WALL \ \ \ (MAX. HT. - - - - - - - - /_,.`z ✓ 720 _ - `_ \ 12 19.90 2.51% 743.50 743.00 HDPE 30 (MAX. HT. = 7�) / \ \ - _ -� \".� S J�ROPOSED�W4ALL / / �ti� / r i I SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX / " � � � ��� � - - YD-3G 12" YaM Drain 757.00 'w-, w/ PROPOSED UNDERGROUND STORMWATER MANAGEMENT 1� WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF - - / - O w (MAX. HT. = 6') - /� / \ �' "� • ` 12 82.15 4.87% 753.00 749.00 HDPE 2 - - - FACILITY'C' -SEE VSMP PLAN FOR DETAILS I \ 6o LBS. PER ACRE, OR:L LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) - / / / - r Y0.3F 12" Yard Drain 753.00 a U1 (WP0202000053) / - ioo' WPO BUFFER (TYP.) - - - - LL� _'Y ° JOB NO. \\ - -�- -_--------- / __ 00 GRAPHIC SCALE -\ QS' 12 67.35 1.48h 749.00 748.00 HDPE •` -_-�- _��' ----/ / / (0�0�-QO� \• \ \ / -- / �� "`�..= ,.'•,'_r, _-:•.� YD-3E 1s"Yard Drein - - 752.00 182154 i 30 / 0 / V 5 30 / 60 / ` - 120 _ / - - - - - - - � I /Q0 QO � - �z0 \PROPOSED SWM FACILITY &� / / _ - - - - - w \ - - 12 52.75 3.7s°� 748.00 746.00 HDPE _o (0 O SEE VSMP PLAN (WPOzoz000053) \ \ / / w SCALE / ✓ - / / - � ( �O �O QO (O ( QO 0 QO Q i O----1?� O� FOR SWM OUTFALL DESIGN DO \ - - - \ MAINTENANCE EASEMENT _ - - - / U - _ - - - - _ u i 0 - \� _� _ / / - lJ - ,�•LL LL`. Y0.5A 12" Yard Drain 735.00 1 = 30 ---/��� O / -/--// ( IN FEET ) _--�� -- Q w ---- - �•`��.1,LL 12 16.00 15.63h 730.00 727.50 HDPE SHEET NO. Q0 /�// � O \` /-//--- ----�- 1 inch = 30/it YDS o 12"Cleanout - - 731.00 ✓ / p �j , - / - r / - - ioo-YEAR FLOODPLAIN (TYP.) Q ��� \ - - i - /\ - - - - - / - - , - 12 16.8o 14.88 /° 724.00 721.50 HDPE 9 SCOTT/R. CtTLLINSZ / / \ O O\ / / / / / \ O R!! 910 / / O / / / - \ _ _ > ul � _ U No. 35791 � o c �� 2/15/21 sv�i p CL_N14G NE - O - - \ F 1/ i LZLI sILLI LLI �LU 1u (PROPOSED 12" YARD DRAIN SYSTEM w/ zo' PRIVATE EASEMENT (TYP.) EXISTING SINITARY SEWER MANHOLE MH-EX-12) 1 / / -/ O U c I / ( ) PROPOSED 8" HOPE ROOF/FOUNDATION DRAIN RIM TO BE RAISED FROM 759.75T076o.25 SYSTEM w/ io' PRIVATE EASEMENT (TYPJ 757.0o wo m i PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN EX. INV. IN=747.73, EX. INV. OUT=747.65 U ' . £ z SYSTEM w/io'PRIVATEEASEMENT (TYP.) o ' YD-6D 758.67 S � .Z. / \ / -SLOPES STEEPER THAN 3:2 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX PROPOSED 12" YARD DRAIN SYSTEM S ' S _ W i WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF w/ zo' PRIVATE EASEMENT (TYP.) YD-6C // / 6o LBS. PER ACRE, OR 2 LB PER 2,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) -PROJECT BOUNDARY (TYP.) 758.00i / L - LOT ' I - - LOT LOT, 122 'T \ ;PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN y rm. LOT „ c - SYSTEM w/ 2o' PRIVATE EASEMENT (TYP.) I\ 60 _ 1 70 11 c 12� EXISTING SANITARY SEWER MANHOLE (MH-EX-u) YD-6B /'7ST 7 � / LOT m 9 RIM TOBLOWERED OVER FROM 762.92 NO118 EX. INV. c 745.8z I \66_ ,6� LOT 11 ni y co ---- v PROPOSED 12" SYSTEM - YARD DRAIN SYEM YD-6A J \ LOT LOT 116 nOG A y m 7 Y 1° W J - / w/ io' PRIVATE EASEMENT (TYP.) - rti 1 115 LOT 11 m nc Ty 113 Ty m;a mvn o �0 V ll1. \ _ / \ / PROPOSED 20' PUBLIC 60 LOT 112 G-) m A � o W .� l!1 - / / DRAINAGE EASEMENT 7" „% { 111 n y m 37 � � � w w j -(1 all \1 p J J J - o - 0 9 - --- 2 LOT \ \ R` A \\ a �o �o m 'o � � � � o .. LOT u u o o ° `a 110 Fr, LOT 109 TG \ 6 ° �'o `o +00�" o : r LOT $ ° r 30. N 1O7 m A \\ a u1 �° 10+0 F lb ✓� , .75a`45o, LO LOT T J \\ 0p'P� `a / \ // /' / // / %.•" 75 S •. LL.� \ 10 LOT 5 7 8 103 n G�_, m A� o w ' 'o-+00 } . �.�. . `ram J ° "� `� __ �.. 31 , I o L- O -, PROPOSED SWM FACILITY & %S, • $ • '. e .i. 1l 6oB i - 6 A pO Ru . o - / 4 + S 1 /r FFE =7500 MAINTENANCE EASEMENT` " ` . ` `�! �� / m }3 - o GAR= 759 33 CA GAR 8.00 / O„ 754.67 TB. - - - 749 N S". / r FFE=76o.00 75 7 - - / 75 BSMT=750.17 LOTFFE- 8.6 :M_ 3 5g�\ GAR= oo) M J LOT 1 \ 33 4 GAR=75 .67 \ 74483, LOT 8 r FFE 3 \ 90 1 9 N 5 \ �/ PROPOSED DRAINAGE SYSTEM �75337T LOT / / / / " • ' • ` \ _ / / / \ D + o G R 75 .17 )1-.T=749 50 \ _ Lj O N O.. \ / -/"" .` .` - .• - . " .- . .. ,. � \ � �; ../- / l � 60 •l - . ` . .. ` . • �. . `, . •, . •. ` • G R=757� 3 � 3y+oo�\ GAR-75767 \- \ \\ 92 \ \ `� - J" G % 4� - - - - - 36�` - / >" // FF = 8,0 1- _ = COT f - t. ' \ \ 75 \i FFE 758.33 / e. ., \ - GAR 757 17 SMT= 8. o\ \ J \ \ \ \ Q PROPOSEDSWMFACILITY& LOT\ 34+50 \' 74 5 93 \� \ / r / > - ` /. .. . . �. %• 101 9 - / \ 1\ _FFE 757.83 -- \ / INTENANCEEASEMENT _ - rrrrr� \ / •,+. •, �, . •" . - `. -• . .? .: • . , •• ./" , -. •4 . ', - '" , . e . r . PROPOSED z4' PUBLIC - 7r�6 \ ��� \ ( , / 746 / / LL.I EASEMENT o _ -\ \ - - - \ / J •.ter , .` .r - ,• .••. •`l •J.%.• N \\ / % R7 3 _. ; 5 �", �• \ ;I-M 1 LOT \ \ \ \ 95 A . s�� � G R 3 \FFE \ . • ' • ✓'. `"•�. " PROPOSED STOR( A7 R . .. :. % GAR=75733 1 �` .�. Y r - FFE- 75 03 \ \LOT g \ J\ \ \ ( \ - \ - -74-J �` ` % FFE=758.0o i• . , - - -\ , - /. ` l MANAGEMENTFACILITY'B'- •• .`LL. -.` 7. :. ..:' 1. 1 I GAR=75 .8 754 iv1T 74717 4 \ / ` .Y.". %. LLB \ LOT 1 _ 1F -- o \\ \ \ 4 \ \ \ � / . . . " .. . • '" • '• - `. ` SEE VSMP PLAN FOR DETAILS • . •. • • •. - • .. > - `. I° {- ) \, \ '� 4 • •./'. � �\ \ kWP0202000053) -755 4z 1 I T-746.671 \ iOT \ \ \ / 6 \` { • / i 1. -- BSN)T�746.25 1 G LOB 1 \ , , _ �• ` 74 • i i". ` . v. / J 9 \`1 744 7�' j36 ` _ 1. ` ,' �• / " J\ . PROPOSED WALL \ \ I /, . . ". `. . o" • :44 MAINTENANCE EASEMENT ✓ �' (W / _5 T / 6 r LL 0 \ rC . 5 `. -A-- 1'.`.i•% :T` --- - l` /.1 \ -----1 _� l3gg \` i.` �•` -s ;y.• �`.•{.` / �Ca7 \ 0 \ \ \ ` ' ` ✓ r . �` ` - - - - / PROPOSED WALL \ " • ` . "� / ®• / LU o %-`-------- - - - 744 - / �` - \ ✓ y Col / \ /. (MAX. HT. 6') /�^-=.i� O •• '/" OO - / / I OO \ \ \� \ a ! • y ;`,.:'' / /10o' WPO BUFFER / ~•�.� . ". V' .` � '- ` \ - - Ul / \ - - - - /", - • " c SLOPES STEEPER THAN 3a SHALL BE PLANTED • - LL f', -' PROPOSED SWIM FACILITY & • - �O / b I `}\ /" / WITH NATIVE STEEP SLOPE MIX WITH ANNUAL \f !` • ' - / �. � - - A, \ \ e % / ' RYEGRASS BY ERNST CONSERVATION SEEDS AT a0\ / - j ` �. �. MAINTENANCE EASEMENT / \ - / OO / l LU O \ \ - 'A RATE OF 6o LBS. PER ACRE OR z LB PER i 000 SF / / /• ` \ I OO 0- / LUQ� \ - J / PROPOSED SWM FACILITY & f `` O OO O / / \ \ / UNLESS SPECIFIED OTHERWISE (TYP.) MAINTENANCE EASEMENT \ ` - ` "- `. PROPOSED SWM FACILITY& zoo -YEAR FLOODPLAIN MAINTENANCE EASEMENT / / / / > Q0 0/ / Un SEE VSMP PLAN (WP0202000053) FOR SW / \ / O / SWIMO_UT,FALL DESIGN / / / / ) a I J \\ y \ \ PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED \I \ \ \\\ \\ \ mmj LU OUTLET OUTLET PROTECTION w/ FILTER FABRIC j /O O O O a� ®®� 0 O O O O % X \ // / / O do O O O (\� \ UNDERLAYMENT(L=zo' W>=6' Wz=iz' D=z. ') / QO 0 Z-------_ O �jo00000 �O 000®�C�500o0 -74R- _ t_\QO� �� oO Q /1 PROJECT BOUNDARY (TYP.)- \ \ / / 'EXISTING STREA ­744 _ DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 64B DI-3B CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI36 CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI3B CG-6 8 755.33 61 15 32.18 1.03% 747.83 747.50 RCP 60 DI3C CG-6 6 755.08 59 24 48.14 0.66% 747.17 746.85 RCP 58 DI-3B CG-6 6 755.58 57 24 44.05 0.73% 746.75 746.43 RCP 56 M H - - 752.67 55 24 138.65 1.25% 746.33 744.60 RCP 54 DI-1 - - 749.50 53 24 61.03 1.23% 744.50 743.50 RCP 60D DI-7 - - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI3C CG-6 12 754.67 60A 24 56.66 0.71% 748.50 747.27 RCP YD-61D 24" Yard Drain - - 758.67 12 102.40 c 755.17 754.00 HOPE YD-6C 12" Yard Drain - - 758.00 12 89.35 c 754.00 753.00 HOPE YD-6B 15" Yard Drain - - 757.00 12 56.00 c 753.00 752.33 HOPE YD-6A 12" Yard Drain - - 756.67 12 75.90 c 752.33 751.50 HOPE YD-6 12 Cleanout - - 756.00 12 19.35 c 751.50 750.00 HOPE 68B DI3B CG-6 8 754.75 68A 15 34.86 0.72% 747.75 747.50 RCP 68 DI3B CG-6 6 754.75 67 15 206.62 0.97% 746.00 744.00 RCP 66 DI3B CG-6 6 749.75 65 15 176.53 1.12% 742.50 740.52 RCP 66B DI3B CG-6 10 749.83 66A 15 34.85 0.66% 742.83 742.60 RCP I / / / ® O O N wvv0�0°'p�CC� ��000�O�o®OoQ_,- - - - - - - f _ v v Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet)l Easement Width Required (feet) Easement Width Pro\4ded (feet) 53 24 7.1 1 18.2 24 55 24 8.6 1 21.2 24 57 24 9.6 1 23.2 24 GRAPHIC SCALE vv - - / O 0 0 O (00 \ / 30 0 15 L 30 60 \ \ - 20 0- __ - -- / V 0DD ��\ --- 0 0 0 (0- Ce1 (a Q OO 0O O° 0 -� �\ Oo 0° OO CO \ O O O OQO OO�O ( IN FEET ) / / O OO 00 -- OOO-�\ / O���O I O -1 inch = 30/tt. /-=/ O�_{O-Oa-�-'_-- `\ s \\ QOOo00OOOoO°o OOQO OO -/ OO------------ '�������OoOQOo0000O°O°°�®��®9000�OOD�00 Q Q Ila- Q a LL 13- LU I Q N Z ��W/� < Vl Q �06 V z z LULU Q ,LLn r� V a Q LU J ta- d Ln JOB NO. 182154 SCALE 1rr = 30' SHEET NO. 10 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS 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 OFTHE 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 ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 330.4VPD 25.9VPH 34.65VPH PROPOSED -38 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMI LY ATTACHED UNITS 7.32 0.46 0.56 739.32 VPD 46.46VPH 56.56VPH PROPOSED-96 DWELLING UNITS (369.66 ENTER/369.66 EXIT) (10.69 ENTER/35.77 EXIT) (35.63 ENTER/20.93 EXIT) 1069.72 VPD 72.36VPH 91.21VPH TOTAL: 134 PROPOSED DWELLING UNITS (534.86 ENTER/534.86 EXIT) (17.17 ENTER/55.19 EXIT) (57.46 ENTER/33.75 EXIT) *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION) STRE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, \ \ �► _ CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO \i - ,6:, - L° o PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD r \ \ \\\� G�pNE - I �- o F 11, DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE CL1N a; Z PHASE III AS SOON AS POSSIBLE. A t �r \ °5 °; i<I (FUTURE) \ .Gr w � vl. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON �` COMPLETION AS PART OF THE FINAL INSPECTION. L� JJJ D a _ I vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM \ ' OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO F SCHEDULE AN INSPECTION. vlli. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL � t � \ \ -° •_° ' } I � jjj REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT sOR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE °r - - - --- - LALS,i 3jtrI I-- MAINTENANCE. \ ^ T Lob ;9T •, - ^- '- -� - = _ � -_- -� ,4T�' 6; Q ALBEMARLE COUNTY ,1 u,r ,3 GENERAL CONSTRUCTION NOTESar h a��� \` I IIILLLJII_ AIL Lor i 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WA Y � ;°, ,• _ -- SOON --- i L°r a6 '', \ D3 _ _ I I I j fi I I-' `� - __,' , / LGr �,; ,, . �..�, p� INCLUDING CONNECDON TO ANY EXISDNG ROAD, A PERMIT SHALL BE �t t OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT 1.T THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF LCT (9 THE PERMIT SHALL GOVERN. /_ 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT PHASE I I SPECIFICATIONS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED. _ r J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. / 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). *HERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.•1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA7701V 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 TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE PRGINIA MANUALFOR UNIFORM TRAMC CONTROL DEVICES 8. UNLESS 07HERW7SE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED - - CONCRETE PIPE -CLASS Ill. - - 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WAIN OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 9� T 0 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. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDI11ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7)FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 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. 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 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 / C * 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 Alston Street (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 Lem Lane (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 Litchford Road (Public Road) 150 2 170 4 4 8.59ISM-9.5 1.5 12.25 BM-25 3 2.25 21A 16 0.6 13.73 Private Alley 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 ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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 OF THE LINE. 10. 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 OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. WHERE FIELD CONDI11ONS INDICATE. 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 4. OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EXIST. GROUND PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR I ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. EXIST. GROUND 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 I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CC-6 4" CONCRETE 3' CURB & GUTTER SIDEWALK CLEAR R ZONE , 2X 6' PLANTING •:..'� 4" VDOT 21A STRIP STONE BASE 4 21 Or POINT OF I R CURBC& GUTTER CA FINISHED GRADE R/W CG-6 CURB & GUTTER 114 1' 114' a� °Oa° WNg (+ma x a&,." o 4 YDOT 7010E 1 RASIE T0' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P 27' PRIVATE D R/W TYPICAL ALLEY SECTION 27' PRIVATE RO.4 (PRIVATE ALLEY) 15 MPH DESIGN SPEED NOT TO SCALE NOTE: PROPOSED LANDSCAPING TO R/W UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT 1;, pRIVATE ALLEY PHASE No. 35791 2/15/21 O 1n O F- z O w 0 O U / U r^ a � z o ¢ o �0 0U�> / L z J o O_ H w \LU Ln WOf LU c a LU \ w a CC \ O TRIP GENERATI SURFACE COURSE I I I I IIIIII I I I I IIIIII I I I I IIIIII I I I I IIIIII I I I I IIIIII I I I I IIIIII COURSEBASE SUBGRADE � �iy\�i• �i\�•Ti^�{iNi�; {i\•i• �iy\.•emu,• �i\ COMPACTED ASPHALT PAVING - EME- ROAD NO SCALE CG-6 POINT OF CG-6 5' WIDE CONCRETE 3' CURB &GUTTER CURB & GUTTER 3' S' WIDE CONCRETE SIDEWALK FINISHED GRADE SIDEWALK 3'J CLEAR CLEAR�ZONE SURFACE I I EXIST. GROUND 2' g -y 2X 2X 2X _ . .. .. 6' PLANTING . •,• .', 4" VDOT 2IA STRIP - WIN - 6' PLANTING STRIP 4' VDOT 21A 4' 14MT STONE BASE 21A STONE 4-7 SUBBASE STAVE STONE BASE EXIST. GROUND 6 BAL BASE 65 5 0 5 To' To' LANE) LANE) (TRAVEL (TRAVEL 24' F/C-F/C --� 49' R/W- TYPICAL NEI6!ffB0RH00P STREET SECTION (49 ' R/W) ALSTON STREET, DUNNACAN DRIVE, & LITCHFORD ROAD (ALL PUBLIC ROADS) CS-SSAR RESIDENTIAL & MIXED USE SUBDI!/ISION STREET DESIGN SPEED.- 25 MPH NO PARKING PERMITTED NOT TO SCALE R NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP CIL 9' �SEI EE PARIDIG ONE -SIDE ONLY R, PER 3' CLEAR ZONE REQUIREMENT INDICATED ON PLAN S I) (xTERE SHfEY) '{lye 5' WIDE CONCRETE 31 CG-6 POINT OF CG-6 CURB & GUTTER FINISHED CURB & GUTTER 3' 5' WIDE CONCRETE 3, T / SIDEWALK CLEAR R ZONE GRADE CLEAR R ZONE SIDEWALK EXIST. GROUND 2X SURFACE 2$ 2X 2% 6' PLANTING'•• -a - 6' PLANTING STRIP 4'Z60T tOOT 21A TONE 4' T STRIP 4" VDOT 21A S4" BASE STONE STONE BASE SUBBASE STONE EXIST. GROUND BAS SA B2 1 0 5 6 25 5 6 5 1 O 12.5' 12.5' TRAVELWAY TRAVELWAY 29' F/C-F/C 15 4' R/W TYPICAL NEI6!ffB0RH00D STREET SECTION (54' R/f") LEXI LANE (PUBLIC ROAD) CS=SSAR "ASIP.r".14L & MIXED USL' SUBDIVISION ST",ff DESIGN SPAZO- 25 MPH PARKING .4Z"#'E0 ON ONE SIDE ONLY, DELINEATED KITH "NO PARKING" SIGNS NOT TO SCALE 2% c� V ON-51RELT PARKING ONE -SIDE ONLY (%IRIS INDICATED ON PLAN SHEET) POINT OF FINISHED GRADE CG-6 CURB &GUTTER SURFACE 2X BASE SUBBASE 4 - 2 STONI 13.5' TRAVELWAY 82.5 31' F/C-F/C o Au 4" CONCRETE SIDEWALK 3.1 EXIST. GROUND 2X 3.•T 6' PLANTING STRIP 4" VDOT 21A STONE BASE EXIST. GROUND NOT TO SCALE TYPICAL NEI6!ffB0.RII00P STREET SECTION (56 ' RI'Orr) MCCOMB STREET/CLING LANE (PUBLIC ROAD) OS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING ALLOIYED ON ONE SIDE ONLY, DELINEATED NSSITH "NO PARKING" SIGNS 1 k" SM-9.5A SURFACE COURSE 3' BM-25 INTERMEDIATE COURSE 6"-8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A B DEPENDING ON TRAFFIC UUA LLTIMITE UMITS AND UNDERDRAINS SUOBGRADED ASPHALT PAVING - ROADS NO SCALE (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER 3:1 EXIST. GROUN 4" 21-A STONE BASE 3 r CONCRETE SIDEWALK NO SCALE EXIST. GROUND' TOP OF 407 2" R CURB 6" n . " y 13" wa 7" n AA . « 4 6" MIN. 1 6 2 STANDARD CG-6 DOT #57,#68, OR #78 _-\ STONE BASE UNDER CURB 31 EXIST. GROUND CURB & GUTTER & CHECKED BY VDOT 3� NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. \�\ wP-G EXIST. GROUND ADJACENT MAYEL LINE ASRULT PAVEIENI WIFEHIC 12' EDGE OF EMNQ PAVEMENT IM OETERWEO N FEWI TACN COAT ME HiRV3D CONSTNI M,N JOINT ExIsrNO 0.411kr uYWS PXCPOSFD ,xSPHKT uYERs ------- EXISTNO SIBRI3 FAOPOSm 811®AY _____ coNAcrm RRaRAE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPH&T _AYERS TO ENSING SMIA4E NU REPLACE WITH PROPOSED ASPHW-T WIDENING LAYERS ® R10FO.CED 1MINJ1 1 �/z INCH THKK AWIPLT R W£ C 1SEE NOTE 51 : =B 1R INCIES. CA GREATER AS FECESSMY TO / RE FLL THICKNESS OF METING AdPHN.T LAYERS A4 DETERMINED BY CCIES (SEE IGTE W NOTES: I. A &T PMENEWT WEENNO BHKL HAK A PAVEMENT 0151•J! N . CEF WCE NTH WMEM WET NNOCIL11RE5 MD E IIF BY THE ENGINEER. 2 THE PAVEEM DESIGN FOR ASN&T PAVEMENT WBQEIC S V1 YEEI OR EXCEED THE DEPTHS AND TYTES OF THE LAYERS OF EN511IN0 PAVEMENT. S.BSIIFXE DRAWME OF THE BASTING NU PROPOSED PAVEMENT S BE MOIESSD IN THE PAVEMENT DESIGN. ]. A WRWN Cf THREE CORES SHWL BE TW kOW THE CENTER OF THE WN T TRAVEL LANE TO OETERINE ME TYPE ND THICATESS OF EXISINO PAVENENT DYERS. THES: CORES SINL BE SPA"ED NO WERE THIN BOO FEET MMT. 4- THE MI .w • TRAVEL LINE EIVLL BE M 13 A W DFPIH OF 1 V_ ND CHES AREPLAYED WITH AN51 AERIKT E6ME CdXSAT E TO MATCH THE FR50Em PAVEIENI NEwNc SIMW£ MURY, UM£55 WWVFO BY fiE ExcFEDi. 5. THE ENGINEER NAY MIURE THE MIWG DEPTH OF THE DSTNG PAVENENT TO BE mJUSTED TO XLHEVE AN ICCEPTMLE PAVENT CROSS-SLCINE ND EFFECTIVE MRFW£ 01 6. OUSTINGEN PAVEIT MNNNAN D D MMXERS WITHIN THE PROECT LINTS SHALL BEIBJECT RESTORED STO THE APPROVAL OF THE WfEER. 1. FN& E TRMSN% PAVENENT TIE-IN SIWL CONFORJ TO THE REGJEAEMS OF SECTION315.05(°I OF THE S'ECIFICATENS EXCEPT THAT NL MINTS AAT TE IAT`LMATKKIS SAU BE TESTED USING A 10 FOOT STRNGHRDGE IN X: DNx£ NE WITH THE REGURENTS OF SECTION 316.07(d OF THE SPEC ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VRONW LEPMIIENF OF TRANyNlTATICN r CD , a LU N_ y E V O > = U `m w 0 NNINNEWEEN CID 0 ® M 3 N N 0 CID � z > QI W N J O � O m N W Oo rn LU J J o J Q 0 z W L~L J 3 LU O N LU /•A/ N IA_ W 1 0 _ o2 0 W " a Y = UJ o LU O z w zIf w Lq z LL z_ w w W z_ LU' z w � z N z U) Q0 U J LUQ > (Y LU ° 0 J � J �Qr V � ® O O D N O) o c F- LU a U) JOB NO. 182154 SCALE AS SHOWN SHEET NO. 11 OWTE%TRE MARRIAGE FAHBC OVEMA° 1-7' AT BEEF PAVED sIOIILEfR PAIELQIT .TEAK _ a •_.::-.. .. SWTtlE •.• OUTLET PPE SEE N]R 1 mw.E ON DENNIS MI5) fCOiW1F. XB GLASS MEETING IOU YMBAHLE _W NEMEEMM. OF PAVED SHGIAOEw) PAVED SHOULDER SECTION Pww+r DIRECTED OF WATER FLOW UMFMRMI SHAM BE fExTFIID M[fB CURS NL GLITTER GmIElRF dtIJ9IGE FUND= D„ LOMMI 1-0AT TOP) vA.1ET1Nllr g� � •OMIT R� YE NOTE 1 AGG REGATE. A"PRE GLAS¢AsSGAEE OR CM1USXEO s uEETIXG Re GFMAiwX flEWXEAIwi. CURB AND GUTTER SECTION .5' YBOW 4N WYE +S• CUTE CONNECTOR PFOR AY UNITSIS, wX. PIPE TpT1ET 45. man RYPCAAL OUTLET PPE NO ..I�WooT STANDARD PAVEMENT EDGEDRAIN ROM AND BRIDGE STµ0AM IEEE 1 7 2 REVISION DATE I0e.06 VIRGINIA pEF1ATLENT OF TRAMPORATNN CO-1 I Ew-Y TOP OF CUT VASE LIMITS FEW ITrFKAV Wr OUTLET PIPE TO E `VAVEWNT BEON WITH AY ABASE DUTCH LEE ELBOW FILL EtlIVE CROSSDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECT KNN TRAVEL LANEs� (WITH TYPE ISELECT MATEN , _-!L'-_-_Ay �'- 41 TRENCH PLACEMENT Av PAY Ins FOR OUTLET Rp£ TO LL LI \ FEDGIN OWWIin 45• r FAKKrvI 9lR'AM L BASE TOP OF CUT mE ¢ nu SI-E EW-Y2 °. .a o.° rSE(ECT MATERIAL TYPEI(IR° / (iYPKAL) oGET MC TI. xB AGGREGATE OR CRECHES - •;;�: GET MEETINE XB dGNATMIH REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FVRC (PLACEMENT OF CD-1 CROSSDRAIN) OR TtPAVELEN! AgFME E BASE SUBBASE OR CEMENT SOMIL. 0 SUBBASE 0 0 0 �SEIECI MATERIK TYPE I OR SVWaDE . o. o.o ECOVER OR LIME VERMICIDE) i GFOrfITILF E15T ]'GG°EWTE, xB AGGREGATE OR CWSHED µACE, GLASS MEETING N8 GRADATION REQUIREMENTS.CUBGENERAL NOTES pC 1. UNLESS SPECIFICALLY INUCATEGGROSSDRMN WILL HOT BE LCCATEO AT THIS POPE WHEN BOTH s...ME µ0 SURAME µE STABILIZED. 2. THROWN El BE FLLED WEE AGGREGATE µD THIKEWLY HUMID TAPED TO INSURE CEBACTLEES. NON -PERFORATED OUTLET PIPE 3. CAUSE PIPE SNKL BEGIN AT THE EIXi OF THE TRAVEL LNEE PAVEMENT µ0 $I R/BBE LEIPLINIOE. W A GRACE PM/LLEE TO THE SIpLLLER SLOPE 2%YN. IS % l M CURB µE GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTNERWISE PROVIDE ME INWii?R oRFMµx0.E5MNW. TACT ARE To E LOCATED so As TO DRAW xia DWP 10, i 70 PER NICK I I GB PSI HIGH. 5. EE SUPEIELIVATED SECTION& BRUCX IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET FEE ON LOW BILE DRY. BE M'ERT EIEVATIYI AT CUTLET EXO FF WTLEI FIE TO LL A W WY OF V'C' ABOVE NVERi EMVATM OF RECEIVIW RWNAGE OTCH OR STRUCTURE. K WALL TRCNRESS MINI - INCHES 7. KL CONNECTIONS (ELBOWS, RYES, ETC.1 WIMN PAT LIMITS FOR OUTLET PIPE NE TO BE OF THE SAME CRUSHNG STRENGTH AS THE OUTLET RPE. kkk TESTED ACCORDING TO ASTM D-2412 AT S%DEFLECIIW. e. OUTLET PIE TO BE SECURELY calNEcrCD m Ew-IZOR OTHER DRAIA£ sTRWrLE. `VDOT ERECT CEATYN ROAD ND MICE STANDARDS STANDARD CROSSDRAIN REFERwcE SHEET LOT 1 RewsDu DATE (AT LOWER END OF CUTS) xON 01 IOWw STAR VPCJIA DEPARTMENT OF TRVSPATATIM BOB SOON 151/2- E.J.I.W. 194 CAST BRON CLEMOUT FRAME AND UD 10 1/4' INSTALLED RUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED ) la, SEE PAVEMENT AROUND CLEANOUT COVER �- EMSTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS I PVC FEMALE CLEANOUTADAPTER _:., \ WITH INVERTED NUT SCREW CAP OR / RAT SLOTTED SCREW CAP KOR-N-SEAL No. A 106-10 All TH 10 1/4' BAND PIPE SEE EAUITILL AND BEDDING END REQUIREMENTS PIPE SEWER LATERAL L-E FUTURE SANITARY LITERALWE --- I I v BOTTOM OFTRENCH SECTION 'A -A' SEWER CUSTOMERS PROPERTY BASEMENT OR RIGHT-OF FUTURE SANITARY LATERAL (WHEN INUNE LAYOUT REQ'D) CAST IRON CLFANOUT FRAME AND LLD -_ MY_------- t 'IF I�L L�L '3t� �� LWYE SEWER LATERAL 95-BEND)----------� L1 =OLNR�24" ---- PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS JUNCTION BOXES. TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES Al 5 III II_5'_I f WATER SEWER 3 p o c � C LOCATION [IF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 3W MINIMUM Y SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS, 4" DIAMETER BRANCH AND VALVE - tE " NOTE: WHEN A ISDESIRµ M¢SS WHITE -� CBDSS¢ A COYERCW ENTRANCE THE CROSS SORE SNKL WE 2% FOR A WIDTH OF s MET. A GENERAL NOTES TO BE EAS ,}„ osTREET APPROACH SAME SLNFACNG o As NNNLNE ROMI (SEE NOTE 31 SHOWN PLANE) SHOWN CN _ Ill rO BE As 1. WHEN USED N CONJNCTXIN WITH STµ ARI CA qi M 7. THE CURB FILE W THIS STµONp 5 TO __--- TI GROWN W FEARS, BE MNSTEO TO MATCH THE MOUNTABLE CURB CG-2 OR LG-B `--- CONnGLTUTNN. WATER / 2. 3E SrµDNp CG-12 FOR CURB RAIP DESIGN 10 £ 9 F USED WITH THIS STNONO. E&X NOTE SI -S"WAx- OPTION& VNPAVED SPICE FLOW LINE y MENLwE PAVEMENT SH LL RE CONSTRUCTED TO THE --�'+-�-� R/W TIME IE%CEPT µY SURGGAN STABILIZATION fSWWD F R IMMUNE PAVEMENT CONCH Cµ HE EXPANSION y} EXPµCON EMITTED IN THE ENTRNCE 1 ONi ANY 6. RMVL CURB OR CURB GUTTER NOTE. WIDTH IF Ell OR AS W MAINLINE ROWWAY I STRUCTEET AAALL W1 BE RO KWCTED BEYOND TE p/N LINE C T EXCEPT FOR RERNEH,EHi PUP(ISES. SAWN ON iYPICK SECTYH. Aa( PLAN VIEW ENTRANCE NOTES S' MNWNE RONIWAY g l: TUFNW"REWRENEMS OF ANTCPATED HEAVY TRUCK TRNFC. THE DEPTH FOR SCI 4 CURB PINES PVC SLED IPPMASIDLC CURVE RNTR.W"£ Al WITIM THE LIMITS E THE RABIISWLLO BE INCREASED TO 7". (SEE CG 13) EDGE OF PAVEMENT OR WF Yµ. D CPPLNK RCW LNE GAVE CXµLi ® - --- p 6. Rµ3 µE TO INDICATE MEN CONSTRUCTION OF A FLOW RgE LINE IS IEWIIED i0 PWVICE POSITNE DRAINAGE ACROSS THRUST BLI Y WIW RI I _ NOTE 7) THE ENTRANCE. BX MA%. ® D - 7. THE DESIRMUS AND MAtlWY ENTRACE GRACE CHANGES GIVE CXADE o P' NE LETED IN THE KLOWVLE ENTRANCE GRACE TABLE. THESE VALES ARE NOT N➢IIGHLE TD STREET VALVE BDJ)t - COMLc1NHs. 5'u 20'MIIMUM FOR cO WERCHA ENIDµCE INTERSECTION NOTES S. MEN Coll Is USED FOR STREET CONIECTIWS. THE N.J. FITTING- ® CONSTRICT GRACE CHARGES WITH A FAMOUS CURVE. CONNECTION MUST BE DESIRED IH ACCGRDANCE WITH M91T0 POLICY AND THE APPLICABLE REQUIREMENTS VICE MNDAL, STOPPING OF THE VICE WM DESIGN OF SECTION A - A AND x VALUE RAL.INCLUDIN VALUE REQUIREMENTS. V. MMNA FLOWERS MAY REGARD RATING OF A y 1'Tr To CUTTER i0 PROVIDE POSITIVE DRAINAGE FI ACROSS EH ACROSS TXE NTERRE N. THE TIII'_1IID ~� ALLOWABLE ENTRANCE GRADE CHANGES CLASS AT •/.•. - -� IIME.S.O CONCRETE , SECTION C-C WISDOM WISDOM 1 Pool 1 NOTE KLOWIBLE ENTRANCE A. 1.1 IS HOT APPLICANTS TO STREET CONNECTIONS �Nd SREFEREN NNREMRENDE METHOD OF TREATMENTWAIT rWME (CONNECTKNN FOR STREET INTERSECTIONS AND COMMERCIALENTRANCES) EVrsme DAEMKINA DEPµTMENT OF TRANSPORTATION 0)/IS mix CF9B El PM C MITI W. MOTH OF EN7R d M PROMISED EMPµEDN LEI So SDfWNN OR SOEWNN 9PACE of R u EXPµ" HURT Z U W d cW6INyUDED w MTR/!NE SLITTER S A k g m FLDw MN Wx ' EXPµ$IN JLNL ENTRANCE RICER ¢SR/BLE 41N4W ITS' p W ABg¢u1E 4nnw 12• EDGE OF PAVELENI r cj LIMBS pF PEG. ACCESS ROVTE NIA - ANTS Oi ACCESS WVFE® UNPAVEp SPACE WN-TRAVERSABLE UWAVED SPACE TH EN1RNlLE W.: x LINKS OF PED. 6 COILS DF PEG. ESSROUTE® XCN TRAVEI6VLE ACCESS ROuiE � PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE VdTIVNA RIGHT -CI -WAY IS RE RED P TIE LIMTS OF PFDESTRIµ ACCESS RE N E%TEN. BEY.. L-G„ E%ImW A PROMISED MDT R -OF WAY. �TT N IB PECESTPo.W ASSESS BODIES PROVDE A COHTIMCUS P' NCRSTRUClF..3TAH E, FNM µ. SLIP REEBATI PAR CONECIRC KL KCESABLE ELwEH15 OF 4 '3e 64 ppv ed. e FKYLITY THAT Cµ BE µMONIED. ENTEIEp µ0 EYED BY PEDESTRLWs.IF ICCUss RARE Is VJACEXT TO BACK OF ENB. WINIYVY WI.M SHOULD BE B'. SECTION F-F HALF PLAN W IF PEOER."AH VEM WUiES fY NE BEND PWVIGEO.A MINI c ' RAVERSLrEIIX ]•.ry• . 5 RESIGNED WITH A WX.29 CROSS SLOPE. 'I^I WHEN USED IN CON UNCTION IN STµOND PARABOLIC CG-3 OR Coll THE CAR PAGE OR THIS STANDARD IS TO BE MJUSTED TO MATCH THE FIVE 9b WEARABLE LE CONFIGURATION, q e494a _ xoRuc+E" ® ��-- &m ® SECTION E-E X% ■OX TO 10X CHANGEIu3" °bf'V": b•. "e4 a^ybd}eF 9 9b'^• CLASS At (x.E.S.)CONC. 3" M•MSEµ£ TTHE I 213 W-.^ 7. ®PDNr E GRADE CHANCE 13X MAY $LACE 5'-0- IS FE cuW ND cu1TER EEr E FOR SIDEWALK ¢NB AN GUTTER CULT CUNLWIENTLY z z 1E % MAXIMUM INCREASES N SLOPE AT ..IN 1P INTERVALS SECTION C-C " ItRNAL DECREASE IN SLOPE FOR RST TO'NAENTERIMS B % MAXIMUON 4 DECREASE FOR SUCCEEDING MNNW SECTION D-D MCIFIAWn REERENOE STANDARD ENTRANCE GUTTER WORD WHO RIDGE $iµ0N85 REMAIN DALE El 1 01 1 102 Og MI GINAT DEPARTMENT OF TRANSPORTATIONO]/15 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE MITI PART V. SECTION G OF THESE SPECIFICATIONS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG W-1 BOX VARIES RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Bpa' NB' INITIAL BACKFlLL B• 4 1 s• TMiN WIN' NIN MIN. 6" BEDDING #68 STONE + STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONI)ITON UNSTABLE e" 49M1 INITIAL BACKFlLL B° SOIL\ M , MN RANULAR FILL AS '))" APPROVED BY ACSA #68 STONE -JHnDLL DVR UM NULn- STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL 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 TUTS FIG. W-2 ro-2 PLACE 5' GALVANIZED " WITNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT PLUG :P TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� C6 FN VARIED THREADED COUPUNG BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS b METER BOX (SEE FIG. W-7) NO. 57 STONE WATER 2" PIPE SLOPED TO DRAIN IF ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID Nu GATE VALVE LINE GRADE ALLOWS 2" BRASS PIPE 2500 P.S.I. VARIES VARIES CONCRETE 8 2'x 2' BEARING AREA wn A THRUST BLO(9( d e WATER MAIN AND VALVE Y THREADED TAP . ' ARE SAME SIZE PLUG e - b DEAD END (TYPE "A") NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL BLOW -OFF ASSEMBLY TYPICAL GATE VALVE HIS TUTS FIG W-8 FIG. W-5 TD-19 TD-B I FRAME & COVER (SEE FIG. S-1-DE) STREET SURFACE OR Q qL FOR ALL BENDS FOR TEE OR VEYE FITTINGS LOUDEN TRENCH TO _--__ ACCOMMODATE ANCHOR IF REquIREO. SET M HE BEDDING AS REQUIRED I M' DO PLUG MIN q M T T SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOA. 'LEE AND PLUGS VOL. 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 HIS FIG. W-3 M-3 SIZE OF FEET CU.YD. BEND L H T L H T 90 2.50 250 3.0E 0.24 4' & 6" 45 2.00 225 2,60 0.15 20D 2.25 2.50 0.75 22 1 /2 1.50 200 2.52 0.10 111/{ 1.50 200 2.W 0.10 90 3.66 3.18 3.2E 0./8 B' 45 2.88 288 2.]] 0.28 221/2 1.66 218 289 0.13 3.16 291 2.6fi 0.32 11 1/4 1.66 216 2.BJ 0.13 90 4.83 3.83 3.42 0.63 10" & 12" � 3.33 3.58 295 O.KT 3.83 0.00 2.83 0.52 221/2 2.33 2.58 288 0.24 11 i/4 1.83 2.33 2.84 0.18 P OCCURRING. K l/a- YM.F PIPE OR ARR°YFO EQUAL IKLMAINING BACKFlLL SHALL NON -PAVED AREA NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY SLOPED AREA SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DIMENSION' ' DOGHOUSE OPENING SHALL MIN. 12• CLEARANCE 24"MI ` P 0" MAX BE PREFORMED BY BETWEEN E%ISTNG PIPE INITIAL BACKFlLL* B"MIN MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE 6" LIFTS EMBEDMENT ( ) OUTSIDE DIAMATER * THOROUGHLY COMPACTED PLUS 6'. SPRING LINE BY HAND OR APPROVED 12- THICK MOT OF PIPE MECHANICAL TAMPER RUBBER COATED STEEL e-x8•X16• AND 4".8•Xt6" `` Nc, BB STONE BEDDING NO. 68 STONE -O_ HAUNCHING STEPS CAST IN PLACE 3'-0" MIN SOLID CONCRETE BLOCKS CENTER BASE LE BEDDING 6" max 4" min PRECAST REINFORCED .4 A ) wnLnla EACH) CONCRETE SECTIONS TIN BII OUNDATION (SHALL BE 'D" RING SEALS 16" MAX DocHoasE0av6w ITN ABOVE BASE SHALL REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE T MINIMUM ELEVATION } BE CONSTRUCTED AS SHOWN AROUND E%ISTNC PIPE WINNON000 PSI ONCRoTUET ALL PIPE) DIFFERENCE ACROSS M.H. 5" 4'-0" ON FIGURE s-1-A OR FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLOWFILLETS ALLOW CONCRETE WRAP ExlSnxc PIPE wllH TO FLOW A MIN. CHANNEL TO BE 3 4 DIAMETER OF 'x-- NEOPRENE CASKET MATERIAL BEYOND BASE BEFORE FIWNG THE OPENING NOTE : -- CONTRIBUTING .4 OF SU OF smucruRE NEOPRENE SECURED BY 2 NON 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE TT ° 12" CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING BACKFILLED ENTIRELY WITH NO. 21A STONE. A FILLETED INVERT FOR A SMOOT ' '•4 .. 2. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN ( 12' WIN. CART -IN PLACE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68 M INLET & CUTLET PIPE SHALL BE 3,000 PSI CCIKCRETE BASE STONE SHALL BE PROVIDED' PROVIDED. MIN. 6" BEDDING FOUNDATION(ICTIO SECTION VIEW 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE W/ NO. 68 STONE 'NOTES:IIIIIIIIIIIIIIN"""^"".. BEDDING OF NO, 68 STONE' 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE FLOW TO THE EXISTING PIPE. EXTENDED OR NON -EXTENDED BASES. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" INSIDE AND OUT. OF THE MANHOLE AFTER THE INVERT AND SHELF HAVE TYPICAL SEWER PIPE DWALLSTHE N BEEN FORMED, AND THE MIT HAS BEEN FULLY TESTED IN TYPICAL MANHOLE SECTION ACCORDANCE WITH THESE SPECIFICATIONS. INSTALLATION IN TRENCH TYPICAL MANHOLE BASE SHOWING BRANCH TIE-IN SHOWING ""DOGHOUSE'" INSTALLATION NTS N.T.S N.T.S FIG. S-3 FIG. S-1-A FIG. S-1-Ai TD-26 TD--34 TD-25 tc-n AA _� CD-2 A5 GPAELE, B" LACK PFNYSSIBLE ` AT 12" C-C 5�IN. JpNIINCrON Y. " pf1 LIMTS OF PAY FOR 4A'L. PAVENENr OUTLET PPE SYMISE TOPE CUT CB 12.E 14x s'xw 12-1 HAIsu.cRVE TOE OF FILL p s B 4S\ ML COWIW,iDX CODE WRNN 'P EW-I2 y 12:1 MA GITCX ITYRCKI T SHOULDER LIrvE LL JN 'l LINE 11 IL EDGE E PAVEMENT WITH BUFFER STRIP CROSSDRAIN CD-2 ON FILLS I 1'•r-�90 TRAVa LNEs RMP 4J NAP CENTER LINE SECTION ----k---eya-1--------sE--- LSEE TABLE) A IBEE TIME `TRARITM GUTTER Pµ SLOPE (WEX TYPE 1 SELECT M.TERK) L/ TO 201 THROUGH MA LENGTH S'Yx ( ,7 EDGE OF PAVEMM TRAIATIM WrTER Pµ SLME MY'K' TO IDN THROUGH RAP LENGTH EMITTER Pµ NAVIWM 4CPE 20:1 -C TRENCH PLACEMENT AaIL°ER LNrE PicK) L, r¢ E PAL 5'.P NN rPAVEYFM SURFACE L Bµf / OF TO GA FACE yIMA.q LIMTS CF PAT FM OF ROEl WW WITHOUT BUFFER STRIP °O°° ° ° Ounfr PIPE SMER E NRB a l l 06. oa � d � 6 od e. -SELECT MATERIAL TYPE I OR B eon ae .1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT ;;... PLAN VIEW SHOWING PLACEMENT OF _ CD-2 CROSSORNN 15) AGGREGATE 1a VDETHORE M CRSHE, GEOIE%iLE •1, (T ¢/55 1FEME LB ERADAIIW ROdIRE1.ENi5. r ux. « "'"X- MNWGE NON -PERFORATED OUTLET PIPE SECTION A -A _ _ FIBPO OETECTVLE WN"RNG BARRAGE PERNSABLE CRUSHING STRENGTH W 0.^B DR CDWTWCTION y. M, CRT DOOM E­ ED aw&x o. r PAVEMENT SURFACE L BASE R 103 51DBAY M CEMENT STABLREo 9.IBBASE MALL rxwwsss WIN) - wcxEs • • 0 0 0 o F SELECT YATERVL TYPE OR SUNN/DE k SECTION B'B eR CEMENT OR LIME STABILIZED) kkk TESTED ACCORDING TO MGM G-Ntt AT SIX EFLECTION. NOTES: Gam' ONE DIRECTION ONE DIRE BUFFER S NU, ASGECATE, xa AGGREGATE oR CRUSHED 1, FOR GENERAL NOTES ON THE DETECTABLE MINING SURFACE, WITH BOBBER STRIP EETEXTLE GLASS METING IS INANITION REEERl... 9E mEET 1 E & WITHOUT BUFFER STRIP FABRICMAE r-o^ GENERAL NOTES S. TIE EDMREU LENGTH OF A PARALLEL RANI IS UNITED To 15 FEET, REGµOF THE AMC. 1. TRENCH SNKL DE FIELDS WITH µGREGARE RA THWUGHLY HEAD TWINED r0 3. GUTTERIiFR RAN Pµ SxKL BE A 4AW XMSLOPE OFLO(t AT THE GAME DRIVING NSURE WWACTESS. 6. OVGpNI PLACEMENT IS NOT PERMIiED. 17177 PAVEMENT 2. OUTLET E PIPE S4VL BEGIN AT ixf ED3 OF THE TRAVEL ER SLOPE % ND i 1J µPNGACx SL'M AIKL BE PLACED ON A CAKE PARALLEL TO THE SHOULDER SLOPE 2 % YK 13L ESIRI0E1 LIVE TYPE B PARALLEL APPLICATION ROM AY GRACE IN PERCEM MINIMUM RARE LENGTH INFEET a" OAB 6" CURB G s B , 5 ) 2 5 IS e 6 2 5 TO ,5 6 w s CROSSWNEt = )M{ PHI® MICE - - 'm 2 SU®/SE ]. ON LURE µ0 OullER SECTIOHg MNME IT IS YPo551&E i0 OTHERWISE RRONOE CROssWKN - CUTLETS FOR CROSSDRNN9, TEN' µE 70 BE LOCATED 50 µ TO MAN INTO CROP t o Cp-2 INLETS A MµHOLES. y g-p^ GREGTE BAY YATERN TYPE C ON SUMRELEVATEO SECTIONS, TRENCX 5 TO E UWM ExiRE PAVEMENT AREA 9!Y3 ' SRE NO. R" NY. EPMI WIT CUTLET PPE ON LOW WE ONLY. NCMTE 5. IXVERi ELEVATION AT CURET END AN OUTLET RPE S IT A MIRMLM OF 1'-0" Aa0 INVERI DLEYATIM OF RECEIVING MMINi ETw OR STWRURE II I PLACEMENT OF CD-2 CROSSDRAIN AT 6. &L MM flMS HELBOMS. NEGE ETca wnxn Pa uMTs Fox CUTET WE ME TO cxossw&X O BRIDGE APPROACH SLABS E E THE SAE MMINL STREWTH A51HE WnET PPE. TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADI 7. OUTLET PIPE 70 E SECURELY CONNECTED TO EW-12M OTHER DRAINAGE WITHOUT BUFFER STRIP WITH BUFFER STRIP NIFLNUE. `VDOT A COPY OF THE oll SEED µD SIGNED MAWNG A ON ME N THE CENTRAL OFFICE. SEGFICAICN ME6CAlNN " all `VI�F WV µ0 O6D]E STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS SECT ° of s RfNswx Dnre TYPE B (PARALLEL) APPLICATION �, (AT GRADE SAGS AND BRIDGE APPROACHES) REvrsIE DATE BEET 1 E 1 20* w w/19 NRIw11A DEPARTMENT E TRANSPORTATION s'"So2 Sw TM MONA DEPµTMENT E rRµSMITATION 07/16 IDR.D5 ,ALMEMWI­ Cc-IZ NOTE: LGMMMNTS OF CARS RAIPs CGxEAT E 1. F¢LONGE P ANDMUC CEMENT ACEWKK MPTx IN ICKS, µEA N SWµE SENDS) CURB WHEN REWMO BOG-2 W Sol N Ll1Eµ FEET) GENERAL NOTES OETECII°LE WIRING ...I LA9Fw IM 1. YARxI EACH OF THE MOW ITEMS 15 A SEPARATE PAT ITS. µO SHOULD I. THE DETECTABLE WARNING SHIL BE PROVIDED 81 TRACATEO COMES, BE SUMMARIZED FOR EACH CURB CUT RAP. 2. KL DETECTABE WARNING SURFACE PRODUCTS SHALL MEET THE RMUHEWENIS E SECTION 504 OF THE SPEOFIC 11. FOR CO-12 DETECTABLE WARNING SURFACE. ILL'° RµP III I DETECTABLE WARNING sUFACE PRODUCTS USED MN L BE FROM THE MATERMLS a°'1 L.AK AIPRONED PRODUCT LIST NUMBER 72. 3. SLOPING WES OF CUM RAMP MAY BE POURED MOWLITHICNlr WITH R. 1 FLOOR OR BY MING MRIfi51BLE CONSTRUCTION J)M NTH MOANED BNSAU a. BEWIEO µE TO W, 5 % B" PVLM 1'LENTER TO LW NEIG WM S OF R OF THE PNYP FLOOR, .-DEPTH OF RA1P FLOUR. MIMY YA% ETE5 CONCRETE COVER 1CLIM 10:1 5. HIM WAY CAN I CLIMB µYMENTiFO SLOPE AVTTERU TO CLIMB TYPE A I LT.. AN RµRS µE NCUDED NI GUI®/ CuxR ND GpiTER. PERPENDICULAR e. tIME Rs1P5 ME REOuwfO FOR sNfwNKs WHO 9XMEO D5E PATHS. THE MOTH OF THH PUMPSUSED THE MINIMUM CUM CON.WCBION'9'W'MEN"R SNARED USEEP�UTE, M THEE NOTE OF THE SHIPPEDME PATH.N!r �x YIJVBIIk ''iN'M PY N 5• UE1 7, DETECTABLE WNNNGS SMALL EXTEND THE FULL WITH E THE r� .:i A• 121 SAW T CURB HAVE LARDING ELDER 1Z" 4AK �y �� & CURB RAPS WILL BE Nils NO LOCATED WITHAL MOESTPoµ CROSSWALKS AS STOW" W RN6 OR AS DIRECTED BY THE EWYKER. CURB RAMPS SHOULD Wl BE WLAIEO BEHIND VEXICLE siM LINES LIGHT POL ME XYpRµrS DROP ES T wLE ETC. TYPE r& E B y - Gz 9. RMIPS MAY E LAD iMDENNL MDWDEO PARALLEL A ~ ND/,i .0 1. WIT IN 1 THE C THE CURB OPENNG 15 PLACED WITHIN 11E AYES OF THE LWSSWKN AND Rx¢, THAT THE 40M AT iE CONNECTION OF THE CURB OPENING IS Y%MrSIFYKI,',Y,'�y' T O A`E TO TIE LURE. N', pyal I / 1'P" r R'A ,x. r. I,u p DETECTABLEM 10. DETECTABLE°UN'A£ PANELS BxAL E INSTALLED PLUSH 1wTx 0xMM^`IA,Z I Yyr. r MAx E MRS. M 11. WXERE CURB RANPs INTERSECT A RVIK SECTION E CURB AT ENIRVCES 1� L IP OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE 9VLL HAVE W'J' )K & A FACTORY MIA OR BE FIELD-MCOFIED As MCC EWE BY ilBE YY YAHFACTUER r0 MATCH THE EACH E CAW, SEE W-19-HMS PILES 2w.08 NO 20a.0) FOR METHODS OF IXST&UNKE OETECIABLE WMNWs ON A RMM. A.NN EDGE I PAVEMExi T AT Y .2 HIGHER THµ ATXX ,sNE AS TIP OF CURB TYPE C PARALLEL It PERPENDICULAR TRUNCATED °¢E .fi•-2., C-C O 00000 L 4 DOGG 0000000 i 00000 0000000 LNONE RNO 0 4 000000000000000 X F 1 00000 a 0 a 0000000 ----------00000 OEIECTVLE *ARMED d AT BICI{ OF WIE "-11- I VARIABLE FULL WIDTH OF RAP POOR SEE NOTE F. BµE DIAMETER 1 PAT L DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLEE WARNING DETAIL `VDOT A COPY E THE QTIGINK SEALED NA SIGHED MAWINp S GH FILE IN THE MITI EFICE. sPEGFICAIRN WAD ND M1WE STAB Ws CG 12 DETECTABLE WARNING SURFACE RI.. DS w2 (GENERAL NOTES) s1EET 1 E s ENTIGH DATE 2Oaq 0"" VIXGIMIA DEPARTMENT OF 1RNE(NTAnM M6 0 m FRAME SECTION FIN TIPS, AL ATTACHED RAMUSE,ON FINITE AND IMP U ORANGES OR DUAL pE9DFHTPI AND PNIw+pN SFRN¢4. 1'n15O' TE WR NO 40LARO EFTIWGS z OVAL SERVICE f O]MWESW . x Ble MALE PONE WLVUG Op APPNmSD ECTAL r EYES, x SPEEDSTER O FOR VM W ETAwEO O EA FAMILYVIA mIRENTEENIN T RILE XXERE ax IMwnnW METER 19 NOT PRDYYE0. SINGLE SERVICE N DIE: I) 8A➢OIF9 eXM1 SE VEFD ON PSL E. HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- NOTE,VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES e' MIN 2' TO 10' (2701 iB"- [-VALVE BOX 7 CO. FT. 1r+' #68 STONE, D P.S.I. CONCRETE- BASENFL;' 1, LOUT- :i AND THRUST BLOC-s(Ir�' BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE �fI WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADD17IONAL 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 SLDPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP X 6" SCOTT/R, CbI,LINSHZ No. 35791 .l % 2/15/21�i HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE d PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. Z O-I E r TYPICAL FIRE HYDRANT ASSEMBLY DETAIL O U f DO - N.T.S. FIG. 0 Z O J Ha F L u TD-8 ` EI z D / i LU COVER LIFT NOTCH Of a 2 3/e" c O C O E WATER u t u CAST IRON LID O NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, VJ TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES � (5/8" & 1" METERS) (5/8 -1 METERS) co TUTS NTS FIG. W-BA FIG. W-7 N ro-10 TD-13 co co Iw- SEWER SERVICE LATERAL CONNECTION NOTES: J 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 1 Q ? AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 12" INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE N J LATERAL PIPE SHALL BE AT LEAST OUT HIGHER THAN THE LOWEST PIPE CONNECTED C)^ LLI TOP (CROWN) ELEVATON OF THE THE TO THE MANHOLE. V/ 3000 PSI CONIC. BASE 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE N N Q BENCH SLOPED TO FLOW 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29Sol �Q LL SEE CHANNEL 1/4" 1' MIN (1/4' PER FOOT) 4 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN \ O ' DIAMETER OF 4". -�` W 5. ALL sFWEA LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. J BRANCH SALT E J TREADED J Azw FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL LEIBE CORED AND A FLEXIBLE CONNECTION BOOT ' oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 (4) 1• (25mm) DM HOLIES ON 32 3d4' (Bm 34m) DOA BOLT OI E. 1' F 1251 1 yr P' (Strom) LETRR4 (RECESSED FLUSH) i 1/2' [30nm] HGOVE PECESSE. RIAX) FINISHED GROUND 2 z 4 MARKER > a B U u J r I O PLUG END OF MAIN UNE SECTION SERVICE LATERAL J ^' \ V w 451 z Q W or) U Q ui Y ui ^_^ cl z] 2I f`- ( IN LINE WYE-TEE Lu PLAN z O VARIES W e U) ul Lu SEWER SERVICE LATERAL CONNECTION - F- LL^ N.T.S. FIG S LJ ( V _ N H TB-33 1,/2 I/DM (3YWA'J An - EGA , � r DJBnYR) LE2EARJ LI-RJ ° 26" - IB14m..CTION0 Isepnr FRAME SEr 1 O 0zz 131 S EL 3 1S 16' I- ORED 2 1 C S/9mm / C B>mm e \ [ 7 W `2 CAR Slmm 125' PIOx9ARs C 1ae / F- B35mm On m' C / �m 0.0. OF OKT 0 1 1/8' (2Bmm) DM 8099 C RI] B/16' Tmm [ 1 14mm SECTOR V go, em I ) YE Asswxr ETAIL 1800' ' "m] r SEW R mmau� C5 2sm-J� [4t61nm (6Dll mmA] "'7 1 1/B• (mMnm) DM eOU5 I6i'm] [117mm .E3 GIA STAINLESS STEEL. Roo 1/4' (6mm) DYE 3 1/8• PWW°Ten NEOPRENE CASKET []Bmm] PICKBAR & LOCIQ AG HOLE DETAIL NOTES; L ALL YAHHOIES WITHIN 100 YEAR FLOOCPWM OR LOCALES N AREAS 6UB,RL'T TO RMAIN(i 514LLL HAVE WAl6[pG4T MANE B. COSECS, 2 ALTERNATIVE OMM MR WATERTIGHT COMAS WELL BE COMMERCE, zT' DM 1 WKR9 BULL E FlX® To HOMES WEEK LOOKING GAS W SYMI:R ASSEMBLY. 15SWUl TYPICAL WATERTIGHT 25" CIA & 5mm ( 7 MANHOLE FRAME VE O.D.OF GASKET GWWE M O E F AM ESL CO R SECTION N.T.S FIG SH-E 70-32 Q W w %1 B' 1 1/Y �0�%// J mRT C3emm] LJ- 1 J �Q'F%) 1/2' I �+ IIONmI- 6• 7 O 7 OGE 0 DEW I/4' (Bmm) CCIA ASKET NUMEROUS A GASKET (M41R110%g %11 '41. PAR/FAOWB 015 S (Z) NI HIX 5/h11%E 1/2 55 PAR1j OMat2M PCM 5 ID IA) OD Ss PART Wvmpm nur xX g/o-1t zn xvu � rM Af4 W95fYB9S/8-11 2NWLII PLUG ASSEMBLY 0- On LOCK LUG ASSEMBLY JOB NO. 182154 SCALE N/A SHEET NO. 12 LOW PT STA: 23+84.00 LOW PT ELEV:736.79 PVI STA:24+34.00 -7r 00 n 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 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 25 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) + inch = 50 ft. SCOTT/R. CtTLLINSZ No. 35791 i�l 2/15/21 _i a Z Z o O� m C1 J H z O �� F u \ > o / < o IJ. .. Lu N � N � y N Cn n C`7 � M ® C3) N 17+00 s7+5o 18+00 18+50 1g+oo lg+5o zo+oo zo+5o zl+oo a+5o zz+oo zz+5o z3+oo z3+5o z4+oo zy+5o z5+oo z5+5o z6+oo z6+5o Ch Z LL i 770 770 ALSTON STREET PROFILE o � K:38.79 LVC,ioo.o 0 m O n M 0 m O N HIGH P STA: 21+72.50 w ° 0 �„ PROPOSED GRADE 745PV HIGH P ELEV:734.z5 m N a W 745 o PVI E LEV:732.89 INTER ECTION OF > m LL L Q > w STREET (ST :27.26 ALSTON . zz+z4) m Z w w L C:zzS.00 w/ FUTURE PRIVATE T AVELWAY 0 m w 740 O N w Ln Z g N a - 35 + 0) .. + H w V~ J N. OW PT STA: 1 +38.00 6i INTERSECTION OF vi U w ¢ 3 LOW PT ELEV: V 09.71 ALSTON STREET (STA. zo+zo) > 735 PVI STA 3. PVI ELEV:71 .5o .66 m w/ LITC w FORD ROAD ( TA. to+oo) '120% 735 PROPOSED VDOT IL LVC:igS.ol STD. CD-i TYP.) 0 0 00 PROPOSED VDOT z PROPOSED 8" CL. 5z DI WATERLINE H m 0 m N° PROPOSED / STD. CD-1 730 w mu^� GRADE 730 z:3' 6:z' v m w u W SED FIRE HYDRANT 32A m F w 5:0' (:APSOSEIBLY w/ 8"x6" TEE Ln 0 6A PROPOSED 8"x8" TEE 725 & (3) 8" G.V. 725 0 PROPOSED FIRE HYDRANT PROPOSED 8"x8" TEE PROPOSED 8" SANITARY- 4:1' ASSEMBLY w/ 8"x6" TEE & (3) - 8" G.V. SEWER CROSSING z N F- _Ln x PROPOSED VDOT i2A PROPOSED 8" SANITARY 720 Lu 10 STD. CD-i SEWER PROPOSED STORM SEWER CROSSING CROSSING 7 20 z Ob ROUNDABOU w Q YIELD POINT F U PROPOSED 8"x8" TEE ST 16+88 & (z) - 8" G.V. 715 7�5 EXISTING MAX. GRADE ROAD XISTING GRADE _ GRADE ILL INITIAL .o%FOR 50' TYP.)� 710 PROPOSED 8" CL. 52 DI WATERLINE 710 2.00 EXISTING 8" CL. 52 IA 8A DI WATERLINE \ \ 705 REMOVE EXISTING BLOW -OFF & 705 EXISTING TIE-IN TO EXISTING 8" DI WATERLINE z.5' 8"x6" TEE PROPOSED 8"x6" TEE TO EXISTING STORM (z) - 8 G.V. FIRE HYDRANT ASSEMBY SEWER CROSSING (1) - 6" G.V. ALSTON STREET C/L STA 1 +o8 DUPREE STF 700 EET C/L STA io Foo 700 On1 Ln O 00 O1 Ln M n'tDOl tH ^ N Oel O 0 00 0^0 .t 00 H 00 M O^l M M N^ N Ln H OM 0^) u n 00 w 00 O . •i00 r d w 1 . 00 '6 C 0 '1 't l O M . d M O .00 O0 01 O . rj O S 00 O r 0 0 ^H '1 O N H N N M M n M M M n M .t f n M00) n ^ ^ ^ ^ ^ ^ ^ ^ ^ HIGH PT TA:30+47.13 HIGH PT LEV:758-37 PVI ST :30+04.67 INTERSECT( N OF ALSTON STREET STA. + 1 LOW P STA: 34+01.6 765 PVI EL =V:758.98 LOW PVI T ELEV: 4-17 TA:34+14.17 6 7 5 w/ EMERGEN Y ACCESS ROAD (STA. io+oo K: i.o LVC 150.00 vvi-754 9 K:z6.z5 N r N VC:80.00 N ^� H N a v ]60 rv�i.i mjj PROPOSED GRADE `^„ U) �^„ 760 v v + w vm �w W ` w Le � o v NTERSECTION OF ALSTON 5 REET (STA. 26 ) u> m m >+ z �• > w 1.05� / DUNNAGAN DRIVE (STA. is+oo) 3.5 m l 00% 755 M N. 755 PROPOSED GRADE (TYP.) I L PROPOSED VDOT PROPOSED A PROPOSED 8"x8" TEE STD. CD-z HYDRANT AS! RANT OPREDFY'RwEH�xD & (1) - 8" G.V. 1 5' 750 "TEE ROPOSEDIAIR-RELEASE VALVE 1.4' 750 �$% 64A PROPOSED STORM PROPOSED 6" - 45°BEND ROPOSED 8"x6" REDUCER & 6" G.V. SEWER CROSSING FI L 6oA TYP.EXISTING 8" CL. 5z GRADE DI WATERLINE PROPOSED ]!+5 13 ROPOSED 6" CL. 52 DI WATERLINE 1.3' 5 oA 740 PROPOSED 8" SANITARY SEWER CROSSING 39 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 735 PROPOSED 8"x8" TEE735 & (3) - 8" G.V. PROP05ED5TORM SEWER CROSSING 730 730 I� D ul U1 ID f V1 N M d co N M ID H M 00 O Ln 00 H N O 1� M O1 n LD 00 It 1 Ln 01 H N It 01 M 00 I� M M 1� 'D Ol H It LdY 0 't 1� d d a' � 't ri ~ `t M ul `t l0 01 't 00 '� 00 M n d Ln n d Ln l0 M l0 H ul 0 L lA 01 d S Ql V7 d n ^ .t n 0t n u1 n ^ vi n ^ n n n ^ � ^ v1 n v1 n n ^ w n ^ w n ^ n u1 `t n ut 26+5o 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 ALSTON STREET PROFILE 2E iEMBLY PROP BLOW-OI PROPOSED F S U) 745 0 745 LOW PT STA: 22+0:t.2r LU m v LOW PT E EV: 719.42 Q PVI STA: 2+50.00 a PVI ELE :718.88 INTERSECTION OF PRIVATE ALLE (STA.14+47) z 0 740 K:1 "'7 740 w .1zzz FUTURE ROAD W+ 0 N GRADE I� al °+° r N M + EXISTING GRADE N mi 735 > 735 } > m J W + w PROPOSED GRADE PROPOSED TY BLOW-OFFAS n N rl ¢ 35' 9 MIN. 730 a 6' 730 J_ PROPOSED STOR J w X SEWER CROSSINi J W \ Ln O N 25 725 a � z H725 a 0- p LL r Ln JXROPOSED 8" CL. 52 DI V1 EXISTING ROAD GRADE PROPOSED 8"x8" TEE & (1) - 8" G.V. 720 -1.00% 720 DSED TYPE A VDOT STD. CD-2-� ROPOSED 8"X6" REDUCER F ASSEMBLY EXISTING STORM EXISTING STORM 5.8' SEWER CROSSING SEWER CROSSING ROPOSED 6" CL. 5z DI WATERLINE 7�5 1.4 1.0' 715 l.0 1 6, PROPOSED 8" SANITARY 4" CL. 53 DI WATERLINE SEWER CROSSING (EXISTING PROPOSED 6"x6" TEE STORM & (1) -6 G.V. PROPOSED 6" SEWER CROSSING 710 PROPOSED 4" zz.5° ROPOSED 6"x REDUCER y BENDS VERTICAL BENDS 7 10 VERTICAL BENDS EXISTING SANITARY SEWER CROSSING ,00.,E N 00 lD . N . M LD 00 .t W Q) ^ C. N M I� 6 .t M O N r! 01 ry) L%1 ,y H n n ^ n ^ n n n ^ n ^ r, ^ n ^ n n n ^ 10+50 11+00 11+50 12+00 12+So 13+00 13+So 14+00 14+SO 15+oo N Q LLI Q� W J J J > zLL O U) P-1 0� W L9 I— I LL] (V Z Q UJ J U Q uj PEA Y Q iEMBLY Lu U) W 06 M w W V QO Lu F--- z ATERLINE U) Q W W J 0 ® o N u F O uu a 0) JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 13 750 750 UT-1 745 LOW PT STA: 10+ . o N 745 L DW PT ELEV: 7 8.71 PVI STA:io+8o oo EXISTING GRADE Q PVI ELEV:729. 6 U) K:47 65 HIGH PT STA: 1+62.50 l o y LOW PT STA: io+i5.o LVC:45.00 HIGH PT ELEV: 731.38 O 740 LOW T ELEV:7z7.g1 PVI STA:11 40.0o Z w J 740 PVI TA:1o+15.00 ° m PVI ELEV:? 0.93 F o w PVI ELEV:727.86 1xi 00 N m K:47.6 w p K:2.So N ui w LVC:45. o w= W VGio.00 Ua _ O� O V) m W v1N �°� V1M Nm Z - :3735 735 �� �� Lu oui U oui V �; V >m >W m m EL---0-0 / 730 m w 94°/ 730 ROPOSED GRADE o z.00% 3.S iPOSED VDOT PROPOSED VDOT MIN. PROPOSED 8"x8" TEE STD. CD-2 STD. CD-1 & (1) - 8" G.V. 725 725 FILL (TYP. PROPOSED FIRE HYDRANT 1.4;8"x8" OSEDSTORM ASSEMBLY w/ 8"x6" TEE R CROSSING 720 PROPOSED 8" CL. 52 DI WATERLINE 720 PROPOSETEE & (z) - 8" G.V. INTERSECTIO14 OF LITCHFORD ROAD (STA. lo+ o) 715 w/ALSTON STREET (STA. 20 20) 715 Ln W m W IllN •t H N N N 00 O 00 O) M rj M N 10+00 10+50 11+00 11+50 12+00 12+50 LITCHFORD ROAD PROFILE 770 HIGH PT STA: 27+07.87 HIGH PT ELEV: 756.43 PVI STA:26+75.00 PVI ELEV:756.97 K:14.18 HIGH PT STA:30+23.25 HIGH PT ELEV:7s8.49 PVI STA:30+03.00 PVI ELEV:758.26 K:ig.i8 LVC:4o.So 770 LVC:112.50 HIGH PT STA: 22+7 .00 N OW PT STA: 2 2 7 N O tD � M HIGH PT ELEV: 74 34 + LOW PT STA: 24+78.00 $ N LOW PT ELEV: 55. 00 '^ moo N VI STA:22+2S.o N ¢ LOW PT ELEV: 750-37 OHO m Ln PVI STA:z8+8 .5o m u o ^ VI ELEV:747.8 PVI STA: 5+48.00 ^ +� ^ PVI ELEV:75 .41 N u M V 6 7 5 PVI ELE 1.o 7s 7 N "' .. U N "' U K: 8.o8 3 ^ U > m �^ U > 765 K: .82 V) w LVG1oo.00 wLu m wLVC m w F Q LVC:1 Fo.00 m w o n o^ o OFL'uu o a O M Ln ~ ID a W O I� ° o O N a 0) O lil 01 O ^ TIE-IN O EXISTING C ING LANE n w n^ O Q +^ + ixi ry U INTERSECTIONOF N U STA3o 23 760 L6 w n u u H n 6i n i PROPOSED GRADE > CLI G LANE (STA. 2g+33) w/ L i> 760 y m vi u Cu W H Ji > vi > DUNN GAN DRIVE (STA. 12+75) > m w O; > � m > m w 4-1.1-30/0 O Z m INTERSE &ION OF w CONNECT TO EXISTING 6" DI MCCO B STREET (STA. U _O a 25+81) -� WATERLINE w/ 6" 45° BEND U 0' I w LEXI LANE(S 391 + z ) 1.z2% 755 t7 LU EXISTING GRADE 755 z 3 PROPOSED VDOT 1.5' w 4.65% STD. CD-2 46A EXISTING 6" DI OF WATERLINE 75 0 z 3-5 75 O ur MIN. PROPOSED AIR -RELEASE VALVE PROPOSED STORM F 1. 1.4' PROPOSED 8"x8"TEE SEWER CROSSING PROPOSED 8" CL. Sz DI WATERLINE & (2) - 8" G.V. EXISTING ROAD GRADE,\� 68A PROPOSED PROPOSED STORM 48A 8"X6" REDUCER ROPOSED 6" 45° BEND 745 SEWER CROSSING PROPOSED 6" CL. 52 DI WATERLINEJ 745 3?$% PROPOSED FIRE HYDRANT PROPOSED 8"x8" TEE ASSEMBLY w/ 6"x6" TEE PROPOSEDSTORM f & (3) - 8" G.V. jrI ROPOSED 8"x8" TEE SEWER CROSSING & (1) - 8" G.V740 WATERLINE 740 EXISTING STORMPROPOSED SEWER CROSSING 8" CL. 52 DI REMOVE EXISTING BLOW -OFF & TIE-IN TO EXISTING 8"DI WATERLINE CCOMB STREET CLING LANE EXISTING 8" CL. 52 735 DI WATERLINE 735 lD N 00 ^ O N O O 01 N M O O Dl M 01 O VD M tD l0M Ol N H 00V 1 O N in 0000 O 01�1 y� M a0It Ln w l6 00 06 OJ OD O 6 N ul Dl M O O ul H M Li, ^ 6 ^ lD ^ Ln ul kD ul kD ul ^ lD 00 OD 00 °D Ol Ln It I 't 't ' �t 't .t .t 1 V1 11.1 V1 V1 ul ul V1 Ln 1 V1 � V1 ul ul � Ln 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 MCCOMB STREET - CLING LANE PROFILE H 00 + HIGH PT STA:12+33.13 HIGH STA: 3+4o.00 3 n HIGH PT ELEV: 7553HIGH TELEV: 75 -74 N a HIGH PT STA: 11+9s.25 PVI STA:12+08.13 PVI STA:13+15.00 mLn HIGH PT ELEV: 763-54 LOW PT STA: io+lS.00 PVI ELEV:754.83 760 PVI ELEV:751.24 W � F 76o PVI STA:11+70.2S Z LOW PT ELEV:746.94 K:12. 6 LOW PT TA:1o+ 2. o :1z. PVI ELEV: 6 .o6 O PVI STA:io+1 .00 LOW PT STA: 10+ 1 5 INTERSECTION OF 5 5 39 Z Q w K:1 . 63 PVI ELEV: 6.8 LOW PT ELEV: 536 7 LVC:So.00 JDUNNAGAN DRIVE (STA. 1z+75) LOW PT ELEV: VC:So.00 OLn LVC?o.00 w K:2. 04 9 PVI STA:11+o 46 5 ^ ^ PVI ST :11+0 00 Frm O ^ w Z5 Lu 5 5 7 m N M/CLING LANE (STA. zg+33) PVI EL V:738 56 o o a Ln Q LOW PT STA:1o+15.00 LOW PT STA: 1o+62.so 755 N m n It Lu 76o LVC:io.00 PVI ELEV:748 7o m " M 76o K: 6.02 m + ^ J 75 LOW PT ELEV: oz a � D, � O o, o o, LV 2 03 0o H U N U _ J At U LOW PT ELEV: 8.1z 759 u+ r z o m o m H LU H Lu 755 LVC:1o5.0o N m wLu L�i PVI STA:1o+15.0o PVI STA:11+o0.00 ^ x w N N a 5> w u 8, M v m v w 770 PVI ELEV: 8.o PVI ELEV:7s9 77 Hui Hui w z ]]O + . + ^ ^ a > 00 > :2 .. .. O O H 00 m w n + 00 Ae > 2.0 K:2.50 U U + H Lu v PROPOSElXi D GRADE 00 � Z H o% vC:lo.00 LVC:5.00 m >, z 755 m W ^ ^ 755 ". °o Fou °� o �°n N EXISTING GRADE m w � EXISTING GRADE J�C,�15 750 m w 750 765 N ++ 3 m LOW T STA:1o+15.0o w o w N w 765 PROPOSED VDOT LOW T ELEV: 736.81 > vi > Ji � > 1• STD. CD-1 3 PVI TA:1o+15.00 1.1' U m U w U m PROPOSED > "' O ]5j0 PVI ELEV:736.76 °ro m w m w 75 M. z:s' 03 GRADE MILL & OVERLAY 745 K:2.50 6• 67 745 EXISTING DRIVEAY PROPOSED 8"x8" TEE 760 4.690h 760 PROPOSED VDOT 0 2 pO� & (z) - 8" G.V. PROPOSED GRADE . w Fo+ilu�Lr>u 3I5' PROPOSED 8"x8" TEE MIN. 3'S STD. CD-2' !+7 ° m & (3) - 8" G.V. %0 2.00°/MIN. EXISTING 8" DI 1 o ^ 745 IL PROPOSED STORM45 Hui PROPOSED VDOTWATERLINEPROPOSED 8" CL. 5z INT RSECTION OF TYP.) SEWER CROSSING 740 > STD. CD-1 740 FILL DI WATERLINE STUBOUT DUNNAGAN DRIVE (STA.1o+o0)\_P >FPTOPC �'4PROPOSED FIRE HYDRANT 755 (TYPOROPOSED 8" - 45° BEND 755 w/ ALSTON STREE (STA. 26+93) 1.3 PROPOSED ROOF ROPOSED 8" CL. 52 DI WATERLINE ASSEMBLY w/ 8"x6"TEE INT RSECTION OF DRAIN CROSSING .00°7036AEMERGENCYACCESS ROA (STA. 1o+oo) ROPOSED8" 45° BEND REMOVE EXISTING PLUG 740 740 FILL (TYP.)&TIE-INTO EXISTING ROSED VDOTPROPOSEDSTORMw/ ALSTON STRE T (STA. 30+52) XISTING GRADE 7:040A8" DI WATERLINE PROPOSED 8"x8" TEE 735SD. CD-2 SEWER CROSSING 735 INT RSECTION OF 7SOPROPOSED 8"x8" TEE & (3) - 8" G.V. PROPOSED STORM LEXI LANE (PTA. io+oo) w/ SEWER CROSSINGLPROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8" SANITARY ALSTON STRE (STA. z4+o3) 1 735 SEWER CROSSING 735 PROPOSED 8"x8" TEE H C6 a m � o N N r�°.' ,a,. a °'+ & (z) - 8" G.V. 34A 730 n N ^ N� �'D �� °�10 O r! M S HO M M Ol ,m, V7 tD O 1� U ri Ol H '1 M l^ ^ Ol �O � Vl OOl N .'Yd VVul V] O M N Ol ^ IM ^ 000 MH S 00 ^ H n It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 ^ ^ ^ EMERGENCY ACCESS ROAD PROFILE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 DUNNAGAN DRIVE PROFILE LEXI LANE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 JCo ( IN FEET ) 1 inch = 50 ft NOTES: 1. ALL FILLTO BE PLACED AT95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 SCOTT/R. CtTLLINSZ No. 35791 i�l 2/15/21 _i a Z Z o O� m wz J F uu Lu C� u IJ. O y W � N � N � �H N L9 Adv C`7 ® CID 0) N 4 M Z o J Cn N Q w QC W J J J > zLL O U 0� Lu LL 0_ OLL] (V Z Q Lu J _ U) Lu U Q Lu Lu z � ul� Lu 06 cn Lu p LU O Lu � z a J~ `r) w Lu J ® o 0 N bF o w x a Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 14 740 740 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 ziA 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. VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 ( IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 200 ( IN FEET I inch = 50 ft. 730 725 MH-18 STA: o+80.77 RIM: 717.00 PROPOSED GRADE INV IN: 7o6.37TO MH-lg 720 INV OLIT: 7o6.17TO EX-MH-17 EX-MH-17 STA: o+oo.00 RIM' 712.83 INV IN. 705.7o TO MH-18 / EX. INV OUT. 705.50 II � 73.0 II 3.2', 705 8" SDR-26 PVC 76.77 LF Qa o.61% 700 POSED 12" YARD' IN CROSSING R z6PN 5�ro a,C) 2� 19� 8 01 co V) 1 l0 n N O 0, OD n N M l0 ^ In M 6 01 n 00 n n n � n ^n 0+00 0+50 1+00 1+50 2+00 2+50 MH-ig - EX-MH-17 PROFILE MH-26 MH-27 STA: 8+o2.36 STA: 8+66.98 RIM: 733-75 RIM: 734-92 INV IN: 723-45 TO MH-z8 INV OUT: 725.92 TO MH-2 735 INV IN: 723-45 TOM H-27 735 INV OUT:723.z5TO MH-z5 MH-25 ROPOSED 8" WATERLINI STA: 7+29.52 730 RIM: 726.00 PROPOSED STORM 730 INV IN: 71g.2oTO MH-26 SEWER CROSSING INV OUT: 719.00 TO MH-24 4�7' / 15 725 EXISTING GRADE 1.6' 725 0v D?- 85 VFC4� MH-24 60 61 S 720 RIM: 713-00 INV IN: 707.2o TO MH-25 INV OUT: TO MH-23 2(0 SCR Ca 5 720 707.00 (0 PROPOSED GRADE 715 3f 715 N. MH-23 STA: 4+6539 RIM: 706'00 INV IN: 696.2o TO MH-24 710 INV OUT: MH-zz 696.00 TO MH-zz y io9 710 PROPOSED CONNECTOR ROAD GRADE STA: 2+98.90 RIM: 702.00 MH-21 INV IN: 694.2oTO MH-23 IX STA: 1+66.76 INV OUT: 694.00 TO MH-21 705 RIM: 695'67 705 INV IN: 6go.37TO MH-zz N INV OUT: 6go.17 TO MH-20 / O 00 GQJC ry(o O F 700 p m � Ol hpQ �Ca 700 p ° O Oj z PROPOSED 18" SWM'D' ��� N o Z OUTFALL PIPE CROSSING yy�J 2 Lnn w Z W 695 695 PROPOSED 8" SWM'D' 8" SDR-z6 PVC LF OUTFALL PIPE CROSSING 2.7' 162.49 3 ' jC PROPOSED e SD Fly y 3% 690 OG OUSE 6g0 MANHOLE y28'15 8" DIP 162.76 LF Qa 3.40% 685 685 18" STEEL CASING PIPE REQUIRED AT ROAD CROSSING 68o 68o NM CMO 0M^1 O^ Sn m . 0^0 00 0^) O OM wM pIt Q1 O1 t n 00 0) o6 0) 0) •i O O 4 N O N M O t M O 6 CT) O 6 •i �N} ^,y O M 60) NM 1M11 W l0 l0 lD l0 O1 V7 O O n O p r` O ^ n •i n n ^ n n ^ n ^ n mVdt 0+00 0+50 730 MH-19 STA: 2+82.59 RIM:72533 INV OUT: 71533 TO MH-18 PROPOSED 65 WATERLINE CROSSING 720 3+00 715 710 705 700 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 76o STA:0+70.51 RIM:750.25 INV IN: 738.87 TO MH-43 755 INV OUT:738.67TO MH-36 MH-36 STA: o+oo.00 RIM: 747-75 INV IN: 735.95 TO MH-37 INV IN: 735-95 TO MH-42 INV OUT: 735-75 TO MH-35 PROPOSED 12" Y/ DRAIN CROSSING --+ 745 PROPOSED 8" WATERLINE Rosin G 6 740 735 s SpR• 09% 66.5 v 0 ^ M 0 n ^ n o+00 0+50 MH-27 - MH-20 PROFILE MH-43 STA: 1+26.42 R I M: 751.17 INV IN: 739.37TO MH-44 INV OUT: 739.17TO MH-42 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 MH-44 STA: 3+47.00 RIM:758.50 INV IN: 74o.7oTO MH-45 INV OUT: 740.5o TO MH- M H-45 STA:5+7o.49 RIM: 757.00 INV IN: 742.03TO MH-46 MH-46 STA: 7 INV OUT: 742.83 TO MH-, 33 RIM:7555533 INV OUT: 743.00 TO MH-45 RD / 51 XISTING GRADE PROPOSED STORM / -SEWER CROSSING 161 4,7' 8" DIP 8" DIP 165.84 LF Qa 0.58% 8" DIP 219.49 LF Qa o.¢% 216.57 LF @a o.52% 18" SDR-26 PVC 51.92 LF Qa o.58% m O .nt m l0 0.t d f.t W 0d, (n 00.t W fv100 MN Ovl 00 .00 .0J1 00 Li, Ln O� 00 p Ln N O N .t ^ n n ^ n n n n n n n n n n n n n n n ^ n n n 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 [VH-46 - MH-36 PROFILE 7+50 6 I'SCOTT/R. CbLLINSZ U No. 35791 i�l 0I, 2/15/21 _i CROSSING a Z Z o O� m C1 J � z O ti F u u \ n z o Lu C� o IJ. O y Lu N � N � �y N C7 V? s CID C) N co M z C:) Ila- rn N Q Lu cl� L / J J W J Q J z EE w � O 76o (V W Lu U Q W i U-) 755 w >- F z Q ulD Lu I- cn w z 750 i- Q LuLu �7 E � z 745 Q J ~ uw La J 740 U ® O CD N 735 u bF O uu p 2 CL In JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 15 C 0 U 0 0 E 0 765 765 CONTRACTOR SHALL PLUG EXISTING IN` MH-EX-g AND INSTALL PROPOSED CO EXISTING GRADE m a= 0 X00 = _ w O O 0 O 760 L, 4 0It " 76o 0 o N n 0~ n Z O `^t O V7 7 > > H^ O ^+� ZZ =¢i> ? O m ^ 3 .. O Ln 0_ z _� > 755 o m u) E z Z 755 co N 0 a1 'to 5. W O z z Z LnE W PROPOSED GRADE 750 1 h 750 PROPOSED STORM PROPOSI SEWER CROSSING I I MANHOL 745 jj 745 II 53 EXISTIN( k8"DR-26 INV. IN = PVC 8" SDR-26 PVC 62.31 LF @0.53% 47.78 LF @ o.63% 740 1.0' 74 8" SDR-26 PVC 74.3.o LF @a 1.86% /ERT IN TO NNECTION PROPOSED SWM OUTFALL PIPE CROSSING 735 735 N ry O 00 `,0 00 M N 00 0+00 0+50 1+00 1+50 2+00 C-49 - MH-EX-9 PROFILE :D SE E i8"DIP 743-79 MH-39 XISTING GRADE MH-41 M H-38 STA: 5+54.66 STA: 7+53.02 STA: 4+27.62 RIM: 757.17 MH-40 RIM: 756.67 RIM: 753.25 INV IN: 747.03 TO MH-40 STA: 6+44.70 INV OUT: 749.1 76o INV IN: 741.9S TO MH-39 INV OUT: 746.83 TO MH-38 RIM: 755-83 760 INV OUT: 741.75 TO MH-37 INV IN: 748.53 TO MH-41 INV OUT: 748.33 TO MH-39 MH- STA:2+82.1212 MH-37 / 755 RIM:747.75 STA:3+31.18 755 INV IN: 735.95TOMH-37 INV IN:735.95TO MH-4z RIM:748.67 INV IN: 739-45TO MH-38 PROPOS D GRADE INV OUT: 735J5 TO MH-35 INV OUT: 739.25 TO MH-36 i PROPOSED 12" YARD MH-34 MH-35 STA: z+ 8 �l 45 PROPOSED 8" DRAIN CROSSING 750 STA: 0+92.15 RIM:746.92 / WATERLINE 750 RIM: 741.67 INV IN: 734 7o TO MH-36 PROPOSED STORM 5 6 CROSSING 1 z' INV IN: 727.87T0 MH-35 INV OUT: z .6 TO MH- o 7 7 7 3 INV OUT: 734.5o TO MH-34 SEWER CROSSING g' SDR-z6 PVC 4'4 z6 PVC so4.3 2 LF @ 1.09% MH-30 PROPOSED 8" ROOF g^ SDR 745 STA:o+oo.00 RI M:737.58 DRAIN CROSSING 1 1 86-03LF 745 Pv C INV IN:7z7.2oTO MH-3141// 4.8 INV IN:727.2oTO MH-34 PROPOSED 8" a„SpRF �3.9I�0 INV OUT: 727.00TOMH-29 / WATERLINE 39 CROSSING 740 ,gzv49°7o C 740 PROPOSED STORM g2.44LF SEWER CROSSING 3,2 f"SDR-z6 735 45 06 LF PVC @ 7.3zo/a 735 PROPOSED 12" YARD DRAIN CROSSING V8" SDR-26 PVC s 9 e o0 43.28 LF @2.43% 730 s8 0 730 3a 6�'F W SDR-26 PVC 7�5 88.15 LF Qa 0.53% 725 S O 'D 0 't ^ 00 N ^ M 00 � N a ^ 1� ^ H M m O l0 a 00 VJ u1 `+ l0 d 01 N N l(1 Oo M 01 rn ' ^ ^ T Oo T M W M ^ O .T 01 ,"� �t H M �t M N N � U1 ^ O1 Ol N N H L(1 ul 't ^ V1 .0 O l0 ID 0 VJ Ln O1 L(1 � Q1 N � 01 l(1 � ^ M ^ ^ M ^ ^ ^ ^ ^ ^ ^ ^ S ^ ^ ^ ^ f ^ ^ y1 ^ ^ N ^ ^ ^ ^ ^ ^ ^ ^ ul ^ ^ ^ ^ ^ 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0+00 0+50 1+00 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. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 20 200 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MH-41 - MH-30 PROFILE i7TO MH-40 SCOTT/R. CtTLLINSZ No. 35791 i�l 2/15/21 _i a Z Z o O� H m tnC1 J H O z ti F � u \ V) o o 5+50 6+oo 6+5o 7+00 7+50 I ,,, MH-32 MH-33 STA: 5+15.86 STA: 6+z1.56 RIM:7S2.00 RIM:749.5o INV OUT: 747.00 TO MH-32 755 INV IN: 743.7o TO MH-33 INV OUT: 743-5o TO MH-31 MH-31 STA: 4+56.78 750 RIM: 745.83 750 INV IN:739.03 TO MH-32 MH-26 INV 0UT: 738.83TO MH-30 MH-z EXISTING GRADE STA:o+oo.o0 9 RIM:733-75 STA: 2+11.07 INV IN: 723-45TO MH-28 RIM:737.92 745 INV IN: 723.45 TO MH-27 INV IN: 726.2o TO MH-30 MH-30 NC 745 INV OUT: 723.25 TO MH-25 INV OUT: 726.00 TO MH-28 STA:73 77. a, spEtE 32kMo RIM:7-58 INV IN: 7z7.2oTO MH-31 y01J0 MH-28 INV IN: 727.2oTO MH-34 C STA: o+65-71 INV OUT:727.00 TO MH-29 v6e�y0°I° O 740 RIM: 735'50 � 74 INV IN: 724.03 TO MH-29 czO�<1 INV OUT: 7z3.83 TO MH-26 $ o`b hh. 735 PROPOSEDSTORM 735 t OPOSED 8" WATERLINE CROSSIN SEWER CROSSING C / !10 e�16h�o 33 h��F �6 730 610. y1ho 730 2.1' 7�5 8" SDR-26 PVC 725 62.71 LF C 1.280/b 8 56 LF Qa P 39% 8" SDR-26 PVC 141.3 61.71 LF @a o.62% 720 720 ID ^ 'i M Ol 00 V1 kD M 01 Ol M I� O ^ N �t H N ci ci 1� ^ N 00 01 M N 00 lD O n n V7 ci N Ln N m M't O � Ql kD M ^ ^ m 06 N lD ry 00 ul H 6 N M ,y M M M M M M N M M M M M M M .T M 't S S't U1 VlLn Vl N ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 o+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o MH-33 - MH-26 PROFILE O A C ® M O N co M z � Qi CN O J Ila- CY) N Q LJ 12� L/) J J w J Q J z LL W L~L J fV W Q w (f) L u U Q l!1 W F z Q ul U' Lu z w z a w w J � J ® O O N u bF 1 w O W [r 2 CL !n JOB NO. 182154 SCALE V:III =5' H: 1" = 5o' SHEET NO. 3.6 C 0 U 0 0 0 E O C EXISTING GRADE- STR:12B VDOTSOTD. DI-313 (L=1o') STR:18 VDOT STD. DI-i TP=730-58 TP=729.00 INV IN: 720.6o TO 18 INV IN: 7zo.85 TO zo INV OUT: 7zo.5oTO1z INV OUT: 7zo.75TO1zB STR:12 VDOT STD. DI-36 (L=8') STR:20 VDOT STD. DI-31B (L=8' TP=730-42 TP=728.42 INV IN: 724.42 TO 14 INV IN: 721.18 TO zoB INV IN: 720.z5TO 12B INV IN: 7zz.5oTO zz INV OUT: 719.58 TO io INV OUT: 721. o8 TO 18 730 PROPOSED 8" WATERLINE CROSSING PROPOSE 725 STR:z4 VDOT STD. MH TP=734.z5 INV IN:7z7.ozT0 26 INV OUT: 7z6.9z TO zz 00 m M J Q N M O 1 O F 0 N It NF Ln �- ^i Q F O00 F O Q N v ^ ul /� � -> �0 N F a 0 ° N . N i U) FZ I i�ZO F a» in FZZ _ M °/ p - 12 R�z17 10 15" RCP 720 27-74 LF @o.87% 18" RCP 18" 'RCIP22.32 LF @1.03% 27.78 LF @ o.go 0 18" RCP 7�5 zo.90 LF @o.7z% O ^ 00 N W W n n ^ ^ N o+oo 0+50 1+00 00 v�i 00 m Ol m rl M M N 00 ^ 1+50 2+00 2+50 STR-26 - STR-12 PROFILE o EXISTING GRADE 30 J STR:zo VDOT STD. DI-36 (L=8') 11 STR:8 VDOT STD. DI-313 (L=io') mTP=7z8.4z m rp TP=715.58 0 600 INV IN: 721.18 TO zoB 0 0 O 0 INV IN: 709.83 TO 10 p > O INV IN:7zz.5o TO zz N o INV IN: 7o8.10 TO 8B V) M INV OUT: 7z1.o8 TO 18 F- 735 INV OUT: 7o8.00 TO 4 ° 6 ]20 -mp 0 Q M ^ > m r,F Q ^ N > o ^ °mo ? 0 N 0 m ^ LnZ z 73° � CL 730 715 715 - PROPOSED GRADE ROPOSED 8" WATERLINE CROSSING ROPOSED 8" WATERLINE CROSSING 725 725 710 710 PROPOSED GRADE 1. z' 15" RCP 720 720 705 z8.04 LF @a o.82% 705 15" RCP 27.68 LF @ 1.16% XISTING GRADE 715 715 700 700 ul ~ ul � o ^ 0+00 0+50 STR-813 - STR-8 PROFILE n a N CO ^ N ^ o+o0 0+50 STR-zoB - STR-20 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. C` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 50 DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND C IN THE 2oo8 ROAD AND BRIDGE STANDARDS. EXIS- 4 740 735 8" WATERLINE CROSSING 730 725 15" RCP 29.74 LF Qa o.5o% 720 715 3+00 STR:46 VDOT STD. MH TP=757-9z INV IN: 751.25 TO 46B INV IN: 754.00TO INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o NV. I N=756.00 'ING GRADE 755 755 15" RCP 16.38 LF Qa 12.21% 750 750 ^ Ln PROPOSED VDOT STD. ES-1 0+00 0+50 CULVERT-i - STR-46 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 EXIT 740 735 730 725 720 715 710 INV. IN=7o3.0o TO UNDERGROUND SWM FACILITY'D' 700 695 STR:34B VDOT STD. DI-3B (L=6') TP=737.4z INV IN- 730.6o TO 36 INV IN' 730.6o TO 38 INV OUT: 730.5o TO 34 740 ROPOSED GRADE740 STR:38 VDOT STD. D TP=73533 INV OUT: 730.92 TO 3 735 735 TING GRADE 730 730 15" RCP 29.7o LF Qa 1.o8% 725 725 r M ^ m ^ o+00 0+50 m M Q o � oco0 F 000 M O oo N o O °0 m oo ^ 0 ���r 00 ^Z Z0 d >> > Vn FZZZ STR:4 VDOT STD. MH TP=715.58 INV IN: 707.75 TO 8� / INV OUT: 707.0o TO z 85LF 24 z•z9% 00 133• 24" RCP 46.37 LF Qa 1.79% 00 M N ^ 0) ^ ^ n 0+00 0+50 93 37 LF @P .79% 24" RCP 1z.54 LF �a 1.99% 0 J m M Q N a0 Ci 10 o F O� 0 000co� > u? �� M Nzp F a» LnFzz m m 0 m O o-" 0o F 00 Ln F N V O It N p N 3 0 ^ > o N N� N -Z ZO Ha»> LnFzzz z4 RCP •68% LF C� NG GRADE i� J m M N 0 NID O 00 0 0 O0 ,6 N p 0 0 ^ > o �' ii z O V) F- - RCP �5 i•74% 90.62 LF 15" RCP 104.11 LF Qa 1.03% 0 u m m 0 m 0 O F � F R ~ N ^ Q > N ^ ^ �F z z 740 STR:16B VDOT STD. DI-3B (L=6') TP=735,50 INV OUT: 727.5o TO 16 735 ROPOSED 8" WATERLINE CROSSING 730 i5" RCP 725 28.26 LF Qa o.81% PROPOSED 8" SANITARY SEWER CROSSING 720 L9 �t d ^ �t rl ri t0 N M N N M 01 00 N 00 �t O1 to rl to tD to ei 't ^ N O ei H N ri 'i M •i �D O ,y l0 O N •i H M 0) N H ri N Ol N O 'i M M M M N m f M m m ul M 1 M V1 M ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 1+00 1+50 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+50 6+oo STR-16B - SWM FACILITY'D' PROFILE 0 rl J m M 2 0 1O STR:3zB VDOT STD. DI-3B (L=io') Q m o O roan F- 000 TP=738.25 Ln o ° INV IN O No°o INV IN: 733.5o TO YD-z 06 0 mp ou 00000000 P IOT:7z9.67TO3z m 4�00 N0 o o75° °��zzz ~ a z z z z STR:3o VDOT STD. DI-3B (L=8') STR:36 VDOT STD. DI-3B (L=8') Ln0-z °,F---- TP=744.75 PROPOSED GRAD INV IN: 728.52 TO 32 INV OUT: 728.42 TO 28 745 STR:32 VDOT STD. DI-3B (L=1o')_ TP=738.z5- INV IN: 729.52 TO 32B INV OUT: 729.42 TO 30 I-1 740 4B STR-38 - STR-34B PROFILE 735 24" RCP 11.31 LF Qa 1.50% 730 INV. IN=726.83 TO UNDERGROUND SWM FACILITY'C' 725 IFAR 710 SCOTT/R. CtTLLINSZ No. 35791 � 2/15/21 a Z Z p C 0 H Ln m D Q J z O ti F u > ° � o �W/ 705 .. W N � N � y N ]00 ■ w 695 s M rn CV 6900! � Q i CN CT) J VJ I.L < Q o > Lu 0 dieJ J W > z J � Lu L9O ' � � w W 750 Q U) Q W Y = Lu 745 z Lu ED 8" WATERLINE CROSSING ul (n Lu 740 w � z a 735 ~ Q w 15" RCP w 15 RCP25% 33.z4 LF Qa 1.zo% J LF � Q � 16y'S3 � 730 ® o 15" RCP ON omzz.1' z4" RCP z4" RCP 33 57 LF Qa 1.1g% 424CP 174.39 LF @ 0 5z% z7.7z LF Qa o.54% 47-57 LF Qa o.88% 18" RCP PROPOSED 8" SANITARY 36.83 LF @a o.62% SEWER CROSSING 725 bF N l0 M M N M O1 M d H 0) 0) ry ^ ^ Vl ^ 01 1 W O ei N M O 00 00 N .t Q W m '4 ^ � ^ 00 ^ C6 l0 ^ O Ol M 'i JOB NO. 182154 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50 SCALE V:1"=5' STR-36B - SWM FACILITY'C' PROFILE H:1"= SHEET NO. 17 EXISTING GRADE PROPOSED 8" WATERLINE PROPOSED 8" WATERLINE CROSSIN TP=744-75 m INV IN: 737.6o TO 36B N 0 M M INV OUT:737-So TO34B MD F O 0 STR:34B VDOT STD. DI-3B (L=6') in F o F o 0 - TP=737 42 0 M . m I NV I N' 730.6o TO 36 > MnH INV IN; 73o.6oTO38 �..� � �mzo INV OUT:73o.5oT034 11 Ln Z Z 0 U 0 0 0 76o J m M mw Ww0 755 m o o 0 O ~ n F F Ln o N v1 n Q O tD ul w H 't N ^ o ^'r'tH X � 'z 0 " EXISTING GRADE LO a 0 Z_ z_ � ' �zzz »O �F„�zzz 750 �,?ww II 745 II II I� 740 735 ys' RCP y76.53 LF C 1.12°h 68 VDOT STD. DI-313 (L=6') TP=754-75 INV IN: 747.5o TO 68B INV IN:749.75 TO ROOF-13 INV OUT: 746.00 TO 66 O Ltl Ln N ^ N M 0 N ^ Ol M n n It n ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 Ls T R-68B - STR-EX-32 PROFILE O o N I I J_ J 2 N 't U m m °10 Un 00~ o vm 0°0 0 0`0 o l0 mO in ° 0 O O � �po O0 F0 o N Ln F O�-o O OO > M� �N lO1 U1 O > > 000 r, > oo ^ p O sFZ 760 o »> ^aF z o° 0O� 1O > O o �^ 60O o 0 zzz » >- ^0» �O aiz.. �F GRADEn aO^ STR:4TDI-3 10 in � rzzco^OEXISTING �5 I CL NV NS TO YD `Fn z z 750 50 -4 INV OUT: 748.17 TO 48 755 755 755 PROPOSED 8" ROPOSED 8" WATERLINE ----.PROPOSED GRADE WATERLINE PROPOSED G CROSSING CROSSING 750 2.7' 750 750 �3, PROPOSED 8" WATERLINE - CROSSING 18" RCP 15" RCP 745 99-52 LF @0.56% 34.7o LF @ 0.69% 745 745 ^ O N ^ a ^ ^ Ln ^ 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=757-92 INV IN: 751.25 TO 46B INV IN: 754.00 TO INV OUT: 751. oo TO 44 PROPOSED GRADE STR:46B VDOT STD. DI-7 76o rTP=757-75 INV OUT: 751.75 TO 46 EXISTING GRAD 755 PROPOSED 6" WATERLINE - CROSSING 750 755 1.5 15" RCP 33.59 LF Qa 1.49% 750 m � m Ln n ^ ^ o+o0 0+50 STR-4613- STR-46 PROFILE M d m 00 m ^ ^ 0+00 GRAD 755 750 11 r \24" RCP �� 48.25 LF Qa 1.04% z4' RCP 56.66 LF Qa 0.71% 745 . 00 n n rLn 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 J m 0 To YO STR:50 VDOT STD. DI-313 (L=1o') Ln 0 u F TP=749-00 0 0 INV IN: 741.52 TO SoB o O m INV IN: 743-50 TO 52 m 9 4�r INV OUT: 741.42TO28 ?zp 750 Ln F- z z 750 T PROPOSED 8" WATERLINE OPOSED GRADE CROSSING 745 745 EXISTING GRADE 740 740 18" RCP 27.66 LF Qa o.83% 735 735 N 0 N S ^ 01 't ^ o+o0 0+50 STR-5oB - STR-50 PROFILE 76o STR:68B VDOT STD. DI-3B (L=8') TP=754-75 INV OUT: 747.75 TO 68 755 PROPOSED 8" WATERLINE CROSSING 750 15" RCP 745 34.86 LF Qa 0.72% 740 735 4+50 STR:40 VDOT STD. DI-313 (L=8') • 755 EXISTING 750 24" RCP 61.03 LF @ 1.23% INV. OUT=743 75 745 PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED OUTLET OUTLET PROTECTION w/ FILTER FABRIC UNDERLAYMENT (L=20', Wi=6', W2=12', D=i.5') 740 TP=747-50 INV IN: 739-43 TO 4oB INV OUT: 73933 TO 28 76o °° J m T m 0 O0 o amIt Ln OOF 755 Lrn F F 0�m 2 0 0 � O1 I� O00 > O GOO ZN o EXP Ln 00 ?ZO G no° a>>>0 zzZ LA 750 000 0 > co � � �� °. N°O z z z = ^ Ha»» n F Z Z Z Z G 745 2OPOSED 8" WATERLINE CROSSING 740 735 730 725 )POSED 8" TERLINE 1. y8RCP LF � yoo'34 1107 z4" RCP 3'227.69 LF Qa 1.16% PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 54.76 LF @ 1.52% AU O+00 00 J STR:6o VDOT STD. DI-3C (L=6')00 m N N TP=755.08 J . N 0 LL ii s INV IN: 747.5o TO 62 m o O O ID INV IN TO 6oB "' o 0 STR:64 VDOT STD. DI-3B (L=8') in w m OF INVOUT:747.17TO58 I O TP= 6. OO STR:58 VDOT STD. DI-3B (L=6') o O F V) F m INV IN: TO 67B 749 43 4 > q) 9 � > m o^ TP=755-58 0 a INV OUT: 74933 TO 62 m ? �? 60 o INV IN:746.85T06o _ ^,� co v z z O> o o INV OUT: 746.75 TO 56 rl a > > in Fu m ^z0 inHzzz 0 0 1D a a^ STR: 6 VDOT STD. MH 5 j a zz n F zz > ^ �� D TP=752.67 - - 755 ,L,� a z 0> INV IN: 746.43 TO 58 a > INV OUT: 74633 TO 54 PROPOSED Fzz ROPOSED GRADE WATERLINE CROSSING 1. z' 750 ys' RCP 15" RCP 1.34.83 LF=j7zm yO4% 27.68 LF @ 1.16% 15" RCPI 745 24 RCP 32.18 LF Qa 1.03% 1.5' 13 8.65 LF @ 1.25% 24" RCP 24" RCP 48.14 LF Qa o.66% 44 05 LF @ 0.73% PROPOSED 8" SANITARY SEWER CROSSING 740 1� •d O N l0 0 ^ n N N ci d Ol ^ Ln ^ ^ ^ n ^ ^ n ^ n Li.,'t ^ ^ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 FSTR-64B - SWM FACILITY'B' PROFILE = O m �t 0 760 00 F 2 S Ln 00 0 F- F^, o > N �?^ rn^^F F O N ^ l0 ^ D J o O O n^ n z z O m m LL�m > 9 It F 't D z7 F vl a>>> FZZZ 00� o O O ^--0 76o 0O F a>>> STIR: o -0 0 o Ln I-- Ln FFF0 INVI 0 Q1Oia INVI o N marn^ > 0 ...r / INVI // INV ' ^Z Z Z 00 755 F a»» Ln FZZZZ GRADE a, RCr 60 y Qa 3• yyy y6\F vi N �n 00 m N 0) m 00 ^ 0O1 m ^ ^ �+ ^ ^ ^ ^ ^ ^ ^ rl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 Ls TR-46 - STR-28 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. ovfjJ 750 18" RCP 58.26 LF Qa 1.72% 745 DOSED 8" SANITARY ER CROSSING 740 rn Ln m �rl ^ ^ 3+50 735 730 725 76o DI-3B (L=10') m STR:Sz VDOT STD. DI-313 (L=1o') STR:52B VDOT STD. 00 TP=755.25 TP=755.25 0 0 �� INV IN: 748.02 TO 5zB INV IN: 751.00 TO ROOF-8 O O INV OUT: 747.92 TO 5o INV OUT: 748.25 TO 52 755 Ln N L, t 755 0 6? p O N M^ > 0 �� PROPOSED 8" VDOT STD. MH v ? z z p WATERLINE TP=746-58 a > > > z z z CROSSING N: 740.25 TO 50 Ln F N: 728.00 TO 30 750 N: 738.5o TO 40 1.2' OUT: 727.00 TO PROPOSED GRADE 745 15" RCP 745 z'7y% 27.63 LF Qa o.83% y63 33 / / 417' 740 740 RCP 18 y82% LF @ XISTINGGRADE 64•'16 PROPOSED 8" SANITARY SEWER CROSSING 735 735 730 730 725 725 V) N N S n S M ,M . N C. 0)It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 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. NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SCOTT/R. M-LLINSZ No. 35791 � 2/15/21 a Z Z o O� HLn CO rn J z O F u u ` > Z o / W < o n o y Lu N m Alv � N � �y N _rn C`7 ® M C3� N Nt M z o J UI m W N Q Ld J 111 J Q W I -I L.L 0 113- didQ uj W W`'' Q w Y = (/1 G � z � w O ul (n Lu DC � w � z U) a Lu W J� J Q � ® O O N u bF 0 w x 0 in JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. 10 wo 4 / - �/ __ --- _ _ - En LU J NOR ,w woo Mow�w ► _ - i' - -` _ YD-4D - - _ _t- 666 =w / -� / �, w /000 woo / - LOT w �� - \ OU LOT / I ♦ ♦ / ` \ \ LOT LOT Lor �s� ysz I - - - - _ 7 -w -uc _� w - Lni _ _ - LOT \ .01woo\147 5 _ ♦ _I •- _ 'LOT y46 --- i - - _ M ;. _ � �--� � �F � � _ e _�- - • \\ - // // / / \ - `j -- / MCCOMB STREET Z 0 1 LOT A4y _ _ \ 68 - o J H 4 LOT u4 ! ROOF r 4s TO i ♦ _ -/ % ❑ \ / or u 3 ROOFlio ' ! - - _ - F t �ICC me > F�1 / n` / / o J o Olga/ 1 / ` // I \ 48B "C NANE' ice, ROOF-i3 ❑\\ i \\\ „ �<h�t,� 1 \ o w woo woo ' _ _ _ DRAINAGE DIVIDE (TYP. _ -� -ram-48LOT LOT / \ R �/ ) WLU-- Lor � Lor s ss / \ e or yn _ - 54 w / / � � I '-�❑ � � �l� � � 3 Lor Lor ysa _- '\ � I a �� i. - � / CULVERTi 1 LOT I woo ♦ ♦ _ \ I F m r -_- I _ � \ \ ❑\ � •;� __ 40 i 3 _ YD-z6 Lor _/� Z / ' YD- E � ROOf-6 i I y OT YD-2F / / F - --- i y35 / 1 1 �\ _ / m/ h- YD- F � ❑, I y34 � _ _ ,- --- _ p YD 3G '� � 3 or now- J DT LOT LOT y ° Y L, 40°6 I 1 � ROOF ' 7 73 7 7s ��4 yzs I YD- B131 /\ / - - O > O 4- or Lor yz or L� 6 a or = Lor 1/ � � 38 � ,►� RAINAGE DIVIDE (TYP J / i j� / / ti I 9 1 f yy7 3 3 4oB LOT -�_ ✓� \\-- y '9� L9 /' ❑ --- ` - _ YD 6 _ oT LOr Cy) .5Alv - / // / YD_6 - or yyz yy3 _! SzB /m `�� +►_� 3zB 34B �L _ ' _ \ O ❑ / a 7 CY) 59 Cfi � - Or LOT / _ N STREETql N , °6 ROOF-iz ✓- I F\LSTO � �❑ \\ Lor Lor y°s ..+ ' ----- I I ``� \ ------ 1 - -.-- ------ 32 Co 7 � I 4 �RI'4�LC'�`-,;N i I-- L STO SPAT �, s ..LOT F 01 / OT D iA or 55 N J 76 7s 87 - Tao T 79,,., �'6T .�..ro� oT 5 ,L 6 � ❑ Lo 64 Lse 1 a - - a n I or sg ' ❑ O 60g \_ I .. -���- ,-- I I I - -"r - - - " ____ I -. I' I I i „n I /� � i kol I -t92; - 95 • LO � � LAr g6 - - \- 000 736 - ' O \ , / lb - --\ ®®7 ®® /® ®®c® �a ®-0.- 00 \ ®® I I_ _ �� - \ I � / / I � __�__-----J-------- r ❑ ------ ---- -- _ --__ ��__\ I ---\\ ❑ I \ ITS \ \ I - - - - - - -----1 ----- _ \I - ❑ ` SCOTT R. LINS� \ \\ I \ \ i / � �� ❑ I � 1 _, -� 1 I O'Z `\❑ \ \ \ - - ---------- - - - - - - - - - - - - - - - -- ---_---- U No. 35791 /--1 /' I❑- --- -� --- --- - _ - \ 2/15/21�4 1 ONAL / I /- - - - - - - - - - \ / _ _ sun --- oop / / 1 ROJECT BOUNDARY (TYP.) / / ❑ ---i . � 900 -- / YD-4C - / Structure Area (Acres) Cw t� (Min.) 54 0.09 0.45 6.0 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 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 ROOF-11 0.07 0.90 5.0 ROOF-12 1 0.07 1 0.90 1 5.0 _ I I I I ❑ I I I I I I I I _ I I ❑ - I Stmcture Area (Acres) Cw 4 (Min.) 30 0.15 0.75 6.0 32 0.24 0.75 6.0 32B 0.24 0.75 6.0 34 0.25 0.80 6.0 34B 0.12 0.70 6.0 36 0.11 0.70 6.0 36B 0.16 0.70 6.0 38 1.60 0.35 13.0 40 0.19 0.80 6.0 40B 0.17 0.80 6.0 42 0.13 0.80 6.0 46B 2.32 0.40 12.0 48 0.21 0.75 6.0 48B 0.36 0.75 6.0 50 0.22 0.75 6.0 50B 0.15 0.80 6.0 52 0.19 0.75 6.0 52B 0.16 0.80 6.0 CULVERT-1 0.26 0.60 8.0 YD-2 0.05 0.30 6.0 YD-2A 0.07 0.50 6.0 YD-213 0.35 0.50 6.0 YD-2C 0.20 0.55 6.0 YD-2E 0.10 0.55 6.0 YD-2F 0.13 0.55 6.0 YD-2G 0.10 0.60 6.0 YD-211 0.08 0.60 6.0 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-413 0.26 0.40 8.0 YD-4C 0.19 0.40 7.0 YD-4D 0.21 0.45 6.0 YD-4E 0.16 0.45 6.0 YD-5A 0.08 0.30 6.0 ROOF-2 0.07 0.90 5.0 ROOF-3 0.06 0.90 5.0 ROOF-4 0.04 0.90 5.0 ROOF-5 0.03 0.90 5.0 ROOF-6 0.06 0.90 5.0 ROOF-7 0.04 0.90 5.0 ROOF-8 0.06 0.90 5.0 ROOF-9 0.05 0.90 5.0 ROOF-10 1 0.06 1 0.90 5.0 Structure Area (Acres) Cw tc (Min.) 66 0.14 0.65 6.0 66B 0.62 0.45 8.0 68 0.07 0.80 5.0 68B 0.24 0.40 7.0 ROOF-13 0.08 1 0.90 5.0 v n \73 J / - a � - Q- _ '� or Q \ /v v �\ 71 0 oo-ojMp4 ioo' WPO BUFFERLOT ioo-YEAR ❑ \ --- ---- 30Q ®---_ o \ - PROJECT BOUND - _ _ - '\ ARY(TYP.) / o� /\ 8 -M \® --\--- \-'�- ----'- ®®®®�' ®®®®®®®® \oo®_-_ '\ 'i LOT / \\ ' \\\\ / ----- L ow LL] ® ®.. \ \� LOT ' LL ®®�® `� V / 67 � /'� \ �\ ❑ J \\ / /� \� \\\\\\\\ - /- oo \.\� \✓ LOT \\ � z 1 U) EXISTINGSTREA v o v,- v� ,v U Q ono®®or- ®® \ % voff v 00000000`" oo \ - - - - - - ® vvv.s v `v � v J LOT Y - % vv `v � v� rev W LU \0®v vvv v vvv`v Ul (n W \ \ \ \ vAv`LU LU \ \ ® / F- L0 ® ` ® / _ W LU I ) 1 Gpbo ®I �� vv vv A AV A A \A111 11 V AI 1 ®® �\ ®� ®®®®®® 9� I�I I ® O ❑ \\\ \\ \� \ ®®d o N \ v p �❑ V v\ 11� oo A /-v®�� - ®®9 ❑ / \V A A vv \\ �o® -- V A A v \ z \ / J ,mow, I O LU in JOB NO. G P SCAL v vv vvA�� v vvv ®®®®®®� / `\ _ 1-7-, ®0 / I 182154 6 12o a \ \\ \ \ \ \\ \ _ \ \\ 0 6® I I y SCALE 11 N ET ) / \\\ \\ \ ® ®® J_ - I. 1 IJ' `.. SHEET NO. Structure Area (Acres) Cw k (Min.) 8 0.13 0.75 15 8B 0.12 0.75 6.0 10 0.13 0.75 6.0 12 0.10 0.75 6.0 12B 0.26 0.55 8.0 14 0.09 0.75 6.0 16 0.32 0.75 6.0 16B 0.12 0.75 6.0 18 0.62 0.40 9.0 20 0.24 0.60 6.0 20B 0.15 0.80 6.0 22 0.20 0.40 8.0 26 0.09 0.40 8.0 YD-1 0.15 0.55 6.0 YD-lA 0.16 0.60 6.0 YD-lB 0.10 0.55 6.0 ROOF-1 0.06 1 0.90 5.0 inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr o for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100%capture is required at 6.5inlhr .2or gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. * gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth f0 inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. �T �Flr O ��� SCOTT R. LINSZ U No. 35791 � �� 2/15/21 �Q o��SSIONAL E�Gt ,,ww V) Z O u W Ce o U w W Z 0 W a g co (n J ,~-, .. H z w E O U VI Q o > z 0 O J � m J K w a W V) w W ¢ � o r N y y N Ln � N L9 C7 a� M N M C:) u� M N < / J J > H I--- LUw O 10�t Q U Y LU W W J LU J� �Q V O CD N z J 0 QL J Q z F� LL- I N U) Q z �L1L� `J z w J O a z O Q J D V Q V 0 z 0 F w Ln JOB NO. 182154 SCALE N/A SHEET NO. 20 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capaci INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c. � n o W � i. O Q a U C c d o o c o N � c � r o � a 33 � 0 Q � o ° o 3 v, C O � � C r= N II II � U � E 0 ii > � d ti � o 0 o rn rn 3 � w ni in in ui a o cf0i � 8 3B 10.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0676 0.0200 2.0 0.0833 4.1650 3.93 0.95 3.5192 0.1466 0.1593 8.40 1.19 1.00 0.63 0.00 8B 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 3.5192 0.1466 0.1608 8.08 1.24 1.00 0.59 0.00 10 3B 70.0 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 9.16 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 0.26 0.55 0.143 0.93 0.00 0.93 0.0551 0.0200 2.0 0.0833 4.1650 4.71 0.90 3.5192 0.1466 0.1520 9.55 1.05 1.00 0.93 0.00 14 3B 6.0 0.09 0.75 0.088 0.44 0.00 0.44 0.0214 0.0200 2.0 0.0833 4.1850 4.25 0.93 3.5192 0.1466 0.1564 5.15 1.16 1.00 0.44 0.00 16 3B 10.0 0.32 0.75 0.240 1.56 0.00 1.56 0.0120 0.0200 2.0 0.0833 4.1650 7.61 0.70 3.5192 0.1466 0.1226 8.54 1.17 1.00 1.56 0.00 16B 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0120 0.0200 2.0 0.0833 4.1650 5.27 0.87 3.5192 0.1466 0.1476 5.06 1.19 1.00 0.59 0.00 20 3B 8.0 0.24 0.60 0.144 0.94 0.00 0.94 0.0200 0.0200 2.0 0.0833 4.1650 5.71 0.84 3.5192 0.1466 0.1432 7.32 1.09 1.00 0.94 0.00 20B 36 8.0 0.15 0.80 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 6.66 1.20 1.00 0.78 0.00 22 3B 8.0 0.20 0.40 0.080 0.52 0.00 0.52 0.0200 0.0200 2.0 0.0833 4.1650 4.58 0.91 3.5192 0.1466 0.1534 5.49 1.46 1.00 0.52 0.00 26 3B 12.0 0.09 0.40 0.036 0.23 0.00 0.23 0.0694 0.0200 2.0 0.0833 4.1650 2.69 0.99 3.5192 0.1466 0.1652 5.45 2.20 1.00 0.23 0.00 30 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 4.62 0.90 3.5192 0.1466 0.1520 7.71 1.04 1.00 0.73 0.00 32 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0285 0.0200 2.0 0.0833 4.1650 5.81 0.83 3.5192 0.1466 0.1417 9.00 1.11 1.00 1.17 0.00 32B 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0285 0.0200 2.0 0.0833 4.1650 5.81 0.83 3.5192 0.1466 0.1417 9.00 1.11 1.00 1.17 0.00 34 3B 10.0 0.25 0.80 0.200 1.30 0.00 1.30 0.0200 0.0200 2.0 0.0833 4.1650 6.46 0.78 3.5192 0.1466 0.1344 8.73 1.15 1.00 1.30 0.00 34B 3B 6.0 0.12 0.70 0.084 0.55 0.00 0.55 0.0200 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 5.63 1.07 1.00 0.55 0.00 36 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0599 0.0200 2.0 0.0833 4.1650 3.68 0.97 3.5192 0.1466 0.1622 7.26 1.10 1.00 0.50 0.00 36B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0599 0.0200 2.0 0.0833 4.1650 4.23 0.93 3.5192 0.1466 0.1564 8.68 1.15 1.00 0.73 0.00 40 3B 8.0 0.19 0.80 0.152 0.99 0.00 0.99 0.0200 0.0200 2.0 0.0833 4.1650 5.83 0.83 3.5192 0.1466 0.1417 7.54 1.06 1.00 0.99 0.00 40B 3B 8.0 0.17 0.80 0.136 0.88 0.00 0.88 0.0200 0.0200 2.0 0.0833 4.1650 5.59 0.85 3.5192 0.1466 0.1446 7.10 1.13 1.00 0.88 0.00 42 3B 10.0 0.13 0.80 0.104 0.68 0.00 0.68 0.0524 0.0200 2.0 0.0833 4.1850 4.22 0.93 3.5192 0.1466 0.1564 8.09 1.24 1.00 0.68 0.00 50 3B 10.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0378 0.0200 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.1466 0.1476 9.21 1.09 1.00 1.07 0.00 SOB 3B 8.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0378 0.0200 2.0 0.0833 4.1650 4.73 0.90 3.5192 0.1466 0.1520 7.92 1.01 1.00 0.78 0.00 52 36 10.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0378 0.0200 2.0 0.0833 4.1650 5.05 0.88 3.5192 0.1466 0.1490 8.61 1.16 1.00 0.93 0.00 52B 36 10.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0378 0.0200 2.0 0.0833 4.1650 4.85 0.89 3.5192 0.1466 0.1505 8.78 1.22 1.00 0.83 0.00 58 3B 6.0 0.14 0.70 0.098 0.64 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 6.38 1.25 1.00 0.98 0.00 64 3B 8.0 0.26 0.75 0.195 1.27 0.00 1.27 0.0105 0.0200 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 64B 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 6.71 0.77 3.5192 0.1466 0.1329 6.59 1.211.04 0.00 66 3B 6.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0100 0.0200 2.0 0.0833 4.1650 5.48 0.85 3.5192 0.1466 0.1446 4.87 1.23 1.00 0.59 0.00 66B 3B 10.0 0.62 0.45 0.279 1.81 0.00 1.81 0.0100 0.0200 2.0 0.0833 4.1650 8.34 0.65 3.5192 0.1466 0.1153 8.94 1.12 1.00 1.81 0.00 68 3B 6.0 0.07 0.80 0.056 0.36 0.00 0.36 0.0438 0.0200 2.0 0.0833 4.1650 3.46 0.98 3.5192 0.1466 0.1637 5.75 1.04 1.00 0.36 0.00 68B 3B 8.0 0.24 0.40 0.096 0.62 0.00 0.62 0.0438 0.0200 2.0 0.0833 4.1650 4.24 0.93 3.5192 0.1466 0.1564 7.41 1.08 1.00 0.62 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr Tor spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a'. c t0 � � d d +C � O O N � � � O O p C O U L N I° $' m c � a E � o m � 3 � rn � E x N Q " ¢ a > U C'J d d rn 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 0.14 0.75 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 7.42 48 3C 10.0 combined flow 0.6 0.07 0.162 3.70 Maxim um allowable spread=8.75' left 0.18 0.75 0.135 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.15 right 0.18 0.75 0.135 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.15 48B 3C 10.0 combined flow 1.1 0.11 0.231 5.30 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 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 60 3C 6.0 combined flow 0.4 0.07 0.155 3.56 Maximum allowable spread=7' left 0.21 0.80 0.168 0.67 0.00 0.67 0.0010 0.0200 2.0 0.0833 4.1650 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 12.0 combined flow 1.4 0.11 0.248 5.69 Maximum allowable spread = 10' INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings C INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) D (IN) FLOW TYPE 18 DI-1 2.33 10.00 0.62 0.40 4.00 0.99 1.2 WEIR FLOW 18 DI-1 2.33 10.00 0.62 0.40 6.50 1.61 1.7 WEIR FLOW 18 DI-1 - 50% clogged 1.17 5.00 0.62 0.40 4.00 0.99 2.0 WEIR FLOW 18 DI-1 - 50% clogged 1.17 5.00 0.62 0.40 6.50 1.61 2.7 WEIR FLOW 38 DI-1 2.33 10.00 1.60 0.35 4.00 2.24 2.1 WEIR FLOW 38 DI-1 2.33 10.00 1.60 0.35 6.50 3.64 2.9 WEIR FLOW 38 DI-1 - 50% clogged 1.17 5.00 1.60 0.35 4.00 2.24 3.4 WEIR FLOW 38 DI-1 - 50% clogged 1.17 5.00 1.60 0.35 6.50 3.64 4.1 ORIFICE FLOW 46B DI-7 6.56 14.33 2.32 0.40 4.00 3.71 2.3 WEIR FLOW 46B 0 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 4.0 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 4.0 ORIFICE FLOW 60D DI-7 - 50% clogged 3.28 7.17 3.42 0.45 4.00 6.16 4.0 ORIFICE FLOW 60D DI-7 - 50% cloyed 3.28 7.17 3.42 0.45 6.50 10.00 4.0 ORIFICE FLOW STRUCTURE DRAINAGE D QN) FLOW TYPE RJLEC TYPE AREA (PT�I PERRvIEFER (FT) A (ACRES) C I (M/HR) Q (CFS) YD-1 12"NybplastYazd Inlet 0.43 11.19 0.15 0.55 4.00 0.330 0.55 WEIR FLOW YD-1 12"Nybphst Yard Inlet 0.43 11.19 0.15 0.55 6.50 0.536 0.76 WEIR FLOW YD-1 12"Nybphs[Yazd Is Design Storm Year = 10 Design Storm Year = 10 Design Storm Year = 10 T OF ��� SCOTT R. LINSZ U No. 35791 � �� 2/15/21 �Q oSS10NAL E�Ot POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN RUNOFF INVERT LENGTH v% ZZ O> u W O Ln O z O ce Q m � J F .. H z w E O U V) Q oi5 O z O w m J w a w w Design Year: 10 Project: Pleasant Green -Phase H Job #: 182154 Prepared by: AML, PE w o N y y N N C`7 ® M N co M Lj o c) N % J ®- > �, w n. � U Lr Y Lu zw _ � J w JJ rQ V O N ® O z J Q 0 J Q z � I N UJ Q z LL z w bF O a I ^ z O Q J V a V w 0 z w U) JOB NO. 182154 SCALE N/A SHEET NO. 21 STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 16B 0.12 0.75 0.09 0.09 6.00 6.35 0.6 16 727.50 727.27 28.26 0.0081 15 5.8 3.0 9.4 16 0.32 0.75 0.24 0.33 6.16 6.30 2.1 14 727.17 726.10 104.11 0.0103 15 6.6 4.7 22.2 14 0.09 0.75 0.07 0.40 6.53 6.20 2.5 12 726.00 724.42 90.62 0.0174 15 8.5 5.9 15.3 12 0.10 0.75 0.08 1.30 9.23 5.53 7.2 10 719.58 718.00 93.89 0.0168 24 29.3 7.6 12.3 10 0.13 0.75 0.10 1.40 9.44 5.49 7.7 8 711.50 709.83 93.37 0.0179 24 30.3 8.0 11.7 8 0.13 0.75 0.10 1.82 9.63 5.45 9.9 4 708.00 707.75 12.54 0.0199 24 31.9 8.9 1.4 4 0.00 0.90 0.00 1.82 9.66 5.44 9.9 2 707.00 703.93 133.85 0.0229 24 34.2 9.3 14.4 2 0.00 0.90 0.00 1.82 9.89 5.39 9.9 SWM D' 703.83 703.00 46.37 0.0179 24 30.3 8.6 5.4 8B 0.12 0.75 0.09 0.32 6.49 6.21 2.0 8 708.33 708.10 28.04 0.0082 15 5.8 4.3 6.5 26 0.09 0.40 0.04 0.04 8.00 5.81 0.2 24 727.17 727.02 29.74 0.0050 15 4.6 1.8 16.1 24 0.00 0.90 0.00 0.04 8.27 5.75 0.2 22 726.92 726.68 27.74 0.0087 15 6.0 2.2 12.6 22 0.20 0.40 0.08 0.12 8.48 5.70 0.7 20 726.58 722.50 147.12 0.0277 15 10.8 4.7 31.2 20 0.24 0.60 0.14 0.43 9.00 5.58 2.4 18 721.08 720.85 22.32 0.0103 18 10.7 4.8 4.6 18 0.62 0.40 0.25 0.68 9.08 5.56 3.8 12B 720.75 720.60 20.90 0.0072 18 8.9 4.8 4.3 12B 0.26 0.55 0.14 0.83 9.15 5.55 4.6 12 720.50 720.25 27.78 0.0090 18 10.0 5.5 5.1 20B 0.15 0.80 0.12 0.17 6.00 6.35 1.1 20 721.50 721.18 27.68 0.0116 15 7.0 4.1 6.8 YD-1B 0.10 0.55 0.06 0.06 6.00 6.35 0.3 YD-LA 714.00 711.33 65.80 0.0406 12 7.8 4.9 13.4 YD-IA 0.16 0.60 0.10 0.15 6.22 6.29 0.9 YD-1 711.33 710.33 47.80 0.0209 12 5.6 5.2 9.2 YD-1 0.15 0.55 0.08 0.23 6.38 6.24 1.5 8B 710.33 709.50 41.30 0.0201 12 5.5 5.9 7.0 INI.EF STATION OUTLET WATER SURFACE ELEV L. Do Q. ZW Ss, He JONCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV V. Ho GIN Vry Qi*VI V; /2g H; ANGLE He Ht 1.3Ht .SHE 722.32 27.68 15 1.10 0.000 0.01 0.9 0.0 20B 0.00 0 0 0.00 NA N/A 0.01 722.33 728.50 721.45 27.78 18 4.58 0.002 0.05 2.6 0.0 12B 3.8 2.1 8.148 0.1 0.03 11 0 0.05 NA 0.03 0.08 721.53 730.58 721.80 20.90 18 3.79 0.001 0.03 2.1 0.0 18 2.4 L4 3.319 0.0 0.01 76 0.01779 0.05 NA 0.02 0.05 721.85 729.00 722.05 22.32 18 2.42 0.001 0.01 1.4 0.0 20 1.1 4.1 4.488 0.3 0.09 75 0.15631 0.25 NA N/A 0.27 722.32 728.42 723.50 147.12 15 0.66 0.000 0.02 0.5 0.0 22 0.2 0.2 0.036 0.0 0.00 24 7.2E-05 0.00 NA 0.00 0.02 723.52 731.92 727.68 27.74 15 0.21 0.000 0.00 0.2 0.0 24 0.2 0.2 0.036 0.0 0.00 37 0.00013 0.00 N/A 0.00 0.00 727.68 734.25 728.02 29.74 15 0.21 0.000 0.00 0.2 0.0 26 0.00 0 0 0.00 NA N/A 0.00 728.02 734.25 709.50 28.04 15 2.01 0.001 0.03 1.6 0.0 8B 1.5 5.9 8.56 0.5 0.19 0 0 0.20 NA N/A 0.22 709.73 715.33 704.60 46.37 24 9.89 0.002 0.09 3.1 0.0 2 9.9 3.1 31.14 0.2 0.05 51 0.07235 0.16 N/A N/A 0.25 704.85 705.50 705.53 133.85 24 9.89 0.002 0.26 3.1 0.0 4 9.9 3.1 31.14 0.2 0.05 66 0.08466 0.18 N/A N/A 0.43 705.96 713.00 709.35 12.54 24 9.89 0.002 0.02 3.1 0.0 8 7.7 2.4 18.65 0.1 0.03 73 0.05624 0.13 NA N/A 0.15 709.50 715.58 711.43 93.37 24 7.66 0.001 0.11 2.4 0.0 10 7.2 2.3 16.39 0.1 0.03 0 0 0.05 NA N/A 0.16 711.59 723.58 719.60 93.89 24 7.18 0.001 0.09 2.3 0.0 12 4.6 5.5 25.13 0.5 0.16 7 0 0.18 NA N/A 0.28 719.88 730.42 725.42 90.62 15 2.46 0.001 0.13 2.0 0.0 14 2.1 1.7 3.527 0.0 0.02 12 0 0.03 NA 0.02 0.15 725.57 734.00 727.10 104.11 15 2.08 0.001 0.11 1.7 0.0 16 0.6 0.5 0.266 0.0 0.00 72 0.00205 0.01 NA 0.01 0.12 727.22 735.42 728.27 28.26 15 0.57 0.000 0.00 0.5 0.0 16B 0.00 0 0 0.00 NA N/A 0.00 728.27 735.50 a � --_---- 11 11 1 1 11 • ®�®� '®�------_- POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. 743.60 34.85 15 1.62 0.001 0.02 1.3 0.0 66B 0.00 0 0 0.01 NA N/A 0.03 743.63 749.83 741.52 176.53 15 3.43 0.003 0.50 2.8 0.0 66 1.6 3.8 6.096 0.2 0.08 2 0 0.11 NA N/A 0.61 742.13 749.75 745.00 206.62 15 1.35 0.000 0.09 1.1 0.0 68 0.6 0.5 0.276 0.0 0.00 75 0.00213 0.01 NA N/A 0.10 745.10 754.75 748.50 34.86 15 0.58 0.000 0.00 0.5 0.0 68B 0.00 0 0 0.00 NA N/A 0.00 748.50 754.75 749.46 56.66 24 13.28 0.003 0.20 4.2 0.1 60B 11.5 3.7 42.44 0.2 0.07 4 0 0.14 NA N/A 0.34 749.80 754.67 750.10 48.25 24 11.55 0.003 0.13 3.7 0.1 60D 3.9 12.5 48.14 2.4 0.85 0 0 0.90 NA N/A 1.03 751.13 754.50 745.10 61.03 24 17.42 0.006 0.36 5.5 0.1 54 17.4 5.5 96.58 0.5 0.17 19 0.04774 0.33 NA N/A 0.70 745.80 749.50 746.20 138.65 24 17.42 0.006 0.82 5.5 0.1 56 17.4 5.5 96.58 0.5 0.17 79 0.29121 0.58 N/A N/A 1.40 747.60 752.67 748.03 44.05 24 17.42 0.006 0.26 5.5 0.1 58 17.0 5.4 91.87 0.5 0.16 78 0.27701 0.56 NA N/A 0.82 748.85 755.58 748.85 48.14 24 16.99 0.006 0.27 5.4 0.1 60 13.3 6.5 86.87 0.7 0.23 2 0 0.35 NA N/A 0.62 749.46 755.08 749.46 32.18 15 3.91 0.004 0.12 3.2 0.0 62 3.0 2.5 7.533 0.1 0.03 2 0 0.07 NA N/A 0.19 749.65 755.33 749.65 134.83 15 3.04 0.002 0.30 2.5 0.0 64 1.8 1.5 2.687 0.0 0.01 87 0.02244 0.06 NA N/A 0.36 750.01 756.75 750.43 27.68 15 1.82 0.001 0.02 1.5 0.0 64B 0.00 0 0 0.01 NA N/A 0.03 750.46 756.75 742.52 27.66 15 4.74 0.005 0.15 3.9 0.1 SOB 4.1 8.3 33.8 Ll 0.37 0 0 0.43 NA N/A 0.58 743.10 749.00 741.25 64.16 15 7.58 0.014 0.88 6.2 0.1 50 4.7 5.3 25.3 0.4 0.15 8 0 0.30 NA N/A 1.19 742.44 749.00 744.50 163.33 15 2.05 0.001 0.16 1.7 0.0 52 1.2 0.9 1.088 0.0 0.00 90 0.00964 0.03 NA 0.01 0.18 744.68 755.17 749.02 27.63 15 1.16 0.000 0.01 0.9 0.0 52B 0.00 0 0 0.00 NA N/A 0.01 749.03 755.17 755.00 16.38 15 0.91 0.000 0.00 0.7 0.0 CULVERT-1 0.00 0 0 0.00 NA N/A 0.01 755.01 758.33 752.25 33.59 15 4.64 0.005 0.17 3.8 0.1 46B 0.00 0 0 0.06 NA N/A 0.23 752.48 757.75 748.47 99.52 18 4.96 0.002 0.22 2.8 0.0 48 4.1 3.3 13.6 0.2 0.06 82 0.11359 0.20 NA 0.10 0.32 748.79 755.25 748.93 34.70 15 4.09 0.004 0.14 3.3 0.0 48B 2.6 5.1 12.9 0.4 0.14 0 0 0.18 NA N/A 0.32 749.25 755.25 740.10 54.76 24 8.47 0.001 0.08 2.7 0.0 40 7.7 2.4 18.65 0.1 0.03 84 0.06083 0.12 NA 0.06 0.14 740.24 747.50 741.03 27.69 24 7.65 0.001 0.03 2.4 0.0 40B 6.7 3.8 25.77 0.2 0.08 87 0.14945 0.25 NA 0.13 0.16 741.19 747.50 741.19 100.34 18 6.75 0.004 0.41 3.8 0.1 42 5.8 3.3 18.79 0.2 0.06 7 0 0.11 NA 0.06 0.47 741.66 750.92 744.30 111.16 18 5.76 0.003 0.33 3.3 0.0 44 5.0 4.7 23.24 0.3 0.12 88 0.22498 0.39 N/A N/A 0.72 745.02 756.00 751.00 58.26 15 0.91 0.000 0.01 0.7 0.0 46 0.9 8.7 7.887 1.2 0.41 0 0 0.41 N/A N/A 0.43 751.43 757.92 740 740 765 765 76o 760 HT. OF / OBJ.=3.5' 755 LINE OF SIG HT 755 \j 750 T. O 750 / EYE= .5' go / / 745 \S� P% 745 NT S\ / ROPOSEGRADE \ 740 aw, EXISTING GRADE 740 HT. OF OBJ-3.5' / 735 735 O 00 00 ry l!) M O 00 r,1 N n 1p 00 01 V1 H I, N N 00 O) H ul O � d Ln M .t N O Vl M rl lLl rl W m 00 O) m M 0 rl a a N rl a ' O S 1p M a ^ L!) a .t cj N f+1 V) S 00 r rl ^ rl n n r 0+00 o+5o 1+00 i+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+5o DUNNAGAN DRIVE & ALSTON STREET INTERSECTION SIGHT DISTANCE PROFILE 750 750 HT. OF O BJ.=3.5' 745 745 \ \cyT\ 740 \� F,\ 740 \ INE OF SIGHT FUTURE ROAD GRADE 735 735 HT. OF XISTING GRADE EYE=3.5' \ \� 730 \ cyT 730 \SST 7�5 PROPOSED GRADE \ 7�5 H .OF 0131=3.5' 720 720 lO l!) V) N 00 ^ M N N N O 0. p) M n n n n n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 76o VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch - 5 ft_ HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 76o HT. OF OBJ.=3.5' SIG T DISTANCE=2 LINE OF SIGHT o f 755 HT. O EYE=3 — 755 SIGHT STICE=28o' EXISTING GRADE HT. OF OBJ.=3.5' 750 750 PROPOSED GRADE 745 745 1,0 .+ N CID .t N N 00 O N O 0) .t 1p to U) Ln L n n U) n W n M o n n m 0Dn 't n n n rinrl n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 770 i HT. OF OBJ.=3.5' 735 T 0\51 735 s\ i / 730 LINE OF SIGHT HT. OF' 730 YE= .5' / PROPOSED GRADE 725 0 725 720 / 720 XISTING GRADE 715 / 715 HT. OF OBJ.=3.5' 710 710 705 705 W V) In O N O) Q) m N 1p N O) N M M m N ld N 1� O) o) M S o OJ 'i ry N 1� In vl O o rl 'i ri ci 11 f M LC) N O ^ N ri '� N O N N 1p O 6 N M Ol M N M �y N M M f+l M M M M M M M M M r rl 20 755 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SCOTT/R. CtTLLINSZ No. 35791 i�l 2/15/21 _i a ZZ o 0 F�1 � m D J I, Oti F u \ > o W u I UIN 5 I Ktt I IN I tKStC. I IUIN 5)IUH I U15 I AIV(..t F'KUF-ILtCD W N � N � 755 N 750 750 _ / OF BJ.=3.5' TOT 745 o / �% a/ 745 j �S� S\GN / LINE OF SIGHT / 740 740 C o� HT. O EYEr.5' SIGH�STA HT. OF _ EXISTING GRADE OBJ.=3.5' 735 / PROPOSED GRADE / 735 730 730 1p V7 00 1� N M O) rl N I, Ol M O) n N .t O) M I, S M N 1� rl M O M M Itry m lD H M M M M M M m m M M m M m ri m M H M m M m (\ m M ^ O) m m d, 0 O •i 1 rl ri O) . t M Ol 00 M m CO M n ^ n ^ n ^ n ^ n ^ n ^ n ^ rlr, n ^ rl ^ n rl n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LEXI LANE & ALSTON STREET INTERSECTION SIGHT DISTANCE PROFILE L9 ILL C`7 M C) N M z QI �� o J N Q > 0 J J W Q J LL O -j (V W Q Wu Z _ (n U Q � Y V1 Lu 0 770 � LLu F - 765 765 HT. OF OBJ.=3.5' _ /GHTDI STANC=8o LINE OF SIGHT 76o 7 1 76o HT. OF SIGHT DISTANCE= 8o' EXISTING GRADE YE- .5— \ f HT. OF OBJ.=3.5' 755 755 PROPOSED GRADE 750 750 O) W OD 00 0m ^ O 00 m D0 ld) trnol n Cl n N n 00 n n W) I W)Ln ^ n ^ n ri ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo ulU) Lu z LU Lu (/1 U) z J~ `r) F- LU W JJ 0 ® O 0 N u GF w O uu a Ln JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 22 T OFIr 765 765 0 1� 0 SCOTT R. LINS U No. 35791 � l� 2/15/21 �Q o��SSIONAL E��t-�T ------ En Z w 0 U V) (� Q �/ / oi5 Z Z o ¢ o O��' H Ln D z 0 J u z ti O I Z J � ry Q WCID J Q LU VERTICAL GRAPHIC SCALELU 0 5 0 2.5 5 10 20 11J o+oo o+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 > ( IN FEET) EMERGENCY ACCESS ROAD & ALSTON STREET INTERSECTION SIGHT DISTANCE PROFILE I inch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 775 775 o IN N IN ( IN FEET ) I inch = 50 ft. N 'i '-I N Ar C'7 ® M CA CV M z � Qi U C) J Ila- m CV Q > 0 LU J J w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Q z LL H� EMERGENCY ACCESS ROAD & CLING LANE INTERSECTION SIGHT DISTANCE PROFILE LU `L —j (V w Q w V Z U Q Q I— Y 111 � z � w � w L7 cn LU � z a w w JJ ®� 0 CV u bF o w a Ln JOB NO. 182154 SCALE V:i"=5' H: 1" - o' SHEET NO. 23 LINE OF SIGHT 760 � HT.O EYE= SIG T DISTgNCE= goy ]60 .5' TOTBJ.=3.5'0 755 755 � PROPOSED GRADE HT. OF / \ OBJ.=3.5' 75� � 750 XISTING GRADE 745 745 740 740 .t `"� 00 M � O ri O M Ol m m N ci OD 1p to � N Ol O O Ol � O l!1 � ci � 111 V1 S O m �t 1� 01 � rl � V1 � M � N l!1 v1 tD � V1 � V1 � N O � � � � n n n n n n n n n n � n n n ^ n 770 — SIGHT DISTANCE= g0� LINE OF SIGHT 770 OBJ.=3.5' \ THO= 765 .5' sf�rDisr CE�2 765 � HT. OF OBJ.=3.5' ]6o EXISTING GRADE ]60 755 755 O ao O rn Ol m N o0 O m N w � a 01 N .i o O 0 N of vl o6 � n �o � �o r` �o � w �o �o r` � r\ � � �n r\ �n � / (u) LSR STREET TREES ALONG 758 MCCOMB STREET / CLING LANE SCOTT/R. CtTLLINSZ No. 35791 i�l 2/15/21 _i I LOT ;�— - LOT 153' \ Y l LOT _ LOT 1 LOT / \ LOT 157 1 ri - / J v m LOT LOT 158 / - -/ n / \ \ - - - - _ I ) \\ /o ?sC /oo OC w rn LOT LOT 160 159r' " - - / - - - _ - / / \ r� PHASE / V' o C 16z 161 -� / J / \ \' ��¢ O / / / i/. y O u (6) LSR STREETTREES / s�9o'�iF z o ALONG LEXI LANE _ / \ \ 90 Jam_ \ �\ / / / / 0� jLOT < -'� 165 -- _ J.- ••,.:,'\\ / // /) \\ a ` csaP�F�T \\ \ / / W a ��- LOT _ \ -•,' / /� �`'.'' ,'.'-`a@ - - - - \ - \ \ \ / f r. -,' ` \ / - - 1 / / / -e - �,u s L07- - OPEN SPACE ••':': `' :,-'? • { � / / LOT / / / � \ • � v � 1 � \ / i� o (0.37AC) II LOT 1 \� ;.j`-,'.� I 182 I ny / I in //' ��\ \\ / f < \\\ \• � ��\\�--- �--== �l / L i � �• I I LOST/ � _ ,;:I� 3 �� / _ \ \\ —_/ / \ \ \ � ',,`� -------_—_,� /; ( Lor =ol o y LOT i I i li \ PHASE III In 746 y'..I 180 (7) UAP STREET TREES (FUTURE) � (7) LSR STREET TREES - � -1 ALONG LEXI LANEaT � m p ALONG DUNNAGAN DR * + LOT 1 � 1 - `LOT LOT LOT LOT 10 a - �71 �72 173 374 1 LOT I _ 17$ LOT - - -- - - 1177(4)ASL STREET TREES ASL STREETTREES ✓ ALONG LITCHFORD RD = I ALONG ALSTON STREET ' v ✓ -�+�E r �' --_ + . •"-� yam. -1 1 / \\ \ \ ' — I/ / / f, //�,�X\ \ 728 y M \ (3 o) UAP STREET TREES 736 \ALONG ALSTON STREET p x z UAP STREET TREES `4 x \:- - ALONG LITCHFORD RD, x / - _ 59 / M / ROP a Akc 75° = 7�21 / 7s8 - - I -----� : y� LOT OPEN SPACE � / `✓ y 1 � ei LOT ' ' • ' �. •� : � � � � - ' � :EXISTING � r / __83 _• LOT ��•' 76I 7g1 I f•.•, LOT / (0.04AC) / - OPEN SPACE 82 81 i 4;! LOT I LOT / 1 80 I 7aI LOT .,�-), / - 6 �/ _ - 3 j aT 38 0.19 AC -- ) r - { 79 LOT LOT LOT / • . OT 733TW .\ 734 I � I. I ---�i - — i -- ,i •\• •'\. �, LOT TW z7BW ']2°- - �° _— -�_.. / -_. i it - I � .. •,°:. •'t. ,'.., / 74 y 732 73 — — r % ' — — / x / v, 4 W OT j 5 / -,_ v '� � f-' '• --d' ••y•/� _ LOT i/� � /� �� �✓ / .-. ' ..\�`�• 7z � - - / / '-=-J L--- V -v - T`:OPENSPACE�'- y �� 73 � �� _• � M / � / 7zo \ (0.33AC) C. LOT w V A —' -- --- _ 7 — PROPOSED TREE- ----��\ :; v�:•;;.':•'.�v v / /� �� ��4 �.� v• �. „x�0� Oo 00o- / PROTECTION FENCING / y _ - - LOT v A y � � --r -- � ,�.•,. -. ,.. -----�/ l �.-� yam.. / � // 71 L \ � PHASE II ,� \ ------- / \\�' o 000 - - �5..,. j '� / LOT 70 - - - - -■N\ �� ��0®@Zo5C�@OOOQobS�0O0o0°�� - '`_-_! j`•=•''.' �: _ = \ - // / ///\ �' 1'a //� -- w - OQzooCe0 00o000o0O(a - \ Z-w LU UV)(\ \ \// �Xi--\�..j/—-----"�.. .r, 120 / ,6 Lu _\_L---Y \� /% \ — — y/ — \ - - LOT PROPOSED LIMITS OF j v �y 68 TREE CLEARING (TYP.) LANDSCAPING NOTES: 5 - v - / �' - - -' / V �� /� ` LOT 1. 1 LARGE STREET TREE PROVIDED FOR EVERY So'OF STREET FRONTAGE. \ % _ / \ \ % != LIMITS OF STREAM o °B/ 7 \ z. STREETTREES SHALL BE LOCATED io' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. �� ROPERTY LINEv STREET TREES SHALL BE LOCATED 1o' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY v - - - - - - - - v - BUFFER (TYP.) FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 6'. STREET TREES MAY BE PLANTED ON TOP OF DRAINAGE PIPES INSTALLED AT A DEPTH OF 6' OR GREATER. \ \ \ ' 1 \. \;\ - �: / - \\ 0\ \ \ \ LOT X b 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING 66 r OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE \ \ XISTING STREAM OVERALL HEALTH OF THE PLANT. 0 4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES v v _ % v y.__ , - w v �. A 0 V A AV / �:' LOT SHALL BE MAINTAINED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES)DO �Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo 00 Oo Oo Oo Oo Oo \ \\ \ ! \ - \ \ \ Q \ \ I \ \ / / 65 AND ACCOMMODATE PEDESTRIANS. (� - - - O Oo o \ \ \ / - - I -I \ \ / \ \ �° Oo S. TOTAL STREET FRONTAGE = 5,542' I O D \ - \ h \ / S •; : REQUIRED STREETTREES: 112 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) - - \ / \ OO - \� \ loo YR FLOODPLAIN OO PROPOSED STREET TREES: 117 - ' \ - U° o \ OoOo \ \ / . •-�'. •; - oo STREET FRONTAGE ALONG ALSTON STREET (PORTION OF): 3,085' _ ' - - - - \ \ \ Z Oo \ - \ \ •; •\ REQUIRED STREETTREES: 62 _ - - - - - - - - - / \ \ \ O po \ \ \ \ 00 \ \ \. :•' \'. PROPOSED STREETTREES:64— — — — — — — — '\� \� \ ` �OQOOo y _ \ \��\�I �OOOo o. \ \\ ••:\ \�. SWIM \-• STREET FRONTAGE ALONG LITCHFORD ROAD: 250' - - - - - - _ / \ Oo 0 \ \ \ �° O \ •. .` _ , FACILITY D \- REQUIRED STREET TREES: S PROPOSED STREETTREES: 6 / _ --�� \ \ ( \ \ \ \ BOO \ - \\ \ / OOo \ •- .\ •• STREET FRONTAGE ALONG LEXI LANE: 574' REQUIRED STREETTREES:22 - - - - ' - \ \ OO \ \ \ •': ' PROPOSED STREETTREES: 13 STREET FRONTAGE ALONG DUNNAGAN DRIVE:343' REQUIRED STREETTREES: 7 PROPOSED STREETTREES:? STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF):1,289' REQUIRED STREET TREES: 26 PROPOSED STREETTREES: 27 PHASE II PLANT LIST SYM COMMON NAME BOTANICALNAME SIZE CANOPY QUANTITY TOTAL STREETTREES ASL LEGARY' SUGAR MAPLE ACER SACCHARUM'LEGACY' 10-12'HT 1 195 38 7410 LSR ROTUNDILOBA'AMERICAN SWEETGUM ILIQUIDAMBARSTYRACIFLUA I 10-12'Hi 1 206 24 4944 UAP PRINCETON'ELM ULMUSAMERICANA'PRINCETON' I 10-12'HT 1 397 1 55 21935 TOTALCANOPY: 34189 �\ )HIC \ \ \ \\ OPEN SP) Oo \ ao �o a. 1GRA xo ao Sao \ \ : i—so\ \ \ •,' (0.34 AI \ \..__ \ .� \\ f \00 \ FEET ) \ 1 in - 40 ftl \ \ '\\ \ \\- / \ •'" ,.. % •'� ' County of Albemarle Conservation Plan Checklist- To be placedon Lands rape Plans (IIandbook,PP III-284-111-297 for complete specifications) \ TREES UP TO 4" CAL. SHALL BE STAKED \y\ DOUBLE STRAND #12 GAUGE WIRE / 1. The folluwlne forms A" be shown on Me plan: I WITH z-z"xz" HARDWOOD STAKES. \\ /i / \\ /, WITH RUBBER HOSE&TURNBUCKLES ILI Treestobesaved; / TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED,TWISTED, z'xi HARDWOOD STAKE KI Limbacfd.,(outsideadphneofhemtobesaved); �s 91 Locationaultypcofprotectivefmdeg: _ _ AND TURNBUCKLES. LOOP HOSE AROUND CUT& REMOVE BURLAP FROM TOP /' - _ _ ® Grede changes re3uivng Bce wells orwalls: TRUNK. FLAG WIRES WITH COURVEY TAPE. \ 43 OF BALL AS SHOWN 0 Praposedtrmchingor elingbeymdthelimitsofclearing. REFER TO SPECIFICATIONS FOR SCARIFY SUBSOIL T04" MIN. DEPTH • A ` '' ♦ • ♦ • ` _- 2. Marhl a: / ✓ �i FURTHER INFORMATION -:: PEN S 0 All MULCH SAUCER - --- �' tices robe eava3 shall be madred wiN pnnt ornbbon atahmghl clemiy visible nr equipmm[opmvrns. , �I - /� �'• Q F �• •y / ® No grading shall beginnwl thetrce madong hasbeminspected and approved by a County inspector. t FINISHEDGRADE (014 AC T .' ••/ -�' - _. 3. PreLanntrntlfon Conference: I I / �� - - LOT � Tree vafi nand tectionmemuncodullberevievredwiNthe conaadmmsn, , TREES UP T04 CAL SHALL BE STAKED. JJJ / ; prose, pro 'e i _ / a/3HIT.OFTREE TREES CAL. OR LARGER SHALL BE ❑ / LOT GUYWIRESWITHRUBBERHOSE AND 4 I _ LOT LOT 151 n � GUYED WITH 3EQUALLY SPACED / - 4. Epuipmem Openutlo... d Storaee: TURNBUCKLES z/3 UP TREE E7 Hcaty egpipmmt,veJaiaar traffic and stonagcofconstrochon matmal,noludinI shallnot bepamitted wirhin the driptin®ofeees TWISTED,#az GAUGE WIRE WITH HOSE I / .•••' •. f•'• '/ _ .LOT 1 8 14C9 �50 AND TURNBUCKLES. LOOP HOSE _ m be saved. ixz"HARDWOOD STAKES, ALIGN III a, --1 AS SHOOWN, FL. AG WIRES TO SPECS I / i i/ L� L TOP OF STAKES - _ / WITH LCIT "{ COURVEY p. Soil Erosion and Stormeae, Detention Devnes: �\ Q i MULCH SAUCER / �46. ® gnch devices skall mt adversely sties treesro be saves. I�/ / T ITI FOR ADDITIONAL INFORMATION. / / LOT 145 \ \ / 6. Fees �II I\\11 I I/Iq� AMENDED SOIL MIX �I °'::. // 1 I\ AMENDED SOIL MIX / E7 Firw arc natpamitted willw lOG fet oftM dnpWeof rem to ba saved. III I „, IIII � m II �T-TR II- LOT �II 9mll COMPACTED SUBGRADE 143� 7, am Materials: I II I LOT 14z / ® Toxicmatcsiels shall not be stored witltin100 feet oftM dripWe oftrees to be saved. -11� L_ / I 1. R. ProtecfwrFencmn:-I _ Tree Planting and Staking Detail -- CIff AND REMOVE BURLAP FROM TOP / I -LOT -�41- SCOTT/R. Cb'LLINS'Z No. 35791 i�l 2/15/21 _i Ll Treestobo rota mtWn40fWofapr modbuildulgorgraduigactivityuhaUbeprIN edbyfmdng. 'r :_' T� 1I�I a/3 OF BALL AS SHOWN I 140 / S a - I_0 dnghall Fmsbe N place and AA be inspstea aM appmvM by a CountyImpector poor to gmdmg orconstruction Z )' - Tf Not To Scale / I } - SCARIFY SUBSOIL TO 4' MIN. DEPTH W 9. Tree Wells: -I / i -✓ - - y �I�� I COMPACTED SUBGRADE / 0 � ® Whmutted adforanalevalmustberaiseawi[M1inNedvplinepeaeertaneaarpdao-eeweuanaubepnsriaaaanaamaaa,meonaemil((�IGLF`N aubnfor 0 eppmval \ 5 / 1G RSA (56' R)W)/ U 10. Tree WaR.: Evergreen Tree Planting Detail I / (16) LAP STREETTREES gL ® lVhm Ne ground level Wooer to lowered mtlunthe dnpinm aeeetobe saval,avee wall ehaB be provided; andaconstruction dema \. - - natnuttedfbrappmvaL Not To Scale / I / I ALONG / Myjj// - Q / 1 / �� T /✓�./ oiS Il. TrencM1ine and TunnHlne: Whm Benching is nall be onsida the Irmita to native it shall a done te far away from the Bunke ofeees tr possible. Tunneling I / I I / 0 J 0 undxalage see shall be mnsndaedns an alternative when it is anticipatedilmt necessary vmctung will destroy fceder rode. \ / I ' i/ / 1 I - - - - \ \- r - � _ � � � Q ® Aoteclive fmdng shall ba the last items removed duvrig the final deenup. / I M ^ Te"I.I '-' 13. Dama od Trees: / / / 1 I / ' / -j ' / / ' \� 6 \ / -�I, i63 I 1 L ^ LI)U m Z ® Damaged trees shall b ated im &ately by pmmng, farBlird mo oth methods recommmaed by aeee apedal . 1 i ' _ ( W UI J ROTE: IT IS THE DEVE PER'S RESPONSIBILITY TO CONFER WCLN THE CONTRACTOR ON TREE CONSERVATION / / I � - \ / `I' \ 'I / ' 1 \ � Z � O REQUIREMENTS. 1 / \ \ i LOT \ / LOT lmmqu O F W 12/7/2020 / / / _ \ \ / - - - - - >/ 164 / 1'.1 16z > z De a OWNERSIGNATURE (DATE) -y - - -_------ SolHce: Va. DSWC Plate 338.2 - - - \ \ \ / LOT ` '" ' LOT %1 / m CONTRACT PURCHASER SIGNATURE (DATE) / _ ' / - cl' IH _ 401 5/1/D6 Vede 1 of 1 / / / LOT \ � - UJI a CLINE pRIV E - - - - / - % I / / 138 3 „ "`' x66 : w / IS / _ LOT LOT✓. "'. CONSERVATION PLAN NOTES: // \ // EX _ - \\ \\ 1 / I / 2337 +- 167Ole 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE / / / /I / -j LOT MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY _ //3- ENGINEERING DEPARTMENT. / 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL / \ /' I / / I /' / / / I I LOT I NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES // 1 // / In I ' / I / / / / / I /' /I 11 LOT ')' • ` LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE / - / / PRESERVED AND PROTECTED. _ _ - - - \ I / / / / I I/ I / / / / / II { �3S - �I o - • •'f ' ')'" . - 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED \ \ 1 / /I/ / / / / / / / / / / ❑ / I I\ LOT 'd i ��'. Ill ' 1 w CD N AND PROTECTED. / \ / �.- e. 1° r ///' \\ 134 a UPI - 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / \ / / // /' -� (7) LSR STREET TREES N PRESERVED AND PROTECTED. / ALONG DUNNAGAN DR ' 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED ��' 1 / _3 i - LOT. LOT LOT ` BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. J / / / ' Iy 1 / / I / LOTd.. �70 7 7 LOT L OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF / \ \ I / / / /' / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONEOR S / / / CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. I TUNNE I G SHALL AGE F E DER ROOTS REQUIRED WHETREES TO ,BE PRESERVED COUNTY THE ENGINEERE TEDAT TRENCHINGWILLOT �j w LOT i CA /\ / / \ LOT ,LOT lzz iz3 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED - SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT` - CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER // / \Alv OR TREE SPECIALIST. / / \\ / __-- LOT ��j / - - I - / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND / \ - ` f _ _ - LOT LOT 118 �. W., - - rl X / /'7 /!% ® 00 PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT / / - - - �:- LOT 117 � a l9 I. _ / � 1 -- - ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS / \ / - � - - _ LOT 116 l a � � �" - - - - C�J LOOSENED. / \ / / \ \ \ \ - �,^ --- -LOT LOT 114 11 1 w _ r x X / _ �_ - M 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN / / \ \ LOT 11z 3 5 \� -Y:. / G MEASURES REMOVED DURING THE FINAL CLEAN-UP. _ T LO 1oT 100T \ \ Q/ M o8 9 C) I� LOT / LOT 107 ', %x , III _ � • f :• '-.' I _ , 06 LOT LOT <5 104 SWM I t , .: I / / \ / / / / / : -:.. _. ,.••. , ,. >_, >__ . •.. �o - _.- �:, \ ` r / -�. pp. \ ' , LOT (3o)UAPTETTREES 83 ', I •736�-L?a.�- . . LU LOT prOALONG ALSTON STREET LLOT 85 - J .�, OPENSPACE / J LOT / / •,. •.•' I � r - .:' LOT I'I, 87 I � z -:. M1 1, \ \ LOT - - - s (0.19 AC) I - I I \ I I � Q / \ / / • . -:. . •. . •/t - . � LOT _-..'. ;E . _ :" ` _ 88 1, ,, �',,:.. � r ,I , o' \ I . _- - - -= - • '• ` `-------- H� / r r 102 M\ I N, \ LOT' 89 - y�l -I W J / / /:._. ,`.• - :.• .• (34)ASLSTREEI REES - _ 1 LOT 9° - -, / / / ' :TKO' -- - ' � I: . ALONG ALSTON STREET - 5 • . ,. - ... .... T V � � t �M � i % 732 LOT � �\ x L / � O .• r - •. •.. .-. .•,%.•. `.��'.•'.'. / \ LOT - _ \ '• �•'/•' \ ,•`-- /. r LOT \ LU 100 .j /. > . � • . �. .•,�•,.•.. ..• .••.• .• :•':• �� 101 1� LOT \ �'• ,- // ✓ 1/ °� \ \ .�' •'.(.: y• .Y. \ _ i / _ - r--1. _ y / / Y. .yam y /. OPEN SPACE\ - \ r \ 0 0 \ r 1 T l . - i F - - \ I / V \ y .•-.•-. t. , -. .• ..,. •.� •. / Y LOT _ SWM / x g6 :. r' / / O O ° . _ , . -.•� ..:� LOT , \;L • .• • .• . •.•_ - � � / o`� Do � -0 Z • • . • • -.FACILITY B ` • . ..... / � •. � _ LOT � .- - o� 9 � / - - / • A `I LOT /' �/ :�•':•':•_., .• :•:/.•.•:G'.•'✓' �'� / i _:DTRE.� / v ��Co}�o O° v� / •.• . : ` .�. �•_.•, .•' . ,. • ••' •: •FI/` ' V i .6'� 1, � �-- '..�/ •.�.-•.•,.• •'.'.•v •, •• •. ••. -. ,.••. ,.. •.F'.•'.✓.•'.%' PROPOSED TREE � - --- � 98 �A �•'-.• OPENSPACEr.`,./.•.•.• ./•' /// ---- �= _ ry v U) LLJ :..F _ - ✓ /PR - - - �w \ . -. ,.. ii •. •. - .. . ,. ,. ,. ': •.• •'.-`r. -:-` � � •:.•�•,... , ./..•' / OTECTIONFENCING �' �' _ - -�- � - � �� \ LOT - --- -_ _ \ / ] • ./. l / _ oo YR FLOODPLAIN - - I _ Z _ W > Ul LL I - - - I _ / _ LU W LU y / (� i '••�""-`-�'�� / -� -/ '\ \ : / E Q: :•%`.•' LANDSCAPING NOTES: Q / / / ✓ \ V % - ` / 00 Oo l/ y - • . V- 1. 1 LARGE STREET TREE PROVIDED FOR EVERY So' OF STREET FRONTAGE. i� ' / V x\ •/ •' �` •'- O i o ���� - `� // 2. STREETTREES SHALL BE LOCATED 10' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. %- v OO Oo q -�� F STREETTREES SHALL BE LOCATED 10' MIN. FROM THE MH CENTER OF STORM STRUCTURES, ANDS' AWAY � L•J } - �/ / f ✓ \ / 0 �oO 0O - / FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 6'. STREET TREES MAY BE PLANTED ON TOP OF W PROPOSED LIMITS OF 00 �D O v4 ) (� LIMITS OF STREAM V DRAINAGE PIPES INSTALLED ATA DEPTH OF G OR GREATER. TREE CLEARING (TYP.) / v �... � �.Q; I / V -BUFFER (TYP.) V : 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING /000 O OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE 0 Oo / J / \ \ OVERALL HEALTH OF THE PLANT. C� - I / (/ \ \ STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES _ - / - \ 4 SHALL BE MAINTAINED BETWEEN 2' AND ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES 0 OO / �- - - -- - - \ / / /' \ \ AND ACCOMMODATE PEDESTRIANS. 7 ® O 0000 / / 000 / / (�/ / \ / \ / N �(oy®�©® / f / �� � \ � � / ) \.. S. TOTAL STREET FRONTAGE = 5.541' \ -- \ J � / \ \ - - - - \ //\\\\ / / / \ REQUIRED STREET TREES: 112 (1 TREE PER EVERY 50' OF STREET FRONTAGE) PROPOSED STREET TREES: 117 / _ - _ --I -: _ i- - - - - - - - STREET FRONTAGE ALONG ALSTON STREET (PORTION OF): 3,o85' U \ \ , x=- / / / y - / REQUIRED STREET TREES: 62 \ \ 1 \ / \ \ \ \ / - _ r \ - - ' j PROPOSED STREETTREES:64 - - -.- ✓ - - - - - - STREET FRONTAGE ALONG LITCHFORD ROAD: 250' F- \ ROPERTY LINE- // \ \ /I ' J - REQUIRED STREETTREES:5 0 UJI \ I PROPOSED STREETTREES: 6Ln STREET FRONTAGE ALONG LEXI LANE: \ - / GRAPHIC SC000�0000 / / / / / / / - s74' JOB NO. \ - - - _ - s \ \� REQUIRED STREETTREES 12 DODQ ' D zo ao 0 0 Bo / let \ 0-07"p\00\0 OO�O6 0(D(DDQaer cc 00O0O�IN FEET S Q00000 00 \\ inch 40-ft.-- 1992 338 FENCING AND I� DRIP LINE` � l SNOW FENCE 10. ON JlLirt M iwI RING BOaM FEXCE� /tm CORD FENCE PIASIIC FENCE CORRECT METHODS OF TREE FENCING PHASE II PLANT LIST SYM COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREETTREES ASL LEGARY' SUGAR MAPLE ACERSACCHARUM'LEGACY 10-12'HT 195 38 7410 LSR ROTUNDILOBA'AMERICAN SWEETGUM ILIQUIDAMBAR STYRACIFLUA 10-12'HT 206 24 4944 LAP PRINCETOWELM JULMUS AMERICANATRINCETON' 10-12'HT 397 55 21835 TOTALCANOPY:l 34189 PROPOSED STREETTREES: 23 STREET FRONTAGE ALONG DUNNAGAN DRIVE: 343' REQUIRED STREET TREES: 7 182154 SCALE 11 1 PROPOSED STREET TREES:7 1 =40 STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF):1,289' SHEET NO. REQUIRED STREETTREES: 26 PROPOSED STREETTREES: 27 25