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SUB202000226 Plan - Revision 2022-03-09
v THURSTON GENERAL NOTES 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 - STANLEY MARTIN COMPANIES LLC 055CO-03-00-000AO - STANLEY MARTIN COMPANIES LLC TOTAL AREA: 30.798 ACRES (PHASE Il & PHASE III - NET ACREAGE) 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. 64 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS) 38 SINGLE FAMILY DETACHED RESIDEN7IAL UNITS DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT., 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE ll = 102 UNITS PHASE Ill = 95 UNITS PHASE II & 111 NET ACREAGE = 30.798 ACRES & 197 UNITS TOTAL NET ALLOWABLE DENSITY (ALL 774REE PHASES): 41.175 ACRES x 6 UNITS / ACRE = 247 UNI7S ALLOWED NET DENSITY PROPOSED: 247 UNITS (ALL THREE PHASES) OPEN SPACE: TOTAL PHASE Il OPEN SPACE REQUIRED (257) = 5.26 AC TOTAL PHASE Il OPEN SPACE PROPOSED = 2.98 AC (14.2%) TOTAL PHASE Il GREENWAY AREA = 7.07 AC (33.67.) TOTAL PHASE Il GREENSPACE PROPOSED = 10.05 AC (47.8%) 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 1' 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. INFORMA7ON WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGH77NG. NO STREET LIGH77NG 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 = 11 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 I DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE 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 CONSTRUC77ON AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING SITES. PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL TMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXIS77NG COND177ONS AND SI7E PLAN SHEETS FOR LOCA77ON OF CEMETERY. STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE FLOODPLAIN: A PORT70N 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 J2.Z9 OF THE COUNTY CODE. TRASH. EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA77ON AREA: RECREA77ONAL AMEN177ES HAVE BEEN PROVIDED WITH THE PHASE l DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREA77ONAL FIELD, AND TOT LOT. PHASE 11 WILL ADD TO THESE AMEN177ES WITH A PASSIVE RECREATIONAL AMENITY. A 7RAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL. PLEASANT GREEN -PHASE 2 FINAL ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA I -L__]L 1 17 _ _-__T Q--�--I1�1-I1 � ❑ -_- 7- I'I I I I li I 1 1 Q I I - CLING ENE \ ' EXISTING i 1 LJ -- 1 ( 11 r I _ , I _ I 1- �.. 1' "' .r• $0000e000 o 00 0 000e PHASE II / PHASE III / ----- °e °e °a °°°° - eee o -__-- °O0000eoo °Ooo WP - - - 1500 00 000000 0 0 o° 00 epOoo _� _ 05600 00 00 1 ° o 00000o gOooe / °° oeo 0 i �. � o° i 21.554 °c. ° ° -' ---- 000 DB 4556 PG 582 00 "-- - ------= ° _ °e ooao eoo"00, ooeo \ DODO 00 o °o °Ooeoo 0000000 0 DODO° 000000eeoeee o00000oo 000e0000000ee0000eo ° / ° I - j I ; _ I i NO TES: 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 MOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. 6) SIDEWALKS AND STREET TREES SHOULD BE BONDED WITH THE ROAD PLANS. 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 0.46 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) lOWJ2VP0 72.MVPH 91.21VPH TOTAL: 1% PROPOSED DWELLING UN ITS (534.86 ENTER/534.86 EXIT) 1 (17,17 ENTER/55.L9 MIT) (57.46 ENTER/3375 EXIT) 'TRIP GENERATION CALCUTATMNS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION) SHEET LAYOUT SCALE: 1" =100' °° ° I e 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 1 VICINITY MAP SCALE: 111=2000' PHASE IF r'\ C ® ,Y26 GRAYROCK H GRAYROCK WAYLAND JARMAN GRANT GAP ESTATES (ima BARGAMIN PARK REA IE LAUREL HILLS E41 WAYLAND PARK L"p[L'I 2aa PARKSIDE wi VILLAGE 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 6 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 ELEVAT70N 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 ❑O ❑O OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY SCOTT/R. 0(�LLINSIZ F-I No. 35791 ,1, pow 12/27/21 �c�4' ti'SIONAL E��1 Vl Z Z O ° O� u ^ U Ln m V=i J H Z O Q ,'F_, L U v) z c / LUw .. d c n F Z LU f f O u dS F O z 0 O V J a LL m J Q LU LU a 0 LU V) LU ILL al 1 7 LD N N ti .+ .N-I 6 z 0) M M ® O� N M z W N 0 N W Q O J J J z />� V) W H� LL. ilcl� N LU/ \w O v Q U W. . LU z LU Ul U) LU LU W (7 LU z � - U) Q W � LLU J V O O N H LU O w � x CL � JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 ---- -- \ I \ ==------------- -- , `w9ummmmy _______ _______ "EXISTING RAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER �LlGRADING PROPOSED WITH PLEASANT GREEN - I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - - _-__-_______1 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 ------------------ --- ----- 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 k ' T E IN sTaNCETo 3RnersriNTeasecnoN 3, �- \ h ; Y PLEASANT- NTOFBWE RIDGEATI IARMECTION ' - EXISTING RWSA az' DI WATERLINE I TO EXISTING 8' WATERLINE PROPOSED WITH PL SA -AN'S CA CULVERT GREEN PHASE I ROATH THE PLEASANTD&O BE REMOVED _- -EXISTING SA az" DI WATERLINE r ` =� _y_. _GRAVEL ROAD- 9 --7 OAD=¢aio' _ EXISTI RW - _ =� GREEN PHASE I ROAD &UTILITY PLAN -SUB aoi 000 i UTILITY PLAN - f SUB 9 7 - _ . � I - - - W w w - - '',-- ---- w --__-------\ � � � _ _ _---------"- -� "mow ' w - - - \ � MCPROPOSEDOMB EUNDER PLEASANET ROAD CONSTRUCTION- 4 GREEN. �. wa / _ _ _ I � PHASE f ROAD & UTI TY PLANS SUB 2019 0007 IIF -if _-1------ - -- LSy L55 - � - ------ --- -- ,�\ -- __ ',/ j 1 w No. 35791 11/4/21 - _ w - - - _ XISTI CS A o@ s bBU�si<R��� EXISTING BARN TO BE ' T r�(i�----- �- W _ - -- - , - u T t...4,p�zX'\ v I` o \ RENOVATED FORUSEBY ' / / ,� j .- ���/ 's. \ WATERLINE PORTION OF EXISTING 6" DI WATERLINE AND THE NEIGHBORHOOD ��zo' PUBLIC DRAINAGE EASEMENT W ERA C NGA AS"DI EXISTING BLOW -OFF TO BE REMOVED. EXISTING ES _ / _ ,_ �2} - " / -_ f -'3s._ •D.B. 5z6y, PG. 297 VACANT SERVICES SHALL BE ABANDONED. CC SRS .�_-- _ - - -� �;� `• { EXISTING HOUSE TO BE r ,I ,' �{j''J,�\ �+c - c CV F SEMEN - _ z52 _ - _- — — 1 O \ „ :. �E i Q S.�T' ••o, ,. , C ,r r i ERGEN CES`'EA l_. =. f -.--- - _ _ -- C2 > e t i'3 - f < _ � ,. FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN ' \ CONVERTED TO A CLUBHOUSE \ c E� o Pca-, - --- L5J y / r- m XISTING RWSA 12" DI WATERLINE d C23 -' STORM SEWER PROPOSED WITH - ',: `," PHASE I ROAD &UTILITY PLANS SUB-2019-00071 GEM 8 /' PLEASANT GREEN PHASE I ROAD > / / :. \ \ ` \ ,\\ \ ' 1 3gC pL1 ° Z E r / < v 20' WIDE PAVED EMERGENCY ACCESS ROAD & UTILITY PLAN - SUB-2019-00071 ,r \ \ ". ' ' > 1 .;` ' ' \\ _,' - ' /8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN lap PHASE 6 R UR 320 P 6 (PLA \\ c PROPOSED WITH THE PLEASANT GREEN PHASE I P HASE I d ;"=eI' PHASE I ROAD &✓ILITY PLANS SUB-2019-00071 ROAD &UTILITY PLAN -SUB-zoig-0007i - \ ` \ / /� y,, / E P 36 P Dg g6 \ F / TO BE REMOVED WITH PHASE II AND \ / r f / \ NI Al 4, G H < B34 NTN w m / REPLACED WITH MCCOMB STREET X 65 PG i g.,. / --(GRADING ng 2 J Z ¢ C „ EXTENSION ,' \ \ ,',' , �" s� ' / GRADING PROPOSED WITH PLEASANT GREEN 0 H O I u CULVERT& OUTFALL PROPOSED WITH THE i --- _ _ - - \ r h, _\ PLEASANT GREEN PHASE I ROAD &UTILITY / - _ _ Z - �� C _ ." 'r' � Gh / PHASE I ROAD & UTILITY PLAN - SUB-2029-00071 c \ \ _ / _--�- \ , I - \ \ ,' L7 �` r' / 20' PUBLIC DRAINAGE EASEMENT,I PLAN -SUB-z01 000 2 TO BE REMOVED / - - - O - - > ` 9 7 / / - - - �/ r r d� D.B. 5z6y, PG. z97 zo' UTILITY EASEMENT \ _ W of u / I FRAME - I - \ A rg 'a �- a - ~6 D.B. 5z6y, PG. 297 T 56A1-1 1 , SHED , r , , /?� /1 ,' - _ _/ .air' 6" SDR-z6 PVC SANITARY SEWER LATERA� y�,y� N/F ILV M \ ¢ ' - , I '� \ `, v' _ r� " , +11F DB 5 034 u (- ___ - �,' I ROPOSED WITH PLEASAN GREEN PHASE I c //IV IN ' 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN I '-- --/ _ S ROAD & UTILITY PLAN - SUB-2029-00071 DB 1411 PG 367 (PLAT I : - .r;" O \ ZONING: R6 u PHASE 1 ROAD & UTILITY PLANS SUB-2019-00071 -- --_ -° `� �.° / A c r > o STANLEY MARTEN COMPANIES LLC __ \`� j TMP 056A1-01-00-02500 PHASE 11I �` / STORM SEWER PROPOSED WITH \ 'M _ h* �\ / - / 1.8500 ac. _4 PLEASANT GREEN PHASE I ROAD, -"I .' % TMP 6 -35 - D EXISTING CUL-DE-SAC r r z C a / TO BE REMOVED WITH /' DB 5226, PG 309 `� �/ &UTILITY PLAN -SUB-aoig-0007i \\ \, \I \ ` / ,v a -� �\ /' \ `S\\ \,„1 N/F RITZE MISTY DARNELL \ \ PHASE II CONSTRUCTION -- \` STORY FRAME_ ' ,' 1 1 1 62 PC 12 / - \ \ ` _N --- / r fo(p/ , \ ,� g __ __ - =e•= ®. ,>„a* \\F \ L \ DB 576 PG 3 PLAT o �/ dw�mm ON CRAWL/ r v zo PUBLIC DRAINAGE EASEMENT \ J EXISTING SANITARY SEWER J / \ _ PARTIAL CELLAR C i Cz D.B. a6 PG. z97 R6 i O TMP 56A1 i- \ / , ,.' S 4, / \ xY' ' ` PHASE LINE (TYP.) N/F PIR ' TO BE REMOVED AND EXISTING , ,/ / ----_ --_- ,� �' r ,'' 2o' PRIVATE DRAINAGE EASEMENT �' EA_SEMENTTO BE VACATED - / ` \ \ \ \ ` ,''� � , / , , � r I � D.B. 5z6y PG. z97 __-----_ vv r v BM DB 2143 PC \ 0 � STANL V MARTIN COMPANIES LLC 2 r , / /� r ' TMP 056A1-01-00-02900 ' C�4 STORM SEWER PROPOSED WITH \ TOP MH=72 .53 DB 150 PC 23 (PLAT) R / r' / --- ' ' v 13.49 as v, I PU,M� / / / � � � a vvITv�vv G: 6 A ----____ ,'---' / OUS 'i, / PLEASANT i o y y y a - DB 5226, PG 309 \ \,' r _ I- ' � ' ' ' .& UTILITY PLAN -SUB-zoi o00 �a ' N-s w - PHASE II _-f / - \ - / /y/ r__ 9 7 \ / 2o'UTILITYEASEMENT E 114 / I\� D.B. 5264, PG. 297 N r1i TO REISTING HOUSEMAIN DURING \ ' ; ' r , I I CS \_ \ 1 \\ ,y N v .� aas---' ' i / ,' ,, ` � / mil) ---- --- wl -' T \ \ / 56A1-1-33A \ \ o - - - I ' PHASE II CONSTRUCTION , �nz^ / \ �{/�� — \ , : \\\ \ N F BA ER, JAMES L. OR \ .' e / r GRADING PROPOSED WITH PLEASANT GREEN-aza _ _ -\\ D LORES J. 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OR DECOKES ✓. - r%'ZPROPOSED UNDER PLEASANT GREEN \ J / -FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN 5z6y, PG. z97 r DB 1222 PC 394 -�_ PHASE I ROAD & UTILITY PLANS SUB-2019-00071 j / no\ / PHASE I ROAD &UTILITY PLANS SU019-00071 397 PLAT) r I - --- �. _ i / /i A I / - a0 / - - �� ♦ / / > _-' ' 'h- 10 ' / `� �`. I ZONING.' 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Lz 57.777 N25°26'24.57"E L37 87.76o SoB°13'1z85'"W Q 352.277 228.000 088.5262 A 56A1-05-00-000A0 STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 1 _ \ O II \ 11 \ 11 _ ��_________ _ L3 30.010 S64°33'3543"E L38 82333 S27°04'03.15"E C3 19.972 12.5oo 091.540E B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 O.SOAC 5226/309 ` i \\ / 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'x4.98"E L40 16o.000 N65°24'og.64"W C5 225685 3o6.500 042.xB86 D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 ------ ------ L6 49000 N75°23'11.46"E L41 80.16o N66°59'o2.64"W C6 13.863 333500 0023851 E osscao3-00-0170o MORGAN,TERESA R-6 0.2$AC 1407/560 / \ D I ,/ I / \ \ 1 1 _ 1 `------------J--------- L7 5790 N14o36'48.5z"W Lyz 256.839 N63°20' 2o.64"W C7 15.129 23.500 036.8852 F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4002/047 G 055CO-03-00-01900 RICHARSON ELLEN M OR ROBERT M R-6 0.27 AC 3472/007- L8 9.773 Nob°3a'ozz8"W L43 Sz.00x 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 N610 4Y37 Bi'W CIO 17.5xo 1z5oo 080.2608 - - - - - - - - - - - -- I OSSCO-03-00-02200 CROMER,SHIRLEYH R-6 0.29AC 1337/295 Lai 16.426 N25°29'25.8o"E L46 50.02o N56o S6'39.64"W Cn 31.66y xx5.5oo oo8.o962 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 1 612 B oo o0a 6o6 , \ \ ---- LLL" "rH No. 35791 11/4/21 Lax 774 5x 359 3 47 xz . 00 54 5337 4 12 3 4 55 4 \ \ \----___ _ _--___--__-- L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 pp _ _ Lx3 43.130 538°38'26.03"E L46 n9.985 538'36'44.36"W C13 36.236 47.5oo o43.7x17 �\ I /q \\ \ \\ -%, -------------- M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 L14 29.440 Sn°ox'07.o3"E Lyq 10.66 N49°55'50.61"W Cxy 39188 57.500 o3g..488 / ___ ' 7 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 S - U) Lg 13.610 Sn°oz'07.o3"E L5o 5o.on sox°5i y7ai'W Cxs zx338 4b5o0 0x5.7385 O OSSCO-03-00-02700 TRACKER, DAMES E OR BERNICE E R-6 0.24AC 1870/153 \ /' i \ \ \ II \ --- �I /' / , LU O/ W( L16 4z.g8o S1z°5ix7.o3''E L¢ 15x.783 S38°0o'S6.3o''W C16 51576 48x.500 oo6.az45 p 055CO-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 _ __ ' L17 89.730 538°3140.97"W L5z u.41x Ny5°z5'y4.zq"E Cx7 S.z3z By.Soo 005.5819 Q 055CO-03-00-02900 VONN,MICHAELE R-6 0.22AC 5023/422 ' ` ;/ \ �-------------' - / / <�_ _ +-- w n oU L16 38.5zo Sox°33'zg.03"E L53 17x.3oo N45009'Sx.x3"W Cx8 57756 7zz5oo ooy.58oz R OSSC0-03-00-0300o LUECKE,ROBINJ R-6 D.31AC 3612/210 / \ / ' I oPp \ / /_ �_ e-w wT J ¢ EX\STINC°RPILR 7y "' - U Lxg 9.990 Sx8°u'z5o3"E L54 100.00o N43°x9'Sx.z3"W C1g 46.991 147a5oo oo1.8z85 S BUCKINGHAM BRANCH RAILROAD 1 / \ i 1 - -1� - ,/ / ¢ Lxo 51.209 S18011'25.03"E L55 203.3oo N42o 56'52.23"W C20 287.432 3822.470 004.3297 \ \ / I / \\ / / O J H Lu 109.956 Sz9°46'05.76"E L56 Sz440 Nz5°59'z477'E Cx1 68.y5a 172.000 022.8020 \\ // RP\CR�p �� /' i_ - - �' -O I ' PORTION OF EXISTING 6" DI WATERLINE AND o F P _ ❑ i-EXISTING BLOW -OFF TO BE REMOVED. 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S 0° zz0 "W Cz x 08 zz.000 oxz. o \ \ / _ _ 1 \ ' 3 3 4 7 4 3 5 5 3353 3 55' 4 3 s5 9 7 3 74 \ / \ \ / ' , ' / LU Z / , \ \' / /' W U) L24 49-073 Sx3° z0' S4 59"E L59 113.597 S81° 08' 1za8"W Czy 14.536 z3.5oa o35 4403 O \ /' \\\ / / / / /'" \,' / ' Z < OV [ L25 73.171 S25°55'02.93"E L6o 7.872 N77°21'56.41"E C25 187.111 213.500 050.2139 / - p W L26 x36.ogo S26°07 5o.x5"E L6x 101.434 S47°35'53.8i'E C26 20.440 23.500 0498345 /' \ ��'' / / / \ - ---I \\ I % 1 ' / / I - Uj W c Lzz x75aoo 546°33'x8a5"E L6z B.o83 Su°zy'o6ag"W Cz7 7x.158 x75500 o15.0068 \ ` - \ 4�\ K co ,. 0 R Lx8 245.470 S56°3x 3415E L63 x3389 S47°35'53.81"E Cz8 345x0 z68.5oo 007.364z <-/ I \ 1 /�\ 1 / / /' ¢ / / /� i ❑ \ // ` / W L29 97 000 N57° yo 53.85'E L64 9.131g S47 35' 55.6j'E C29 244384 424505 032.9848 XISTING 6" DI WATERLINE L CULVERT a / L3o 8x.000 S71°16'41.x5"E L65 15374 514°36'48.52"E C30 14.029 23.500 034.2046 \ / ,/ , I 1 I / \ \ LEASAN �/' PLAN - SU L31 xyo.000 S5z°54'x9a5''E L66 z7.000 586°oz'1g.oy''E C3x x5z.86o g63.5o0 oog.ogoo _ / , / 1 1 _ \ -' \\ > Liz x6g.000 S42°30'30.x5"E L67 xo5.428 N25o 59'24.77"E C32 32.624 23.500 0795415 L33 196.000 545°45'18a5"E L66 259.000 551°04'52¢3"E C33 4.875 333.500 000.8376 EXISTING 8" DI WATERLINE L34 235 000 S37°33'38.15"E L69 516.o79 N45°55'55 49"E C34 180.767 �O o L35 87.530 SBz° zz' xya5"E L70 1 193.682 1 5600 zy' z7.57"W EXISTING CUL-DE-SAC TO BE REMOVED WITH _A ' // 0DJ / _-- - PHASE II CONSTRUCTION EXISTING DRIVEWAY SHALL BE MILLED \CD / / / w ^ ry -- XISTING 8" DI WATERLINE STUB r' EXISTING SANITARY SEWER LU & ON ERLAYED WITH NEW PAVEMENT! / \ / / / / ¢ 4 rn ro v D C,�' / / TO BE REMOVED AND EXISTING ANONNECTED TO THE PROPOSED p N 4 / EASEMENT TO BE VACATED -1 ^/ ' EMERGENCY ACCESS ROAD \ / O V _ PHASE II _ - - -_ CIO i 4N G S R ,'' CN EXISTING MANAGED---- / EXISTING RIM ELEVATIO /' LOPE (Y AL ; /' -'w / SLOPES T PIC ) s/ � ' TO BE MODIFIED /' / a'�' i / /' /' J \ �----'-' / zYfV CN / XLU -�' _, / /I -_ STANL MARTIN COMPANIESLL ' ' / _ ____-- \ / / -- ---- ' ' _' `''' ' '" s� � � _----- -- -- TMP 055C0-03-00-000AO /' /' ,'� ,'' / /�X / - _i ,I / / / /'_--" .i v) I FROM STREAM BA N -- v 16.28 ac. 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CtTLLINSZ No. 35791 � 12/27/21 .c4i C� r r r r U N N N .ti N 7 •'-1 •y L9 r M CM N M z Q o J u� w N Q a J J J J Q z i- W z L w� O � � Q W -j U 2 w Lu Y � 0 z J W U) J ul W � W w z O U) a JF- `r) W La JJ Q ia- ® O O N u o w Ln JOB NO. 182154 SCALE 111 = 8 C11 SHEET NO. 4 .. , 'q\\\ I LOT � � I .� - 'c x° � \ � \ / 3 S� y PROPOSED BOLLARDS. I / 181 S + PROPOSED WATER O Q SEE DETAIL - SHEET7. T 92' b 3 H SERVICE LATERAL (TYP.) PHASE III �r / LOT ,_ _- in ^ �- • IPROPOSED 8"x8"TEE •' � � 180 / o �x / \ &(z) 8"G.V. SCOTT R. LINSZ z (FUTURE) F , - o v 44 PROPOSED TYPE A o 0 o M o �., �J� U BLOW -OFF ASSEMBLY �o,o %P\// \\ y T O ROPOSED8"x6"REDUCER S MCCOMB STREET 0 No. 35791 � LQT �u / �� m PROPOSED VDOT PROPOSED zo' ACSA / / / PUBLIC ROAD (56' R/W) o q ti v y STD. CG-6 (TYP.) y IMITS OF PUBLIC R/W i °1 12/27/21 tv UTILITY y A D.B. 5264, PG. 267 0� t �79 8g / ry o WO / o Q£ 1 PROPOSED VDOT STD. CG-6 (TYP.) " \ �SSIONAL Ej1G ° O PROPOSED 8" CL 52 DI WATERLINE \ �• LQT + 4 PARKING PERMITTED IN THIS iyx Q PROPOSED'NO PARKING' SIGN (TYP.) k O PORTION OF LEXI LANE y s° PROPOSED SANITARY SEWER 178 �� 3 / Q. PROPOSED STREET / SERVICE LATERAL (TYP.) PROPOSED TYPE A \ g • n PROPOSED SPEED SIGN TYP. BLOW -OFF ASSEMBLY N PRC: io+g1.63 ry o PRIVATE ALLEY (TYP..) t PROJECT BOUNDARY (TYP. -TIE-IN EXISTING 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 ry PROPOSED STREET PROPOSED ENTRANCE TO PARKING' SIGN (TYP.) \ \ LIMIT SIGN (TYP.) PRIVATE ALLEY ROAD CONSTRUCTION SIGN (TYP.) FUTURE PRIVATE TRAVELWAY -_1yx PROPOSED'NO � � \ oo \ PROPOSED UNDER PLEASANT GREEN PHASE I m m PROPOSED CG-12 (TYP) PROPOSED SPEED \ / \ MH-1 - z z _" • � ! 1 h PROPOSED 8" PLU PARKING' SIGN (TYP.) PROPOSED CG-gD `• � � / � � \ 9 ROAD &UTILITY PLAN S(SUB-zolg-00071) z z + LIMIT SIGN (TYP.) °z / / SED STOP SIGN (TYP. PROPOSED FIRE HYDRANT ENTRANCE (TYP.) O " /\ <� R �z 5 zo' UTILITY EASEMENT z z ASSEMBLYw/8"x6"TEE \ 3+ D.B. z6 PG. i O O -' r•LL e " _ - MH-27 PROPOSED VDOT OT. o� PROPOSED STOP " So 5 4, 97 1 O 2 u k ' MH;+ PROPOSED 8"x8"TEE z x \ PROPOSED q" CL 53 DI WATERLINE g g 3 N PROPOSED PROPOSED 8" CL z DI WATERLINE a y SIGN (TYP.) /G ¢ O O ¢ SIGN (TYP) ` ` / -. `. •.. 'l , , . `° & (3) - 8" G.V. ,- _ STD. CG-6 (TYP.) *,i '... yr ,y / � D/S � � � �' � � v v � + a Tq u u Zsa tih I e .. • 1 cG-lz (TYP) 5 6� ! / 8 OT `, �� - - S L PC:lo+14.60 3 2'r'P ,a -a a: 5 PROPOSED 5' CONCRETE SIDEWALK "' titi / / S 58 ✓ / `. LL `' ---- i11�p0 m � p ¢ O of < p q v " 10+00 15� ROPOSED 6' PLANTING STRIP O _ / M... m -' � 3 .'-J`. ':. / / \.. ,� .• / �x �\ � nn I _. �r W)_ M/ _ i Z Z N rn 3 5 SI 1-m m fA PROPOSED FIRE HYDRANT ° / ., M -- U m v l000R -f y 59 / / / 3z % � z4+o BL) C _ ASSEMBLY y M oR �RIVATE-ESZS�EG 29711+5°— � � O v cn O z O O z 1 5 z4+oo z3+oo E-28q' - ?q, PROPOSED WATER SERVICE LATERAL M—iz+oo �'BM LOT o w w 0 PROPOSED PUBLIC R AD 49 R VU zz+ 0 _��m PROPOSED'NO /A� ti3 �� ; OT \��/ / Y.. •• . ` ? �,. � 1 � z � � � � � 5 OPEN SPACE B- ------ 4 H O a a zz+oo \ PARKING' SIGN (TYP.) r n z w w - 43 1 MH-z8 C� (0. AC) j ,i ROPOSED 6"x4" REDUCER — > '" ¢ m m ¢ 3 - PROPOSED STOP C / /' 0 w f J J )g* PROPOSED SPEED 5 S l0 43 SIGN (TYP.) r Q QT \ / / . / / 4 .. LOT m ¢ ¢ m - - - - s / ROPOSED 6"x6" TEE & z Ip LIMIT SIGN (TYP.) PROPOSED SPEED za+ M / PROPOSED / . I O 6" G.V. \ J w w J L ) M -z6 So /¢ NO PARKING' 61 / y/. OT •' 0 15 ¢ a a ¢ yo / ro• \ \ / ,, REPLACE EXISTING 6" go BEND WITH 6"x6"TEE o o � r r 7 PROPOSED o SIGN (TYP.) /O / / /Y 56 / AND TIE -INTO EXISTING 6" DI WATERLINE _ - w w w w W II PROPOSED WATER I !" s CG-3. (TYP', y / / ROPOSED 20' ACSA UTILITY EASEMENT P. o_ MH-z9 I o (T ) o // OT / / (TY ) / LOT PROPOSED zo' ACSA �w > > �w OSE - - LATERAL (TYP.) : S . \ 28x o / LOT D SANITARY SEWER - SERVICE �,. // ', ` `� ; . oo y.. /" / OT 8 ; 2 w w SERVICE LATERAL (TYP.) 1 I PROPOSED NO pROPOSED'NO. ` • ` • ' " d � � 8 62 / /y / \ 5 UTILITY EASEMENT (TYP.) 16 > > PARKING' SIGN (TYP.)I PROPOSED CG-gD _ / ` / / \// ; w w i u 1 i PARKING' SIGN TYP. '. • ' ` ". 4 PROPOSED DECK i 55 - PROPOSED 8"x8" TEE I PROPOSED zo' ACSA ( )" ENTRANCE (TYP.) ig� 8 y 25R 'C• PROPOSED SPEED OT // / I I / / T zox to x16 (TYP.) / / / FIRE HYDRANT PROPOSED UNDER I I _ & (3) - 8" G.V. I UTILITY EASEMENT (TYP.) l l ( % (Yp LIMIT SIGN (TYP.) / % OT B T " 63' /yry! /: LEASANT GREEN PHASE I LO 1° LOT J o, M 3 ° (/ / / 1 T LQT Y LOT LQT So N H c ' / , ` / s i / • ROAD &UTILITY PLANS (SUB-zolg-00071) I ° V o o / "' ` ( PROPOSED zo' ACSA / \o .. . PROPOSED STREET / / / S�F PROPOSED WATERi'.. 1 1 17 ( 8 ¢I 77 1V UTILITYEASEMENT TYP. ✓ / �' xo OT \ j I LI 7 ' ImI I 176 I JS q �/ � ) / " ° •°'.SIGN (TYP.) SERVICE LATERAL (TYP.) I - w 1 •�i \ y / \ ! Iv)L I J I I; . •'. `LL . " �.: •'. LOT I I --- ----- /�� 53 %. `. `/ ]LF /o / / PROPOSED'NO/ �'x�' ?o / \ / /" J I I �' .. . ` . +. ` " " �/ /" / / o x \ // • . / / PROPOSED PATIO .. 1_ �I - J I I, / PARKING' SIGN oo j j //y/�J \ �7 SANITARY SEWER PROPOSED UNDER 1 I - - / / / / / " / OT �o'x�6' (TYP.) / LEASANT GREEN PHASE I LOT / / Q \., < F MH-�s / - • , / / %✓ / 2 / ROAD &UTILITY PLANS (SUB zolg o0071) .. .. .. J L — �� J y / as, 2 ^ . . / / 5 / � /. / LOT \ LOT \ w N N N N N / / PROPOSED 8"x8"TEE o 1 �• . • `" •� y �� / / / / / n°/ / g (z) _ g„ G.V. PROPOSED'NO \\ \ ' Q �� �R / I I 1H ¢ n o v N PROPOSED 8" SANITARY SEWER TYP. // / < % OT �\ `� �� \ 6" DI WATERLINE PROPOSED UNDER o N N 46' 44_ . •� , LOT / / ' \ PARKING' SIGN (TYP.): �' 'C - of °� , / \ PLEASANT GREEN PHASE I / �_ T$ 0 1 31_ `=.4 . `," MH z5 // ` \ �'/ 1 / C / / 9xso yo cy /\/ 51 s / • �� \� ti \ROAD & UTILITY PLANS (SUB-2019-00071) / / / \ LOT 3 - � 72 / / M . PROPOSED'N_/ \/ �\ Q �\ ry� C PARKING' SIGN (TYP.) Q \�� / 19 v / \. jv v/ h LOT / - ` •.EXISTING CEMETERY � �/LQT // PROPOSED WATER r � \ V � �� � ` • 9 PHASE/� SHALL BE UNDISTURBED ` " / / / SERVICE LATERAL TYP.) \� \ 2 / I I w / \ ( / .'�� 4d' ¢g:o ROPOSED zo' ACSA UTILITY EASEMENT DUPREE STREET ROAD CONSTRUCTION / / 2 \ \/ �� v �� /// ti /,� / 4v o- �� r A / O w OPEN SPACE,\"!� / / // ° �/ / �\ \\ LOT ROPOSEDUNDERPLEASANTGREENPHASEI� \ _ _ S d \ J PROPOSED SPEED 3o ROAD &UTILITY PLAN S(SUB-zolg- 0071) to C `� \ o Q�\ u/ / // LOT LIMIT SIGN (TYP.) 21 / C'7 Q �w ( ) .fir" \ qR \ / / / 0 / / \ \ 0.33 AC SF� / / ] / �\ / i \yam tg TIE -INTO EXISTING LOT \ C� So SANITARY SEWER MH \ / \ i \ \ CA PROPOSED 8" CL 5z DI WATERLINE r 31 LOT \ \ \ N \ \ / / / / REMOVE EXISTING PLUG FIRE HYDRANT PROPOSED UNDER \ \ / LOT i PROPOSED'NO� \ Ip^ OO 0 0 �� ioo' WPO BUFFER (TYP.) !. LL� \ \ \ / / / / TIE-IN TO EXISTING LEASANT GREEN PHASE I 22 \ Ch O \ ` \ / / 6 V PARKING' SIGN (TYP.) LOT \ \ \ Z '-' 9 \ 8" DI WATERLINE ROAD &UTILITY PLANS SUB-zol 000 1 � \ OOOo� O�OOOOOOoOO `�``" ( 9 7) LOT 23 \ I Q \ Q MH z4 * �. LL �t�// TIE -INTO EXISTING ALSTON STREET a8x o �2 \ I / O / / \ o 8" DI WATERLINE PROPOSED UNDER 4 \ / N J _ OO QO �\ \' O� / PROPOSED MILL &OVERLAY. ` LEASANT GREEN PHASE I \ / O loo-YEAR FLOODPLAIN (TYP. O \ \ \ / ��/' LOT SEE DETAIL ON SHEET 11. \ % g-00071) \ N � ROAD &UTILITY PLAN S(SUB-zol \ OOOO�Oa OO S 68 \ 0 0 \ 4g. C J^ ~ / J D.B20'U5264 PG �9TILITY MENT Q Q - - - PROPOSED TRAIL EASEMENT Oa PROPOSED LOT LINE (TYP.) \'Z \ / // LOT / / / / Q Tjx- / > 0 - - D.B. PG. Oo So - QL PROPOSED SANITARY SEWER RI Q Q \ SERVICE LATERAL (TYP.) \ \ \ \ �/ / LQT / / %F7✓ \ b `` d P �ypPO Q i Z J EXISTING STREAM - - - B' sy \ \ \ // j/ 66 / / / // qC� \ t: 3>xo W QVB � 52''R LL J LL. --- - \ 9 • � LL � \ � // � PROPOSED WATER �—? �� � � 00 A AA i / AL9 PROJECT BOUNDARY (TYP.) \ \ \ / C\\\\\ i SERVICE LATERAL (TYP.) p a (V O v v�� �'/ LOT /j :-'.• •'.` • - QO O O Oo W QOOo0a0o0o0o0o0a0o0o0o0o0a o Oo0° ° OO I U) D 0 QO OO a 0 Oo a0O O° 0 0o Oa 0 O \ 3 \ \ a ,r U Q Co PROPOSED zo' ACSA \ \ /C` ". ` "• " • ' S LOT Lu UTILITY EASEMENT (TYP.) \ �•'. `.` .' -" `' OoOaOOOOQOQOOO \\ °�\\ \\ \' �\ \ LOT 4$ ~ z U) LU ♦ o a Oo -\. \ LOT 49 ul LL.I Q ` \ 0 \ \ .\ \ so , 1 ► J ♦ 0 \ OO \ \ j' I ALSTON STREET ROAD CONSTRUCTION LL( v OO \ \ \ J= ° ` "•�' ROPOSED UNDER PLEASANT GREEN PHASE I LJ ♦ Q \ �© \ \ \ ROAD& UTILITY PLAN S(SUB-2019-00071) QO Cod \ © \ \ H z NOTES: \ " e , • , " .`• ° 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER \ \ OO.OPROPOSED SWM FACILITY & \ • `\ `. `�`. `� • `Ti Q CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES \ MAINTENANCE EASEMENT 4 "\`, •:. . ` ". "• ,". `, • ", EX-MH-5 \ TIE -INTO EXISTING BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL \\® \ :`',� OPEN SPACE. -- SANITARY SEWERMH / / W Q CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE NO \ \ Yl'. , • 'A' - - \/ / W OR PAVEMENT BEING PLACED, \ \ ✓", / J PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ `• (0.34 AC) �" � � � / � � z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ` "� o FACILITY'D' - SEE VSMP PLAN FOR DETAILS \ � • y, •� ` i / Q THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. \ \ \ "/" _ - 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND a \ �=. - - / DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING Q� / O FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY ba / S -" • ` "" ` \ s ' O SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. OO OO / MH-zl • -'-" ` - • CASING PIPE PIPE REQUIRED •• PROPOSED zo' ACSA 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. - 18"STEEL CAS 1 / , UTILITY EASEMENT (TYP.) 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL AT ROAD CROSSING O % INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 0 I / t \ \ SANITARY SEWER PROPOSED UNDER / OO % / - (0I u (0) GREEN PHASE I ` \ ROAD & UTILITY PLANS (SUB-203.9-00071) b / c ` ♦ o w --— O // I wW x — �CLRAPHIC SCALE r z p 0© / I I A 'n \ I\ JOB jjNO. 30 0 15 3300 — �60 120 II II 182154 13 O OO CO) _ I, Cad O O O Oo OO O ° •zo' UTILITY EASEMENT I \ ♦ \ / 1 SCALE — OO / OO a Oo � RAMBLING BROOK LANE CONSTRUCTION D.B. z6 PG. z� Oo \ ° ( IN FEET) / 1 \O o o PROPOSED UNDER PLEASANT GREE D 5 4, 97 O �j SHEET No. 1 inch = 30 £t. \ Oa rn)\ \ \ CONNECTOR ROAD PLAN S(SUB-z019-00058) Z 0 a a� 5 IIIT_r EXISTING 8" DI EXISTING 12" RWSA WA PARKING PERMITTED IN THIS — — PORTION OF MCCOMB STREET SCOTT/R. CtTLLINSZ 35791 w Al• ` • ` `. v "� ` "• ` : w+ w` ' ". w i6� w w CHANGE TO "CLING LANE" AT THE � PLANTING STRIP TIE -INTO EXISTING MCCOMB STREET -zo w w w PROPOSED 8 CL 52 DI WATERLINE — 0�0 12/27/21 _c . + • : OPEN SPACE4 '.e '. `.%."e LL.` "`.`` `. "`.�. + .3 _ - - - — _ - - _ 5 'CONCRETE SIDEWALK + PROPOSED 8'1 TEES w R • _ - TO EXISTING 8 DI WATERLINE INTER TI N WITH LEXI LANE. w w REMOVE EXISTING BLOW -OFF - T .�•�•+` 1F� •='— 31 �� - OS&(1)-8"G.V. Iw —wW y y - - - - PEN SPAC w `PROPOSED zo' ACSA II ROPOSED PEED (0.14 AC) e 4: • `. ` z° - - _ UTILITY EASEMENT (TYP.) \ I- �' • "PROPOSED 8'`x8" TEE .V •+`. •+` ` . •+ + . ` . • • �N y LOT LOT '', I 'E' &(3)-8°G.v. . . . e". P IN LIMIT SIGN TYP. LOT LOT 152 .'' I ❑%2 � \ LOT N '•• LOT �4$ 49 s: °I• .: +" ROPOSED .NO PARKING' SIGN (TYP) a M m 147 r- 6 `". M M M m M MCCOMBSTREET M'- \ LOT m m m ROPOSEDA.R.V.. M '` o v PR020S m M Mom- CQM i� MH- i - m�� ED:P(18LIC-ROAD. 56i. M m-,. M , Mjr '•' Sr PROPOSED WALL K LOT 4 - n = w f . R/W) = 80 - I I;EE \ C CK m { N E 2 zao'R 'qO A- 1 W` BA C _ MAINTENANCE EA EMENT (B - 46 T'SE „_- /� . o'R a �U . i5+oo DISTA zz+ 0 qD (5 . I C 5 E N 45 0 ?? 5 6 PRS LOT 145 i2 ... G z4+5o Soo'R 23+0o r5264 R/) o R \ N ' �p!� \ �5 - .- _ ., � _ -- � -, � d . .. " . • m �-1"�. � 24+00 3 z3+5o , PG• 26h / 2 \ 1 ° C 7 PROPOSED 8" SANITARY SEWER (TYP.p r` 26}Oo z+° LOT 44 \ - _ - , ^? - P : Mom/ o. LOT "^ PROPOSED'NO - - _ ._ - a I LOT 1LF2 143 ^ PARKING' SIGN (TYPJ I` , - _ - - - � ? z ,° ' r rr � \+ a 2 ryh + .. ?S'/'PROPOSED WALL I i5 (MAX. HT. - 4') LOT, 141 6 MH 44 zo " - - -v v .. -6 --. _ _ - a 140 PROPOSED CG-gD ENTRANCE (TYP.) 3 z0 m \ ; PROPOSED PARKINGSIIGN (TYP.) I °- z I 4 z3' m +Op ° C _- I PROPOSED SPEED p J PROPOSED 8' x8" TEE \ / ' _� k 21 z ' - za. ' ; G-1z (TYP) ( ) ¢ ' 400 a LIMIT SIGN (TYP.) a & (z) 8" V. " _ G LANE CE' 28 I ^ PROPOSED'NO PARKING' SIGN (TYP.) R(W\ ( ISTpN - PROPOSED STOP c g q i PROPOSED MILL &OVERLAY. co PROPOSED FI)�DRANT� MH-39 16 � O POID PUBLtC - 27+5° 51�'H 1 °+� I SIGN (TYP.) PROPOSED 8" PLUG SEE DETAIL ON SHEET 3.2. w D ASSEMBLYw/8"x6 TEE -, d - 28+00 ! 16' 9m \ PROPOSED'NOPARKING'SIGN(TYR.) o J f z m PT: z+ 3 PROPOSED STREET PROPOSED'NO z PROPOSED 8"x6" REDUCER 1✓� S �1 /ter + o 7 57 16 - SIGN (TYP.) u `' ; ( ) p P " �� z8 5 PROPOSED FIRE HYDRANT PARKING' SIGN TYP. FBI 16, �- ii A ' ASSEMBLYw/8"x6"TEE 1n z I 1 M o,R 16. so PROPOSED WATER > PROPOSED 6" CL 52 DI WATERLINE g 40 13' _ 5 PROPOSED ENTRANCE TO w o I I 44 1 m/ °o r 6' 7 S M{ . FRON nTVP 1 �� SERVICE LATERAL (TYP.) Ip EIP FUTURE PRIVATE TRAVELWAY W PROPOSED (z) - 6" 45 BEND 29 N z6' G< Q - - ,� s . SE - PROPOSED CG-gD ENTRANCE (TYP.) LOT I °oce CONNECT TO EXISTING 6" DI WATERLINE PARKING POSED'NO(TYP.) - v " \ c0 TB N LOT i a - - w/ PROPOSED 6"1 TEE & 6" G.V. MIGN 63' ~ o • N + 1 TIE -INTO EXISTING CLING LANE o9'R +5° 3 PROPOSED STOP PROPOSED 8 CL 5z r " r ° LOT 154 m 3 IT: z2+g7:93 M z9 wl LOT PROPOSED MILL &OVERLAY. PCC: 29+gg.4o SIGN (TYP.) LDIOT WATERLINE I w - 155 SEE DETAIL ON SHEETzi. PROPOSED \� 'w ° p LOT �56 PROPOSED'NO I 30+00 CG-12 (TYP) ?S N =�N 69 16 I NI LOT 157 PARKING' SIGN (TYP.) % o a ROPOSED 5' CONCRETE SIDEWALK CLING LANE °+50 ^ Pj Sz 3 3 �. LOT LOT 3z+oo 3 - - - - - - d 15g ' SIGHT DISTANCE = 280' 1 ', II LOT LOT i6o �59 TBA� - IL FIL , • .. `i s9 0 . — 162 161 _ _ _ - zo MH- z PROPOSED U PLANTING STRIP EXISTING 6" DI WATERLINE - -� PROPOSED 5TREET N 164 8 , 1�1 = = I - - ZO.\ -' 3 + o - SIGN (TYP.) I I Co I I --- z - ^ a\ LQT ^ • . - -- y6' PARKING PERMITTED IN THIS PEED- - I I I - 6 6' :i " 54 PORTION OF LEXI LANE d LOT PROPOSED S - - r LIMIT SIGN (TYP.) 16 1 . ` NOTE: 6" G.V. SHALL BE CUT INTO THE EXISTING 6" WATERLINE 139 gy ; s8' S 20 16' jam. ` `. ` MH 3zA • e 3R/ -R/W zz w 0 O U V) oi5 O z M O w J f w m Lu w o_ Ln w w NOTE: A SCHEDULED SHUTDOWN WILL NEED TO BE �- - ^ Y LOT I I N .. .. .. N COORDINATED WITH THE ACSA TO CUT AND CAP THE LOT I " �. \ ,`. z6 "T 26 - _8q o F a n PORTION OF THE 6" WATER MAIN TO BE ABANDONED - a 3 Q 166 I• " / N / \ p N 138 m 1 / 1 N PROPOSED PATIO I LOT 86 MH 81 PC:11+8218 u s9 LOT 1 I MH33 ':UTILITY EASEMENT(TYPJ•. I r \ I - PROPOSED zo' ACSA'+ LOT 1o'xi6' (TYP.) - b --- ' • " - " /` 3.84 .� .� I 3 \ D _ o PROJECT BOUNDARY (TYP. 3-37 \", `: ", - :"• '.`• '+ • 'PROPOSED SANITARY SEWER PROPOSED WATER- ^ 9°+:"• ", •: +.'LLLL SERVICE LATERAL (TYP.)' / LOT a I N Z H- I LATERAL (TYP.) LOT �I : ` `. " `. ` ', PR 3 ¢ OPEN SPACE - ,``. `. f` 183 POSED SANITARY S PROPOSED LOT LINE w, � I a7 SERVICE LAT t p J w I PROPOSED DECK I 1O6c o o 168 D' / I SERVICE LATERAL : 2 1o'x16' (TYP.) I I 3 I- N N I \ L. I LOT 9i I 0 3 PROPOSED CG-gD v� I -- N i 9' PRO O SERVICE LATERAL (TWP 1 z M ENTRANCE (TYP.) I� III I cK i • `.. `.'"'.' (0.37 AC) 82 ' LLI I PR III I 5' SID A 88'— LOT N . . . . . H_31Alv LLISEWER TO REMAIN I N { 16g . • ". ` ROPOSED 8" CL 52 DI WATERLINE ¢ I -Ln EXISTING 8" SANITARY POSED 8" CL 52 DI WATERLINE ROPOSED CG- D ENTRANCE (TYP.) • `.. ." `+ ` : r LOT 3 LOT I I 29 -. % PROPOSED LOT LINE (TYP: I 181 / 5 I h PROPOSED WATER N EXISTING zo' SANITARY I I 3 N L- -�° I." "' J SEWER EASEMENT I 1 - PROPOSED SANITARY SEWER�._ I / gz 3S — I ' ` ` ` PROPOSED DECK` `)I / SERVICE LATERAL (TYP.) PHASE III M (D.B.1396,PG.6 I I •'SERVICELATERAL(TYPJ .�:� I / o 3' ,`. z '\ 9) -I LOT 90, o .1 24' 20' L66'` 8' .1 \` _T` ' 1o>`x16' (TYP.). • _ LOT Q (FUTURE) Q 134 PT;1o+ z. z PROPOSED zo' ACSA 8' N m O _ 9°' � j Sl � N J 8S I zo' REA UTILITY EASEMENT (TYP.) ° I LOT II w l �C m PROPOSED VDOT Q� - I - d - - - _ I _� -- _ I 1 / ���i . y STD. CG-6 (TYP.) N a LOT SIG_N_(TYP.) I' - I - _ 79 / a - s ROPOSED SPEED LIMIT ` • N Q J��- REAR SET ACKPROPOSED 20 ACSA UTILITY EASEMENT (TYP.) I 'LOT �- 0--- 87 -- r - -, ■ ■ �� 33 ii�� Ea - o -__�' I I� I I as' / o°O\ O PARKING PERMITTED IN THIS P > 7 7 LOT I I � \ 7 101 102 LOT LOT � I• X �, " C) ,` PORTION OF LEXI LANE O • I 1 o LOT I 1 LOT - - -- IT LOT LOT j r l I 1 2 MH 37 3MI. ,� 173 3-74 75 LOT I 1 8 I / a - ,II P 360 1 I LOT LOT ��9 130 PROPOSED FIRE HYDRANT s5_ ROPOSED STOP SIGN (TYP.) 1_- 176 I 7 8T H / 3 PROPOSED SPEED W 7 PRC:1o+ 16 PROP J J Z YI LOT - _ I I / g ' 3 LIMIT SIGN (TYP.) 7 _ E I 5( _ I c, • LOT LOT II aI 12 12 128 I� ASSEMBLYw/LOTEi!, „ • o EET516N TYP.) I I LOT / PROPOSED VAR. WIDTH ACSA AS Q o PG 10+ z z ROPOSED STR ry V LOT 125 I CO wI 6 ^ 1 PROPOSED `NO 3 b ROPOSED'NO PARKING' SIGN (TYP.) — Q 131 v MH- PROPOSED 8" SANITARY SEWER (TYP. I 77 UTILITY EASEMENT TYP. _ -- PARKING' SIGN (TYP.) ( ) z J 123 wl X RON 5 BAL MH- - --I MH 34 h I • 5 SIDESETg`q N PROPOSED STREET PROPOSEDENTRANCETO pq LLu I --I h PROPOSED'NO PARKING' SIGN (TYP.)-_ - 36 I _ 10_ - _ / _.� 4LL 8- / I , SIGN (TYP.) FUTURE PRIVATE TRAVELWAY LL m OI _ 25_M - I M - - - - - m - - - (TYP.) - I` ` • ` �— 5� /P E/p - - PROPOSED'NO I L H ° ROPOSED CG-1z (TYP) PARKING' SIGN TYP. PR PROPOSED 8" PLUG ( ) PROPOSED CG- D I L9 PROPOSED C, jI, ENTRANCE (TYP.) > ` 6' S MI FONT ETB ~ `✓ �" PROPOSED STOP SIGN (TYP.) ° PROPOSED FIRE HYDRANT ENTRANCE (TYP.) LI O ., .` • h 8 z _ ASSEMBLY x6 TEE _- -- - r ? q ,y • ' ' � 20 S • CK ... `. • - w/ 8" PROPOSED VDOT J J OSED'NO PARKING' SIGN (TYP.) _ >6' 3 f' za ` , • . ` LL PROPOSED 8'1 TEE MH z7 _ - zo' zO MH-42 PROPOSED'NO PARKING' SIGN (TYP. l' MH'3° - o TYP. ( ) STD. CG-6 F ' _ _�_ _ z6 .•. ' . M M m M -- -- - -T ... m & (3) 8G.V. � �5 , ; ., . , . . " .., •: .. M M ... � _ m m m -- SIG °E t z80. PROPOSED PROPOSED 8" CL 52 DI WATER zo PROPOSED SPEED LIMIT SIGN (TYP.) m roh O CG-12 (TYP) _ wx ° �7+50 7 z6+5o z6+ " PC:1o+z4.6o 3 ?S d 0 I ROPOSED 5' CONCRETE SIDEWALK U Q W 25+So - M 1o+00 tib PROPOSED 6' PLANTING STRIP Y F - a — z' -2--g--i+8-5-0 iP, ; ,• -----4i l . - - --r - _4-4_ ' _ .._ I I e. • • . . +-•BARKI-N• G' S- I.GSPS,.NRPIwGOE(vTNEPYDOTP• LSY. )IkEPMD. IITI ---I-r,rt -I --" _- -�--- 35' _ v. N„I° .9' .,.. .. '_ —;wN 25+-0o N ti� am� z 4 + 5o l0004'3R,. ,,�.- PROPOSED PU23B+L5I0CR_SHYDRANTIG CEm •� PROPOSED FIRE W Btl ASSEMBLY w/ 8"x6 TEEz4+oz3+ LzL O 22+ 42S o PROPOSED'NO 5 5'MIN. FRO PARKING' SIGN (TYP(n W SETBqCK � MH-28 ul F_� 0� PROPOSED STOP 42__, - -_ - ,, f I, PROPOSED VDOT . . • Ed` + `.. • ".I' ` I-- to 43, �YP,.Z r _--- 1 PROPOSED S"x8"TEE "I _PROPOSED SWM FACILITY & a 1$' PROPOSED SPEED 5 S ^ -- STD. CG-6 (TYP.) I I M SIGN '� - I ` 11 I' I' "• • ` & - 8" G.V. II MAINTENANCE EASEMENT • : , I (TYP,. LIMIT SIGN (TYP.) i PROPOSED SPEED( . • " + "• -', ` MH-2 zixso � re i � � . m,-.. J-'.---'' I I 1. I `I- -- �II II I . •. (3) " - I IL. ;. 'p III.. - -y ..,I ) MAX. 1 LIMIT SIGN (TYP.) : ` ". 6 0 L1 LI PROPOSED'NO I PROPOSED SANITARY SEWER '" I I PROPOSED 8 CL 52 DI WATERLINE_ _ ON - - - - - - - - - -- - - -,- r - M y . -- -- -1I 1 I I I I ETBAC PROPOSED WATER 11 .. I IJ I K I . + LL LLV , _ - ` . •�. • . •.. ` . . PROPOSED "a PARKING SIGN (TYP.) I v SERVICE LATERAL (TYP.) I I I I - - - MH-zg------_ 1 CG-1z (TYP) U Z RONT �'-- ��, 1 I L _ ¢ II I . •, . . •• . - . ', " " j PROPOSED'NO I � � i � SERVICE LATERAL (Tyr.) . -- _ \. q � - - - F Q I PROPOSED zo ACSA Im I L _ II . °�. + + `• ` `. ` `. • � \ z (n MAY, , 1 r I LOT o PARKING' SIGN TYP. J;j Lj PROPOSED SANITARY SEWER " `. . • . I/ ?+° ° Q ,I 25 I r _ ( ) I �, _ PROPOSED NO '�---�-I' .•i." i�� o M.. 1. ETBACK', I, UTILITY EASEMENT(TYP.p w I SERVICE I PROPOSED'NO. +' 5 j l I I I � I I 'PARKING' SIGN TYP. .• PROPOSED CG- D / � � U) II I ^I ^I g ,I 3 '• .� ° I LOT j �___ i I ( ) 9 � ;. , \ w 4 I L u „i PARKING'SIGN XP. `. ` % __� c4 o I I ^ I""'• I II o II : ) ENTRANCE (TYP.)•�.,8 R. PROPOSED WATER I 'LOT $ pl PI 82 0 LOT I PROPOSED 8"x8"TEE PROPOSED zo' ACSA /$"4 25 J Q 5 I- I -- :OPEN SPACE .•• yll I 81 ., � C I I I I I I I `. "/" • . � / � LU SERVICE LATERAL TYP. I uPROPOSEDWALLJ I ( ) o &( )-8"G.V. UTILITY EASEMENT TYP. ( ) LOT I LI I �I`.+`. /I I LOT 3 ( ) W 86 J I" (MAX. HT. = 6') G 80 0 - I I 11 LOT LOT r _ s N LOT , 87 I I _ I ' . ---J _ _ 79 ° Y I LOT LOT `. pRoposED 2o'AcsA _ II _JI I 1 I'- I (0.19AC) I �aI I / / \4 °° LOT ^ II 88 I I I � � _ J I I _ - , • . - � I IL I I ! ' 78 77 : ] 76 i I 75 I I ", . • . ." , .LL -` +: � i+ ••• , - � UTILITY EASEMENT (Tyr.) � \ �8 >< Q LI PROPOSED WALL m / 1 L _ _ / \ C� 9 _ MAINTENANCE EASEMENT : C _ I Lu nl I I I I"' `'. • �. `. LOT I j ' J _L - JK J I wl I - - 1 I - J 1 '. :. . •� / 12,�/ O l J p REARS"ETBA� zo REAR SETBACK f I�I - I I J I—� // /H� 11 I / I I \ / / PROPOSED'NO , a PROPOSED LOT LINE (TYP.) ` o °* i � . • J. , . . / // / / PARK NG' S SIGN (TYP.) / w °o N 2' . . 42"+ •. ". LL..-`.""&4 7-- -- - -- ...",. , 43�� r ____1 -w� I I -��i� �3 43' 2, - - - - 0 J - - \� J / / // 73 /i o /� PROPOSED 8"1 TEE \S, / yl :.a "e " .` " . . 4�, \ & (2) 8" G.V. PROPOSED'NO . . i. • PROPOSED SWM FACILITY & _ 6' 44_ . + ` `- '+" PROPOSED 8" SANITARY SEWER (TYP. )// / / / / PARKING' SIGN (TYP.)' 3? PROPOSED WALL I MAINTENANCE EASEMENT 3z_ _ % / (MAX. HT. = 7') I 3° _ 1T� 5 ( \ S ti / / / 72 3 PROPOSED WALL I PROPOSED L \� \ \ i I 100' WPO BUFFER (TYP.) (MAX. HT. - 6') I ��\ PROPOSED UNDERGROUND STORMWATER MANAGEMENT I (MAX. HT GRAPHIC SCALE - .EXISTING"CEMETERY � / �/ I � \ / /LQT // PROPOSED WATE FACILITY'C' - SEE VSMP PLAN FOR DETAILS �O�O O OOI I I Oo(�WO P0202000053O OOOO O O OOO 0OoOOo �\\SHALL BE UNDISTURBED ` /S!/ ERVICE LATERAL /j( /TY/P/ . 30 0 15 30 60 120 71Zw� 0 OPEN SPACE. _ LO0OOO�0N FEE )jT OOD<I I (0.33AC QOoP� rn 00 w a Ln JOB NO. 182154 SCALE 111 = 30' SHEET NO. 6 rEXISTING 8" DI WATERLINE SCOTT/R. 0,5- NS'Z No. 35791 w 2SR roy 0� 12/27/21 c4 0 r / SIoNAL E��t z80/ SIGHT DISTANC' u I REMOVE EXISTING PLUG & TIE-IN TO 1 — — EXISTING 8" DI WATERLINE STUBOUT Lu Ill Z I- 1 ' IW _ Luw VI Vl w z w z I £ ROPOSED 8" CL 52 DI WATERLINE 00 w 00 f TIE-IN EMERGENCY ACCESS ROAD TO EXISTING U O O u DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. EIQ PT_aa+ 4•z3 /A ¢ O I ¢ EXISTING DRIVEWAY SHALL BE MILLED AND Y/ OVERLAID WITH NEW PAVEMENT. + II Z o a 0 of 06 0 " o£EXISTING SANITARY SEWER MANHOLE (MH-EX-az) — o Z z I LOCATION OF REMOVABLE n O I f 1 IM TO BE RAISED FROM 759-75TO761 U 1 BOLLARDS & KNOX BOX FOR EX. INV. IN= EX. INV. OUT= 6 F'I w � Z O U Z EMERGENCY ACCESS ROAD. ) \ 173 747 5 `A o J 0 J J 0 SEE DETAIL - THIS SHEET £ — V/ _o Ill w ¢ ¢ w 747 EXISTING 8" SANITARY 4 ao S ¢ w w K SEWER TO REMAIN PROPOSED LOT LINE (TYP.) o ¢ 1�C: as+os.zo— _ --_- ce PLu w a a w ROPOSED 8" 450 BENDS — m w w m / I - ¢ ¢ zo-PROPOS D zo' ACSA Ce w o o w \ \ SEWER EASEMENT ) LOT _ \ EWER396, MEET \ a0 7 I UTILITY EASEMENT(TYP) LOT o o .. > LOT LOT 122 123 W w LOT 120 121 w �c w / \ EXISTING SANITARY SEWER MANHOLE (MH-EX-uPROJECT BOUNDARY (TYP ) . — o REPR� \ ' LOT II III 119 -° DO' RIM TO BE LOWERED FROM 762.92TO758.0 \SEIBPCK LOT 118 PROPOSED8"x8''TEE / \ EX. INV. IN=745 99, EX. INV. OUT= 8z \ \ LOT 1016 117 la & (a)-8" G.V. PROPOSED' LOT 6 ° 1 PROPOSED FIRE HYDRANT PROPOSED VDOT LOT 115 - - - PROPOSED � � ASSEMBLY w/ 8"x6" TEE z STD. CG-6 3 / \ \\ \ \\ ` LOT 1112 ��3 PROPOSED SANITARY CG--az ((TYP)' \ (TYP.) 1y \ �SEWER LATERA{L�(TYP)1\ 4 T D15T - / \ \ ' --r•` \� \ LOT \ '�\ `� A.i / \ _ O W O N N N ~ \ PROPO�' CONCRETE SIDEWALK v — LOT \ \ "� PROPOSED 8"x6" REDUCER " LOT log 110 �� \ &6"G.v. y 5 J� PROPOSED 6' PLANTING STRIP . PROPOSED'NO \ LOT \m\ \ PC: ao+z \ S PARKING' SIGN (TYP.) 10H d PROPOSE WATER u 1 ' " v6' 7 90 M N v M \ \ / \ LOT 7 n\ SERVICE LATERAL (TYP.) d ao+ooM o+oo PROPOSED FIRE LOT �; 3 \ \ HYDRANT ASSEMBLY : ` is LOT O 1 106 6 ° E58P`K O \ �6+5o 103 104 0 25 MAX tia s 1+0° N m 9 l 14 d — - ` J \ \ �, PROPOSED CG- D ENTRANCE TYP.) !1 1� ' S \ EXISTING SANITARY SEWER MANHOLE \ PROPOSED SANITARY PROPOSED CG-gD "', • `" • ` \ \ T O o 5z 50' _- 9 _ ENTRANCE (TYP.)" ` ` PROPOSED 6 CL 2 DI WATERLINE o DRWATTERLDINEC _ 44 V (MH-EX-ao) TO REMAIN SEWER LATERAL (TYP.) • " • ` - ". ": \\ 5 zo \ � MH \ : • •: `�' " ` ✓ P KING - �s " • / \ \\ OSED 16 ro,PROPOSOED SSANITARPOSED Y r _ C'7 PRO NO PAR SIGN (TYP.) y MH-48 SEWER LATERAL (TYP.) M S PROPOSED WATER aF(tON zol 1 \ 1 0) Zo ; TIE-IN TO EXISTING 8' PVC SANITARY SEWER " .. • " M\ M PROPOSED'NOI N WITH PROPOSED DOGHOUSE MANHOLE : S`. MH-5o _% SERVICE LATERAL (TYP.) M S , ;- ABACK 2+So 5 S PROPOSED WATER —� \ PARKING' �O SE y6 rh SERVICE LATERAL (TYP.) \ � LOT � � =� LOT ,, — .. PROPOSED 6" CL z DI WATERLINE o — �.:.102 5 \ 33tO P CG gLOT 89 r \ \ 1 PROPOSED "' _o •S \ RO � ENTRANCE (TYP.)1 �', Q \ Ca ?SR m n 3 25 MP PROPOSED \ \ _� \ 90 I N J 0 ETBP PARKIN SIGN \ \ \ o 3+5 \\ CK \ LOT I - 9g 43 \ \ G \ (TYP. ( 1 I ' PARKING " LL _� \\ � � �� -- M °oo,R m /� � \ \\S \ LOT .� \ 9 N OPEN SPACE. •: o \\ 1 \ � J :r 6" 45 .00 z' \ J \ • 3 \ '••` PROPOSED BEND � \ I N (1.12 AC) r -'. ' : \ LOT \ 4+sue - — — \ \ — \ - w L II 0 \ \ PROPOSED zo' ACSA \ \ \ \\ ° 93 PROPOSED AL — i • . • . e ', •'" •'. • `. •- . ". "." • `.• `<''✓ \ �.., 101 -- MH- " "� .," �1 :� V MAINTENANCE EASEMENT \VA- " •. • - •�� '. -- 47 .o — o- \ \'UT T(TYP.) LL _ ERNS SEMEN 1 ROPOSED 5' CONCRETE SIDEWALK LLB •PORTION OF EXISTING SANITARY . , IL o _ TBA J CK 'N E E J � " . " . • . , . • . , . • . � " . , .LL '...LL• '. � .:off, � o' r ETBA I � � PROPOSEDI'NO \\ �\ ' (\ \ \ \ \ \ '` REp.R 5 � %J Z SEWER TO BE REMOVED & " . " • `. `✓ tii ' `\ g ` — PARKING' SIGN TYP. \\ ` \ J \ \ �. • EXISTINGEASEMENT VACATED " , • .LL b • "'• Y — 5 - r O Q L�G MH-" z • 49 \ \ �N \ \ to 'PROPOSED \ \ \ — • ( LLOTP / . ••`. "�PROPOSED'NO 1 \ OT \\ � ' •" y. _ 6 LANTING�STRIP — 44 • . - `LL -'. - . • " " " � I --I : .. :` •` •`. : ." ."LL. �.r •\ LOT \: LP 96 — a — LL \ y J ( — PROPOSEED io' PRIVATE '1 `, \gym \ \ — 3 e. �" d LOT v \ \ : LL:"`e' ` . " • " �� \ f `+ 1 UTILITY EASEMENT 15 — \ 100 _ _ n — PROPOSED WALL' \� \ , • • . PROPOSED STO MWAfiE 97 \ �\ — _ 44 Lu I— \ : PROPOSED za' ACSA " \ — (MAX. HT. = 6'). \ \. • • . MANAGEMENT FACILITY'S' -; - ". :LL ". ` "•e`1 ( V \ `Jt/ '� 11 LOT SEE VSMP PLAN FOR DETAILS'\ "" :LL'..�EASEMENT_ (TYP.) ! - t ' LL �` ( 0 1, \ / 44— - UTILITY — �. ` \ � WPOzo20000 .1 � _ \ -s4 — . • •�. " LOT N � � \ •v3 ` OPEN SPACE Q "-"` f -ti \ f — �•�: I PROPOSED WALL 0.26 AC Oo U Q t I I = = 0;5 �S 0 — O MAINTENANCE EMENT 0 — C S �- O J S PROPOSED LOT LINE O I t O \ _ 0 I- 1 O 0 1 — 6' •1." O — ! 1 _ 4 o ✓ . �`. — O O \ — — PR P W O OSED WALL 0 \ _ O O — — \LL O — \ v — _ z \ MAX. HT. - O 3 O O — — O O O O " LU -45 \ — O W oMH \ PROPOSED ED WM FA ILITY \ S O OS S C & - \ 1 \ \ 0 LL \ aoo' WPO BUFFER \ `,�• `/. • '. - Oo \ \ � � ` i MAINTENANCE EASEMENT Oo � J \ O PROPOSED SWM FACILITY & i � ,, nn OO \ \ \ \ \ \\ c / MH EX 9 MAINTENANCE EASEMENT \ ` �O p 0 \ Lu V 0000 \ s \ \ \ / \ \\ Oo 00000©0Oo0 0 \\ \ \ Y+ / . " `. ' ' " / aoo YEAR FLOODPLAI \ 0 0 U Q 00 0\ \\ \ /\ S / - --- - _ / o I 0 \ \ \ TIE-IN TO EXISTING MANHOLE (MH-EX-9) p O O ` — / / OO O 0 � Lu \\ \\ / / S� 000\0 000000000000 �,`\\ // 000 0000p 0 W 0� 0 _ PROPOSED TRAIL EASEMENT 0 0 J \\ / S� / p0� - �0000000(D0 000000000000 / D.B. ,PG. ©0� / Q PROJECT BOUNDARY (TYP.) ' \ \ �O 0p / 000 0�� GRAPHIC ( \ \ / � 0 'EXISTING STREA / — _ _ / 0 0 0 O _ �� 30 0 15 30 6C: 120 0 \ S / _' 0 00 ®��DOOO J/ \��/ 0°000 000 ® o ® O0 O _ \� @0 0 0-(0 0 O-., / // — — — 00 — _ _ _ — ( IN FEET ) �" / _ _ 1 inch 30 ft. p0\ O®3O-Cps/0O0 O 0 In 0 O O O O O O O O O O O O JOB NO. 0 QO Oo 00 00 00 0 0O 0° 0 0 0 0 0 182154 ` O� QO 0O QO Oo 0 0 0 0000000 Oo QO 0 0 0 0 0 0 0 0 0 0000000 o 0 111 SCALE Oo 0QO 00000000 \ s \ 0QO00pOo0O00 0 OO 00000 ooOOQOOpo 000 O OQ00p0p0 OO 00pQ00o000 Oo OOOOOOOOOoOpOoOo000O0000 OOOOpQoQ°OOQOQ°Q° OO O SHE NO. O i 3/1G` STEEL PLATE WELDED TO POST 6 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/ 3/8' DNA. HOLE FOR LOCK FINISH SURFACE "' NE OICU 3" DIA. GALVANZED _ ' ' " STEEL PIPE SLEEVE CPAINT ABOVE GROUND i PORTION SAME AS POST) CONCRETE FOOT14G _ 3/1G' STEEL PLATE WELDED TO SLEEVE 12' NOTE, DRILL A 13/1G' DIA, HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. I I I II I � I I I PROPOSED DEC ao'xa6' (TYP. 1 EXISTING zo' SANITARY PROPOSED MILL & OVERLAY. SEE DETAIL ONSHEETII.` 1151 G R=742.1 y * - �`I �I I F E 74z81 � 3'", I LOT _ / / \ i8o G LOT PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN G R=74a.�3 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) I YD-z6 0y i \ \ � 11 PHASE III I LOT, � � \ + R=740 3 ° / \ 178 F 8 ROPOSEDDRAINAGE SYSTEM \ \ \ (FUTURE) LO T G R7739!50 o I 3 / ROPOSED VDOT STD. CD-i \ \ \ \ \ / - - - 77 F -,SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX PR WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF -PROPOSED zo' PUBLIC \ \ 6o LBS. PER ACRE, OR 1 LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) + \ !fDRAINAGEEASEMENT - - - - YD-zA • ` 1 5.3 \ \ NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE 6 \ V A INSTALLED AND STABILIZED UNDER A MINIMUM OF 4" OF AGGREGATE 34 I/ 73\ \ i6B h \ - TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. 3zg ROPOSED VDOT STD. CD-2- \ \ PROPOSED VDOT M PROPOSED zo' PUBLIC - - - - _ \ PRO D- RAI�NAo E EASEMENT � / ry23+5 � � M M 3 \ \ DRA o I7' 4 s Hz4+ooRA BLINCi BRQ ANE(3 23+00\ - PUBLI STREE \ ' 4} rv, AI ~ 3 I :-----i I I. I �i - I }�� / I ; � M � 1\II I N � • ' i¢pp R M �� 1.. 74 738 I' _ -� , _ � I - 1 • � \ 1 � M \_ GAR= .6 I GAR-737 737 7 F = \ FFE= I. . ` .)` � / • " 1 � \ I FFE=738.33 L F E 738 0 736 737 3 BSMT- p;8 1 � .. i" 73 3 736 I LOT I I BSMT�zg:So I I i BSMT=728.5o BSM-728.17 7 7.50 • `• d `• • i. `• • I / % / / / ° ,. LOT _ ps x I � SLOT LOT LOT - / I f _ 6. - / I I I �\ I 8 0 77 r 6 - 7 7 I 7 I z6 L 75 \ LL . ' ' `. 7 / LOT /74 / r- - t •LLl' " • ^e • l / f 7 S 7 PROPOSED VDOT STD: CD-i, 1 .\.- - - J 7z6 � - 2'; .�" • •. •l • �:'. - L l� F 73 BSMT .3:17 LU- , f/ LOT R SLOPE MIX 72 4TE OF / / \ `. •V. \\ \ / / / //? / BS 83 /ISE(TYP.) ioo' WPO BUFFER LOT LO - 7 �lor® >'� �D D OO Oo OO D O ioo'WPOBUFFER (TYP.) - v ✓ v v OO D © O O� ®�0 - - - ioo-YEAR FLOODPLAIN (TYP.) PROJECT BOUNDARY (TYP.) (a (a D D no n ^ \ t \ SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)) \ \ EXISTING STREAM QO Oo DID \ \ \\ \\\ \\ O / \ \ \ O° Oo 0o D Oo Oo 0O� oC�Qo D D D D D \ \ D �i O \\o D \ _-__ --- -- _--- /\ \ �000 \ \ \ CO _ - / - \ 30 0 30 60 _72011 DRAINAGE DESCRIPTIONS - \ \ PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 16B DI36 CG-6 6 735.50 16A 15 28.26 0.81% 727.50 727.27 RCP 16 DI38 CG-6 10 735.42 15 15 104.11 1.03% 727.17 726.10 RCP 14 DI3B CG£ 6 734.00 13 15 90.62 1.74% 726.00 724.42 RCP 12 DI36 CG-6 8 730.42 11 24 93.89 1.68% 719.58 718.00 RCP 10 DI38 CG3 10 723.58 9 24 93.37 1.79% 711.50 709.83 RCP 8 DI3B CG£ 10 715.58 7 24 12.54 1.99% 708.00 707.75 RCP 4 MH - - 713.00 3 24 133.85 2.29% 707.00 703.93 RCP 2 MH - - 705.50 1 24 46.37 1.79% 703.83 703.00 RCP 8B DI-3B CG-6 10 715.33 8A 15 28.04 0.82% 708.33 708.10 RCP 26 DI36 CG-6 12 734.25 25 15 29.74 0.50% 727.17 727.02 RCP 24 MH - - 734.25 23 15 27.74 0.87% 726.92 726.68 RCP 22 DI3B CG-6 8 731.92 21 15 147.12 2.77°k 726.58 722.50 RCP 20 DI38 CG-6 8 728.42 19 18 22.32 1.03% 721.08 720.85 RCP 18 DI-1 17 18 20.90 0.72% 720.75 720.60 RCP 12B DI3B CG-6 10 730.58 12A 18 27.78 0.90% 720.50 720.25 RCP 20B DI-3B CG-6 8 728.50 20A 15 27.68 1.16% 721.50 721.18 RCP YD-1B 12" Yard Drain 12 65.80 4.06% 714.00 711.33 HDPE YD-1A 12" Yard Drain - - 714.33 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 ( W FEET ) / 1 inch = 30 ft. PROPOSED zo' PUBLIC DRAINAGE EASEMENT I M / O° // MCCO' STREET M i' PROPOSED DRAINAGE SYSTEM 1 / J I I 56' PU Er / L ` SIC R. LINS'Z j PLIC STREET 1 PROJECT BOUNDARY (TYP. p.6'8�34, PG. z97 / U No. 35791 24 \ �3k j �3y / - - \ o�o� 12/27/21 cV4 kx / X. / OPOSED 8" HDPE ROOF/FOUNDATIONIDRAIN,- SYSTEM w/ io' PRIVATE EASEMENT ( Y-72 PJ- /: cn cn - - titii Q r /'GAR-7335 vv - -- --- z r w 'Y 1 w !�3 °• / FFE-73 17 ' \ \ 3xso � - ` � P � o f f o / 4 33M - - - ^�\I P���E�I� ¢ o o ¢ y pR\v FG U u �v GAR=73z / 2 �2 4. M ¢ � < ¢ FFE= 58 / ✓ \ F, POSED zo' PUBLIC ° 4 F 733 S / \ �23+ - i o75 oz5 r- SMT=723.67 l ' / - 1 0p - - - o Vl o cz INAGEEASEMENT ` / �," o o of xc o o - - �7 Z ¢ o / LOT ( - -- ' �4 . i o 0 x. AR; z.1 Mai- J , y _ � 73 � PROPOSEDiz HDPE YARD DRAIN SYSTEM >' > � � > / y FFE= z. 59 ' SoM M 11+50j Z z �- --. I LOT O ce E > > 73 83 / _ ,w/io P-RIVATEEASEMENT(TYP.) =lz+oo U m Y SMT=7z3.00 H n� z z r. / \ - 14 w m o 0 _ LOT / \ -1 /\ / OT --- _ / Q J = w w _,.7 z1 t5 / 10•/ 7i7.00 57 z < OV OV E 73 7 60 o ¢ ¢ SMT=7zz.33 LO ~ n z w w m m ¢ c� . ROPOSED VDOT STD. CD-1 61 m m 73 % � (3=71 .00 SMy=7 \ LOT i o 0 / 7 / L w w I GAR o. LOT a a 7 o / 64 FFE=7383 6z l i / 55 ' / / \ \ w w � SMT=7zi.00 /. / H-73-7.67 - \ /, LOT FFE= 8.33; - yt •� ! LOT j3o.8 63 xoo' SMT=7u.o0 \ / s FFE- / 53 r � ?px n - - OPOSED VDOT STD. CD-2 Q / `e % � , + - G =715 0o O v°' q�• \ \ / � \ LOT /� LOT FFE= a5 67 v 28 / / / 1 z8 � .. .. .. 51 /� i - / \ \ \ / / / / / / / / \ p Lu ti N N GAR-714-33/ / \ \ \\ / PHASE I / / \ LOT N 1 19x - 00 \ / ..\ i i / 20 \ SM7 00� / �� L9 30 oAK=72 SE723.i / /�//\\ c'7 31 / \ \ C'M LOT \ \ LOT �/ // vv / / \ / vv 22 \V A v/ N / / AR-71g:g �, v LOT / LOT V A 6g v / // vv A 32 \ / / \ / 4 LOT 2 V A I C7 �8x/ v \\ // 2 3 I / o �v 4 \ V 1 LOB PROPOISED' V v v ° v v V/ A -I-� Q v� , / 68 /� VDOT STD. CD-1 h��Q 1 q v v v ��' - - / / / / \ i I y S OPOSE� RAINAGE SYSTE / \ O� CV LOT Q�; 3�� A f \ �� ya Q Q /log/ 67 /PROPOSED zi' PUBLIC 5 \ > 0 �i yv10 DRAINAGEEASEMENT� 0 7 L1 L / / LOT \ W 7• Q 66 u p v 0v v s J04 d o v tip i !- U v�> I --I LU y /LU v 0 v v / v v �Y �o ry a1 �i / ✓LL _ LOTQ L9 �` -- O z 65 �8. r _ N _ / A V A // " . ">.' ;tom, • `. p LU U Q LOT LU 9 Oo _ Z z \ \ \ \ \ PROPOSED SWM FACILITY & \ ` �• \ \� \ LOT LU \ \ MAINTENANCE EASEMENT \ 1 ` \ e \ e\+ i 50 U) LU\�\\_ \ \\\ \\ 's `.ALL•` \`. \- a - \ \ 0 0 LU PROPOSED UNDERGROUND STORMWATER MANAGEMENT �o� = L`,'�" I I \ \ LU `J FACILITY'D' - SEE VSMP PLAN FOR DETAILS \ . '"`. ` ` "•: a `: ' \ " _�' ' \ \ LU LU \ \ \ \ 60\ PROPOSED SWM F CILITY & \ ` \' LL k LL \` MAINTENANCE EASEMENT- / • \ - - -' s C:)O r \ \ V QO / • `. I `� N SEE VSMP PLAN (WP0202000053) • ` ` � �' I v�v �� \ \ -\ FOR SWM OUTFALL DESIGN i \ /NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE / _ I I \ oLu EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 1 I I 1 G) \ \Ln JOB NO. Drainage Easement Chart Pipe No. I Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro�ded (feet) 3 24 I8.6 1 21.0 1 21 Qe O Ol7• � OO OO • � �0�,� • ° �J oc.,c �o• o, � � o o Vo • •O O O ©OOy`, 00 On \ \•\ O� OO III Il ,� � (w' 0 0 0 U 0 E 0 /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 1 000 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 , . w. ` B wLL w w w w T1A; - w - ---- ---- _ / / �� 12/27/21 .cv4� / `�6i` `,_ - 7 758- - w w w - w W - -� o��SSI o LL` O i3 4D �\ Y `. `. • 75 / / �L -- --- - - -- / - -- YD- C --- , , / 756.0 �� ` - � ' t16��`. ` . �'. 7 754• . i< 7 0 � - 66 LOT LOT PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN ;75.z 6B ` 75 J YD- E LOT 1 1 152 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 4 00 4 - I LOT 150 „ c�-. _ \ LOT T G) - - / OT 148 T4c n G m A m I 4 `. 58. " ' . ` TGl TD 11 11 JJ • .7 ".'` M-�M - .• g ��i. 147 -n➢ - m7.7 �I v+�v, _ h G m A m A co ;l ; . . `. `... Y'� MCCOM.B STf2C M _M c c 1 T J J J N p - - T_/ .- CE �M M - 6 U PROPOSED WALL LOT 1 6 m �:;, v o U 4 \ n v o_Q J--- m i Z.+ o; RUBLfCSTREET I / --}-- - pB LICSTR E H MAINTENANCE EASEMENT ro° LOT 1 G m o - -- o / + 2 +50 5. z4+ o - +00 zz+50 sz34, P EET a 1 45 m 9 n m o o I 5 / 15 s 24*Oo + 0 23 G. zo> 7 u �o - I 144}oo ro 3 z3 5 �f \ LOT ,1 --- �e - 4• / h / / `'�' �,i� c �G m� i vD- o, io / I --- LOT 143 v 1\ 4 -- _- i c 764 TIN � LOT 142 T � m � $'1 5 76oBW 1 1 m m�A o,- -'mom -- 26-_ ---- - - _-- EX-3z 756� -- ===-___- �- 66 / - .:\ PROPOSED WALL 140 mac;, �'ir Pw m o - I m- _ -------------- _ r� a (MAX. HT. = 4) c G* c� �, '� `a , � - - DRAINAGE H _ 7-5� z •O - - - 27xOO - _ + / /PROPOSED 20' PUBLIC \ - J _ PIPE INFORMATION E INLET INFORMATION • DESCRIPTIONS 'z ^gyp c \0 4 --m E / DRAINAGE EASEMENT - TR. N o cum SLOT RIM a M j -N / DIA. LENGTH* SLOPE INVERT INVERT MATERIAL INLETTYPE O f PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN I � o ° MGM CLIN MEET : 27 " _ (n) LE (ft ) h) IN INRT I OUT Type LENGTH ELEVATION L j 2 o v? _ SYSTEM w/>o PRIVATEEASEMENT(TYP.) PROPOSEDVDOTSTD.CD-z /- PUBLICS N LE / S 3sa0 DI-3a cGm 10 7as.oa F"� w U _ I M - �g}oo { o PROPOSED 8" HDPE ROOF FOUNDATION DRAIN 36A a 33.24 1.zo°� 738.00 737so RCP o c 762 TW I - / / 76o BW M i -nn G� SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) 36 DI-3B CG-6 a 744.75 O u _ i , / �/./ � - Zg}CEO ' _ o T G� m � ' 35 15 162.53 4.25% 73T50 730.60 RCP /� z 1 Vu/ 0 1 o T-G�- m 'n m A �, � DI-3B CG8 6 737.42 > j � EXISTING 12"CMP 4 8�/ IN ➢ u v / w U 11 ❑ U'1 n , CULVERT TO REMAIN 66 �5 M _ \ i 3aA 15 33.57 1.19% 73oso 730.10 RCP W u 1 r T (1 I fn 7J N J O W I 3 / 34 DI-3B CG_6 10 737.33 - - - - - \ - - , • 48- r I� _ 1� 1 -n Gl T11. j0 J O 33 18 36.83 0.62% 730.00 729.77 RCP a 153 I I r++1�15° 32B DI-3B CG8 10 738.25 c LOT T LOT LOT 1 --- `� 32A 24 27.72 0.54% 729.67 7r29.52 RCP c I }5 47 6 N 1 54 / I c r PROPOSED DRAINAGE SYSTEM l 46A y 44 32 DI-3B CGE 10 738.25 p CLING LANE LOT I� Y LOT 156 - _ 55 3 X \ I 150, PUBLIC RIW (n o+pO + GAR-756 0- LOT 157 31 24 174.39 0.52°h 729.42 728.52 RCP • 30 DI 3B CGE 8 744.75 0 0+ 0 4 r FFE -'` f o J , LOT ' LOT �5g I { Z \ zs 2a az57 0.ea°ro 72aaz 7zaoo RCP z z w 0 0 U V) d5 0 0 z 7 0 w ce Q LU w m Q ce w d 0 W U) w ce G Q7R71 T 1 1/ \ LOT 160 59 _ - m M / - 2a MH 746.58 �� _- --- - -- - 27 24 11.31 1.50°h 727.00 726.83 RCP 765 3 LO16 / N 162 161 �__ -� YD-zE / / -- _ 38 0I-1 - - 735.33 PHASE III 37 18 29.70 1.08% 730.92 730.60 RCP ';V I LOTGA =71 - = ��\"i� ��"• / ---(FUTU RE)EXISTING 12'C/ 139 F - - 446 a 58.26 1.72h 751.00 750.00 RCPCULVERTTOREMAIN 6 4MMHH - -- 775567..0920 N .. .. .. N / I G - 61V0 \ / LOT - I I I 4 " • • 75• - / 1 8 F =756.6 j o I� j=755 1 ..- 166 J %`• 4•_ ` . = `. .� az DI-3B ccs 10 750.92 o -' N / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 3 PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN. y% / LOT a } 36 41 18 100.34 3.14% 743.00 739.85 RCP N -� 6' ;. LL. / I . , SYSTEM w/ io' PRIVATE EASEMENT (TYP.) _ • ', • `. • ". ` `. ' '. ' - / • � fiA - - - aoB DI-3B cG-s s 7azso SYSTEM w/>_o' PRIVATE EASEMENT (TYP.) • " FFE- -I LOT \•' �t 4 1$4 G R=766.17 -4 37 - 754. 7', 5%I - �..• AIi-7537 { y ` . `" • • / B{ G / / � _ 40A 24 27.69 1.16°h 739.75 739.43 RCP LOT GAR- 1 / 1 75533 `• `•/` 40 DI-3B CG_6 8 747.50 F 16 YD-zC a / 1 I j I\• ` ^•- y / LOT ,"i/ / / 39 24 54.76 1.52% 739.33 738.50 RCP w o YD 3D R z. o LOT 1 183 G R=744 SYSI-75333' fFE I PROPOSED 2z" YARD DRAIN SYSTEM '" 745 5Q �{ " / - - - - asB DI-3C cGa 10 755.25 Z I w w/Oo' PRIVATE EASEMENT TYP) EM oo LOT GAR 754 0 42 3 0 / EASEMENT(TYP.) ' I 8i ~ -I- II _ - _ 4 o _ T - � I � 1 w io PRIVATE EASEMENT TYP. / a2. o F E- d f; �, / _ _ � - � - , aaA 15 3a.7o oss°� 7aa17 7a7s3 RCP � PROJECT BOUNDARY (TYP. - _ _ - _ _-° /01 - 74 $3 .LL '.` LL jam` " 182 GAR=743 5 / \ - 48 DI-3C CG8 10 755.25 w / ( I 136 FFE- oo AR > YD zG �• `�. • / LOT ULI4 75 7 ^ 744 7 - „ o E- 1.8 16 PROPOSED 12" YARD DRAIN SYSTEM • ` ! - 6 / a a7 1a ss.52 oss°r° 7aza3 7azv RCP f� Q'ULI // / / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN -7 _____- I I/o F 75 L09 h w lo' PRIVATE EASEMENT (TYP.) I LOT FFE- i / / \ C 7 SYSTEM w/ 1o' PRI 2 / v V I I I (TYP.) -- ' -- / �T ).0. / / / / 46A 15 33.59 1.49% 751.75 751.25 RCP DI-7 757 75 / / ATE EASEMENT(TY PROPOSED 12" YARD DRAIN SYSTEM' LOT GAR=751.67 6% 3 4JJ'. L - - _� $" I " " " 181 Gf1R=74z.1T _ 5fJ \ N t 74 �• " YD-2F . `. ` `. ` `. `. ' `, `. ' `. !- I /� i / I I YD- C 135 FFE=75z3�,- I> :. -� "•^ ` ''.1• d`•` Imo' / � / / w/ 10' PRIVATE EASEMENT (TYP.) `" • . • . -, . `. / / / 3 �� w _ .-• �=.`�" _ ' ` r .` ` )� I LOT _ / 1s 3.38 12.21% 756.00 754.00 RCP � Z YD-3E LOT z W ROPOSED VDOT STD. CD - - - - LL`.`744 180 GAR=74i:5° f l / / \ 52B DI-3B CG-6 10 755.17 / / ❑ 7 .00 GAR=751.00 0 °o J / / Q 7/0 + ~ �46 I p ! FFE=74z.>7 7i a 52A 15 27.63 0.83% 748.25 748.02 RCP N J 134 FFE=751.67 + QU �Ii - o \ YD-3F 753.0o o.00 '`1 I 74433 - - - • ` I / ° -r _ - - - - - - 52 DI-3B CG8 10 755.17 : NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE ° LOT PROPOSED Lo HDPE ROOF/FOUNDATION DRAIN Q d � „ ^ � / " GAR= O.$ --- 1 � ` \ 51 15 163.33 2.71% 747.92 743.50 RCP - LOT G;AR=75o33 1 3 Z7 NSTALLED AND STABILIZED UNDER A MINIMUM OF 4" OFAGGREGATE _ 1 - 3 0 / SYSTEM w/ io' PRIVATE EASEMENT (TYP.) N 79 FFE > 0 7i ;-_ •. � ' \ so DI-38 cc� 10 749.00 Q F E=751.00 70 o z� TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. I 74 5 / / \ as 15 64.16 1.82% 74ta2 7ao.25 RCP N �I 133 : LOT LOT LOT LOT / : �" �I I YD-2B o° / - / w _ LOT 1]° 1 1 17z LOT r I ` I LOT/ \\ sob DI-3B cca a 7as.00 I - - LOT ', I 1 2 GAR-749.67 I / - -^ o 0 7 o m173 �174 175 ' LOT �" 7 R-7Qo.17 7 > o I _ 1 $ / ° ' / \ 50A 15 27.66 0.83% 741.75 741.52 RCP \ -- r LOT LOT 3 FFE-75033 '7 10A, -11 co o o p I #r__ 3 - <tl W ' I _T- 129 130 YD6'33:. aII \ li o - - OPOSED D \ - - -- -- - '-�� o ^ 1]6 I /Z /` R RAINAGESYSTEM \ \ W__ 128 -n _„ -n G1 - _ �� JI • ca m O ! I I i /� / / YD-2E 12" YaM Drein 746.00 LU JT m 1;,I �w , n u �' �� �� Ty -LOT £ m �' I L F E_ 749Oo o/q w^ w I I Q ', __- -- ' II �LL _ _�� w w " I LOT % �/ (q / \� \ 12 20.30 4.93°h 742.00 741.00 HDPE JJLOT o a w w =oROPOSED VDOT STD. CD-i p I OT 749 7 ¢ o Q 77739 5 °3 YD 2D 12" Cleanou 745.25T `- � 2u � 11 �Cr- w w iLO ➢ n< I - �w �LL ¢ ^ ¢^I1 124125 I '-n Gl m A fil 77 _ O II w � \ 12 44.65 6. 741.00 738.00 HDPE '123 �G,R w 3 YD-3 - -f 1 \--iIp----- o w W !' _ - _ - 3g \ U) PI LU II J � w w �- � I I -- _ _ I ¢ -- --- }o _ - !, n It I �'' ,n _ _.� o w - ---_� - -- OB 3 \-_ ----- -- io_ _ - - o 4 / f ! - PROPOSED 20' PUBLIC \ \ \ \ 12 68.50 3.65% 738.00 735.80 HDPE LL �%�W __ • • _ _ f y YD-2C 12" Yard Drain 742.00LLI "' o -I - - ` YD 2 / �� /, ^I \ YD-2B 15" Yard Drain - - 739.00 ,, nn J � v, w �11 0 � _ _ _ _ _ - - t _'� --I ' � = J' . + o � � DRAINAGE EASEMENT JJJLLL . u� „ _ _ °.' ROPOSED VDOT STD. CD-z _ - -- -- --- -_ -_ ---- -_- '. >� �� o `� ` 12 55.90 0.89% 735.50 735.00 HDPE L9 506 `'',.- - \,, ".5.. ,✓ YD 2A-,' ` 7 3_ \ YD-2A 12" Yard Drain - - 738.50 O N I- __ W _ - , �- _ ___ - • • / . 3 . �q-p� _ �;5 S," ��• ` /� / \ 12 60.30 1.66% 735.00 734.00 HDPE PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN, _1 ' "� " `� / 343 \ \ YD-2 12" Yard Drein 738.00 w SYSTEM w/ io PRIVATE EASEMENT (TYP.) 6 „,: 34 I/ -73 16B - - - - 12 31.50 tss°k 73a.00 733.50 HDPE Q N SYSTEM w/>o' PRIVATE EASEMENT (TYP.) M oA o - M ( I\ �- O - M M 3zB PROPOSED VDOT STD. CD-z, r °: \ 0 27+00 f. V�'-.26+ O�, O M -I YD-2H 12" Yard Drain - - 753.83 U ', ^ 26+p0'.. �� M.'. _.-__._- -__z _J-�. "• • ... - - 12 70.40 6.39% 749.83 745.33 HDPE 1 wx 8+00 ,n � g � Z + M 1�-M 32 .. PROPOSED2o'PUBLIC = W ,. ,• _ , ,: - - - 5 $0 - _ - YD-2G 12" Yard Drain - 749.83 z8 5 \ DRAINAGE EASEMENT j \ •' 25+00- - / - p %° / _ rv23+50` M \ M_. 1 89% 745 33 740.33 HDPE w V M - M +00 - .. •..,•„ �.._ 31 _./ '.'2+ +O_ r - 12" Yard Drain - - 744.33 z `. ` - 4 so RA BLINCi.BRO AN g6 M\ �_ 1z 3s.00 13. z z ' ', , I '. PROPOSED6 WIDE • ` ` r. -- ---- _- ,•.- / '"24+00. \ ..23+00 \ lrp�1`.-, 12 84.85 5.69°h 740.33 735.50 HDPE - z9+5o - - o so - - REVERSE SLOPE . ` ". ,� TREE zz+So - M U) LU / ..,, I', � Poo \ _ • . ; .. .. UB - - 1 / PROPOSED DRAINAGE SYSTEM M i _-- DRAINAGE BENCH , - `, }e - 1' P/ LI - _ _ YD-4C 12" VaM Drein 756.00Lfl (n w �:. %ate \:'-: I I`• `" •,l• . `. . ` `. �` • `" I .. rn - -- . _22+00 12 68.20 0.77% 752.00 751.50 HDPE / . �• Sz � � - • � • I I PROPOSED SWM FACILITY & �"' • \` •• - `_ YD-4B 12" Yard Drein - - 756.00 i- �o - _ GAR=749,17- I - 1 LLJ - - - - GAR=751.00 I , • AGAR=7M4 I �TENANCE EASEMENT - o V IFE- 3 • . ` L. _ -- - I M o " .'`• . ` YD-0A 12" Cleanout - - 756.67 LLI GA75 I FE-751.67 i 749T$ o` fFE= ! " I I _ _4 I " 4 GAR- _ �___. I __ '.I r. �.'V ` • �y _ .� ��1Y)-� 0.00 4 8. 745 O: 7 2 �' �.. i I � I--�. �� � \ ': " ` ` � � � - °•; 96% 751.33 780.67 HDPE LL t 8) `f FFE = I 1z seso o. _ - 743�33 l I� , I ^ , • f 2" Cleanout - - 756.17 � z .GAR=754�17 I � , 21 FFE-753. 82 � MT-741.83 ' , I " . •, • " LL .. " �-744.Qo Y o GAR 741.50 LOT_ 74 I .` YD-0 1 -- __ I f GAR=755 67 I I FfE 754 83 75 743 S LOT 7 75 736 5 -734 17 I I FFE- z.} I I I/ = o I I - I I I LOT ' • I � 74 "7 - '-GAR- a.00 8 - - - �r; i I � `. '. `.`\•,•.. ': '� A• if I ��o s1°� GAR=75733 FFE=75633- J 1z 18.65 75o s7 7so so HDPE I 8 ' I , - ` " 7 5� '� I I' I:BSMT- 2. i GAR= 8. I GAR- .6 I 73733 I I I II LOT ,, 3 -`<. ` 00 $2 II -73 33J FFE-74o.67 173 73 7 737 7 � I GAR= l• �I / vD-aE 12 YardDreln 757.00 1=BSMT 745 0 , =758.67 I I FFE=758.00 BSMT=746.50. - 7 4 84 y "736 II 7 61 LOT - =73933 �' ' FFE= 8. FFE=738.bo 736 FFE=737 3 I. / I `. f `. ` ° ��`��T= 8.1 LOT 8� ,;'' PROPOSED SWM FACILITY & - YD-5A LOT I BSMT-73o.83, ! _ 736 73 33 Q _ ..-_ j� I$SMT- 2 O 12 88.40 1.71 /0 753.00 782.00 HDPE =75933 7$6 �^ 74 7 7 6 I Il ,I' MAINTENANCE EASEMENT I 81 7j4 I 7 9 5 I -7 5 BSMT=7z8.171 7z7.50 4T= o ', �1 - ;' I I o :. " , ' I I, \ I I. 8o LOT I I' ;BSMT- z8. o l / ; , . %, .. " ,• LL " l i � vD-aD 12" Yard Drein - - 756.00 �/ w � II I I / 73 vy . ,"+ PROPOSED 1.2" YARD DRAIN SYSTEM I LOT I LOT LOT , ` ` a1 ` f GA z zs.ss z.za°i 7sz.00 751.33 HDPE J 749 5 LOTS 87 JII I PROMAXEHT. A6) - J e L 7 z I / I \ LOT / `. I r - - / YD 5 w/ 1o' PRIVATE EASEMENT (TYP.) 79 I I 8 7 o I 7] / 6 I . ' YD D 12" Yard Drain 752.00 Q � 88 PROPOSED WALL - J _� - L - I 7S B£iwlT 723 a d re LOT 75 � I! -----', MAIN 1 � 1b _ --= / _ _ •• • t-soz - _ I .., � j �- I- - ! , �' I ] / I � / / I 7 ]zs I I I • . , � � / C� o, MAINTENANCE EASEMENT L 1 y I I / LL-. it • . LOT YD 3C 12" Yard Drain 750.00 TENAN / 6 / / / \ % II ( �j -- j� f-1 / / 73/ 734 PRO POSED WALL J I/�I I / PHASE II - • /• ,' / 1z 48.80 a.1o° 7aa.00 7as.00 HDPE CD CD - MAINTENANCE EASEMENT - �� 74- 12 so.00 2.3ak 7as.00 74a.e3 HDPE - 9- 744 _ 73 - N - � / / / � `�� _ _\_ \ ( / � I -- �.._` r, `. •� \ , �'/ YD-3B 12 24.00 2.42°h 744.83 744.25 HDPE 0 2" Yard Drain 746 33 i 734 �,,,�,�._. _ - 7z6 /.LL /' • • ` ; �. , r 26 - _ ___ J L - - - - -\ _ � � � YD-3A 112" Cleanout - - 749.00 1 1T / j !` • , : 1 I _ ---- \,-- \ • " .. ' •� -.• T - - - - - • • /• '. \ 12 49.55 1.51% 744.25 743.50 HDPE 42i74 " , / ! " • - - - \ PROPOSED - /� / / - __ 5 / /.. •� . ` __ \ • ` WALL `"'.LL\ _ \ _ / • YD-3 12" Cleanout - - 748.75 73 �.` _-- - ",� �. ` 12 19.90 2.51 % 743.50 743.00 HDPE -`� \ \\ \ \ (MAX. JzO \' - .. ` "\ \/ ° (MAX. HT. - T) _ �� 0 i / SLOPES STEEPER THAN 3:2 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX ��� - - YD3G 12" Yard Drain 757.00 'w-, w k PROPOSED WALL i 15 \ I - a � , • " - i PROPOSED UNDERGROUND STORMWATER MANAGEMENT WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF - : / O w (MAX. HT. 6') i j \I ` \��" " ` ` +• , `� 12 82.15 4.87% 753.00 749.00 HDPE o_' 2 - FACILITY'C' -SEE VSMP PLAN FOR DETAILS 6o LBS. PER ACRE, OR i LB PER i,o o SF, UNLESS SPECIFIED OTHERWISE (TYP.) / - YD 3F 12" Yard Drain 783.00 a (WP02o2o00053) \ I \ - - ioo' WPO BUFFER (TYP.) _--- ,-- -- ,- - - _ - ---- -- _��CRAPHICK'8CALE - \` -'Y _ 12 67.35 1.aa°� 749.00 748.00 HDPE JOB NO. i ri /F.l�/nl�-- O i 30 0 iV5 30/ 60 j'�� �- 120. W\ `LL�"`�'♦•''�r. _,�•.� /Q0 QO ( \ �z0 PROPOSED SWM FACILITY &� - - YD 3E 12 52.75 3.79% 748.00 746.00 HDPE 15" Yard Drain 752.00 182154 _ - - - - ✓ 0O Qo o � SEE VSMP PLAN (WPO2o2o00053) \ \ - - � w � - - SCALE 'o (O Co Q ® Q Q ® Q 0 ID - O FOR SWM OUTFALL DESIGN DO - - - \ MAINTENANCE EASEMENT / / U = - YD 5A 12" YaM Drein 735.00 I = O' _ LL LL 12 16.00 15.63% 730.00 727.50 HDPE SHEET NO. / I / /�-----_-- i \OO� \\- \\ // / ---- - ( IN FEET )---\\�� W. - �` YDS 12" Cleanout - - 731.00 �Q ` i--/ -- --..- - finch 30/it - - o / O 0/ , - _ r / - ioo-YEAR FLOODPLAIN (TYP.) Q "16 \ - - -i -/\ - - 1z 1s.eo lase/° 72a.00 7ztso HDPE / / / / / / / \ _ - /-•- l SCOTT/R. CbLLINS Z f / \ / go / / / / / / .Q / / / i W \ _ - VU � � - No. 35791 W N �o��s 12/27/21 W _ J in ZLU 0+ � _ LLI _U) I LU / �LLI / (PROPOSED 12" YARD DRAIN SYSTEM w/zo'PRIVATEEASEMENT (TYP.) / - _ _ _ - - EXISTING SINITARY SEWER MANHOLE MH-EX-12) 1 / O co I / ( ) PROPOSED 8" HDPE ROOF/FOUNDATION DRAINLn / \ RIM TO BE RAISED FROM 7S9.75T076o.25 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 7570o wo m i PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN EX. INV. IN=747.73, EX. INV. OUT=747.65 • . £ z SYSTEM w/ io' PRIVATE EASEMENT (TYP.) / / / -'s I"" � ' 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 _ W i WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF w/ 1o' PRIVATE EASEMENT (TYP.) YD-6C 6o LBS. PER ACRE OR 2 LB PER i 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) PROJECT BOUNDARY TYP.)-L - - - LOT 8".,- ,-\ - �. LOT LOT lzz 11 PROPOSED HDPE ROOF/FOUNDATION DRAIN � \ � � y � � I I LOT 120 121 T, c _ SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 1\ 60 _ \ i 70 11 c - ° / 74 I ( ) I \ - YD-6B _ \ LOT SOT m 9c /mom J n EXISTING SANITARY SEWER OM 762 MO7 Su \ \ '75T, LOT 118 To v RIM TO BE LOWERED FROM76i.gzT0758.00 mA D / EX. INV. IN= EX. INV. OUT- 8z 6z \ n o 11] T y. .`L pio YD-6A - ` _ LOT 116 rn I " co- / �-- - - \ T G� vv vv / o� ,- w _ 01" PROPOSED 12" YARD DRAIN SYSTEM - _ LOT 11 G T y i n (1 w/io'PRIVATEEASEMENT (TYP. LOT 117+ c m m o ° / LOT - / \ / / PROPOSED zo' PUBLIC A A760 4 LOT T G) T G) 0 10 m A / / DRAINAGE EASEMENT „' _ � \ \ 111 T y m � �, w i 0 O = U i V) U S HO i Z) Z M O U w • J i f w m i Lu w CL j w w LOT n G -° m o o i 9 W N N N N N / LOT \ A u o o m 'o o .. .. .. -" 110 m ?3 �o o ' a \ \- LOT LOT 1O9 T G \ m .o °� °o_- \ / / n G� A p vim' ' / / /' \ / // _ -tee y• `:•• "as4\so. \ _ LO T C-v _",� �pC n y �"o - .m 'o 10 m37 �� LOT LOT n c T n a, 20 co 0 0 7 $ 103 -n G�_, m -37 A a o W o, ` v - 3' ro O 75� ' L9 0 two-// / / /// /•. _ rl \ /-00 - _y 'a j V'\; O W ��'\1+50// / ,\ �- �i''_ - !� r / PROPOSED SWM FACILITY,& . ` . ` - " • ` 0 - . / m +o P, - 1 o 5 ' M MAINTENANCE EASEMENT` `.i�� �4 % 6oB o \� m 4 -32 - - S R /1 1 FFE_ 759 33 CA / S • . /. GA�=758.00 \ r', ,q 754.67TB.- % _ / FFE-758.67, _ - - i $�\ GAR=75 .00\ BSMT=75o.17 co \ / / /�• / \ LOT X756 .M. i M!� +oo xx 75 \ \ FFE E 7s� 7 T LOT 756 � \ \ / / / / /' .�.• \. •. - �-,\ � 1oz PROPOSED DRAINAGE SYSTEM 75�37? \ C� \ \ \ FFE= 3 LOT \ 90 1 N 9 5 %' _per \\ T o) _ O / / , O M �. +50' \ G R 75 :z7 __ �749 5 _ C3) \� 01` 91 1 - .00\\ LOT \ / /• : . ` . ` `. j h PROPOSED VDOT STD. CD-2 749 \ 1 N / ♦ o l / ° -,G R= , / \----- / 6�,. •. •. 6, •• .•. .• .` •"�• .>�i. .. •. ". .• .` .� a ," 9z % / 4f - - 1. FF =758 0- 61 N / FFE 33 COT / \\ 6z GAR=757-17 o\ \ J \ \ \ Q I I LOT 4+5° �48 5 \ / , / • " • • c\ , • . /. PROPOSED SWM FAC L TY & \ \ , \ � :. 3 \ : ( FFE > ... M \ 1 757.83 LOT \ \ •� - ` • • • "� . • • • ./ : • � . • . • MAINTENANCE EASEMENT �. � \,-�- � 60 \ 6 T 8 00� _ � � \ v. ✓ PROPOSED 24'PUBLIC - GAR7 1ri \ 4 - \ \\\ - / 746 / W DRAINAGE EASEMENT LOT \ - �/ • .• " •. •. 1. •. ,•. •/ ,. "•J,�"• .N \\ ./ \ • /" . • . • . • . � �- " n � oio � t N _ - GAR=756.33 -- � \-- 95- - - 7. LOT 8 \ J - ✓.LL` '. �. \ \ \ .` r'.` .• .• � GAR= / { r 1 74 \ \ \ \ � \_-4_- /, " j ./ . \ FFE= 8.00 PROPOSED STOR WA R " �' 75733 / `�` �� I � 1 � 1 FFE= - oo \ - � " e ' e �' '`` ` " ' `. • MANAGEMENT FACILITY 'B' - /• "\ �'" • . - ` I` _ 1 GAR-75 .83 754 iv1T747.17 \ � \ - � \ � � ' �. Y . -. -%. ` • W \ �.i•"`.` .`•. • ••". ,. ,�. ./:: LOT ..� LL :`% 75 SEE VSMP PLAN FOR DETAILS y . ` • LOT \ \ " ( \ 744 \ WP0202000o r• / . ,:f:'. / 100 \ - -- 1 T 6.6 \i , ( : • - 53) f _. �,. G 755 4z- 1 74 71 ,/ \ J / /. •�. .` . \ {' \ /_�. _ LOB rBSfv�T 746,z5 1 }'1 74 . i ` " "•i`. . i. . / . i . ` \ \ \ y.- _ 1 /g8 1 r 744 74� ' / \ \ / " " O - e r LOT 1 \ \ 6 / gpl - 736 PROPOSED WALL ••"i - / O U O .. 744�50.-` .MAINTENANCE EASEMENT 1 � - _ J _ • j• j O - - \ - - 1- • • •". .` �.�. .` . .• .- .- .•4.• .: -,; -- 73 `i.` _ `ems• Col 744 • `/. ` PROPOSED WALL. \ - •�'4S`l'V • ". .`y !` / �,� LU \ \ \ - �--------- `.'".'.•` -• •'.` -'� / / / \ 7 z. - / MAX. HT.=6') -a'��^ - `rl.-• '%" �' / 1 \ - - \ \ % ✓ S _ ioo' WPO BUFFER \ - -✓ . . ` QO/ \ / 1 \ / \ �eC• a 7.' / Q_ / OO - /' • ':• LLe . SLOPES STEEPER THAN :1 SHALL BE PLANTED j- ` ` \ `. S 3 Ul PROPOSED SWM FACILITY & / O / b I \'� - - \ % ` • ' . WITH NATIVE STEEP SLOPE MIX WITH ANNUAL \ _. s !`LL • ' % "LL • ` I / `}\ MA NTENANCE EASEMENT % %RYEGRASS BY ERNST CONSERVATION SEEDS AT OO / LU 'A RATE OF 6o LBS. PER ACRE OR 1 LB PER 1 000 SF \ / / / I ) Oo - ✓ W \\\ \ s \ '�J \ / \ Oo DOo \ PROPOSED SWM FACILITY & \ UNLESS SPECIFIED OTHERWISE (TYP.) \ ( / MAINTENANCE\ EASEMENT \ �` ` - ` - `: / j . / PROPOSED SWM FACILITY & \ -0-_ \ \ \ - \ & / / MAINTENANCE EASEMENT O / l ~ �// \\\ \ \ / / /� 10o YEAR FLOODPLAIN , / / / 1 I o� O / \ (n SEE VSMP PLAN (WP0202000053) FOR SWIM O_UTFALL DESIGN / / / / \ F_ PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED / / / - / / D J \\ \ \\ \ \ OUTLET OUTLET PROTECTION w/ FILTER FABRIC - / / / ' ®� O / / OD o o w UNDERLAYMENT(L=zo', W> 6', Wz=>z', D z 5')' / % / Oo 0� _ - O O o / - - x / / / D �9 - / - - - �QO0-0000(0 ���OOC�Co7C�0a -' OOOo J \ \\s\ -E4$- / Q PROJECT BOUNDARY (TYP.) / pEXISTINGSTREA 744 \ \ ow (Q-) / 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-313 CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI-313 CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI-313 CG-6 8 755.33 61 15 32.18 1.03% 1 747.83 747.50 RCP 60 DI-3C CG-6 6 755.08 59 24 51.28 0.62% 747.17 746.85 RCP 58 DI-313 CG-6 6 755.58 57 24 44.25 0.72% 746.75 746.43 RCP 56 MH - - 752.67 55 24 134.29 1.29% 746.33 744.60 RCP 54 DI-1 - - 749.50 53 24 61.03 1.23% 744.50 743.75 RCP 60D DI-7 - - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI-3C CG-6 12 754.67 60A 24 56.66 0.71% 748.50 747.27 RCP YD-6D 24" Yard Drain - - 758.67 12 102.40 c 755.17 754.00 HDPE YD-6C 12" Yard Drain - - 758.00 12 89.35 c 754.00 753.00 HDPE YD-613 15" Yard Drain - - 757.00 12 56.00 c 753.00 752.33 HDPE YD-6A 12' Yard Drain - - 756.67 12 75.90 c 752.33 751.50 HDPE YD-6 12" Cleanout - - 756.00 12 19.35 c 751.50 750.00 HDPE 68B DI-3B CG-6 8 754.75 68A 15 34.86 0.72% 747.75 747.50 RCP 68 DI-313 CG-6 6 754.75 67 15 206.62 0.97% 746.00 744.00 RCP 66 DI-313 CG-6 6 749.75 65 15 176.53 1.12% 742.50 740.52 RCP 66B DI-313 CG-6 10 749.83 66A 15 34.85 0.66% 742.83 742.60 RCP 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 / c y --_ GRAPHIC SCALE \ -\\�i4-- - - - i / O D D \ i' / 30 0 15 30 60 \ -20 DD OO // O \ OO\. \l�\... \\ ` Oj --- OOOO/l /1^� o0-as-0000 - J-\ \\ �\�01 - - / / QODO (D ( IN FEET � i // OQODOOO �-������ U _ -� \\\ODDDDOO- \ 0000 D -1 inch _30 rt. --- - -- \ \ \ s Oo(D(D( o Oo I Oo OoQOD�--------- \ `- ��° �D�����OoOQODOODOpQO°�®��®90OZo00ODDOOOO DO-- --- Q Q LL z Q a i� LU LL Q N z W < Q 0 06 z z LULU Q z �J L0 LU J ta- b w Ln JOB NO. 182154 SCALE 111 = 30' SHEET NO. 10 c 0 U 0 0 U E 0 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) PAVEMENT STRUCTURE IS PLACED. \ \ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, M \ \ CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD O ' DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE \ AS SOON AS POSSIBLE. \ / / vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. \v\ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM \ OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO / SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE \ \ \ 0 O MAINTENANCE. Li 7 66, 6 of L0 q\ IO3 \ LOT LC 1 ° 1-V �II OT Lid 6) 03 O Ltlz I !I 60 1f J v69 ILIT v0 1II. L _ cl n444- Il �I I In --- I A --NIffLIFiEiBRQO-«Af ALBEMARLE COUNTY ,Lo3„ \ / �/.. .LOT LOB o9 \ " ,, � '1� -� ' LOi 1 .. i0! I LOr i LOi rLOTI ' I - GENERAL CONSTRUCTION NOTES ^f� ' sI \ \ Or ,or ' _i. .i ..f♦P/ mi pi 11 e, 6o Loi n z+� \l\\�� I'' Lor ac :r . ' w-L JULJ., L[-I fflIlrI I or \ L°rn� �� L._; 1. PRIOR TO ANY CONS7RUC770N WITHIN ANY EXISTING PUBLIC RIGHT -OF -WA Y, ,03 �__ INCLUDING CONNECDON TO ANY EXISDNG ROAD, A PERMIT SHALL BE / / R. OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA710N (VDOT). -. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF °i THE PERMIT SHALL GOVERN. O j LDi PHASE II 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT \ - SPECIFICA77ONS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED. DT J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN > - - - - ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL BE " INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONS7RUCT70N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND \ s 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 7HE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL 7RAFRC CON7ROL SIGNS SHALL CONFORM WiTH THE PRGINIA MANUALFOR UNIFORM 7RAMC CON7ROL DEVICES 8. UNLESS 07HERWSE N07ED, ALL CONCRE7E PIPE SHALL BE REINFORCED - - - CONCRETE PIPE -CLASS N. - - 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WIN OSHA STANDARDS FOR THE CONS7RUC77ON INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 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. 0 PHASE III (FUTURE) ADT - \ % ^1 T ,�\ N-/ s I OT Lor \ry Or LOT / LOi LDT Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp McComb Street / Cling Lane (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane WUbfiC 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 Lexi Lane (Public Road) 100 2 1120 4 14 17.38 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 8.59 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Renwick Lane (Private Road) 150 2 170 4 4 8.59 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 ACSA GENERAL WATER & SEWER CONDITIONS (September 1.4, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS 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. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7002). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. 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 OFTHE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION ATA MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BYTHE 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 BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR 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. ROUND 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. ROUND 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. IPOINT OF CG-6 CAL FINISHED GRADE CURB & GUTTER CG-S CURB & GUTTER 1 4" 1' 114 7• 1 B2A 10' I T o' �i 1' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P 27' PRIVATE TYPICAL ALLEY SECTION D R/W 27' PRITPATE RDA, REAWICK LANE (PRIVATE ALLEY) 15 MPH DESIGN SPEED NOT TO SCALE NOTE: PROPOSED LANDSCAPING TO R/W UTILIZE OUTER 3' OF PLANING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 5' WIDE CONCRETE 3' CURB & GUTTER SIDEWALK CLEAR R ZONE 3•Z EXIST. ROUND 24 2X 3;1 6' PLANTING STRIP EXIST. ROUND EXIST. ROUND ETGROUND 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 , 2$ 6' PLANTING • or 4" MOOT 21A STRIP• STONE BASE 521 fi BA5 4 IDOT 2fA I �\ SURFACE COURSE I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I_I I I I I BASE COURSE '. \ DE COMPACTEDSUBGRA /r r//ln✓/. /,m ASPHALT PAVING - EME- -DAD NO SCALE POINT OF CG-6 FINISHED GRADE CURB & GUTTER I�3' J CLEAR I SURFACE 2X 2% 6' PLANTING E• r STRIP 5' WIDE CONCRETE SIDEWALK STONE BASF na nn SIONt BASt SUBBASE II-STTfM�E -IIII-STONE 1.0 5�6 I ���AVELO LANE) (TRAVEL LANE) 82�-1�6I5� 24' F/C-F/C --I 49' R/W- TYPICAL NEI6!ffB0RH00.D EY ST2REET SECTION (49 R/W) RAMBLING BROOK LANE DUNNGAN ADRIVE,&LITCfIFORD ROAD (ALL PUBLIC ROADS) CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH NO PARKING PERMITTED NOT TO SCALE NOTE: PROPOSED LANDSCAPING TO R PAI ONE -SIDE ONLY UTILIZE OUTER 3' OF PLANTING STRIP CIL 9' 11�(INHERE S�I INDICATED SHfEY) ON PLM SH M R, PER 3' CLEAR ZONE REQUIREMENT CG-6 POINT OF CG-6 5' WIDE CONCRETE 31 CURB & GUTTER FINISHED CURB & GUTTER 3' 5' WIDE CONCRETE SIDEWALK I� CLEAR ZONEI GRADE I� CLEAR ZONEI SIDEWALK T I I SURFACE I I 6' PLANTING -' - 6' PLANTING S4 9- IDIOT IA TONE BASE STRIP 4260T 4" T STRIP 4" VDOT 21A 2fA• STONE SUBBASE STONE STONE BASE 1.01 5 6 B25 B2 5 6 12.5' 12.5' TRAVELWAY TRAVELWAY 29' F/C-F/C 1 54' R/W TYPICAL NEI6!ffB0RH00D STREET SECTION (54' R/f") LEXI LANE (PUBLIC ROAD) CS=SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED #MATH "NO PARKING" SIGNS NOT TO SCALE C/L V ON -STREET PARKING ONE -SIDE ONLY /w (WIRIE INNCATED ON PLAN SHEET) R/ POINT OF CG-6 4" CONCRETE FINISHED GRADE CURB & GUTTER SIDEWALK SURFACE 3:1 2% 2% 2Z EXIST. ROUND 3.• Z 6' PLANTING 4' T STRIP STRIP 4" VDOT 21A BASE SUBBASE S STONE BASE S1AAEE B25 EXIST. GROUND lY 13.5' TRAVELWAY 6 5 T 31' F/C-F/C o Au 1 NOT TO SCALE TYPICAL NEI0h'B0.RII00P STREET SECTION (56 ' RIII MCCOMB STREET/CLING LANE (PUBLIC ROAD) OS--SSAR RESIBENTIAL cE MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING ALLOIYED ON ONE SIDE ONLY, DELINEATED KITH "NO PARKING" SIGNS pRIVATE ALLEY PHASE TRIP GiENiERATI 111=1001 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" CONIC. NOTE.' 3, 000 PSI AT 28 DAYS, OR STRONGER 3:1 EXIST. GROUN 4" 21-A STONE BASE 3T CONCRETE SIDEWALK NO SCALE EXIST. GROUND ' TOP OF 4 2" R CURB 6" n y A 7" n n. 6" MIN. EXIST. GROUND EXISTRAOUND I 1' �6" 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. ADJACENT TRAVEL LIRE ASRULT PAVEIENI WIDENING 12' EDGE OF EIG4p PAVEMENT IC OETEMMED N FEUN TICK COAT ME HOWCAC CGNSTRIICnGN JOINT 0.4 HALT IA PXCPOSFD ASPHKT LAYERS f_EA5TWO...... FWN_ 9BRI3 FAOPOSm EM. _____ cQIRecrm EBwADE CONSTRUCTION JOINT DETAE ® REMOVE EXISTING AN IIKT LAYERS TO EMOTING ANBA4E NU REMACE WITH PROPOSED ASPHILT WIDENING LAYERS ® PRQO EO 1MIN.N I �/z INCH THICK AWiPLr SURFACE CgNY 15EE NOTE s : NNMIN 12 INCIES, CA GREATER AS FECEGSMY TO ABUT THE LLL FTHICKNESS OF METRO ANI LAYERS AS DETERMINED BY CORES (SE: NOTE W NOTES: I. ASI PAVEETIT WIDENING SMKL 14 K A PAVENEM DOWN N .CCRANIS NTH COMMIT WET FNOC L REE AND E APPRO m BY THE ENGINEER. L THE PAVEEM DESIGN FOR ASI PAVEMENT WIDENING 91ML NEST OR EXCEED THE COME AND TYTES OF THE LAI OF EXHOIN PAVEMENT. A.B4AffN£ MANAGE OF THE BASTING NU PROPOSED MVEY]N SHML BE ADDRESSED IN THE PAVENENT DESIGN. ]. A WI OF T M ODES SHKL DE TAKEN k M THE CENTER OF THE IAIIIDIT TRAVEL LANE TO DETERINE ME TYPE AND THICNESS OF EXISTING PAVENENT LAYERS. THESE COMES SINL BE SPACED IE MORE MAIN 500 FEET MART. 4- nE ADJACENT TRAVEL LANE SHILL RE N LED A WOMAN DINTH OF 1 V_ INCHES ND REPLACED WITH IN ASPHALTEE6ME COURSE TO MATCH THE FROPOEm PAVEIEM' EENINO SMILE LOURS". UM£55 WNVFO BY fiE FIICFEDi. 5. THE EN' ER NAY IERFE TIE IEWC [EPTH OF THE Eg51NG PAVEMENT i0 BE ADJUSTED TO ILHEVE NI ICCFPT/HLE PAVIEM CJf005-SLOPE AND EFFECRVE SURFACE ORMNAGE. S. EIZ PAVEMENT MNNNGS AND MMNERS WITHIN TIE PROECT LNIS SMLL BE RESTORED SUBJECT TO THE Afl1OI OF ME ENGINEER. ]. INK TRANSVERSE PAVENENT TE-IN SHALL CONFORN TO THE REGJELEMS OF SECTION 3151 OF THE S'EOMCATIONS EXCEPT nMT ALL JDNTS AT TE IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRNGHIEDGE IN ACCORDANCE WON NTHE REQUIREMENTS OF SECTOR 316.07(a) OF ME SPEC ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC NONA LEPMIIENF OF TRANSPORTATION No. 35791 12/27/21 r LU Q 00 > o � � r ® M 3 CA � N m 0 co o z > QI WN J O � Cn CN W Q Q o LL ur LU J J o J Q o z W L~L LU 3 O N LU LI /•A/ N IA_ 0 _ L) 02$ O U Q LI Y = LL] a o LU O z w zIf Lq U) w z LL z_ w w w z_ LUCD z w � z N Z U) QO U IIIIJV) LU W Q ' W0 IIIIJ � J �Qr V ® O O GD N 0 c F O uJ CL Ln JOB PI 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 SHGIAOER) 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.1ET1Etllr 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 "M 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 GFOrfITtlF 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 ONLY. 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 TE°TM ACCORDING TO ASTM D-2412 AT S%DEFLECTIW. I. OUTLET PIPE TO BE SECURELY CONNECTED TO EVELFOR OTHER ONA E STRUCTURE. `VDOT ERECT CEATYN ROAD ND MICE STANDARDS STANDARD CROSSDRAIN REFERwcE SHEET LOT 1 RevlsDu 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 101/4' 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 101/4' 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 TO £ 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 INCH 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 WT BE RO KWCTED BEYOND TE p/N LINE C T EXCEPT FOR RERNEH,EHi PUPOSES. 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 GRACE CHASE o q' NE LEiFD IN THE KLOWVLE ENTRANCE GIVE TABLE. THESE VALES ARE NOT N➢IIGHLE TD STREET VALVE BDJ)t - COMLCTNHs. 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 OF THE VICE WM DESIGN STOPPING OFVICE MNDAL, SECTION A - A AND x VALUE RAL.INCLUDIN VALUE REQUIREMENTS. V. MMNA FLOWERS MAY REGARD RATING OF A y 1'Tr To FI CUTTER i0 PROVIDE POSITIVE DRAINAGE 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 r0 STREET CONNECTIONS �Nd SREFEREN NNREMRENDE METHOD OF TREATMENTWen 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 FLOW MN Wx ' EXPµ$IN JLNL ENTRANCE RICER ¢SR/BLE 41N4W ITS' p W ABg¢uIE 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 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 REIFIED 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 GRACE CHANCE 13X MAY $LACE 5'-0- IS FE cuW ex0 curreR EEr E FOR SIDEWALK ¢NB AN GUTTER CULT CUNLWIENTLY z z BE % 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 MCIFINN 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 QUL 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 3.01 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 3.21 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 1- 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 N ABOVE BASE SHALL DocHoasE0av6w 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. PAVEMENT OUTLET PPE SYMISE TOPE CUT CB 12.1 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 RAP 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- MAWGE NON -PERFORATED OUTLET PIPE SECTION A -A _ _ FIBPO OETECTALE 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 FSELECT YNERVL TYPE OR SUW.M/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 M s CROSSWNJt = )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 INVERT 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 AS THE WnET PPE. TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADI 7. WTET 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 NRIWIIA 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 SWAE SENDS) CURB WHEN REWMO BOG-2 W Sol N Ll1Eµ FEET) GENERAL NOTES OETECII°LE WAIN..... 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 YA 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 BAs µE TO A W, 5 % B" PVLM 1'LENTER TO LW NEIG WM OF THE PNYP FLOOR, .-DEPTH OF RA1P FLOUR. MAMA R YN 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 .R GUI®/ CuxR ND GpiTER. PERPENDICULAR e. tIME Rs1P5 ATREOuwfO FOR sNfwNKs WHO 9XAEO 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" SIN �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 STEP LINES LIGHT POEMME XYpRµrS DROP T wLE ETC. TYPE r& E B y - Gz 9. RMIPS MAY E LAD iMDENNL MDWDEO TX/,i PARALLEL A ~ .0 1. WIT IN 1 THE C THE CURB OPENNO 15 PLACED WITHIN 11E AYES OF THE LWSSWKN AND Rx¢, THAT THE 40M AT iE CONNECTION OF THE CURB OPENING IS Y%MrSIRYKI,',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. MN 11. WXERE CURB RANPs INTERSECT A RVIK SECTION E CURB N 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 µO 20a.0) FOR METHODS OF IXST&UNKE OETECTµLE 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 C-C .fi•-2., O 00000 L 4 DOGG 0000000 i 00000 0000000 LµONE 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 STIRBAWs CG-12 DETECTABLE WARNING SURFACE RI.. DS w2 (GENERAL NOTES) SECT 1E s ENTIGH GATE 2Oaq 0"" VIXGIMIA DEPARTMENT OF 1RµE AnM M6 0 m FRAME SECTION FIN I AL ATTACHED RAMUSE,ON FINITE AND IMP U ORANGES OR DUAL pE9DFHTPI AND PNIw+pN SFRN¢4. 1'M•N' 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 FAMILYVRENTEEIA mI Is N T p 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 WHEN THE SOIL IS DISTURBED OR WEN 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, CBLLINSHZ No. 35791 .l % 11/4/21 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 Fa F L u TD-8 ` EI Z p / > Lu COVER LIFT NOTCH O u 2 3/e" c O C O E WATER U t u CAST IRON LID 0 CD ,-H ,-H LU Z Q ,--I 111 lD N V ti 4 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 X 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 L ( V _ N H TB-33 1,/2 I/DM (3YWA'J An - EGA , � r DJBnYR) LE2rnnJ LI-RJ ° 26" - IB14m..CTION0 Isepnr FRAME SEr 1 O 022131 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� [4t6Tnm (6Dll mmA] "'7 1 1/B• (mMnm) DM eOU5 I6i'm] [117mm .E3 GIA STAINLESS STEEL. Roo 1/4' (6mm) DO 3 1/W 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. COYEE 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%3 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 T 0 PVI STA:24+34.00 750 750 PVI ELEV:737.40 G7 NOTE: ALL ROADWAY EMBANKMENT MATERIAL O SCOTT R. LINSZ SHALL CONSIST OF SOIL AND BE PLACED IN U No. 35791 � SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 �� 12/27/21 c4 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH �SSIONAL E�Gt VDOT 2007 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. r x o f o Q O O Q NOTES: a 0 a 1. ALL FILLTO BE PLACED AT95% COMPACTION. Z > 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. Z O a 0 of C6 0 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM O m > > SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & u m > > LA SANITARY SEWER MUST BE PROVIDED. H w ? O O J O W W O Z < V C2 � V O F IM04 LAw Q ¢ w Z ce w w ce a Co m a LLJ � waaw co Lu Q w w Q CL o_ a w w 0- 1n VERTICAL GRAPHIC SCALEvp > 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE CD 50 0 25 50 100 200 N .ti .ti .ti N W N N N Q '-I l l l\O 7 N IN FEET ) 1 inch = 50 ft. C7 A � rl /M� ^ ® C) N 17+00 17+50 18+00 18+50 1g+oo 1g+5o zo+oo zo+5o a+oo z1+So zz+oo z2+5o 23+00 23+50 2y+oo 2y+5o 25+00 25+5o z6+oo z6+5o Ch Z 0! 11- < RAMBLING BROOK LANE PROFILE N J U� c 770 770 Cn N Q LLI � W J J J > zLL O W W (V Z L1J J rl W 77 7\ \7\77 777-\�� FIRE C! EMBLY PEA Y Q ASSEMBLY >> Lu z U) Lu \k Mul (,w�n w V O z ATERLINE Ujilz ) Q J :�t� . t:�� W W PRO BLOW- J ® O 0 N PROPOSED A7 F m w W !n JOB NO. 182154 26+ 0 2 +00 2+ O 28+oo 28+ O 2 +00 2+ O 0+00 0+ O 1+00 1+ O 2+00 2+ O +00 + 0 +00 + O +00 SCALE 5 7 7 5 5 9 9 5 3 3 5 3 3 5 3 3 5 33 33 5 34 34 5 35 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+0o V:1"= 5' RAMBLING BROOK LANE PROFILE H:1"= O' RENWICK LANE PROFILE SHEET NO. 13 - I STORM K:38.79 o LVG1oo.o N O O� O 01 HIGH P STA: z1+72.So � 1p ¢ � � PROPOSED GRADE 745 HIGH P ELEV:734.z5 � w �! °o a W 745 ' o PVI LEV:73z.8g INTER ECTION OF u m Y a V w :z7.z6 RAMBLING BROOK L (STA. zz+zy) m O � w L C:2z5.00 w/ FUT RE PRIVATE T AVELWAY � w mz 74p LO(1 LOtI N V Z J � + +^ �mw � W N W F� J N. OW PT STA: 1 +38.0o vi j INTERSECTION OF `^ > z m 3 � � LOW PT ELEV: 0 1 m w m RAMBLING BROOK LN STA. zo+zo) PVI STA:18+ .507 �>,� w/ LITCHFORD ROAD (STA. 10+00) 735 PVI ELEV:71 .66 1,20% 735 PROPOSED VDOT IL LVC:195.0� STD. CD-1 TYP.) o � o w PROPOSED VDOT z ROPOSED 8" CL. 5z DI WATERLINE m o Z rMn N � / STD. CD-1 PROPOSED 73p � Y m W GRADE 73p w z:3' 6:z' 2A 3 V m O V w PROPOSED FIRE HYDRANT m m w 5,0� ASSEMBLY w/ 8"x6"TEE l7 z J i6A PROPOSED 8"x8"TEE 725 m & c3) - s" G.V. 725 PROPOSED FIRE HYDRANT PROPOSED 8"x8" TEE PROPOSED 8" SANITARY � 3'N y.1' ASSEMBLY w/ 8"x6"TEE & (3) - 8" G.V. SEWER CROSSING z x PROPOSED VDOT 12A PROPOSED 8" SANITARY ]20 O a STD. CD-1 SEWER CROSSING 7 20 PROPOSED STORM z � SEWERCROSSING RO NDABOU a � YI LD POINT � � ROPOSED 8"x8"TEE ST 16+88 & (2) - 8" G.V. 715 715 EXISTING MAX GRADE ROA XISTING GRADE . GRADE ILL _ I .o°/a FOR ITIAL 50' TYP.� ]10 PROPOSED 8" CL. 5z DI WATERLINE 710 EXISTING 8" CL. 5z 8A DI WATERLINE \ 7p5 REMOVE EXISTING BLOW -OFF & 7p5 EXISTING TIE -INTO EXISTING 8" DI WATERLINE HIGH PT TA:3o+47.13 HIGH PT LEV:758.37 PVI ST :30+04�67 INTERSECT( N OF RAMBLI G BROOK LN (STA. o+ 1) LOW P STA: 34+01.6 765 PVI EL V:758.98 LOW PVI T ELEV: 754.97 TA:34+1y.17 6 7 5 w/ EMERGEN Y ACCESS RO D (STA.1o+oo K: 1.o LVC 150.00 �7549 K:z6.z5 N VC:80.o0 ]60 n'U m`w' PROPOSED GRADE + ^ w ^ 760 Vm vw > Mw V J o w V NTERSECTION OF RAMBLING BROOK LN (STA. z6+ ) m 00 z „�., "� -1•05°� / DUNNAGA DRIVE (STA. 1 +oo) 755 3�5 M N. w m � " 2'O o% 755 PROPOSED GRADE (TYP.) I L PROPOSED VDOT PROPOSED FI PROPOSED 8"x8" TEE STD. CD-2, HYDRANT ASS PROPOSED FIRE HYDRANT & (1) 8 G.V. 75 O 1, ASSEMBLYw/8"x6"TEE ROPOSED AIR -RELEASE VALVE 1.4' 75 O 64'4 PROPOSED STORM ROPOSED 6" - y5°BEND 52A PROPOSED 8"x6" REDUCER & 6" G.V. SEWER CROSSING FI L 60A (TYP. XISTING GRADE 745 ?3' ROPOSED 8" CL. 5z DI WATERLINE PROPOSED 6" CL. 5z DI WATERLINE 1.3' 50A 740 PROPOSED 8" SANITARY SEWER CROSSING 39 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 735 735 PROPOSED 8"x8"TEE & (3) - 8" G.V. PROPOSED STORM SEWER CROSSING 73p 73p I� V1 � l0 �} � ul M � S N � m ri � M O � Vl CO � ci O N I� M � 01 01 ^ l0 �t °p �Y O1 � ci �t N Ol OD 1� ^ rl Ln O � rl � � d O1 � OD ~ � °° � � l0 M l0 O Vl T d °l � � t 3 L(1 �fl l(1 N � 1n vl v1 1n F S 745 0 745 LOW PT S : 12+03.25 � v LOW PT ELEV: 719.4z Q � PVI STA: z+5o.00 a � PVI ELE :718.88 INTERSECTION OF RENWICK LAN (STA.14+47) Z O ]!}O K:1 �75 ]!}O w/ LI CHFORD ROAD (STA. 1z+zz) FUTURE ROAD v1 °1 v1 n GRADE I� � °+° � N M + � EXISTING GRADE 'i M .. 735 � > � > 735 } m J W o' s w PROPOSED GRADE PROPOSED TY BLOW -OFF n � ¢ � 3.5' MIN. 730 � � � H � �'4 PROPOSED / 750 750 745 LOW PT STA: 10+ 97. 50 n s 745 L W PT ELEV: 7 8.71 N PVI STA:1o+80 0o EXISTING GRADE ¢ ¢ PVI ELEV:729. 6 v K:47 65 HIGH PT STA: 1+6z.5o lip w LOW T STA: 10+15.0 LVC:45.00 HIGH PT ELE : 73.138 z O ¢ O 74 LOW T ELEV:7z7.91 PVI STA:11 40.00 m J 74 O PVI TA:10+15.00 °, F m PVI ELEV:? 0.93 p V PVI ELEV:727.86 �� m K:47.6 w O K:z.50 a ij "' ^ LVC:45. o M= z VC:1o.o0 ' w w U w OlD ODD m W �N °�m 7aL�'°m J i735 735 + + Hui Hw o w o �i.i vi ; Ln Vm Ln W U 0>0m W w 1.000/ m W / 730 94° 730 PROPOSED GRADE .o 2.00% 3 5' POSED VDOT PROPOSED VDOT MIN. PROPOSED 8"x8" TEE STD. CD-2 STD. CD-1 & (z) - 8" G.V. 725 725 PROPOSED FIRE HYDRANT FILL (TYP.) 1.4' PROPOSED STORM ASSEMBLY w/ 8"x6" TEE SEWER CROSSING 720 2oA PROPOSED 8" CL. 57 DI WATERLINE 720 PROPOSED 8"x8" TEE -- & (z) - 8" G.V. INTERSECT14 OF LITCHFORD ROAD (STA. io+ o) 715 w/ RAMBLING BROOK LN (ST . z0+zo) 715 Vl kD �p VI n ^ S N N H N OJ O n 00 .t R 01 ul 4 10+00 10+50 11+00 11+50 12+00 12+50 LOCATION OF BOLLA (3-75' OFFSET FROM C/ I NTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK E LITCHFORD ROAD PROFILE H I G H PT STA: 11+95. z5 HIGH PT ELEV: 763-54 PVI STA:11+70.2S PVI ELEV:763.o6 K:17.g6 LVC:5o.o0 LOW PT STA: 10+15.00 LOW PT STA: 1o+62.50 N' 0 N t LOW PT ELEV:758.1z LOW PT ELEV:759.oz ; H I;, M PVI STA:10+15.00 PVI STA:11+o0.00 1O 770 PVI ELEV:7s8.07 PVI ELEV:759.77 w H ui 770 765 O N n� ]6o N Lij 755 750 EXISTING ROAD GRADE 745 3y8% HIGH PT STA: zz+7 .00 HI H PT ELEV: 74 34 VI STA:zz+z5.o VI ELEV:747.8 K:4c.8z LVC:1oo.o0 M ]"r+-, H00 W wWv Ln U w m W O V V H LA X w O zLLI N r L HIGH PT STA: 27+07.87 HIGH PT ELEV:756-43 PVISTA:z6+75.00 PVI ELEV:756.97 K:ig.i8 LVC:11z.5o OW PT STA: z +45.9z N LOW PT ST : 24+78.00 �� I m LOW PT ELEV: 55.17 LOW PT ELEV: 750.37 m H � PVI STA:z8+8 .5o PVI STA: 5+48.00 0 ^ + PVI ELEV:75 .41 PVI ELE :751.07 K:38.o8 F U m >m ul w w ¢ LVC:1,o.0o L '' 0 LI:) m J O m O M M V, �> Ou < cDo + ma + �. + N INTERSE TION OF v N w NN LA jj PROPOSED GRADE v > CLING LANE (STA. > 00 DUNNAGAN DRIVE (S z + ) w/ w F vi > A.1z+75) O ¢ V m V m > m INTERSE TION OF w O a 25+81) MCCOMB STREET (STA. wj LEXI LANE (STA.13+9z) -1.2z% w j EXISTING GRADE L� w w Z_ 3 PROPOSED VDOT 4-65% STD. CD-2 3.5' y MIN. 14, PROPOSED AIR-RELEASEVALVE- 1.6' _ o PROPOSED 8"x8" TEE ROPOSED 8" CL. 52 DI WATERLINE & (z) - 8" G.V. 68A PROPOSED STORM 4$A SEWER CROSSING PROPOSED 6" CL. 52 DI WATERLII PROPOSED 8"x8" TEED A 740 IPR EXISTING STORM SEWER CROSSING REMOVE EXISTING BLOW -OFF & TIE-IN TO EXISTING 8" DI WATERLINE EXISTING 8" CL. 52 735 DI WATERLINE 0kD0 ry .t a . 0) O O . IN cn � 1O O 0 vim, 00 tD 00 o6 00 o6 O N 21+00 21+50 22+00 22+50 23+00 23+50 24+00 A v w d' w z z W W Ir 770 K:2.50 K:2'P.dbv v I VC:10.00 LVC: 5.00 m w Z J 0 0 N, 0l1 O 0 1 ry �3+ro +r �o w H765 w 765 > m U w > V m PROPOSED L6 > w 1. m w m GRADELu MILL &OVERLAY EXISTING DRIVEAY 760 ]60 4.6g°h 3.51 MIN. EXISTING 8" DI D FOOTER PROPOSED 8" CL. 5z WATERLINE _OFROAD)LL P.)\, DI WATERLINE755 STUBOUT OPROPIOSED ROPOSED 8" - 451 BENID 755 RSECTION OF(STA. ROPOSED 8" - 45' BEND REMOVE EXISTING PLUG 1o+oo) N (STA. 30+51) XISTING GRADE & TIE-IN TO EXISTING 8" DI WATERLINE 8"x8" TEE 750 & (1) - 8" G.V. 75O FM06 N O IfID 00 '1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE PROPO' INTE DUNNAGAN DRIVE ( RAMBLING BROOK L PROPOS 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 LOW PT STA: 1o+15.00 LOW PT ELEV:746.94 PVI STA:10+15.00 LOW PT STA:10+53.17 I ( IA/ DT CI C\/. C I I LPROPOSED 8"x8" l PROPOSED STORM & (3) - 8" G.V. SEWER CROSSING POSE fATERLINE MCCOMB STREET CLING LANE m 0 I. w M Ln IDlD I O. InIXI N 1 00 0 '4+50 25+00 25+50 26+oo 26+5o 27+00 27+50 MCCOMB STREET - CLING LANE PROFILE HIGH PT STA:1z+33.13 HIGH PT ELEV: 75S-33 PVI STA:12+o8.13 PVI ELEV:754.83 K:1z.56 LVC:So.00 INTERSECTION OF DUNNAGAN DRIVE (STA. 12+75) "` ;/4"-0y " " ' ' "`"' / W. Z) K;z.So PVI STA:11+oS.67 N m N m w/ CLING LANE (STA. 29+33) 76o ry 760 LVC:1o.00 PVI ELEV:748.70 IxI 0o m 0o rn K:26.38 LV :io5.00 N v ry oi L) N S 1.0 N n >>Wo v1 v N L PROPOSED GRADE m Id " u m U w IXI� ^ oho755 755 m w j EXISTING GRADE vi m w w 6010 PROPOSED VDOT 59 STD. CD -1 3.5' 750 MIN. z:5' 750 PROPOSED 8"x8" TEE & (z) - 8" G.V. iEDVDOT Zo g 2.0oo/ STD. CD-z 47 745 IL 1. PROPOSED SEWER CROSSING 745 STORM RSECTION OF (TYPO TA. io+oo) w/ (STA. 26+93) 1.3 PROPOSED ROOF PROPOSED 8" CL. 52 DI WATERLINE DRAIN CROSSING 740 740 7'0 4OA ED 8"x8" TEE Be (3) - 8" G.V. PROPOSED STORM SEWER CROSSING RAN PROPOSED 8" SANITARY 735 SEWER CROSSING 735 O Nl M I S ~OIXI n ^ ^ n ^ ^ n n n IXI ^ ^ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 DUNNAGAN DRIVE 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. We HIGH PT STA: 30+23. z5 HIGH PT PVI STA:30+03.00 PVI ELEV:758.26 K:1g.18 LVG40.50 u, o ,,, m w � N 00 770 V jm �w m w (z) PROPOSED 6" 450 BENDS TO CONNECTION SCOTT R. LINSZ O U No. 35791 i�' °� 12/27/21 r4 o��SSIONAL E��t - WITH EXISTING 6" DI WATERLINE. TIE-IN TO EXISTING 6" DI WATERLINE WITH PROPOSED 6"x6" TEE & (z) 6" G.V. °� N NOTE: 6" G.V. SHALL BE CUT INTO THE EXISTING 6" W/L. O^ `+ � TIE-IN O EXISTING C ING LANE � STA 30 23 76o V w F F w 1.13 � -- w of Ln w o EXISTING 6" DI w w WATERLINE O O ¢ Vn O V O U ¢ V) 755 a 0 ¢ V a oi5 p °i5 46A Z z0 J � > ¢ 6 0 a > 0 Z o zz 750 1=4 D o PROPOSED STORM O O SEWER CROSSING H o Z ce w w ce ROPOSED 8"X6" REDUCER ¢ Lu m m Lu ¢ 745 LLJ aw wwce PROPOSED FIRE HYDRANT Lu a a Lu Lu ce Lu a ASSEMBLY w/ 6"x6" TEE w > w > > ce ce ^ It O H N Ln 0 ^ ^ ^ ^ ^ In 28+00 28+5o 29+00 29+50 30+00 30+50 31+00 LOW PT TA: 1o+52.5o LOW PTELEV: 737.51 PVI ST :11+oS.00 PVI EL V:738.56 K: 2.6.02 755 LVC:1oS.00 y I Pj EXI 750 m LOW PT STA: io+25.0 LOW FIT ELEV: 736.81 PVI TA:1o+15.00 PVI ELEV:736.76 745 K:z.50 o D FO'L PROPOSED GR0 000 o w PROPOSED VDOT 740 735 N 07 HIGH PT STA: 13+40.00 + 3 N HIGH PT ELEV: 751.74 PVISTA:13+15.00 0,� 760 PVI ELEV:751.24 lL .M, F :12.39 z 4 w VC:So.00 O_ F ~wL'I OFm O n U Q 0 + ^ J xU O 755 N MW La > m > w /✓ m 2 p0% GRADE 750 t315' PROPOSED 8"x8" TEE �11N. & (3) - 8" G.V. 745 740 �j > > STD. CD-1 740 mF 1.4 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE o°h 36AFILL (TYP.OPOSED 735D. VDOTPROPOSED STORM 735 CD-z SEWER CROSSING INT RSECTION OF PROPOSED 8" CL. 52 DI WATERLINE LEXI LANE ( PTA. w/ BEING BROOK L (STA. 24+03) 1. , PROPOSED 8"x8" TEE & (z) - 8" G.V. 34A 730 V, N 1 c! Ol U? Nl O M n M�t N, COIt n n ^ n� n ^ n n n ^ n ^ n ^ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 LEXI LANE 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.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 CD r r r r W N N N EN IN 7 N AE C`7 ® M C3� N M z i U�C:)J Cn w N Q W Q� W J J J J LL > z O U) I--1 10� W ILL. 0_ L9I w (V Z Q W J U Q LLI Lu z � ul� W o?S (n W C) LU O Lu U) z a W La J Q ia- cD ® o 0 N bF o w x a Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 14 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. 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 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. 730 730 MH-Ig _�- STA: 2+82.59 EXISTING GRADE RIM:725-33 INV OUT: 715-33 TO MH-18 725 725 MH-18 PROPOSED 6" STA: o+80.77 WATERLINE RIM' 737.00 CROSSING PROPOSED GRADE INV IN:7o6.37TO MH-ig 720 1 INV OUT: 7o6.i7 TO EX-MH-17 / 720 EX-M H-17 STA: o+00.00 RIM:73.2.83 INV IN. 705.7o TO MH-18 / 715 EX. INV OUT.705.50 PROPOSED 12" YARD' DRAIN CROSSING 710 SOR.26p g` LF k 53/° � ]10 I I 19'182 II 705 TBSDR-C264PVC o.61% 705 TION TO 700 EXISTING MANHOLE 700 01 CO lD .t �O n HIt . Q1 00H OnFl�rnl H n n lH OHl H 0+00 0+50 1+00 1+50 2+00 2+5o 3+00 MH-19 - EX-MH-17 PROFILE INV IN:7: INV IN:7_ INV OUT:7 76o 740 740 MH-26 MH-27 STA: 7+84.11 STA: 8+48.72 RIM: 733-75 RIM: 734-92 INV IN: 723-45 TO MH-28 INV OUT: 725.9: 735 INV IN: 723-45 TO MH-27 735 INV OUT: 723.25 TO MH-25 MH-z5 ROPOSED 8" V� STA:7+11.z6 730 RIM: 726.00 PROPOSED INV IN: 71g.2oTO MH-26 SEWER STORM CROSSING 730 INV OUT: 719.00 TO MH-24 / 4.7' 15 725 EXISTING GRADE 1 ' 725 / Ie 01 SOR 1,ra LF C 4• MH-24 6o 6y S 720 RIM: 763.00 INV IN: 707.2o TO MH-25 INV OUT: TO MH-23 26e�0 0 Ca 5 720 SCR $ 707.00 gtN (000• PROPOSED GRADEzzz 715 s 715 N. N MH-23 plo STA: 4+47.13 QJC RIM: 7o6.o0 lwti ���` INV IN: 699.2oTO MH-24 5' �F 710 PROPOSED ROAD CONNECTOR GRADE INV OUT: 699.00 TO MH-zz MH-22 It io9 710 STA: 2+80.65 MH-21 RIM: 702.00 STA:1+69.12 INV IN: 695.7oTO MH-23 ? RIM: 696.41 INV OUT: 695.5o TO MH-21 705 = INV IN: 691.7o TO MH-22 705 � X INV OUT: 691.5o TO EX-MH-5 Nw o= OF PROPOSED 18" SWM'D' _� G v6Q6$$ol0 F g M OUTFALL PIPE CROSSING / 700 p u� n 00 k� 700 0 yy3� 0 n~ �� in°O1O? �O = o > Z > Q� Z - Z w w C. 8" SDR-26 PZ Ln Lu 695 3% 162.49CF C� 695 I I PROPOSED 8" SWM'D' 1' 1.8 6pv0 OUTFACE PIPE CROSSING $ SOW 3.53% 101 53Vp 690 Ego 8" DIP ri&'L 165.12 LF Qa 2.53% I 685 CASING PIPE REQUIRED 685 AT ROAD CROSSING CONNECTION TO EXISTING MANHOLE 68o 68o C0 Ip O 'i O It I� l0 co IN N m 00 N 00 It 'i 0) N O ci o N N M H tD .t 01 m �t Ol �t In Vl m lD Ol n Ol 00 CT) 01O 01 N 't OO O ,n 'ni Ol UNn) NMn MMn �Mt lD l0 D O O O n `� n •i n •i 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 6+oo MH-44 STA: 3+47.00 RIM:758.5o INV OUT: 747.33 TO MH-43 MH-42 MH-43 STA:0+70.51 STA:1+26.42 RIM:750'25 RIM:751.17 INV IN: 738.87TOMH 43 INV IN:739-37TO MH-44 755 INV OUT: 738.67 TO MH-36 INV OUT: 739.17 TO MH-4z 755 MH-36 STA: o+oo.00 RIM:747.75 &95 TO M H-37 PROPOSED GRADE 5.95 TO MH-42 750 35.75 TO MH-35 PROPOSED 12" YARD DRAIN CROSSING 52 745 745 PROPOSED 8" PROPOSED STORM / WATERLINE CROSSING SEWER CROSSING LF 6 53 740 5 61 740 O\p 4 oga° 8" DIP EXISTING GRADE 735 y\F 66.5 51.92 LF Qa 0.58% 735 01 ^ M 00 M 01 m lH O 't 't ID 0) M Li, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-44 - MH-36 PROFILE 76o MH-27 - MH-20 PROFILE MH-47 STA: 2+12.30 TRIM: 755-75 I INV IN: 742.7oTO MH-48 I INV OUT: 742.5o TO MH-46 6+5o 7+00 7+50 8+oo 8+5o tTOMH-26 I SCOTT/R. CbLLINSZ U No. 35791 i�l 12/27/21 .c4i ATERLINE CROSSING MH-48 STA: 5+69.75 RIM: 758.5o INV OUT: 747.00 TO MH-47 760 M H-46 STA:1+64.25 R I M: 747'75 INV IN:741.1z TO MH-47 755 INV OUT: 740.92 TO MH-45 755 M H-45 STA: o+oo.00 ROPOSED GRADE RIM:748.17 INV IN: 741.17TO MH-49 EXISTING GRADE 75 O INV IN: 74o.00TO MH-46 75 O INV OUT: 739.8oTO MH-EX-g 8" DIP LF 1 22% 745 5' MIN. 353.45 745 8" DIP 160.25 LF Cal 0.57% 740 740 0.9' 8" DIP 44.o5 LF Qa 3.13% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 N In 01 ul ei �t S 00 Ln In O CO N S .t M O O lD M lD rl M 0) lD N 't H 00 n O N DD �t �t 't M .t N 't In ' �t w d 1� �t W 't Ol L .t rl �O In N Vl 'i L Ln W Ln n n n n n n n n n n n n n n n n n n n n n n n 0+00 0+50 1+00 1+50 2+00 2+5o 3+00 3+50 4+00 MH-48 - MH-45 PROFILE 4+50 5+oo 5+5o 6+oo V z0 J Oa F�1 � D j 0 J I Z O ti I F ` n z E ~ /W Ii N .•a .•a .•a N w N N N N N 7 ti L9 N 0 rn N \N Lu die J U) I n D C. z Lu W U) J w J0� Q Lum Q J 12 O J W z LL P-1 p (V W Lu U) w 0- z Q Lu F - w z V Lf) a Q Lu J 12 bF 1 w d 1n JOB NO. 182154 SCALE V:III =5' H: I" = so' SHEET NO. 15 T OFF 765 765 ��� SCOTT R. LINSZ C� No. 35791 � 7TO MH-40 °� 12/27/21 c4 IT- o��SSIONAL E��t En En Lu F- � o � x o Q o o Q U U U U /� Q O Ln Q V' °6 O U °6 Z o¢ o C6 C6 o > � r > O u c Z o o Z o < p w w p Z .Q. U U O F w Q ¢ w Ln Z w w � / ¢ m m ¢ LLJ � Lu Lu zx m m EXISTING GRADE a a a a Lp w O O w Ln a 20 g w j> o = i H O H > > O 0, °N° ]6o (p o t M M^ ID M 760 X H �^ VMi vi n H `� O n CD .. .. .. -� w � N N N � INV IN: 7 O N N v N EX. I 0+00 0+50 1+00 2+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 ,,, MH-41- MH-30 PROFILE CONTRACTOR SHALL PLUG EXISTING I Ch MH-EX-9 AND INSTALL PROPOSED C s � N M z 17. i N J MH-3z U m STA: 5+16.76 M H-33 RIM: 749'50 STA:6+zz.46 N Q INV IN: 743.7o TO MH-33 RIM:75z.00 Q 755 INV OUT: 743.5o TO MH-31A INV OUT: 747.00 TO MH-3z Q O t Ln > QC L/) Lu J J W 0+00 0+50 1+00 i+So 2+00 z+5o J J Q - MH-51- MH-EX-9 PROFILE w � o (V W Q w NOTES: LJJ 1. ALL FILL TO BE PLACED AT 95%COMPACTION. U Q U) z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. Y 3. MINIMUM OF z' OF VERTICAL SEPARATION FROM STORM Lu SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & z SANITARY SEWER MUST BE PROVIDED. U) w �- cn w z NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE ,,�1n-► Q SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR ziB, FLOWABLE Lw V Ln FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR - z L CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. z U a J2. jl�' `� 01 La J � VERTICAL GRAPHIC SCALE � 5 0 2.5 5 10 20 ® C) ( IN FEET ) 04 N 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE u 50 0 25 50 100 200 F 1 w O w p 2 O. � ( IN FEET) 0+00 0+5o 1+00 1+50 2+00 z+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o JOB NO. I inch = 50 ft. 182154 MH-33 - MH-26 PROFILE SCALE H: i" - o' SHEET NO. i6 3g.67T0 NV. W ^ ^ N O � Vl O N � ,n ^ZO o�H ��= O N ��p a� ^Z O �in�? Z =Hg z 00 0 ¢ �in�_ 755 r�oo xF�» 755 F^"� M MH-EX-g + °� ^ ^ � STA: o+oo.00 � ° ^ ? ? O RIM:7y8.g8 = � � > > > � `� � MH-45 PROPOSED GRADE OUT: 739.yi 75p PROPOSED STORM PROPOSED SEWER CROSSING OGHOUSE � I MANHOLE 53 745 II EXISTING 745 8" DIP 1 5 INV. IN = 743�79 MH-39 XISTING GRADE MH-4i MH-38 STA: 5+5z.44 STA: 7+50.79 STA:4+z5.4o RIM:757�17 MH-4o RIM:756.67 RIM:753.z5 INV IN:747.o3T0 MH-yo STA: 6+yz.47 INV OUT:749.6 ]60 INV IN: 7yi.95 TO MH-3g INV OUT: 746.83 TO MH-38 RIM: 755.77 ]6p INV OUT: 74i.75 TO MH-37 INV IN: 748�53 TO MH-yi / INV OUT: 748.33 TO MH-39 MH-36 STA: z+79.go MH-37 755 RIM:747�75 STA: 3+z8.g6 755 INV IN: 735�95TOMH-37 INV IN:735�95T0 MH-4z RIM:748.67 INV IN:739�45T0 MH-38 INV OUT: 735�75 TO MH-35 INV OUT: 739.z5 TO MH-36" PROPOSED GRADE i PROPOSED iz" YARD MH-3y MH-35 45 PROPOSED 8" DRAIN CROSSING 750 STA: 0+89.93 STA: z+3z.6z RIM: 746.gz / WATERLINE 75 O RIM:74i.67 INV IN: 734.7o TO MH-36 PROPOSED STORM 5:6' CROSSING l.z INV IN:7z7.87T0 MH-35 INV OUT: MH-3o INV OUT:734�SoT0 MH-34 SEWER CROSSING DR-z6 PVC 7z7.67T0 4'4 g" MH-3o / PVC ioy.3 z LF � s.o9% STA:o+oo.00 PROPOSED 8" ROOF g" SDR-z6 �51% 745 DRAIN CROSSING 86'0j LF 745 RIM:738.0o INV IN:7z7.zoT0 MH-3i y.8 pF\�3.9-IWo INV IN:7z7.zoT0 MH-34 \ PROPOSED 8" $ INV OUT: 7z7.00 TO MH-zg WATERLINE °�� 123' 39 CROSSING 74p 74p z.49% PROPOSED STORM 9z.44 SEWER CROSSING 3,2� 735 735 s"DIP y5.o6 LF Qa 7.3z% PROPOSED iz" YARD DRAIN CROSSING V8" DIP p 5'9� 43.z8 LF Qa z.43% p 73 s,�� LF 73 69 13a 8" DIP ]25 85.93 LF � 0.55% 7�5 Ell � 1p rn � O M rn � vi '� Ol m � �t a° a0 N O o M S m N W rn � m �n N M O ^ d � 'i M N N 111 � �t Ol ^ .t � N N I� cl � lD rl � l0 p� Ol � ul Ql � l/1 � ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ MH-3iA STA: 4+57.68 RIM:745�83 INV IN: MH-3z 75 p INV OUT: 738.83 TO MH-3z 75 p MH_31 STA: 3+go. z5 MH-z6 STA:O+oo.00 MH-zg RIM: 74i.67 INV IN: 734.zo TO MH-3iA -PROPOSED GRADE RIM:733�75 STA: z+iz.o7 INV OUT: 734.0o TO MH-3o 745 INV IN: 7z3�45 TO MH-z8 RIM: 737�9z INV IN:7z3�45T0 MH-z7 INV IN:7z6.zoT0 MH-3o INV OUT: 7z3.z5 TO MH-z5 INV OUT: 7z6.00 TO MH-z8 MH-3o STA: z+ 8 RIM: 738.00g PVC g' SOR-z�3.2�`� 745 INV IN:7z7.zoT0 MH-3i 1oy.3oLF MH-z8 INV IN:7z7.zoT0 MH-34 STA: 0+65.7i INV OUT: 7z7.00 TO MH-zg 6QJ1rylo ]40 RIM' INV IN: 7z4.o3 TO MH-zg �� gO�FG� �' �• 740 INV OUT: 7z3.83 TO MH-z6 I oR' h5 6e�Co°I° 735 PROPOSED 8" WATERLINE CROSSIN PROPOSED STORM 735 SEWER CROSSING 6� EXISTING GRADE 33 73p 6 °' ee��e°�° Rti 6ti 730 6 6\' 7�5 8„ DIP 6z.83 LF � Z.z7% 7�5 g" DIP 6 LF � 1.39% 8" DIP s41.3 6i.7z LF �a o.6z% 7zo 7zo t0 ^ N Q� M Ol M 00 l!1 N � M Op � O �p � I� .t � N O ^ rl � N � rl •i ^ M N � In N M ,.n M M � O M � Ol N � M M ^ 1� M ^ Q1 M � N � lD r! W S � 'i � Vl ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ ^ ^ ^ ^ ^ � ^ ^ ^ ^ � ^ ^ N ^ 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 0 EXISTING GRADE 30 J STR:zo VDOT STD. DI-36 (L=8') 11 STR:8 VDOT STD. DI-313 (L=io') °r° TP=728.42 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: 721.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=7o3.00 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 °0 N °0 �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 Q m 0 1O STR:3zB VDOT STD. DI-3B (L=io') 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 o° 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 � 12/27/21 a Z Z p C 0 H Ln m D Q J z O ti F u > z E ° > .. o �W/ 705 W N N 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 @1 0.52% z7.7z LF Qa o.54% I 47-57 LF Qa o.88% 18" RCP PROPOSED 8" SANITARY 36.83 LF @a o.62% SEWER CROSSING 725 bF N l° M M N M O1 M d H 0) 0) ry ^ ^ Vl ^ 01 1 W O ei N M O 00 00 N W .t 0 W m '4 ^ � ^ W ^ 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 p 00w0 755 m o 0 o o F 0 1n FFLn p Nv1 n OpQ 1Sw ul H Ln N >.^ X 00 rlZ O " EXISTING GRADEtD o Z_ Z_ o 'r �zzz >>O ���ZZZ 750 �,?ww II 745 II II I� 740 735 I.S" RCP 176.53 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 fl ^ N M 0 N ^ Ol M 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 0 N I I J_ J 2 N a 10 U M a m m °� Un 00~ p m� 0 ID1000 0 0 p`o m p l0 0 1n FFN p a0 O � 00F p p 00 F p p} o ^� Ln M F F y 1n O O 0 0 > O 0 V t . . m� O N F lO U1 O O �nz ZCO p p > N a^ > 0 ^�F >> ^00 ^ p O S ^ 76o a>>> _ _ o � ^F �Zo 760 760 o `° ^ZZo m 1O r'� 0 "t > O o ^ 60 p ��� 7 n F? zz a u F a»>-t' ^?0-o 't �F EXISTING GRADE n a>> F ?? STR:48B VDOT STD. DI-3C (L=1o') 1n F z z z F a � r z z c i^ Z O �5 I CL NV NS TO YD Ln 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 PROPOSED 8" WATERLINE - CROSSING i8" RCP 15" RCP 745 99-52 LF Qa o.56% 34.7o LF @ 0.69% 745 1 745 ^ O `� N ^ a ^ ^ ^ ^ 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 GRADE-/ 755 755 PROPOSED 6" WATERLINE �'S 15" RCP CROSSING 33.59 LF Qa 1.49% 750 750 m � m Ln n ^ ^ o+o0 0+50 STR-4613- STR-46 PROFILE GRAD 755 750 �24" RCP 48.25 LF Qa 1.04% z4" RCP 56.66 LF Qa 0.71% 745 M M 0 00 ^ n It r L, 0+00 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 11 74, p TO p YO STR:50 VDOT STD. DI-313 (L=1o') Ln O u F TP=749-00 0 0 INV IN: 741.52 TO SoB 0 o INV IN: 743-50 TO 52 m 9 'r INV OUT: 741.42TO28 o ?Zp 750 Ln F- z z 750 T. PROPOSED 8" WATERLINE OPOSED GRADE CROSSING 745 745 ull 1. ' 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-313 (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 p �i p 0OF v~ 0 F 0 O `P a p O a^ > U? �F Ln Fa>o 1nFzz STR:6o VDOT STD. DI-3C (L=6') STR:64B VDOT STD. DI-313 (L=8') TP=755.o8 00 J TP=756-75 INV IN: 747.5o TO 62 m INV IN: -4.95 TO ROOF-12 INV IN: 747.z7T06oB ^' o INV IN: -5.o6 TO ROOF-1 INV OUT: 747.i7TO 58 0 INV OUT: 749.75 TO 64 STR:58 VDOT STD. DI-3B (L=6') F O m STR:64 VDOT STD. DI-3B (L=8') TP=755-58 F m� TP=756 75 INV IN: 746.85 TO 60 o M r, �- INV IN: 749-43 TO 64B INV OUT: 746.75 TO 56 N *� INV OUT: 74933 TO 62 F ^ 1-O a» ~ Z STR:56 VDOT STD. MH TP=752.00 INV IN' 746.43 TO 58 INV OUT: 746.33 TO 54 ROPOSED GRADE i 15" RCP MEMO i34.83 LF @ 15" RCP 24 R�r 32.18 LF Qa 1.03% PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED LF Qa 1•�9% OUTLET OUTLET PROTECTION w/ FILTER FABRIC 1' i34'�9 zy" RCP 735 UNDERLAYMENT (L=zo', W1=6', Wz=12', D=i.5') z4" RCP 51.z8 LF �a o.6z°/a PROPOSED 8" SANITARY 44 25 LF Qa o.72% 740 SEWER CROSSING 4+50 STR:40 VDOT STD. DI-313 (L=8') TP=747-50 INV IN: 739-43 TO 4oB INV OUT: 73933 TO 28 760 °° J m T M L 0 0 OOLnF 755 Fm 0 �K, O Famt0 On1NtnOO >m OMa o0OOEXP Ln 0 �ZI� 0 G noo nN F>>>p U) aZZZ 750 000 o00m > co � � �� °N°. ^ZZZ0 Fa»» 1nFZZZZ 745 2OPOSED 8" WATERLINE CROSSING 740 735 730 )POSED 8" TERLINE 1. 18RCP VF � 10o'34 z4" RCP 3'227.69 LF Qa 1.16% PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 54.76 LF @ 1.52% O m rp O O o 0 a p-twx0 It 000 0 Ln F O O N N Ql q) M 0 > m M a a r, a^ ^^^F z z z p F a»» 1„Fzzzz 755 EXISTING GRADE 750 24" RCP 61.03 LF @ 1.23% INV. OUT-743.75 745 M W n S O N l0 0 Ol M N •i V1al al Ol N n n Lnn n 11 n � n n n ^ ^ ^ ^ n ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FSTR-64B - SWM FACILITY'B' PROFILE = m �t 76011, O ri 0 p F 00 2 S Ln 00 0 F- p N �?^ F O N ^ p O O n^ nZ ZO > P F F a > > > 6 Z= 1n F Z Z Z ^--o F a > > > 76o STIR: 28 Ln FZZZ INV I INV I INV I INV 755 GRADE a, ?.Cy 66% 1 Qa 3' y1116�F 750 18" RCP 58.26 LF Qa 1.72% 745 DOSED 8" SANITARY ER CROSSING 740 735 730 725 725 Vl n N In 00 C7 O 0) N 00 ^ 0 Ol W m ^ ^ �+ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-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. 1. F • • 755 PROPOSED WATERLINE CROSSING 750 15" RCP 27.68 LF @ 1.16% 745 5+00 740 76o DI-3B (L=10') m STR:Sz VDOT STD. DI-313 (L=1o') STR:52B VDOT STD. ao TP=755.25 TP=755.25 0 0 �o INV IN: 7y8.02 TO 5zB INV IN: 751.00 TO ROOF-8 O O INV OUT: 747.92 TO 5o INV OUT: 748.25 TO 52 755 N L, t 755 0 L9 p o N M^ > 0 PROPOSED 8" VDOT STD. MH v ? z z 0 WATERLINE TP=746-58 F a > > > z z z CROSSING N: 740.25 TO 50 Ln F N: 728.00 TO 30 750 N: 738.5o TO 40 OUT: 727.00 TO PROPOSED GRADE 745 �5" RCP 745 1 z'71% 27.63 LF Qa o.83% �F G 163 33 / / 417' 740 740 � RCP 18' 182% LF XISTING GRADE 64.16 PROPOSED 8" SANITARY SEWER CROSSING 735 735 730 730 725 725 V) N N S n M M ,M ^ N C. 0) 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 i�l 12/27/21 _4Q� Z Z o C O� H Ln co � C1 J jmmq O F Q u > z o > W o n CD L14 u N N N Q l l l\O 7 N p N r N rn AlV C`7 ® CID C3� N 4 M z o Ila- m N Q > Lu J 111 J Q W � J I--1 E OIL -jdid (V Q uj W W`'' Q w Y = (/1 G � z � w O ul (n Lu oC � w U) z a Mimi LL1 La Mimi� J Q ia_ ® O O N u bF 0 w oLn x JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. 10 _ 1 1 _ I / I / ----- / 1 \ ----- ----/ - / I /---------- \ ---- _ loww0mv ��) / __ C --vv // ROJECTBOUNDARY(TYP.) _--/ woo / ❑ ---i one/ -- k / � / YD- B % / YD-4C - / r Structure Area (Acres) Cw t� (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 0.90 5.0 SCOTT/R. CtTLLINSZ No. 35791 i�l 12/27/21 _,4' 51 ic LOT / - - I ROLOoF-lo \ `t - .`-.� --`_' ry� /- - - - o �>- - - - - - - s146 _- / w-0400Z o as xoLMCCOMST �i ♦ -/ � � 1 � \ 1 / � I 11 / I � `4 Lor uLOT ua .♦ ROOF _ ; ' / -2 ! --- � --� �- \ o Lo .• O woowoo / ¢ a U � j Za m m a \ /// Uv� l i r- _ +90 - _ Lor I z J� \ i/� \ ✓ w Q ¢ LU -ram= 2 / 8 or r - m m DRAINAGE DIVIDE (TYP. - -, � � - r = � �` "" / 4 � � � LOT 53 / ,� � \ \ o A \ / � I = _ -- -:♦ -_'�Ty Lor ;�6 ass 54----- ■ i"/ \', a a ;CULVERT- � � W O O W 9 -- LU \ _ - - - - - -_ - d W W d _ or 1 OT LOT 6° 1s9 - YD-zE ,�-- - -_ - o 0 / 1 � En - _ 1 16x 161 \ � / =CULVERT-i / ` \ _ - / goo LOT ' 1 - - LANE \ � /�- � / / / I ` � 13a C' �- 1 1 -- / / I i 36 I - �_F � ♦` \ _rn / - 1 m ROOF- T - 3 x -- i LOT r e6 . \ ` /� z6 LU I ` - �-- 3 LOT *40'''�'_ � � � // � I � � - - I r LOT ,. o or - 09 Lor 1 o ROOF- n T or 8 \ / / / S I - LOT LOT �3O I,: 3 4 1 40 � � / ` or LO4 LOT Ili 16� za " l03 YD-zA \ '' / / ` 1 `, d �RAINAGE DIVIDE (TYP.) � --- � I O � 4 - - Lor z zs YD-36 I / g or L°T y\ - 3 / / - - LOT izo in i - � // // / ' 11 \ YD•bB ,, "nor L9 ��s\ L � ROOF-8 ' � -- 4oB -_� � - - ,I� 1 I � �--�_✓� �/� 7/r / ti / - or _ - A /O ' LOT LOr 116 ��7 / _ - -- - og / - Yp z 34 �P / =m ` \ _ ��y 11s / 1 Alv co 107 1oa % g OOK LANE I� 18 /" �O / N 1o6 ROOF-12 `.. ✓ y� RAMgL 52 ]'I__ ____. ��/VGr �/ LOT 'v - - 57 pp ao3 toy ♦ _ >. : ' �.. _, ___---_.f.___ ___ ______ 2 I.. _�� B]70O 126 206 / 61 � /- OT- • a - \.- �, - 0�� -r� co i F / / -�`_'�LC1� �V-"� LCT �� _z � � � --- yI� --- '-- \ -_ � ROOF-1 or ' �- 60D - -- / /-- T LOT - --a> L6z 3 j 'i r 8 a 6 L� 1 / OT D iA ss Q Yp_Sq � a� F� a S --- T' Zwr � I 7^ �` \ LOT 63 / OT � / N - - ao _ y r.,,.T .a�0� 6r d'r � I .-- .....,., / i% 54 -- /'� .. �/� : � O Ila- LO se w �C 90 S 5 1 / 53 �� _ ,� � , / � � � / Y :,1 Lor � � /� N wo U 4 / - �/ --- - goo NOR / - w _7 w ^ -------- / 7- ~I- o - - - _ -I U = _ _ _ mom _ - /// - - -` - nYD-4D i 1�w = f _ - 1 ----- - 666 ""' --mow ��w / c? w -� \\\ -� ` - � w j - - _ \ s ioo`Lor LOT ' 68B - - \o-w --T-w �_ o - / / or i LOT - - - w w L 000 a60ob )o®0000®®® /j/ 0 000 ®��/® ®®® � _- --� // \\ //v 0000:: ®-- ®® \ o - `-- 0 - - - - - - - - - o ®®®0000®®� - -\\ '--_---_ _ - _ 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 - -a -\ - - - - - - I I I I I I I I I I I I _ Stmcture Area (Acres) Cw tc (Min.) 30 0.15 0.75 6.0 32 0.24 0.75 6.0 32B 0.24 0.75 6.0 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-313 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 1 5.0 -LLJ - /_ T / \ ' � --�-� v V ALOT 10 B J J -_ ♦ - D 129� -A \ V 7 �/ LOT o ®v \ _ y loo WPOBUFFER o�v o - \_\ loo-YEARFLOODPLAIN - - G 3O - ®®7°0� -v� ��q sv v yi PROJECT -i - v o// Lo1� 8 �s �1 H� �A' ®�o��®®®�®®�®®® -- v / 6 / „� Lor ui �o�®: `- A_ -v _y - e v \ 31 CIO- Avv i LOT �. V �Av\\ // ®®®®®®®® vyv (V ui ®.. \ v /' LOT \ \ <�/ui - - LL _ '� '\ ®®�-�v LOT \\�,�A _ EXISTING STIR EA 0 66 v� �y Q Z 000®®®® \ \ \\ --_- o \ -o" o \ ®oo®0000 0000 _____ \ o - e® \ - - ---- 10000 \ c y vI v OT 6LU \0® ��� \\\\\ A\ \VAAv Ul U) W LU LU \ >\ H Z v U Q ®�LU LU F <L J o / ®® /�/ / 1 II II 11 Q f 1 ®o ®_ ®60 ®0a 6 I II I O vv A vv vv�\V A A \OVA II AI / ®00 j - v®® ®� V - ®III I '� ® N ®®0 o®� 0 / I i O W / \ / o Ln m Ln V A vv I ®®oo® A / JOB NO. 10 \ \ � ®® � ®I I 182154 e tzo / 4 I®o I 01 I I y: SCALE 01 / o N �Eo \\\ \V I ® ® Ia I I �%{.. SHEEP NO. inch = 6 ft. V vvv vvv v vv A A 0 ' 0 V I®I I I I 19 Structure Area (Acres) Cw k (Min.) 8 0.13 0.75 6.0 8B 0.12 0.75 6.0 10 0.13 0.75 6.0 12 0.10 0.75 6.0 12B 0.26 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-1B 0.10 0.55 6.0 ROOF-1 0.06 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.Sinlhr 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 conditionL9 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. �T �Flr O ��� SCOTT R. LINSZ U No. 35791 � �1 12/27/21 o��SSIONAL E�Gt (/� Z O > W o r CL w o Z O n Q g ca .a. P Z H O a U a o > z � O U w oe a w Q co a ce Z � O U O as z O U w CY a w m a w a w w f O U rail C6 r Z O U W iY a W Co a w a w En w H O a U a o > z � O U w � a W Q a U) ce W a '-I N .. N l l .. N l\O � .. N 7 '" N N C`7 a� co N M o u� M N >�/ J J > w H O 10�t Q U Y LU W W J LU J� �Q V N O O z J QL J Q z F� L N U) Q z w �L1L� `J z w J O a z O Q J V Q V z Q 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 capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � n N �N s •U '�° O � t N � � J N t VI ^ W Q U N C 3 2' o o ii o 0 � V E � o M � H o m E (0 Op x Q rn w a a > � ¢ ti U fJ (J C3 rn 3 rn rn r= ni Co rn ui C7 u 2 8 3B 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0676 0.0200 2.0 0.0633 4.1650 3.27 0.98 3.5192 0.1466 0.1637 6.74 1.48 1.00 0.39 0.00 Maximum allowable spread =7' 8B 3B 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0676 0.0200 2.0 0.0833 4.1650 3.18 0.99 3.5192 0.1466 0.1652 6.48 1.54 1.00 0.36 0.00 Maximum allowable spread =7' 10 36 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0936 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1466 0.1652 7.39 1.35 1.00 0.39 0.00 Maximum allowable spread =7' 12 36 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0551 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1466 0.1652 5.65 1.42 1.00 0.30 0.00 Maxim um allowable spread =7' 12B 3B 10.0 0.26 0.55 0.143 0.57 0.00 0.57 0.0551 0.0200 2.0 0.0833 4.1650 3.93 0.95 3.5192 0.1466 0.1593 7.57 1.32 1.00 0.57 0.00 Maximum allowable spread =7' 14 3B 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0214 0.0200 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 0.1622 4.11 1.46 1.00 0.27 0.00 Maximum allowable spread =7' 16 3B 10.0 0.32 0.75 0.240 0.96 0.00 0.86 0.0120 0.0200 2.0 0.0833 4.1650 6.35 0.80 3.5192 0.1466 0.1373 6.51 1.54 1.00 0.96 0.00 Maximum allowable spread =7' 16B 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0120 0.0200 2.0 0.0633 4.1650 4.39 0.93 3.5192 0.1466 0.1564 3.99 1.50 1.00 0.36 0.00 Maximum allowable spread =7' 20 3B 8.0 0.24 0.60 0.144 0.58 0.00 0.58 0.0200 0.0200 2.0 0.0633 4.1650 4.76 0.90 3.5192 0.1466 0.1520 5.76 1.39 1.00 0.58 0.00 Maximum allowable spread =7' 20B 3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0200 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1486 0.1549 5.27 1.52 1.00 0.48 0.00 Maximum allowable spread =7' 22 3B 8.0 0.20 0.40 0.060 0.32 0.00 0.32 0.0200 0.0200 2.0 0.0633 4.1650 3.82 0.96 3.5192 0.1466 0.1608 4.35 1.84 1.00 0.32 0.00 Maximum allowable spread =7' 26 3B 12.0 0.09 0.40 0.036 0.14 0.00 0.14 0.0694 0.0200 2.0 0.0633 4.1650 2.24 1.00 3.5192 0.1466 0.1666 4.42 2.71 1.00 0.14 0.00 Maximum allowable spread =7' 30 3B 8.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0378 0.0200 2.0 0.0833 4.1650 3.85 0.96 3.5192 0.1466 0.1608 6.08 1.32 1.00 0.45 0.00 Maximum allowable spread=7' 32 3B 10.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0285 0.0200 2.0 0.0833 4.1650 4.84 0.89 3.5192 0.1466 0.1505 7.08 1.41 1.00 0.72 0.00 Maximum allowable spread =7' 32B 3B 10.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0285 0.0200 2.0 0.0833 4.1650 4.84 0.89 3.5192 0.1466 0.1505 7.08 1.41 1.00 0.72 0.00 Maximum allowable spread =7' 34 3B 10.0 0.25 0.80 0.200 0.80 0.00 0.80 0.0200 0.0200 2.0 0.0833 4.1650 5.39 0.86 3.5192 0.1466 0.1461 6.77 1.48 1.00 0.80 0.00 Maximum allowable spread=8' 34B 3B 6.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0200 0.0200 2.0 0.0833 4.1650 3.89 0.95 3.5192 0.1466 0.1593 4.47 1.34 1.00 0.34 0.00 Maximum allowable spread=8' 36 3B 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0599 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 5.85 1.37 1.00 0.31 0.00 Maximum allowable spread =8' 36B 3B 10.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0599 0.0200 2.0 0.0633 4.1650 3.53 0.97 3.5192 0.1466 0.1622 6.93 1.44 1.00 0.45 0.00 Maximum allowable spread =8' 40 3B 8.0 0.19 0.80 0.152 0.81 0.00 0.61 0.0200 0.0200 2.0 0.0833 4.1650 4.86 0.89 3.5192 0.1466 0.1505 5.93 1.35 1.00 0.61 0.00 Maximum allowable spread =7' 406 3B 8.0 0.17 0.80 0.136 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0633 4.1650 4.66 0.90 3.5192 0.1466 0.1520 5.62 1.42 1.00 0.54 0.00 Maximum allowable spread =7' 42 36 10.0 0.13 0.80 0.104 0.42 0.00 0.42 0.0524 0.0200 2.0 0.0833 4.1650 3.52 0.97 3.5192 0.1466 0.1622 6.45 1.55 1.00 0.42 0.00 Maximum allowable spread=7' 50 3B 10.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0378 0.0200 2.0 0.0633 4.1650 4.45 0.92 3.5192 0.1466 0.1549 7.30 1.37 1.00 0.66 0.00 Maximum allowable spread=7' 50B 3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0378 0.0200 2.0 0.0833 4.1650 3.95 0.96 3.5192 0.1466 0.1608 6.24 1.28 1.00 0.48 0.00 Maximum allowable spread =7' 52 3B 10.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0378 0.0200 2.0 0.0833 4.1650 4.27 0.93 3.5192 0.1466 0.1564 6.82 1.47 1.00 0.57 0.00 Maximum allowable spread =7' 52B 3B 10.0 0.16 0.80 0.128 0.51 0.00 0.51 0.0378 0.0200 2.0 0.0833 4.1650 4.04 0.95 3.5192 0.1466 0.1593 6.45 1.55 1.00 0.51 0.00 Maximum allowable spread =7' 58 3B 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0184 0.0200 2.0 0.0833 4.1650 4.19 0.90 3.5192 0.1466 0.1520 4.78 1.26 1.00 0.39 0.00 Maximum allowable spread =7' 62 3B 8.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0105 0.0200 2.0 0.0833 4.1650 5.46 0.86 3.5192 0.1466 0.1461 4.95 1.62 1.00 0.60 0.00 Maximum allowable spread =7' 64 3B 8.0 0.26 0.75 0.195 0.78 0.00 0.78 0.0105 0.0200 2.0 0.0833 4.1650 6.02 0.81 3.5192 0.1466 0.1388 5.69 1.40 1.00 0.78 0.00 Maximum allowable spread =7' 64B 3B 8.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0105 0.0200 2.0 0.0633 4.1650 5.59 0.85 3.5192 0.1466 0.1446 5.11 1.56 1.00 0.64 0.00 Maximum allowable spread =7' 66 3B 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0100 0.0200 2.0 0.0633 4.1650 4.57 0.91 3.5192 0.1466 0.1534 3.84 1.56 1.00 0.36 0.00 Maximum allowable spread =8.5' 666 3B 10.0 0.62 0.45 0.279 1.121.12 0.0100 0.0200 2.0 0.0633 4.1650 6.95 0.75 3.5192 0.1466 0.1300 6.78 1.47 1.00 1.12 0.00 Maximum allowable spread =8.5' 68 36 6.0 0.07 0.80 0.056 0.22 0.00 0.22 0.0438 0.0200 2.0 0.0833 4.1650 2.88 0.99 3.5192 0.1466 0.1652 4.66 1.29 1.00 0.22 0.00 Maximum allowable spread =8.5' 68B 3B 8.0 0.24 0.40 0.096 0.38 0.00 0.38 0.0438 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 5.91 1.35 1.00 0.38 0.00 Maximum allowable spread =8.5' 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 L o c o N � c � r o � a 33 � ° 0 Q o x 3 v, (n y r= C E ii > � d ti � o 0 o rn rn � w ni in in 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 " 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 Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet +r rn d N U � 2 a � � � c C � 'M. N r O N O `ry r N t � U .�... O C u o o c 0 m t t m � o >' o D_ � N � � (6 c � � U a m a � � 'c g 3 `m o � c �° rn x c O « rn U L E j U K a O O O rri V1 F a a H left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.14 0.75 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0833 4.1650 8.90 48 3C 10.0 combined flow 1.0 0.10 0.223 5.12 left 0.18 0.75 0.135 0.88 0.00 0.88 0.0010 0.0200 2.0 0.0833 4.1650 9.78 right 0.18 0.75 0.135 0.88 0.00 0.88 0.0010 0.0200 2.0 0.0833 4.1650 9.78 48B 3C 10.0 combined flow 1.8 0.15 0.320 7.33 left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 60 3C 6.0 combined flow 0.7 0.10 0.215 4.92 left 0.21 0.80 0.168 1.09 0.00 1.09 0.0010 0.0200 2.0 0.0833 4.1650 10.61 right 0.22 0.80 0.176 1.14 0.00 1.14 0.0010 0.0200 2.0 0.0833 4.1650 10.80 606 3C 12.0 combined flow 2.2 0.16 0.343 7.86 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 INLET Design Year: OUTLET WATER 10 L. Do Qa Se Project: Hr Pleasant Green - Phase II Job #: JUNCTION LOSS 182154 Prepared by: FINAL INLET WATER AML, PE M RILu Design Storm Year = 10 �T 0Flr ��� SCOTT R. LINSZ J No. 35791 � �� 12/27/21 �Q o��SS10NAL E�Ot (/� �I Z Oa Flla� LLJ O Z O w Q ca J .¢. F Z �" O ¢ U ¢ .6 O > Z O V w ce ¢ waaw m ¢ a H 2 O CJ O p oi5 O W - ¢ w m Lu a w w F O U Ln V c'S O W ¢ w Co w a w w K O ¢ U ¢ °i5 p > Z O V w o< ¢ m ¢ a U) Design Year: 10 Project: Pleasant Green -Phase 1I Job #: 182154 Prepared by: AML, PE Design Storm Year = 10 W r4 N .ti .. N N .. N r 7 .. N •-� ." IN N N .y ® C`7 Cr) N M z o C N Q J Q �- %0/ J J > L1J U LL J Q z H- LL- N "' Q z O Q J V a V Design Year: 10 Project: Pleasant Green - Phase H Job #: 182154 Prepared by: AML, PE Y Lu � L u � z w/ �L1L� `J z V z - a J JJ W rQ w ® V O N a w W w JOB NO. 182154 SCALE N/A SHEET NO. 21 STATION SURFACE ELEV ZW H SURFACEELEV. ELEV V. Ho Qm Vuv Q*VI VI /2g HI ANGLE Ho H� 1.3H� .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 1.4 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 INLET STATION OUTLET WATER SURFACE ELEV L. Do Q. ZW S6 lIr JUNCTION LOSS FINAL INLET WATER RIM Vo Ho Qm� VAN Qi*Vi Vii /2g Hi ANGLE Ho Ht 1.3H 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. 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 A66 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 SB 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 O.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 ]0.7 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 ]0.0 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 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. INCHES C.F.S. F.P.S. SEC 64B 0.20 0.80 0.16 0.29 6.00 6.35 1.8 64 749.75 749.43 27.68 0.0116 15 7.0 4.7 5.9 64 0.26 0.75 0.20 0.48 6.10 6.32 3.0 62 749.33 747.93 134.83 0.0104 15 6.6 5.2 25.8 62 0.20 0.75 0.15 0.63 6.53 6.20 3.9 60 747.83 747.50 32.18 0.0103 15 6.6 5.6 5.8 60 0.14 0.75 0.11 331 11.25 5.13 17.0 58 747.17 746.85 51.28 0.0062 24 17.8 6.5 7.9 58 0.14 0.70 0.10 3.41 11.39 5.11 17.4 56 746.75 746.43 44.25 0.0072 24 19.2 6.9 6.4 56 0.00 0.90 0.00 3.41 11.49 5.09 17.4 54 746.33 744.60 134.29 0.0129 24 25.7 8.8 15.3 54 0.09 0.45 0.04 3.45 11.75 5.04 17.4 S W M B' 744.50 743.75 61.03 0.0123 24 25.1 8.6 7.1 60D 3.42 0.45 1.54 2.23 11.00 5.18 11.5 60B 749.00 748.50 48.25 0.0104 24 23.1 7.3 6.6 60B 0.43 0.80 0.34 2.57 11.11 5.16 13.3 60 748.50 747.27 56.66 0.0071 24 19.1 6.5 8.7 YD-6D 0.50 0.50 0.25 0.25 8.00 5.81 1.5 YD-6C 755.17 754.00 102.40 0.0114 12 4.1 4.7 21.6 YD-6C 0.17 0.45 0.08 0.33 8.36 5.73 1.9 YD-6B 754.00 753.00 89.35 0.0112 12 4.1 5.1 YD-6B 0.34 0.50 0.17 0.50 8.65 5.66 2.8 YD-6A 753.00 752.33 56.00 0.0120 12 4.2 5.7 YD-6A 0.20 0.55 0.11 0.61 8.82 5.62 3.4 b13.2 YD-6 752.33 751.50 75.90 0.0109 12 4.0 5.8 YD-6 0.17 0.50 0.09 0.69 9.04 5.57 3.9 60D 751.50 750.00 19.35 0.0775 12 ]0.7 12.5 68B 0.24 0.40 0.10 0.10 7.00 6.07 0.6 68 747.75 747.50 34.86 0.0072 15 5.5 2.9 12.0 68 0.07 0.80 0.06 0.22 7.20 6.01 1.3 66 746.00 744.00 206.62 0.0097 15 6.4 4.1 50.4 66 0.14 0.65 0.09 0.59 8.15 5.77 3.4 EX-32 742.50 740.52 176.53 0.0112 15 6.8 5.6 31.7 66B 0.62 0.45 0.28 0.28 8.00 5.81 1.6 66 742.83 742.60 34.85 0.0066 15 5.2 3.8 9.3 INLET STATION OUTLET WATER SURFACE ELEV L. Do Q. ZW S� Hr JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V. Ho Qm� Vm Q*V Vi /2g H� ANGLE Ho H. 1.3Ho .SHa 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 6C, 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 US 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 6813 0.00 0 0 0.00 NA N/A 0.00 748.50 754.75 749.48 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 0.34 749.82 754.67 750.10 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 1.03 751.13 754.50 745.35 61.03 24 17.41 0.006 0.36 5.5 0.1 54 17.4 5.5 96.51 0.5 0.17 19 0.0477 0.33 NA N/A 0.70 746.05 749.50 746.20 134.29 24 17.41 0.006 0.80 5.5 0.1 56 17.4 5.5 96.51 0.5 0.17 79 0.29098 0.58 N/A N/A 1.37 747.57 752.67 748.03 44.25 24 17.41 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 51.28 24 16.99 0.006 0.29 5.4 0.1 60 13.3 6.5 86.87 0.7 0.23 2 0 0.35 NA N/A 0.64 749.48 755.08 749.48 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 0.19 749.67 755.33 749.67 134.83 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 0.36 750.03 756.75 750.43 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 '®�------_- 740 740 765 765 760 76o / HT. OF OBJ.=3.5' 755 LINE OF SIG HT--� 755 750 T. O 750 / EYE= / 745 \SAP 745 N� s\ / PROPOSED GRADE \ 740 aw, XISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O 00 co N ^ rn Ln O 0o m ^ Ih l0 co Ol V1 '' 1, N N co el O ^ �t Ln "� .t In O h ri Vo M ^ 00 M M 00 0) M M O ~ S N ri �t �} 0 .t 6 m It ^ V1 �t O �t rl N Ln M V1 u) 00 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 i+so 2+00 2+SO 3+00 3+So 4+00 4+So S+00 s+so DUNNAGAN DRIVE &RAMBLING BROOK LANE 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 GRADEN�- \ 7�5 H .OF OBJ.=3.5' J 720 720 l5 In V1 N 00 ^ M N V7 a, 0+00 0+50 1+00 3.+50 2+00 2+50 3+00 3+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET i HT. OF 013J.=3.5' 735 z 735 s\ i i i 730 LINE OF SIGHT OF' 730 'HT.. YE= .5' / ROPOSED GRADE 725 0 725 720 720 EXISTING GRADE 715 / 715 HT. OF OBJ.=3.5' 710 710 705 705 00 In Ln �t O rl 01 01 0) N Vo H 01 N M M 1� M V) N H 01 1� O1 M d O 0o ri N N ^ V1 u) 0l O ^ rl ^e N .t r^ 0 O ^ O N NN ^ p O M ^ N ^ M NM ^ M ^ ^^ m ^ ^ ^ r, ^ ^ F, 20 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 zoo LITCHFORD ROAD & RENWICK LANE INTERSECTION SIGHT DISTANCE PROFILE 76o ( IN FEET ) 1 inch = 50 ft 76o HT. OF OBJ.=3.5' SIG T DISTANCE=2 LINE OF SIGHT 01 755 HT. O EYE=3.5' — 755 SIGHT STANCE=28o' EXISTING GRADE HT. OF OBJ.=3.5' 750 750 PROPOSED GRADE 745 745 �0 �0 H n 0o 0 It N N 1 OO N (1 O O�D 1 m L O 00 6 U) Ln n n U) n W n M n n^ o n n^ n opn 't ^ ^ ^ ^ ^ 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 & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 755 SCOTT/R. CtTLLINSZ No. 35791 i�l 11/4/21 _i a ZZ o 0 m w wz J O ti F u ` cn z o W � o 5IUH I U15 I AIVC.t F'KUHLtCD W 755 N 750 750 / HT. OF / O BJ-3.5' o a/ / 745 PN� 745 0 LINE OF SIGHT / 740 _ HT. OF EYE= 740 / _ SIGHfD ISTA .5' HT. OF EXISTING GRADE 013J.=3.5' 735 / PROPOSED GRADE / 735 730 730 lDIR L!1 co ^ N 01 �y 01 N 1� M ^ 01 N M M 1z M O M M S M N V7 •i M m frl M m m M m m M m m M ei m m �H M m m M ^ m m ^ Ol m m O7 O m �'t O rl ri 51 3 m Ol OJ m ^'' C6 m ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 So [LEXI LANE & RAMBLING BROOK LANE INTERSECTION 770 V / L9 C`7 CID ® Cy) N M z Qi �� o J N Q > 0 Lu _ DC J J W Q J > z_ E. LL —j (V W 10Lu V z 4+00 4+50 5+00 5+50 0 Q i SIGHT DISTANCE PROLu FILE 770 � LLu F - 765 765 HT. OF OBJ.=3.5' _ /GHTDI STgNC=8o LINE OF SIGHT 76o 76o OF SIGHT DISTANCE= 80' EXISTING GRADE jH E= .5— \ f 71HT. OF OBJ.=3.5' 755 755 PROPOSED GRADE 750 750 Ol W m 0 W M .t W I V. O^ N 00 ^ m M lD rl ^ Ol ^ Cl ^ N ^ 00 ^ ri n ^ n ^ ^ VJ ^ Vl ^ ^ I� ^ ^ ri ^ ^ ri ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo >UNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILI z wLu v, U) z J~ `r) F- LU W JJ ® O 0 N u GF 1 W O uu a Ln JOB NO. 182154 SCALE V:i"=5' H: i" - o' SHEET NO. 22 OFF o ��� 765 765 SCOTT R. LINSZ U No. 35791 i�l �—\ � 11/4/21 IONAL 06 w F z z O U < O O U U U V/ Q 0 V Z Z J F O ¢ o as � > � r 0 � z o 0 C) J O W W ti V J J u z O O F_ W z ce W W Q m m W � m a J W W ¢ CL CL o 0 W W W Ln (A VERTICAL GRAPHIC SCALE LU LU 5 p 2.5 5 10 w 0+00 o+so 1+00 1+50 2+00 2+50 3+00 3+so 4+00 4+50 S+oO 5+50 ( IN FEET, EMERGENCY ACCESS ROAD & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 1 inch — 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 CD .. .. .. 775 775 a N N N v�i � 7 ( IN FEET ) p .N- N N 7 1 inch = 50 ft.HT. OF C7 co N M z o J Cn 12 N Q > 0 w oC J w Q J 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 1 L9 ~ EMERGENCY ACCESS ROAD & CLING LANE INTERSECTION SIGHT DISTANCE PROFILE ° N w Q w v z U Q Q F- Y � 111 � z � � w � Ul � � 0 w L7 cn LU � z a w w JJ ®� 0 N u bF o w a Ln JOB NO. 182154 SCALE V:i"=s' H: 1" - o' SHEET NO. 23 LINE OF SIGHT 760 � � Hr. o EYE= _SIG T DISTANCE= g0� ]60 .s' � — N- TOT.JO3.5' 5\G 755 755 � PROPOSED GRADE HT. OF / \ OBJ.=3.5' 750 750 XISTING GRADE 745 745 740 740 d ~ 00 M � O O M O1 M M N `"� OD l0 �p lCl � N CI1 O O O1 ^ O l!1 � ci � V1 f O � � LMl1 l!1 � Vl � Vl � L!1 � �l � n ^ n ^ n ^ r` ^ n ^ n ^ C\ n ^ n ^ n ^ C\ ^ n 770 — — SIGHTDIST NCE= LINE OF SIGHT 770 0� OBJ.=3.5' \ HT.O � 765 EYE .s' � s��rDlsr CE,z$o. 765 � HT. OF OBJ.=3.5' 76o EXISTING GRADE ]60 755 755 O OJ O 01 41 CO N 00 O OD ci lb V1 .t Ol rl ci O O O N Ol V1 CO l0 t0 lD l0 l0 lb l0 tD lb l0 / (u) LSR STREET TREES ALONG 758 MCCOMB STREET/ CLING LANE SCOTT/R. CtTLLINSZ No. 35791 i�l 12/27/21 _i LOTi \ / -- 1• � -' -- LOT 153 15°t � // \ �\ / �/ � F 154 LOu u 1II - LOT • I .. / / O � m C LOT `1 t - - \ / / Ln 2 163 S7 1 1 LOT LOT°\ ~ o U, - n -CCO _ _ \ �/ ) PHASE / � �u 162 161 —1.. / / / \ \•' B('09 7 / I •\ / / "��' e ^ O F_ u wLLJ .. u -r w:� :•ram /-- V ��- LOT J /— 14� _ -- \_--- / / / r� s �- •- •: � ✓,�'•..• . • � / LOT � ( / --�- \ `.�;.•.•,••,•-._.•_-.�•....•,.,.,.,,., .' i84; ;� (6)LSRSTREET TREES- -�- �\ l l /- > \ \\ `J� '\\�\ l I //i..' D ALONG LEA LANE 7 OPEN SPACE •': • ; •',.aw. / / LOT / , / \ - \ \ \ _ - / / \ \ 1 \ \ , r / / / o LOT D -168 (0.37AC) /. / LOT C3 --- \\ \��- \`\ J\� ' / <j�il ' S\ LOT LOST/ 3 ' (7) UAP STREET TREES \ \ \ - l \ \ \ - - / / i �i ',I7 AL E — 1 \ \ ., — — — . ( LOT •li L- � t• i81 r$, � ALONG - � \ \\ - ----- a; �'_ � —••� •'.1'. i.l I � �.: Ili'-. / � \ \ i-� \ 1 - '' ` � \ LOT i8o l'/`¢nQ / \ (FUTURE)--- / '. i III . .. ,,46 • . • • _ � — I � / �. _ .` 1 / \ / J II I I a (5)LSRSTREET TREES - v , -LOT ALONG DUNNAGAN DR - - - - - 179 d I I. LOT LOT L(0) I 170 1 1 1 2 LOT LOT LOT II LOT a 7 7 173 174 1J -- pp __ \� �114 � ---� �� 176 LOT �77` (35)QPSTREET TREES \ 1✓' �\ %/- / / / 9i \ ALONG RAMBLING BROOK LN .-;_• -_ I � --- / .' � fix\ 728�L (3) QP STREET TREES - \ \ ALONG LITCHFORD RD / � • ` ' ` _ y . � S - z UAP STREET TREES / \ : •::{: 1. • AL ROOK LN \ \ M '_' '' ' • '_ / . � / .736 ALONG RAMBLING B II - \ N L — _ � •• s • •. z UAP �/Q' O 1�0�a LOT ALONG LITCHFORD RD 1'a/ / QQ �� x 58 ., - - ✓ LOT _ 59 / � r • / I / •' � a, e _ --�,\ �// /�y y,% ,SLOT Jj •'- �/ T I 1 ---- / — I • SWM :• : I DTI •,. ; 1'S � 3 ,DLO . • / r� / l FACILITY C _ I e' 1I� I l I I �\ PROPOSED6 / I LOT -OT : - I I - - - EXISTING r / / OPEN SPACE l % LOT- _LANDSCAPING - v BH OT �3'� ' LOT - EASEMENT / .CEMETERY.. v . 6z x 8z 7 6� i 4 LOT I --�- / �� / 1. • i v+ - LOT / (0.04 AC) - _OPEN SPACE. 81 I��� LOT 'I•' •)• � � / v � ' � � � _ 'G' J 8o I 7 z.LOT LOT LOT / y/// 7g LOT / j - j 54 0.19 AC I PROPOSED 6', �� LOT _77 I _ 78 76 75 / LANDSCAPIN / / 6 — I 1� I .�. 4 \ I 734� -- ----�! - - '�,. ' • \•': •: a-- � - -- - EASEMENT � . •G/ // �l /.. , LOT _. =�., •I / / 53 :O >PENSPACE� -- - y-�/ 73 C. C 732 / / - LOT �° J A \ 0T / 720 (0.33AC) �/ /�� / "h / v 51 Q V A -72-� ; PROPOSED TREE- / - _ / --c-- \\t•':•':•': '•..�� �� / �s L J �� ` x •.' QJ��Q PROTECTION. ENCING / - ��� ����'-- :•`: �;�.�:•' •' �� / i --/ j/LOT - ® V vv A / �� PHASE II -�/� e/` �_- `� \ :•,;_.:yiv / 71 70 /_ -- —_�� �: �000 00°OOO ��o,` _ •'..:.%�.•':•:%�.•,. -�-��T ---- �N --\\O� 0°Q� 000�Ce@Oo -'— OaQOOoQo�S�00o�°��\\—\ — '\__ - w \ O0 0 Q 00 00 0O Oo Z0s �r � i � -_ � - _ ••'.�: . ,\ � \ _ _ _ /' / LOT Z � ; 69 LLI - �_ - / PROPOSED LIMITS OF / 68 %`. ' LANDSCAPING NOTES: A LOTS 1. 1 LARGE STREET TREE PROVIDED FOR EVERY SO'OF STREET FRONTAGE. \ _ - - _ _ - % / \ \ / 6 z. STREETTREES SHALL BE LOCATED idMIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. \ LIMITS OF STREAM 00 1d6 ; 7 \ —J ROPERTY LINE - STREET TREES SHALL BE LOCATED lo' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY \ - \ — — — — — _ \ — BUFFER (TYP.) \ FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 26. STREET TREES MAY BE PLANTED ON TOP OF DRAINAGE PIPES INSTALLED AT A DEPTH OF 10' OR GREATER. \ \ — — 1 — \. _ \,\ — \: / — _ — \ \ \ LOT b 66 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING \ \ — \ — — — 7r OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE \ \ XISTING STREAM \ — \\ / \ \ \\ \ \ a / OVERALL HEALTH OF THE PLANT. S 4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES \ \ \ `) \ \ \_ — \ \ \ \ \ \ \ ` LOT : - SHALL BE MAINTAINED BETWEEN z' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES)DO �OO 00 00 00 OO 00 00 00 OO 00 °O �O Oo �0 OO Do \ \\ \ \� — \ — I — \ \ 0 \ \ J\ \/ 65B- AND ACCOMMODATE PEDESTRIANS. C — _ _ _ — \ 5. TOTAL STREET FRONTAGE = 5,542' OO REQUIRED STREETTREES: 112 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) — — \ / \ OO o / — �� too YR FLOODPLAIN 00 / \ \ PROPOSED STREET TREES: m \ �0 \ \- \� ,—\— \ Oo:O \ "/ .•-�'.•: - STREET FRONTAGE ALONG RAMBLING BROOK LANE: 3,085' — — — — — _ \ \ Z a\ \ \ REQUIRED STREET TREES: 62 _ — — — — — — — _ _— — \ _ \ \ — —O° Oo \ \ 00 \ / \ ; \• . :- . ..\ PROPOSED STREETTREES:6z-------- _ — /\\� \ / \�O�OQOOD \yJ \'� �I cOOO� 'C \\ ':•C:•�'• SWM-• STREET FRONTAGE ALONG LITCHFORD ROAD: 250' — — — — — — _ — / / \ \ OO \ \ — — \ \ �°O �� \ �': FACILITY 'D' \• REQUIRED STREET TREES: S \ PROPOSED STREET TREES: S ��--_-��\7\ \ \ C \� \ \OOP \--� \\\ �� \\ \ \ / �OO��•. -.:�'.\♦• l �•. STREET FRONTAGE ALONG LEXI LANE: 574' REQUIRED STREET TREES:2z PROPOSED STREETTREES: 13 STREET FRONTAGE ALONG DUNNAGAN DRIVE:343' REQUIRED STREETTREES:? PROPOSED STREETTREES: 5 STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF): 2,289' REQUIRED STREETTREES: 26 PROPOSED STREETTREES: 26 PHASE II PLANT LIST SYMI COMMON NAME BOTANICALNAME SIZE CANOPY QUANTITY TOTAL STREETTREES LSR ROTUNDILOBA' AMERICAN SWEETGUM LIQUIDAMBARSTYRACIFLUA 10-12'HT 1 206 22 1 4532 QP IWILLOWOAK liQUERCUS PHELLOS I 10-12' HT 1 370 40 1 14800 UAP PRINCEfON'ELM I ULMUS AMERICANATRINCEfON' 10-12'HT 1 397 51 20247 TOTAL CANOPY: 39579 \OoOO\ GRAPHIC \ OPEN SPo ao — �� a, 20 a11 o Sao \ \ \ I so\ \ \ �- \ \ \ •`�. (0.34 Al 0 \ A \ V/ \\ O\\V A �N FEET ) A\ �v\ rvJ� \v /� \ •-. \ 1� \ \ \ �l \00 \ \ 1 in = 40 ft. \ \ \ \ I � \ %. 7 u 5 J L n J z zf 5 J u J e z u 0 i e u L u uu e 1992 338 RING M6 PENCE rl1/ - _PIA911C FENCE CORRECT METHODS OF TREE FENCING �.•^ CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 338.2 Comity of Amr,narle Coreervafion Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete apecificatiom) 1. The follwinr items shag be shown on Me plan: ILI Treestobesaved; KI Limitacfdeanng(out Wad phneofaemtobesaved), 91 Locahonand of mkPfivefend W P g ® Gred banBes re3uidig hce wells orwalls 0 Pmposedtrmchingort elingbeymdtnel tsofcleadng. 2. Marld s O All tla [ be eava3 shall be madred wiN pent nbbon atahmghl Beady viable megmpmeot opemtms. ZI No grading shall begin unal the are, madatlg naa beat inspected and approved by a County lospedor. 1. PreLpndrudion Conference: Treepresen sane and protecmn memuies shNl be remexred xnM the ...radar msfte. 4. Eauipmem Oteratlonana Storare: EJ Hcaty equipment, vehiadar tragic and storage ofconstrucnon materials including sill Add not nepemlitted witnin the driplin®oftrees to be saved. 6 Soil Erosion and StormwsG, Delentlon Deviers: Ll Stich devils shill mt advandy atfed trees b be saves. 6. Ftre E7 Firw arc natpamitted willun ]00 fat oftM ddpline of treamba saved. 7. 'Pone Mat,rud, ® Toxicmztcdds mall not be stored witldn100feet oftM dxipnne oftreea to lz saved. S. Proberflve Fencine: Ll Treestobe ale within40fatofaproposedbuildingorgmdingacfvityshallbepMe edbyfwdng. 0 Fmuing shall be b place and ahaU be inepatad aM apprevad by a County Inspector poor to gmdmg or cotlslmctrpn. 9. Tree Welb: ® Wbmtne polevel rm,st be raised wi[nin tea ddpnne ofatrea to be saved etree waB snap be provided end acmuhucEon deidl aubnutted for for appmvd. 10. Tree Weus: ® lVnm the ground level rmnt be lowered witlunthe dtiplim atreetobe saval,avee will enaB be provided; andacotletruclipn detail snbnutted for appmval. 11. Trenebinr and T needier: Wnm trench' g - requimdwitlun the hmi4 of cleadr,g, it shill be done a9 faraway from Ne hooka ofhees as posvble. Tumtenog unax a haute tree shall be eansidaad as an alternative when it is adicTated that necessary trenching will destroy feader rods. 12. CCU ® Aoteclive fmdng anal) na me laaleems rwnevea am;tlg me end daanpp. 13. Demared Trees: ® Daaragedrooashallb ated immediately by pmmng, fxnlirdion or othm methods recommended by areas apacialis[. NOTE: IT IS THE HE VE PER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"z2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSEAND TURNBUCKLES 2/3 UPTREE .N2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail 2/; OF BALL AS SHOWN Not To Scale SCARIFY SUBSOIL TO 4' MIN. DEPTH DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2'z2' HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 43 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #a2 GAUGE WIRE WITH HOSE ANDTURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE / ! I I / ! I I / / / I I / I :. OPEN SPACE • (0.14 AC) - __ '•/' / l LOT 0 LOT D 151 T 0 LOT 14g 149 / \ LOT i47 1146 ©5 nOT LOT 143' KSCOTT/R. CtTLLINSZ 0 12/27/21 Q� .�i IRe �_ w • ' LOT LOT ; 138 _ 3 1&6 / IS - - LOT \ I: ✓'• `' CONSERVATION PLAN NOTES: lO] 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHTI('/ LOT 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 ENGINEERING DEPARTMENT. /_ _ - / // £ / ! I - �3� / 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES / I / ! to I / I / / I / / I 11 LOT •Ili. ! 'I' LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / _ - - - I / / ! / I / I / / / / / I II �35 - a4 a`-. •` •�'• ••I'. III� I-III-11lo1 I� COMPACTED SUBGRADE Evergreen Tree Planting Detail I / (iS) UAP STREETTREES Not To Scale I I ALONG MCCOMB ST / CONTRACT PURCHASER SIGNATURE (DATE) [[[ _ 401 511m6 Peas 2 of 1 TINGCLINGLANE H' LU W 0 U U V) U ciS 0 Z 7 0 W J Q w m Q w tl 0 W m LU ce 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED / / ❑ LOT :.' �f. nl CD �+ �+ �+ N AND PROTECTED. / I \ / �:- e. ,a UP) rd 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / \ \ /! /' / /// / /'� -cs \\ 134 ;(5) LSR STREET TREES N � PRESERVED AND PROTECTED. / I I - I / / / / / / / / - - I SLOT p; I --ALONG DUNNAGAN 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED \ / / \ - - - - / I-.. J3 i Ili LOT LOT BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. J / / / / I / / - - I / - LOT d- '�� • 1J0 7 ] LOT L 1 1 1 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR / / / \ /' / / / / S S / / 0 LOT LO11T_ LOT I I / 132 OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF / / I / / / I / I 1 12.y 130--- CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT //_ I` 3 POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING / / I - - I ` - - �' / / / c, _ /y; y,_,..�., I j L� LOT LOT. I I I6.. 7 I `„ LOT WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. LOT 1z 12.5 I 3 __ _ 1 L _ Chi O o lOoT iz 1 1 3 I ---- / \ = L y 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED /\ / ' I � \ I / TOT 122 3 I IL SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT �' � / = �U. LOT 121 CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER / / / \ \ - `�i yl9 / / / ` . - --Alv - OR TREE SPECIALIST. / \ / ___, LOT O�j - / - - I : / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND OT LOT PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT / / - - -:- LOT 117 Cr ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS / \ / _ - - _ LOT 116 a - - X / :. ,� -�-_ _ N LOOSENED. / / / / \ \ - /" LOT LOT ��4 115 _ 4- M 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN / / \ / / \ \ LOT 11z 113 ) \� - / / - MEASURES REMOVED DURING THE FINAL CLEAN-UP. I;zj- LOT \ \ 111 its ' N _ --- _T l08 `' . - C:) LOT LOT 1O7 x i\ ` M -- 5 r' N LOT LOT 105 l06 ' - - /: " - -;1 1 I \ / / / / t;..••.• ��.- _•. .'.. •. \ \ �, - ll 103 4 1 / 04 - AGILITY C :' . I i \ / LOT /. _ STREETTREES I LOT Po EO / LOT W I x ALONG RAMBLING BROOK LN II LOT a'r 84 83 :-X L J / / / / ....• .- �: „ I LOT 8 _ 7 �► 8z / / > ' / 86 5 - - _ P EN - r i ' I', I LOT I it � 0 E� GPACE: J / / •. •. . %• _.; I .. . .,.� ;. - - :_. .• -. � � :..: �..'-___ LOT I I II, 87 I I %' - I ' ----- -- r .I •� ----' - / \ I LOT 88 - - (0.19 AC) I W i / \ - - / \ `` - __ / .. • . tT r \ loz I ..' - ,: - 1 N, � LOT `,,, 'I' 89 1 -_ 11�,: � y'� ' '. ; •; .'� -I„ LLJ ! / / /. :•'. •'. (35)OP STREET T REES ° --- --_- - _. /`1h // 734� 9 - - - -- - / LOT / / \ N RAMBLIN LN •'. I LOT 0 91 _ O / j I 9 \ t LOT K L- \ „r . •/. • \ - •. •. �. ,., .•.•. r •.-.•.-•' •.•.•'. LOT 93 y , J •. ,. .. .. . .. .. . . .. . . ,. , •'.•'.•' -101 LOT •,- \ :�C• .. y •. , /. OPEN SPACE \ PROPO .� .•.• . .• .- '.•'.• .- •• LAND\ 1 I . . `.'' • . . .-. . • ..• .• .- .• ...F..• . ..• .. • .' • .r •'. �: y SCAPING \- (1.12AC) 95 � ;. ., zY'.:. � EASEMENT \ l �-�::•, • \ LOT \ _ / '` �'� /% - -- � SWM •. / : :. 6� \ / F o Oo Oo III / \ o \; f.•. 1', LOT `� -- -." '•/� / ./ �c��000a� 0010 / \ W • .FACILITY B y.•'.•-.; •;.•.•,.`.x';:. ,/ � .•�:'' ,-•:i'. - \--� f :-- 0�9 � � --/ \ / LOT � �_ :'.%•'.-%•'.• l:•� / Oo, ✓ - - - �\ 1 . , • . '. _\'. : 's �` �. - 8 PROPOSED TREE - - - - - �'•'. OPEN SPACEr.,. .: /.•' / / : ---=- - N \ (n /... ' OTECTION FENCING / - - I _ \ 1 I / H i _ oo YR FLOODPLAIN - - ;:• LOT 9 - - ....• .• . . , ,. . , r. T .•,4�•':•,.•' e �'_r • r � - ��•' 0.26AC • �. � / w/ f Ul// � / \ - I --�. •' • / LANDSCAPING NOTES: { -- \ - / - - • `•%: •'.••' � O � o � � •/•,. • / �� 1. 1 LARGE STREET TREE PROVIDED FOR EVERY 50' OF STREET FRONTAGE. \ \ ✓ S `r / i : ,. o O oO O o° 0"11900 J / - - 2. STREETTREES SHALL BE LOCATED 26 MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. STREET TREES SHALL BE LOCATED lo' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY LU 0, O Oo i FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN id. STREET TREES MAY BE PLANTED ON TOP qo 0PROPOSED LIMITS OF O O °O LIMITS OF STREAM OF DRAINAGE PIPES INSTALLED ATA DEPTH OFio' OR GREATER. \ TREE CLEARING (TYP.) O I / \ \ 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING BUFFER (TYP.) J O 000 // C0/ ; O O O 00 _ I I ! \ \ OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY ONLY SUPPORT THE Q 000 OOOOJ'®-D�O� OOO OOo oOOO O Oo O / �0° °O J / \ -- OVERALL HEALTH OFTHE PLANT. -7 STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES - i \ \ SHALL BE MAINTAINED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES O z- _ - - - / / / - / ` AND ACCOMMODATE PEDESTRIANS. O O /� / / // / / \ \ \ TOTAL STREET FRONTAGE = 1 0000 (D /000000 / // (� 7�\ !/ //' ) \ 5. 5,54' N REQUIRED STREETTREES: 212 1 PER EVERY 5o' OF STREET FRONTAGE) v / / / / - - - /\ �\ `/G /! PROPOSED STREET TREES: 111 �l� \ : STREET FRONTAGE ALONG RAMBLING BROOK LANE:3,o85' /- - - .; � / \ � ' / REQUIRED STREET TREES: 62 PROPOSED STREET TREES:62 STREET FRONTAGE ALONG LITCHFORD ROAD: 250' ROPERTY LINE- / \ \ / I ' - - REQUIRED STREETTREES: 5 / \ I / - / PROPOSED STREET TREES: 5 - - './ - - - STREET FRONTAGE ALONG LEXI LANE: 574' �\SCOOO�Oo0oOo0o /. - / / / / j. �82@� REQUIRED STREETTREES: 12 0000 \ \ 0O o � DOD \ \ I zo ao 0 Bo / - -T \ \ o / 000\OOl�'oo�000O0o0°0o?oJCa70-O'Oo /NOMW - - - � -- 000 �o0'Oo0o0o00000000 0 00000 \ \\ \ \ \ 00 000 O 0O°O \ ( IN FEET ) ---��\ S -�S \�� \ -� \\\ ���OOOOOOOOOO Ono \�i inch es-40-ft. / _ - - - \\\ \-- -- - -----\ PHASE II PLANT LIST SYM I COMMONNAME BOTANICAL NAME SIZE CANOPY I QUANTITY TOTAL STREETTREES LSR ROTUNDILOBA' AMERICAN SWEETGUM LIQUIDAMBARSTYRACIFLUA ID-12' HT 206 22 4532 CIP IWILLOWOAK QUERCUS PHELLOS 10-12' HT 370 40 14800 UAP PRINCETOWELM ULMUSAMERICANA'PRINCETON' I 10-12'HT 1 397 51 20247 TOTAL CANOPY: 39579 PROPOSED STREET TREES:13 STREET FRONTAGE ALONG DUNNAGAN DRIVE: 343' REQUIRED STREET TREES: 7 PROPOSED STREET TREES: 5 STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF): 1,289' REQUIRED STREET TREES: 26 PROPOSED STREET TREES: 26 Q Ila_ Q QL Q z z_ Q LL I , n (V z U M. Q Q U C) z z W Q LU LL J z a Q LU J I w a Lon JOB NO. 182154 SCALE ill _ 401 SHEET NO. 25