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Home My WebLink AboutSUB202000226 Plan - Other (not approved) 2021-11-07v THURSTON VOIA12li."Ii,81101 OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER .• COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (4.744 AC) - STANLEY MARTIN COMPANIES LLC 055CO-03-00-000AO (16.278 AC) - STANLEY MAR77N COMPANIES LLC TOTAL AREA: 21.022 ACRES (PHASE //) NOTE. PHASE l (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING. R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE: 96 SINGLE FAMILY ATTACHED RESIDEN7IAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS) 38 SINGLE FAMILY DETACHED RESIDEN77AL UNITS DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT: 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE II ACREAGE = 21.02 ACRES & 134 UNITS 31.397 ACRES x 6 UNITS / ACRE = 188 UNITS ALLOWED OVERALL DENSITY = 184 UNITS (PHASE I & II) - 5.86 DU/AC OPEN SPACE. TOTAL PHASE Il OPEN SPACE REQUIRED (25%) = 5.26 AC TOTAL PHASE Il OPEN SPACE PROPOSED = 2.98 AC (14.27) TOTAL PHASE Il GREENWAY AREA = 7.07 AC (33.6%) TOTAL PHASE Il GREENSPACE PROPOSED = 10.05 AC (47.81'.) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES. THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEETS 2 & 3 AND SHEETS 9 THROUGH 10. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS., MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS. FRONT. 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE. NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35'IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS I' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY.• THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGH77NG. NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS. PARKING. 96 SFA UNITS = 192 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 192 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 24 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES 2. ON -STREET PARKING ALONG LEXI LANE = it SPACES TOTAL GUEST PARKING PROVIDED = 37 SPACES TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES TOTAL PARKING PROVIDED: 192 SPACES + 37 SPACES = 229 SPACES NOTE. THE ADD177ONAL PARKING PROVIDED WITH THE PHASE l DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE S17E PLAN SHEET FOR SIGNAGE ALONG LEXI LANE AND MCCOMB STREET PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IL PHASE l IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING SITES. PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXIS77NG CONDITIONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY. STREAM BUFFERS THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN. A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FOR774 IN SEC77ON 327.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREA7ONAL AMEN17ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AMENITIES WITH A PASSIVE RECREA7ONAL AMENITY. A MAIL WAY SHALL BE CONSTRUCTED ALONG 774E STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL. IMPERVIOUS AREAS: PROPOSED ROADWAY: 107,632 SF PROPOSED SIDEWALK. 31,251 SF PROPOSED BUILDINGS. 161,712 SF PROPOSED DRIVEWAYS:• 46,692 SF TOTAL IMPERVIOUS AREA: 347,287 SF (367 OF PHASE 11 PROJECT AREA) LAND AREAS: RIGHT - OF- WAY.• 176,676 SF (4.06 AC) LOTS. 355,799 SF (8.17 AC) OPEN SPACE. 130,512 SF (3.00 AC) PLEASANT GREEN -PHASE 2 FINAL ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA I -L__]L I ❑ 17 0 p I I I Q I I o I � - I jL I PHASE II "' .r• $0000e000 00 0 000e / PHASE III / Lei °Oe0 - - - eee °O0000eoo °Ooo TOP - - - 1500 00 000000 0 ° o° o° epOoo _� _ 05600 00 00 1 ° o 00000o gOooe / °° oeo 0 i 21.654 G ° ° -'--'-�----------� DB 4856 PG 582 000 00 _ °e ooaoaa ------ - --- ------- °Oo ooeo \ ooOo o° °o oe°o 00000.. 000 / °ooa 0 oOoo° 000000eeoeee o00000oo 000e0000000ee0000eo j �\ ooO °O° .\ °o°oO / ° IT _-_-- I ; -- r- _ 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) (21M ENTER/12.82 EXIT) CODE 220: SINGLE FAMILY ATTACHED UN ITS 7.32 D. 0.56 739.32VPD 46.46VPH 56.56VPH PROPOSED-101 DWELLING UNITS (369.66 ENTER/369.% EXIT) (10.69 ENTER/35.A EXIT) (35.0 ENTER/20.93 EXIT) 100J2VPD 72.MVPH 91.21VPH TOTAL: 1% PROPOSED DWELLING UN ITS (534.86 ENTER/534.86 EXIT) 1 (17.17 ENTER/55.15) MIT) 1 (57.46 ENTER/3375 EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION) SHEET LAYOUT SCALE: 1" =100' e° 0 °° ° 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 Co � r'\ C ® ,Y26 GRAYROCK H GRAYROCK WAYLAND JARMAN GRANT GAP ESTATES (ima BARGAMIN PARK REA IE LAUREL HILLS E41 WAYLAND PARK c"o[aI :4a 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 ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506. 21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY SCOTT/R. COLLINSIZ F-I No. 35791 11, ��I'O'NAL /4/2c�4 SCOW% Vl Z Z O ° O� F�1 U Ln m J H Z O Q ,t L U > z c .. d �W/ IJi N ILL n 7 Ln rj N .N-L .+ 6'k r ti M C7 L® O� N M z QN W 0 N W Q O J J J z />� V) LU H� LL. O i N w lcl�LU / O v Q U wY LU z LU U L_L LU (7 LU z � - U) Q W w � J Q 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- \ / , ,.' 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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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CtTLLINSZ No. 35791 i�' 11/4/21 _i O W � N N N L9 r MM� BECOME! N 0 4 C`M z � Q uI o J U w N Q J Ell � a JJ 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 � zLu > W w 0 z O U) a J W La JJ Q a_ ® O O N u o w Ln JOB NO. 182154 SCALE 111 = 8 C11 SHEET NO. 4 LOT 2 \ % 1a1 PROPOSED BOLLARDS. PROPOSED WATER O Q SEE DETAIL - SHEET 7. ': OF SERVICE LATERAL (TYP.) PHASE III s,, - •• M T it LOT W 0 IlkPROPOSED 8"x8"TEE 180 ' z (FUTURE) �F s 11 &(1)-8"G.V._IIA o 44 PROPOSED TYPE A o o ° / \ -- M —� �/� O SCOTT R. LINSZ o' m��J/ U BLOW -OFF ASSEMBLY �° ° %F\/ / \ \ h ROPOSED 8"x6" REDUCER �� C� No. 35791 tx m PROPOSED VDOT / LOT I 1v 4 STD. CG-6 (TYP.) UTILITY EASEMENT (TYP.) yx 1� IMITS OF PUBLIC R/W - j� 11/4/21 tv PROPOSED zo' ACSA / ° � ,4 q• 179 Z h ry 3 W / o Q< ° x1 PROPOSED VDOT STD. CG-6 (TYP.) "'" • .. \ I E�Ct 88 O o y PROPOSED 8" CL z DI WATERLINE \ �• LOT I o\ 4 PARKING PERMITTED IN THIS 5 Q PROPOSED'NO PARKING' SIGN (TYP.)ONAL k O PORTION OF LEXI LANE PROPOSED STREET 1 zsxy PROPOSED SANITARY SEWER '" PROPOSEDTYPEA \ 3 (TYP.) y S SERVICE LATERAL (TYP.) BOUNDARY (TYP. 1 o / o TIE-IN TO EXISTING 8. h n PROPOSED SPEED SIGN TYP. BLOW -OFF ASSEMBLY N PRC: io+9i.63 LIMIT SIGN (TYP.) n oo PRIVATE ALLEY LOT PROPOSED FIRE HYDRANT x PROPOSED zo' ACSA PROPOSED'NO � PROPOSED'NO PARKING' SIGN (TYP.) PROPOSED VAR. WIDTH ACSA ASSEMBLY w/ 8"x6" TEE ^� PROPOSED 6" CL z UTILITY EASEMENT (TYP.) PROPOSED MILL & OVERLAY. 1]] 3� UTILITY EASEMENT (TYP.) / z 'R " DI WATERLINE 5 SEE DETAIL ON SHEET 11. PARKING' SIGN (TYP) PROPOSED'NO 5 PROPOSED SPEED B n PROPOSED STREET PROPOSED ENTRANCE TO ( ) i LIMIT SIGN (TYP.) PRIVATE ALLEY ROAD CONSTRUCTION PARKING' SIGN TYP. SET ACI< g I" 1 > SIGN (TYP.) FUTURE PRIVATE TRAVELWAY i yx - - PROPOSED'NO PROPOSED SPEED � � \ oO /\ � MH-1 PROPOSED UNDER PLEASANT GREEN PHASE I m I PROPOSED CG-1z (TYP) PARKING' SIGN TYP. / 9 ROAD & UTILITY PLAN 5 SUB-zoi o0o i z _ h PROPOSED 8" PLU (TYP.) PROPOSED CG-gD ( 9 7 ) + LIMIT SIGN (TYP.) °� / o / SED STOP SIGN (TYP. PROPOSED FIRE HYDRANT ENTRANCE (TYPJ O /\ <� R �z 5 zo' UTILITY EASEMENT z z w/8"x6"TEE 3x D.B. z6 PG. i O -ASSEMBLY MH-z7 PROPOSED VDOT OT. o� PROPOSED STOP " So 5 4, 97 1 O f g H 30 �� x SIGN(TYP.)PROPOSED CL DI WATERLINE g g PROPOSED j'_ 88" G V L z DI WATERLINE x1 ,yy� tiry/ / \ 4 53 \ SIGN (TYP) ` � �'• g, _ STD. CG-6 (TYP.)/ z8a I w 1 C PROPOSED PROPOSED 8 C 5 si QT ISTgN ¢ O< ryy. v I G-12(TYP) / / 9 `� 0_ 1, - - .6 0 V PC:1o+1y.6o 3 d • • • ': ... 5 PROPOSED 5' CONCRETE SIDEWALK > ¢ 5 4� ' ROPOSED 6PLANTING STRIP / �3+°p 1 v m 10+00 y5 z+So Mzj+50 o ! \ — — NTr+ Wj_ 7.. M i _ _ O Z Z PROPOSED FIRE HYDRANT xo 3 86. ° / '`, r M i U m > > c� v lodo'R _-�£ ti H Z O o BLI ASSEMBLYw/8"x6"TEE ti / / ��„, 3zo'R �'RIVATEE525�FG.2971+0 PROPOSED WATER SERVICE LATERAL (TYP.) —iz+oo p ', u � 5 zy+oo zj+oo CE=28 • PROPOSED PUBLIC R AD 49' R VU ° zz+$O ��`m c�/q�°° y „ �-1 5 / Y ` `n` �- LOT w m c� c� PROPOSED'NO F i OT ��/ z - _ I� m / y/ \ OT OPEN SPACE B _ H O z J ¢ ¢ ) !C; � 60 ti� • %; � '-r in z � w w ' MH-z8 ARK NG' SIGN (TY 0.04 AC — '" ¢ 43' \ SJ ( ) ROPOSED 6"xy" REDUCER > m Co 3- - .. ° PROPOSED STOP (` ;n / /` � w f J J g* PROPOSED SPEED 5 S 10 43 M 5 SIGN (TYP.) / Q� / / % / 3 //. LOT W m ¢ ¢ z1x M i F ,PROPOSED Q J ROPOSED 6"x6" TEE & (1) - 6" G.V. J � � IT SIGN (TYP.) - - ,I - - PROPOSED SPEEDS M _ 6 So !!G °� 8� l / •/ ,/. OT �' •-/ i � 0 1 ¢ w w OT / p LIMIT L _ _ _ LIMIT SIGN (TYP.) / o P NO PARKING' 6i / yry \ REPLACE EXISTING 6 go BEND WITH 6"x6"TEE 5 a a -- M PROPOSED xh. _ SIGN (TYP.) /p / / / 6 - w O O I I PROPOSED WATER I !" • CG-t TYP y° ti ' / / �� S / AND TIE -INTO EXISTING 6" DI WATERLINE _ aLu Lu MH-zg I LL 6 So ( ) / QT / /ROPOSED zo ACSA UTILITY EASEMENT(TYPJ LOT o _SERVICE LATERAL (TYPJ'' �'. ' zz o° / / / PROPOSED zo' ACSA LOT w > > OSED SANITARY SEWER . ` // �� *o ^ 8 ; m w w PROPOSED'NO SERVICE LATERAL (TYP.) 1 1 I PROPOSED'NO. ` J " d 1� o " ti 8 6z / /tiro. / / / OT / 25 UTILITY EASEMENT (TYP.) 16 > 1 I I PARKING' SIGN (TYP.) PROPOSED CG-gD _ / ` / \// w L' I i i u i PARKING' SIGN WP. '. • ` ` ". y PROPOSED DECK PROPOSED 8"x8" TEE I PROPOSED zo' ACSA ( )" ENTRANCE (TYPJ` / ig 25R 'C• PROPOSED SPEED OT / I I � I I - .1 � / T _ .rox 10 x16 (TYP.) / / / ' 'FIRE HYDRANT PROPOSED UNDER — I I _ & (3) - 8" G.V. I UTILITY EASEMENT (TYP.) l l ( % (Yp� LIMIT SIGN (TYP.) / % QT B , T '" ' � _ •�. ". ` . • / •) � ? 63' /tiry/ / � LEASANT GREEN PHASE I LO 1° LOT �. o, M 3 0 (/ / / 1 T LOT Y LOT v LOT So N H c ' Y / , "' / i / • ROAD &UTILITY PLANS (SUB-zolg-00071) I ° v o / "' ` ( PROPOSED zo' ACSA / \o _.. PROPOSED STREET / / / S�F PROPOSED WATER/'.. 1 1 17 8 QI 77 /. UTILITYEASEMENT TYP. ✓ / xo. OOT j I LI ] I00I I 76 I 7S I/ ) / " o SIGN (TYP) / / ''. % /, T SERVICELATERAL(TYP.) I - hL I J I I;. ,'. LL• " �.:,'. LOT / / / i `` / I 1 1 53 PROPOSED'NO/ \?'x�' ?° / / /" - '' ` I� L - J I I i J �' .�. ' "'. • '. • ' " �/ /H / / . o x � • / / PROPOSED PATIO .. 1 � �_ �I �- - J � I I, � � / PARKING' SIGN (TYP.) / ro oo � , • j j y \ �7 SANITARY SEWER PROPOSED UNDER 1 1 I " / OT 10'x16' (TYPJ / LEASANT GREEN PHASE I LOT / / Q �... F MH-1s / - 1 I o , / ✓ / 2 / ROAD &UTILITY PLANS (SUB zolg o0071) .. .. .. -- J �—_---- �� J /, / as, � ,, 2 •• ^�.- . % 5 //, / LOT \ LOT N - - ��- / / / PROPOSED 8"x8"TEE � o / w N N N // �/ & (2) _ 8" G.V. PROPOSED'NO / / � S11 IN OT 6" DI WATERLINE PROPOSED UNDER I o ' "•/` ` " PROPOSED 8" SANITARY SEWER (TYP. // / � I � � �, < � % � � g �� .P� \ � .. LOT / / , PARKING' SIGN (TYPJ C' �J ° / PLEASANT GREEN PHASE I / 3z_ / j/so yo M /� 5 i s / �' • �� p\ Z?� / ROAD &UTILITY PLANS (SUB-zolg-00071) / / / \ LOT 72 //O / PROPOSED'NO 1 F 61 / QQ P R 6 / PARKING' SIGN (TYP` O \OQ / 9 / v/ h LOT / 'EXISTING EUNDIS UNDISTURBED �� / V v //LQT // PROPOSEDWATERi �� 9 PHASE I / / / LOT 19 PHASE/� SHALL BE UNDISTURBED ` " / / / SERVICE LATERAL TYP.) �� 2 / I I w yi, / // 71 / / \ ( / y3, ¢gxo ROPOSED zo' ACSA UTILITY EASEMENT (TYP.) / DUPREE STREET ROAD CONSTRUCTION / / 2 Z�I- �� / // //ti /, / 4v o- �i r / O w ! / // ° �/ ! \ LOT ROPOSED UNDER PLEASANT GREEN PHASE I _O w -OPEN SPACE ,'•'.' / n ,C��S20///LOT / :PROPOSED SPEED M EX-MH-17 3o ROAD &UTILITY PLAN S(SUB-zo1g-007\\ LOT \ / / / / LIMITSIGN(TYP.) / \C7lu) w ( ) .fir" qR / // 0 / / / v Lu 0.33 AC S \ 7 / o // �sj t So TIE INTO EXISTING ` \ LOT \\ vI �• FT / /// /� / 8, m \ S qC� / /� //j PROPOSED 8" CL 52 DI WATERLINE SANITASEW� y 3� \ \ \ N / �/ / .% � / REMOVE EXISTING PLUG FIRE HYDRANT PROPOSED UNDER o O C�2 O O O OO OO O O ! " LOT // / PROPOSED'NO 1 22 \ \ too' WPO BUFFER (TYP.) LL` , \ / / - '& TIE-IN TO EXISTING LEASANT GREEN PHASE I CM _ \ _ \ / V PARKING' SIGN (TYP.) LOT \ Z NT 69 Qj 8" DI WATERLINE \OAD & UTILITY PLANS (SUB-2o19-00071) LOT 23 \\ \\ Q O TON STREET ag \ \ \ Q Q MH-z4 �` - ✓ / // / \ x°o V \8" DI WATERLINE PROPOSED UNDER TO EXISTING ALS24 \ \ N J OO QO �\ \' �0� / PROPOSED MILL & OVERLAY. ` LEASANT GREEN PHASE I \ O 0 O too -YEAR FLOODPLAIN (TYP. O \ \ / ��/' LOT SEE DETAIL ON SHEET 11. \ % ROAD & UTILITY PLAN S(SUB-2019-00071) \ O / 6820'N TILITY \ _ \ D.BU5z6y PG z9MENT \ Q Q - - _ PROPOSED TRAIL EASEMENT 0 PROPOSED LOT LINE TYP. \'Z // LOT / / / / � Q," Tjx- � / > O PG. QO QO (TYP.) S �\ / / // / � / s„ ro `-> . � 67 Lu PROPOSED SANITARY SEWER MH-23 \ �� \ �^ /✓ i�S // OLR9RI Q Q SERVICE LATERAL (TYP.) LOT Z J U) I --I / C fix° `�� ! Pv :�.ty2 Lu STREAM - - - \S' S �� / / 66 / /// \� j r o 9• LLL -- Lu / ,PROPOSED WATER� PROJECT BOUNDARY (TYP.) / �� i SERVICE LATERAL (TYPJ 0QOQO - -- ' LOT //j :-`.• •'.` . � O J NLu65 I%) 00QQ0000QOQQO 0OQ0QOO00 O° O0 PROPOSED zo' ACSA 4. ". ", `'• +` LL . ' S LOT UTILITYEASEMENT(TYPJ \•'. `. ."" w \ .. \ LOT 4$ W ° O ♦ OO OO O° O � � OO � \ ` `•� �` +` LOT 49 ul - � Wc/ Q Oo ♦ 0 OO \ \ j " ALSTON STREET ROAD CONSTRUCTION Lu v OO \ J= - "•�' ROPOSED UNDER PLEASANT GREEN PHASE I Lu ♦ (D Q �© \ \ \ ROAD& UTILITY PLAN S(SUB-2019-00071) QO Cod \ © \ H Z NOTES: \ (0 PROPOSED SWM FACILITY & \ `. Q - \ O Ti 1. CONTRACTOR SHALL VERIFY ALL TIE INROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER MAINTENANCE EASEMENT". \`, •:. ` . ` "-'. ". • •• " EX-MH- %CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES v \ 5 TIE -INTO EXISTING NIN BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL \ 0 \ \ " OPEN SPACE . - SANITARY SEWER MH / CONTACT ENGINEER T INSPECT E P AND ROADWAY TIE-INS T EXISTING ROADS, PRIOR T ANY CONCRETE \O \ \ ` �+ ' - - / / / w Lu 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 FACILITY'D' - SEE VSMP PLAN FOR DETAILSrn(W�POzozoo0053) \ ` / Q ia_ THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. _ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND O \ �=. _ - / 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 Q0 / S •" ` • ` "LL ` \ s ' O SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. OO / MH-z1 ` -'-LL ` - • " PROPOSED zo' ACSA 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. - 18"STEEL CASING PIPE REQUIRED 1 / , UTILITY EASEMENT(TYPJ 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL AT INROAD CROSSING O % INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 1 / f. \ \ SANITARY SEWER PROPOSED UNDER LEASANT GREEN PHASE I / D ` \ ROAD &UTILITY PLANS (SUB-zolg-00071) FA c 00 ` ♦ o w 03 Ln — GRAPHIC SCALE 0 © p r z p / � � I A 'n \ I \ JOB NO. 30 o s 30 — �� zo 0 // w �� o 182154 OO Oo (/ OO OO OO OO CO) _ ^COS O O O O zo' UTILITY EASEMENT I \ ♦ \ / 1 scA3o — �� / 00 O O � RAMBLING BROOK LANE CONSTRUCTION � D.B. z6 PG. 297 O� OO \ ° ( IN FEET) / 1 OO O O (C PROPOSED UNDER PLEASANT GREE D 5 4, O SHEET No. I inch = 30 £t. \ OO \ \ CONNECTOR ROAD PLAN S(SUB-zo19-o0058) Z a� 5 rn) I I I l_r_r EXISTING 8" DI EXISTING 12" RWSA WA PARKING PERMITTED IN THIS — — PORTION OF MCCOMB STREET SCOTT/R. CtTLLINSZ No. 35791 W Al, • �` •; " • W `• • ',` '`•" ". • ",WLL W w - CHANGE TO "CLING LANE" AT THE ' PLANTING STRIP TIE -INTO EXISTING MCCO MB STREET 2O _ INTERSECTION WITH LEXI LANE. " w w w PROPOSED8"CLSzDIWATERLINE — — 4�0� 11/4/21 _�4 OPEN SPACE � — 34 _ - I - w REMOVE EXISTING BLOW -OFF & 5' CONCRETE SIDEWALK PROPOSED 8"x8" TEES - •' 1F1" — /32 - __ - - -III I &(1) 8"G.V. W TIE-IN WATERLINE . , — LL � "•. •, EXISTING 8" DI —� �." - - - - 'PROPOSED zo' ACSA 1 w W (0.14 AC) e ., 20/ - - - UTILITY EASEMENT (TYP.) I PE AC `PROPOSED 8'`x8" TEE• ' LL' LL I NE P PLIMTOSIGN(TYPJ \ ` LOT LOT &(3) ' O E' �. o LOT 1 2 2 LOT LOT 151 5 (0.19 AC) _ ry • °G V '. iLL s6 �� LOT 149 150 - '+ �`• `. ` " ROPOSED'NO PARKING' SIGN TYP. a 148 - 1. > _ 2 \ �m 1 - M M M M m MCCq fB STREE7 M -M M \� LOT ,,�I' m 47 - ROPOSEDA.R.V.. ��M o v PR020SED PUBLIC ROAD 56' R M M M M DST PROPOSED WALL 1 LK LOT f K MH-41 " _{ �� REE A- i 6 BA _ MAINTENANCE EASEMENT E(B-- /+ NTSE ` ` ` ` • LL I , 5 RO . " . LL 45o R Z + o a o_ M v . z5+oo � � _ _ R LOT i x. ---Z P 45 M --- " • . M�� s s - - ?? G Soo'R 23+00 • 5264 p i5 /�)/ R \ \ z5 _ _ -� • `. ` '" • .. • .., .. .. M ��-� , w R z4+5o DI zz+5o , LOT 44 26+Q1 3 3 s 6hz*0 I 2 \ 1 m lu+\ PROPOSED 8" SANITARY SEWER (TYP.) ` � �`% " •' •, e • M. a � LOT PROPOSED'NO - - - - I LOT 1LF2 �43 � .PARKING' SIGN (TYPJ. I` , _', - _ - q_ - � ? z . ' r � � \+ ° PROPOSED WALL I� --- Si6' 13 �.- 26 5 S%� n .. ; - � s. , . n (MAX. HT. = y') I LOT 1LF1 6 MH 4° zo - m i - - - - - -a PROPOSED 'NO z Vl �4p PROPOSED CG-9D ENTRANCE (TYP.) 5 3 z0<- m \ PROPOSED PARKING' SIGN (TYP.) I I ° z I z3 m +0° o C P SED __ PROPOSED SPEED p PROPOSED �' i 5 -�� 400R. 21 2 ' - \ G-12 (TYP) LIMIT SIGN (TYP.) a Q \ " � e ROPO 'NO PARKING' SIGN (TYP.) ) h •, zo L� M gg' RI`NI •( ISTAN - ' 'N oX \ PROPOSED STOP � BLtC OAD ( 2%+5o StGH m I ; SIGN (TYP.) PROPOSED 8" PLUG PROPOSED MILL &OVERLAY. u CO PROPOSED FIRE HYDRANT MH-39 6' PROPOSEp PU 1z SEE DETAIL ON SHEET 12. IM04 w D ASSEMBLY w/8'x6"TEE -, I 20 ro 28+0o PT:z7+57.4 16' m \ PROPOSED'NOPARKING' SIGN (TYPJ PROPOSED'NO �• 3 PROPOSED STREET z PROPOSED 8"x6'IREDUCER V S z8+5° 16, - SIGN (TYP.) v 3 (TYP.) O M ' PROPOSED FIRE HYDRANT PARKING' SIGNICI I _ '6 A ASSEMBLY w/ 8"x6" TEE 0/ K 16 10 PROPOSED WATER j PROPOSED 6" CL 52 DI WATERLINE 9' ' \y' fM�Y 40 13' _ 5 PROPOSED ENTRANCE TO w o I I as /Nr" M/" oo 6' Y S M{ . FRON% %TVP 1 �� SERVICE LATERAL (TYP.) IP EIP FUTURE PRIVATE TRAVELWAY W PROPOSED (z) - 6" 45 BEND _ 29 r z6' G< " Q � (Tyr.)_- ) I • � SE _ �-- PROPOSED CG-gD ENTRANCE (TYP.) LOT •' t ml - a CONNECT TO EXISTING 6" DI WATERLINE PARKING' SIGN TYP. i - a m TB n LOT 153 I PROPOSED'NO N. ~ � r' 1 m _ - w/ PROPOSED 6 x6" T.S.&V. MM 63 ° TIE-IN TO EXISTING CLING LANE qog/'R +5 \ SED STOP PROPOSED 8" CL 5z r 15Lt 3 PT:1z+97:g3 ro z9 / N (TYP.) �gDI WATERLINE INL - LOT 1 0 3 PROPO PROPOSED MILL & OVERLAY. PCC: zg+3g.yo SIGN (T - SEEDETAILONSHEETII. PROPOSED m!\ �° LOT = 1� LOT �56 55 _ PROPOSED'NO 3°+0o CG-1z (TYP) zS N—* 159 16 nl LOT 157 PARKING' SIGN (TYP.) I a CLING LANE r s 1z 3 3"` rl `` LOT LOT - ROPOSEDS'CONCRETESIDEWALK 31+00 - - SIGHT DISTANCE = z8o' LOT \ II LOT LOT 160 159 _ - - 15 �K— IL FI 0 . _ REAR 5 TBA a � I g N 1(2 161 - 2 MH-1z PROPOSED U PLANTING STRIP PROPOSED STREET - ' ° 4 a ,0 _ _ o- SIGN (TYP.) _ I�I`O O 3 EXISTING 6 DI WATERLINE _ o� . - LOT . ' I -_ - 16' ' ". PARKING PERMITTED IN THIS d LOT PROPOSED SPEED- I - _ _ 6' �• `•"- `, 54 PORTION OF LEXI LANE LIMIT SIGN TYP.) 16 - 16' y - NOTE: A SCHEDULED SHUTDOWN WILL NEED TO BE 139 84 (, T 1 5I '. 16'� �'` `. ' MH=3z COORDINATED WITH THE ACSA TO CUT AND CAP THE $ 88'\" zO , • ^=' "` ' o PORTION OF THE 6" WATER MAIN TO BE ABANDON D I _ j v LOT I z6 T �6 • • `, `, '. `. �LL _ BS ��" ` o Lu C C C " + LOT I� _ �. Y N 1 ".LL a O„ PROP o x16' (TYP.) �3$ 86' PC: i+8zi8 co89' 166 I `. ` iLL `,V+""�H 33I '`PROPOSED zo' ACSA. " '/� / 11 LOTOSED PATIO TILITY PROJECTBOUNDARY( TYP.) I 1 '- - 38 0 \ j --- I' Z 167 .'. `. LL.". UPRO 'PROPOSED EASEMENT TARYSEWER '�/ / 1$LF r 8g �' 0 II LOT MH ° o — + PROPOSED LOT LINE 37 PROPOSED WATER- ^ 9° �I• `• • ", • SERVICE LATERAL (TYP.)' �• / LOT I LOT �I '. .." �. PROPOSED SANITARY S x OPEN SPACE - ` :.V ,`.: •' /, 183 % i Z H PROPOSED DECK I LOT SERVICE LATERAL (TYP. p J w 10 x16' (TYP.) �" o r i68 p' i r/ 1,9 1' b 3 SERVICE LATERALOLL-= I - 3 --1_''I ; 4 u I OTPROPOSEDCG-9D I 1 6 A Ln I _ " 9 J I (0.37 AC) PROPOSED SANITARY SEWER 162 ENTRANCE (TYP.) Q I w I I III SIDE SETBACK _ I LOT N `, ` ` ' ' SERVICE LATERAL (TYP.) r -CIO n I EXISTINGSEWER" SANITARY REMAIN I 5 I r . IROPO 16g LL y`. `. `' " e LL LL " a' ROPOSED 8 C 5 DI WATERLINE a 1 L z PROPOSED 8" CL z DI WATERLINE D CG-9D ENTRANCE (TYP.), • `, - I I LOT 1 0) -- _ NI C 9� -•� - PROPOSED LOT LINE (TYP:`. .'J' 181 I PROPOSEDWATER EXISTING zo' SANITARY I I LOT 3 L - • 1 ' " -LL PROPOSED SANITARY SEWER` / N SEWER EASEMENT I 135 _ I " , •' - 1 921 o s I SERVICE LATERAL (TYPJ %PROPOSED DECK• `. %: II LOT 1 N Ch Z xr SERVICE LATERAL (TYP.) PHASE III (D.B. 1396, PG. 69) _ _ ._ .. \` . LOT 90` N 00 �16' z4' zo i6, zo �1o>`x16'(TYP.) ±I _ o (FUTURE) Q ° 8 1 ' _ 180 134 PT: 10+ z. z PROPOSED zo' ACSA �8' 0 90' Q c� 88' UTILITYEASEMENT (TYP.) I m o O { LQT II I �. j PROPOSED VDOT CA a LOT I r ROPOSED SPEED LIMIT SIGN_ (TYP.) ' - I - I _ I �71 ry Z 1 �v STD. CG-6 (TYP.) (NV Q 33 s�i I LOT _I' � as' ° � p o � , e° Q D C LOT 67 I ] LOT i02 LOT LOT I I` x 1 a PARKING PERMITTED IN THIS P Q REAR SET � 1 - I PROPOSED_zo' ACSA UTILITY EASEMENT (TYP.) I - I I I 1 � o \ 1 O 1]1 ] LOT I LOT O PORTION OF LEXI LANE O - - T LOT LOT ' j to I MH 37 3M 173 174 75 LOT I 1 8 a 1 I LOT LOT 130 ' I PROPOSED FIRE HYDRANT 85= ROPOSED STOP- (TYP.) a 176 I_ 8T ry 1 3 PRG 10+ 1.63 PROPOSED SPEED _j YI - _ ^ _ _ I 9 LIMIT SIGN (TYP.) J J z LOT v LOT 12] 128 I ASSEMBLYw/ "x6T EE I �. z ROPOSED STREET SIGN (TYP.) o I m I i I LQ C 1 PROP J o PC.1o+ z LOT LOT I m1 126 w I O - O 1 3. o PROPOSED VAR. WIDTH ACSA AS - PROPOSED'NO ROPOSED'NO PARKING' SIGN (TYP.) — Q I PARKING'SIGN TYPJ UTILITYEASEMENT(TYP.) wl I I I 1 1 - ^ r MH-35 -- PROPOSED 8" SANITARY SEWER (TYP. 77 ( N i z J 123 WL RON 5 BAC PROPOSED'NO PARKING' SIGN (TYP.)-_ -_ MH-36 -' < MH_3y ry I. S�SIOESETg` PROPOSED STREET PROPOSED ENTRANCE TO pA w f--f 10' OI 25_M X' �I = - _ - - m (TYP. - - i ` -�=8- _ 1 /P_ ` SIGN (TYP.) FUTURE PRIVATE TRAVELWAY LL I , 4 - ) �'. 5 E/p - - PROPOSED'NO ROPOSED CG 1z (TYP) PARKING' SIGN TYP. PR 1 y 5 -� LL •"LL PROPOSED 8 PLUG (TYP.) PROPOSED CG- D LI f I — _I PROPOSED CG-9D ENTRANCE (TYP.) a5' ONT ETB ✓LL • • SIGN (TYP.) " PROPOSED FIRE HYDRANT ENTRANCE (TYP.) t� _ - - z = MBLY x6 TEE q'CK „ zoASSE w/8�� J � 'OSED'NO PARKING' SIGN (TYP.) _ 16' ` - - 3 f' za ` LL - - N MH z7 PROPOSED VDOT — S PROPOSED TOP - —I — zo' ° MH-y2. o+oo z • • . ` .LL , •, . •. • • k ` . ' ' MH 30 - PROPOSED 8"x8"TEE - zo' . _ s s(V z6, ROPOSED CG-1z (TYP) T -- -_ PROPOSED'NO P-ARKING' SfGN (TYP. l S& (3) - 8" G V STD. CG-6 (TYP.) w I - �5 ----- T SIG. E 4 280 I + I ) PROPOSED PROPOSED 8" CL 52 DI WATERU] , - zo a6� ^' PROPOSED SPEED LIMIT -SIGN (TYP.) + �— '. LL.. " - M z6+5o M roh 3 _ 0 CG-12(TYP) 00 - m PC:1o+1q.6o ?s d ROPOSED 5' CONCRETE SIDEWALK U z6+ _ I `�+ M 2g+oo a M _ b PROPOSED 6' PLANTING STRIP w O 28+5°' .. .•I ',. N Q N ,m M M23+50. M M+oo - /N�-,N. 3 J` LL M M I,jCE 2 -- - N w z5+oo N � ~ PROPOSED FIRE HYDRANT W - .PROPOSED - a ' z + 1oo0'R �+f ASSEMBLYw 8"x6"TEE z9 • a 4i ', - _ � _ _ "' • LL. ` . • 'SPEED LIMIT 35' °z '- � - >L � 4 5° zq+oo �.I z3+oo CE=z / z _ -- -,'- �, 9, -- „ -- :PROPOSED PUBLIC AD 49.R .zz+ - —` +o _ - z9 ,SIGN (TYP.) f a _ -ry _ ` 43' - 5° - _ "� \ PROPOSED'NO D Lu - 4z _. � I- i MH-43 I' :. 1 " • ` PRLU OPOSED NO LL " . � � a I N. FRO -- 3a + � ., � zz+0 \ PARKING' SIGN (TYP.) Q I NT 5 a - I I I SETB az ... - - • •PARK NG SIGN TYP. • rt � _ `, .. . ,. - °' ' ° :. o m Ul .. I ( "I :SETBACK N _ y3 ' 43 _ -- 4y 33' - - PROPOSED STOP 4 _ PROPOSED VDOT I. LL ` - Rd` " I'x . . I K r __-- ; _PROPOSED SWM FACILITY & a } 1$' PROPOSED SPEED 5 S 10' 43' I STYP•L ---, . • PROPOSED 8"x8"TEE "I ) I S - - - g • • `• • r M SIGN (TYP.) LL1 \.J I I MAINTENANCE EASEMENT (TYP LIMIT SIGN (TYP.) PROPOSED SPEED' Zix re / - rt 1 1 -1 I 1 & (3) 8 G.V. I I p I )` 1 MH-zfi So LLI _ I �� I I _ �� I . • , • . • . ` " I PROPOSED 8" CL 5z DI WATERLINE_ MAX.. - - - - - - - - - - - -� LIMIT SIGN (TYP.)- `. M / c°. -_ _ _ PROPOSED , �I 1 1 PROPOSED SANITARY SEWER - I • , -.. `• " • , -" " . " I � I E - ON I I L r � LL •. • LL. ` • PROPOSED x 1 I TBACK rPROPOSED WATER --- a_ _ _ PARKING SIGN (TYP.) I 1. -.:IIV "SERVICELATERAL(TYP.) ". • `" LL I I I li ,�i I� _- I MH-�9 i•.-------- - " ` /---' cG-1z(TYP) 1 11 _ 4 II 1 PROPOSED NO 1 I SERVIEE LATERAL (TYPJ . ` . • q AX. M FRONT 1 fd, L} PROPOSED zo ACSA Im L u PROPOSED SANITARY SEWER - - - - , • , • a . / �� 21y 0 (n �;I 25 - - 11- LOT o LOT o e o I PARKING SIGN (TYP.) �;I - PROPOSED'NO - / `� \ 00 �. Q BACK LOT I, UTILITY EASEMENT (TYP.) w-�I �' I I SERVICE LATERAL TYP. I M SE - -- n o LOT I m I I ( ) I f ' I I PROPOSED'NO. ` PROPOSED CG- �D \ F_ U) L� LOT 11 83 I I 0 ] PARKING' SIGN (TYP.) g / \ 8 I ! LOT L LL '. . ` 0 w 4 � I „i PARKING' SIGN (TYP.) `. LL• ', 4 1 ' 11 I I"4 • r II o ( - ENTRANCE (TYP.) 8 R . PROPOSED WATER I ' LOT $ PI / 82 0 LOT o I (PROPOSED 8"x8"TEE PROPOSED zo' ACSA / 3g . 25 J LJJ Q 5 _ OPEN SPACE . ` II I 81 ° I SERVICE LATERAL TYP. I uPROPOSED WALL) _ ( II & (3) - 8" G.V. UTILITY EASEMENT TYP. / /3 a �� ( ) _ LOT I I II I �I`LL ` /I LOT ( ) ui $6 T. = 6' 80 0 �` LL• ' • ' % y 2a -J (MAX.) G r I LOT ^: / x 3 11 I I I I LOT Y LOT LOT L _ so . N J LOT 8 I I' _�J, L o ^ o O / •'. I c 0 ,.11 I I I ..... 1 I I ( ) I . - I ¢I " , PROPOSED EASEMENT o' ENT( LOT 88 I J 1 I I I 78 77 76 ] . UTILITY EASEMENT (TYP.) 8 Q PROPOSED WALL I I I L- J IFI 'I ] 5 I m // o. 89 1 I L- MAINTENANCE EASEMENT I - I ` - -,-------- I' I I ti Ur - I - - - — _ .. - - I ----- -J I ^I I I I I :. ; .LL .LL LL i "": �. . " l LOT / / / \ N ; \ M Jl " I -;1 I F /. / / 12 w / O J REAR 5>_ P� I PROPOSED LOT LINE (TYP.) zo' REAR SETBACK --- - 01 J I �. " . LL . J4 0 / G \?tio °x0 I- L 1 -,I I/ /H / / / PROPOSED x a O I 1 1 zo_ - DI N � I PARKING' SIGN (TYP.) / .. ' o I I>/ � 43 z' . ". •. ". LL. &4i I_ �•r z -----L �--_ �J/ . - _ --- 1 / 73 / / PROPOSED 8"x8" TEE �I -'� 7l� L .. 0 - - ` . - . .43 T z 4� \�\ / , / /r' / °// & (2) - 8" G.V. PROPOSED'NO PROPOSED SWM FACILITY & _ PROPOSED 8" SANITARY SEWER (TYP.) / / _ 46' 44_ . �• ". LQ) / / / PARKING' SIGN (TYP.) PROPOSED WALL I �' `,LL 'MAINTENANCE EASEMENT (MAX. HT. =T) I go 1T � 3z- MH-z5 ". (\ \ J �// / / / 72 PROPOSED WALL\�\\\\\ 31 I II PROPOSED WALL zoo' WPO BUFFER (TYP.)s\ (MAX. HT. = 6') PROPOSED UNDERGROUND STORMWATER MANAGEMENT I (MAX. HT. 0` ."" / f I � GRAPHIC. SCALE - ,EXISTING `CEMETERY \\ / �/ �/ //L,QT // PROPOSED WATEI FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WP0202000053) I C SHALL BE UNDISTURBED ` SERVICE LATERAL (TYP. O O O O O O O O � \30 0 15 30 fi0 t20 PHASE I I Z 1 L \ \ • \ \ / / 71 \ \ / Oo Oo o Oo O =_w -OPEN SPACE"`•'�� . OOO®OO o o OO Q� I Oo O v = 1 \ . s \ 20 u / / OOOOODOo Oo 00 �Oo 0o c�0o DOOOo �\\ N FEE )fI (0.33AC) �� \\RFgRSFT/// L oT w a Ln JOB NO. 182154 SCALE 111 = 30' SHEET NO. 6 rEXISTING 8" DI WATERLINE SCOTT/R. CtTLLINSZ No. 35791 1, w 2SR roy 0� 11/4/21 cV4 0 r / ��SSIONAL E��t z80/ SIGHT DISTANCJ�' - - u 1 REMOVE EXISTING PLUG & TIE-IN TO 1 — - EXISTING 8" DI WATERLINE STUBOUT w,I.0 _Lu ' u� U I LU z z z z I £ ROPOSED 8" CL 52 DI WATERLINE 0Ow Lu U f TIE-IN EMERGENCY ACCESS ROAD TO EXISTING U O O DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. E(Q PT_aa+ 4•z3 /A a O In EXISTING DRIVEWAY SHALL BE MILLED AND Y/ °� OVERLAID WITH NEW PAVEMENT. + II Z o a o of C6 " o£EXISTING SANITARY SEWER MANHOLE (MH-EX-12) - o > z z I LOCATION OF REMOVABLE n O � f 1 IM TO BE RAISED FROM 759-75TO76o.z5 u m BOLLARDS & KNOX BOX FOR H U � z EX. INV. IN=747.73, EX. INV. OUT=747.65 w m � EMERGENCY ACCESS ROAD ) I — o J O LU LU LU SEE DETAIL - THIS SHEET f 1 -- — z F w EXISTING 8" SANITARY 4 zo' .. f S z ce III Lu Ca K SEWER TO REMAIN PROPOSED LOT LINE (TYP.) 0 .z°� w LuQ pl}C: as+o8 ROPOSED 8" 45° BENDS — ui m Inc w ✓ I /1CL -PROPOS D zo' ACSA Ce w o p \ \ \ SEWER EASEMENT ao ) UTILITY EASEMENT (TYP) LOT LOT a V) En (D.B.1396, PG. 69) �w > > \ \ \ I S \ \ LOT LOT 122 123 m w w \ S [W_ LOT 120 121 _ > / \ EXISTING SANITARY SEWER MANHOLE (MH-EX-uPROJECT BOUNDARY (TYP. . — — o LOT II III 119 o CO RIM TO BE LOWERED FROM 762.92TO758.0 \SE BACK_ LOT 118 PROPOSED8"x8''TEE / \ EX. INV. IN=745.99, EX. INV. OUT=745.82 \ \ LOT 1Q16 11� lm & (a) 8" G.V. PROPOSED' \` 1 LOT PROPOSED FIRE HYDRANT LOT 5 -ASSEMPOSED BLYw/8"x6"TEE PROPOSED VDOT 3 \ \\ \ -112 3 PROPOSED SAN TARY CG--Oaz (TYP)' \ STD. CG-6 (TYP.) 1y \ SEWERLATERAL(TYPJ 1\ 4 TD15T - / LOT \ '�\ O w � N N N \ PROPOSED CONCRETE SIDEWALK v - LOT \ \ "� PROPOSED 8"x6" REDUCER " r Nam, LOT log 110 �� \ &6"G.v. y 5 �� s� M o PROPOSED & PLANTING STRIP PROPOSED'NO \ LOT \m\ \ PC: ao+z \ `S PARKING' SIGN (TYP.) \ - 10 108 d - - PROPOSED u 1 v6' 7 90, m M N • M \ \ / \ LOT n\ SERVICE LATERAL (TYP.) d ao+00 PROPOSED FIRE LOT �;� 3 \ \ HYDRANT ASSEMBLY `" . LOT O 1 106 6 ° ESBA"K O \ — zo ro — 0 1zpO R n 103 104 0 25 MAX tia s 1+0° N m 9 E( 14 d — •' \ \ r, PROPOSEDCG- DENTRANCE TYP.) !1 1� ' S \ EXISTING SANITARY SEWER MANHOLE \ PROPOSED SANITARY PROPOSED CG-9D "', • `" \ \ T O o 5z So' S _ ENTRANCE (TYP.), ` " PROPOSED 6 CL z DI WATERLINE �1 o DI WATTERLLINEC (MH-EX-ao)TOREMAIN SEWER LATERAL (TYP.) 5 z° \ MH ,PROPOSED POSED A.R.. PROPOSED'NO PARKING SIGN (TYP.) P PSANITAR SEWER LATERAL (TYP.)- PROPOSED WATER M FRON z° r \ I 1 Qi TIE -INTO EXISTING 8 PVC SANITARY SEWER M\� M� S .o PROPOSED'NOI N WITH PROPOSED DOGHOUSE MANHOLE SERVICE LATERAL (TYP.) M S , ;EIBACK - 2+50 PROPOSED WATER -� \ PARKING' SIGN (TYP.) I i �O S y6 SERVICE LATERAL (TYP.) LOT LOT - .. O s PROPOSED 6" CL 5z DI WATERLINE - +oo - \ \ CG 9D \ \ 1 LOT o 102 \ " 33 S O ENTRANCED TYP. • 89 Q _ 0 6 MAX. R_ ( 1 ) n 9 \ n m \ ACK \ \ LOT r \ NCB J � . " . " . •" . "" . •. -`. •"" . \ - .. - `' \\ \ � �, � � �SR ,o 'PARKING' SIGN TYP\\\ \ \ � \ \ -- ' . �.'�\ (, � � ,' •''.' � + •;. .... - � \ S � PROPOSED'NO( ) \ _ O \ , I 35 �\ \ 91 \ 1 ,- LOT -r _ 3 \ �'R \ N MH sa -.-"� -� 1pPO \, � • ;ry-. . •.. •. • � �� \ 4:r. " ' • PROPOSED 6" 45 BEND oo ,�•' � � \ I N \ \\\ LOT° \ — 1.12 AC '," `. " r - '. '" '. " `. LOT + ° \ \\ \ \\ \\ \ \ \ \ \ \ ). \1` 34.5.. — — 93 PROPOSED WALL— O " �� ... -R �PR\OPOSED zo' AC A \ \�\ o A i ' ` ` ' ' "• `,- `,"" - `; - "� - 101 _ MH-47 � ' �`�� LOT r \ .MAINTENANCE EASEMENT • — — o UTILITY EASEMENT (TYP.) \ A A \ ( \ �• 16 FRON1� \\ ROPOSED 5' CONCRETE SIDEWALK — — LLB 0 1N M \ - CK 30, s, ACK PROPOSED NO LOT ' ^ \ pRs L � . - . •" . .. , . , . . " , . , . , . �. •PORTION OF EXISTING SANITARY . � • • " "" "'`."•LL'."• •• `� \\ � • r r), TB \ \, tr_ SEWER TO BE REMOVED & `. 4 . j r PARKING' SIGN (TYP.) \` u\ \ J \ \ \� - _ zo — bE - EXISTING EASEMENT VACATED - = l o , '° \ r O 95 \ \ ( \ \✓ - - i " MH ED'NO' - \ 1 \ LOT m\ \ \ \ \� z J - \�\ PROPOSED 6' PLANTING STRIP 44 I --I , - - " G k " 6 a \ - — - LL � • • . "\` ' ` • �. \ . " . LOT. KING (GYP 11 1111 � 9 \ - � o O ..• ,\ • C -- LOT - • PAR SIGN \ \� PROPOSED STO MWAfiE \ _ LL . • " \ - - �— . \, " • " . �. � . i • 11 II_�� 97 \ 44 _• . - . - '. • `.LL�.�•^. ` .-••'." ,"..• ".""LL'.LL•e • '. • PROPOSED`, \ \ MANAGEMENT FACILITY'S' L9 PROPOSED za'ACSA" ` \ (MAX -6') O T. \ \ \ UTILITY EASEMENT TYP. — " r LOT SEE VSMP PLAN FOR DETAILS'\ (TYP) 0 11 1 \ / 44 \ \ (wP02o2o000 ) e :.... - 1y4 = "- �`. LOT \ 9 _ _��LL . , OPEN SPACE"` LLJ 4 5 1 ' -�� - _ 1 I E- \ ✓; - - Q f' ti 1 _ I - 1.11 PROPOSED WALL 0.26 AC Oo U Q � O2S t 0 o O MAINTENANCE EMENT —' C S �- PROPOSED LOT LINE O O O O \ i •1." O o ✓ . �'. - O O \ — — PR P W O OSED WALL 0 O - O \LL O - _ z \ \ MAX. HT. - O 1 6' O O 3 O O - O O " 7 \ LU PROPOSED WM FA ILITY 0 \ \ \ 100' WPO BUFFER \ /. '. O ul MAINTENANCE EASEMENT O J \ O \ O PROPOSED SWM FACILITY & i � ,, nn DO \ \ \ \ \ \\ / MH EX g MAINTENANCE EASEMENT \ ` 0 (0 (O p \ Lu V (D \ s \ \ \ / \ \\ 00 OOOo�©COO O \\ \ \ `+ : • / . "'. ' / too YEAR FLOODPLAI \ a o \ \\ o 0 rn Q o \ \ `\// / / o° I 0 \ \ \ TIE-IN TO EXISTING MANHOLE (MH-EX-9) p O O ` — / / OO O W Q \\ \\ / / S� 000\00 00000000��00Oo �,`\\ // p�© 00°00p �' Lu 0� � _ PROPOSED TRAIL EASEMENT 0 J Op \\ / S� / p�� - �QOOOOOpQOOo�� 0000000000� / D.B. PG. (0 < / Q PROJECT BOUNDARY (TYP.) ' \ \ �O 0p / 00 0 � 0�� GRAPHIC ( \ \ / ®gyp 'EXISTING STREA (0/ - - _ / 0 a O _ �� 30 0 15 30 6C: 120 C) \ S / 00 ®OO� J/ \��/ O°o�0 Oho ® 04 o ® �© O _ \� @(00 (-� O _. �� -., /©0 _ _ _ — ( IN FEET ) �, O / _ — — 1 inch 30 fL 00\ O®/�O�O / \ice O In � `QO OO OO OO Oo � OO Oo 0o 000 o \ �s �\QO OOOp Oo O00o �0 0o OOO 0 Lu 0 O O O OpQOQO��000000000000Opp / 0o0oOOQOO°Oo OOOpQoQ°oOQOQ°Q° 000o OO Op o JOB NO . OOOOOOOO 182154 O�00O OO O SCALE � O 0O1 00000000000O0O000�OOOOOOO000oSHENO. O O07 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' DIA. 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 1 I II I � 1 1 I PROPOSED DEC 1o'xa6' (TYP. 1 EXISTING zo' SANITARY PROPOSED MILL & OVERLAY. SEE DETAIL ONSHEET11 F E 74z.831 PROPOSED zo' PUBLIC I DRAINAGE EASEMENT 180 G R 741 50 I 3 / � \ _ � s`x � � z6 / I I I ` ' / / N1 �_ M-�----'. LM1 ¢ F E- z1 / 0 1 / 1 -74 7 ii�I� 3 / o / MCCOIVIB STREET / o PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN - ` - - - PROPOSED DRAINAGE SYSTEM 1 I 56' P L'` SCOTT R. LINSZ LOT - \2\ / J I QLIC STREET / l O 0 G R=74p.l�3 SYS I EM w/ 1o' PRIVATE EASEMENT (TYP.) \ / / z / ' �'B 8234 PG. z / U No. 35791 179 F - 1:5p 7~0 \ / PROJECT BOUNDARY (TYP. 97 11/4/21 �4 LOT, °1/ \ PHASE III R=740.37 % \ \ (FUTURE) 178 F 8 7i .�� 3 / ROPOSED DRAINAGE SYSTEM \ \ \ I LOT / \ _ _ 22 o° I I G R 3Sf5o �� v v --- h yti v 4) 177 F �0/�7 7 o j i W m 3 \ .�. •' ,I / ,, �% \ \ PROPOSED 8" HDPE ROOF/FOUNDATION _ - - 'PROPOSED zo' PUBLIC \ \ SYSTEM w/1o' PRIVATE EASEMENT (TYP Q YP z yo ii�DRAINAGE EASEMENT \ Fq<` // \ / / / / - - d� /: \ En SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX' \ / / yho �PO f/ 1' \ YF 5 / - - - - - z S x z _ \ _ - w vi to • k' + 3 S33 \ WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 1' r . /GqR_ 5 \ \ \ _ _ - - - - - z z 6 \ \ 6o LBS. PER ACRE OR 1 LB PER 1 00o SF UNLESS SPECIFIED OTHERWISE (TYP.) r ti / / 733 \ M \2 w w 34 I ,73� \ 16B 1� \ - - - - so FFE-73 17 ' \ 3xSo P vJ / \ \ , 4h� . ?- SMT 7 LOT\� - - - - ^�� _ �� Rv �(E�I2� U o 0 / PROPOSED 20' PUBLIC \ -5 - - - \ GAR=732. 8 / 5 2 2 FM ¢ ¢ MGM 2 . -.DRAINAGE EASEMENT. - - - - - - \ \ 1 M Q� F FFE=733 5 5. �/ / \ -��i3+ \�� F. `' i .6 o U ✓ \ - \ r SMT=7z3.67 / - 1 °o - - _ _ y1}oo Z � > ¢ . M O M ry23+50M M M 3 'r . • ` - - - / ° M oo / LOT o ¢ o as xs �. L - \. M ., ... � PROPOSED zo PUBLIC x � -- + I - y _ GAR-73z.1 - -PROPOSED 1z HDPE YARD DRAIN SYSTEM 2+- > 6 \ - DRAINAGE EASEMENT y 4 s RA BtINC BRQ AN • 59 T __M �1 s z Z �4+00 E(3 z3+oo \ - va i / FFE=73z.83 ; / - ,w/1o'P-RIVATEEASEMENT(TYP.) iz+oo _.- LOT O > > PUBLI STREE \ zz+ o M _ _ - / SMT= z oo14 U m F_ o 0 00 1B \ �.. .00 - _ 3 l _ / / , 731�5 LOT l p w w / F E=732"7 60 / 1 / 57 r' \ - zo < a GAR=7zo.33 - 'A ¢ 7zz.33 / LOTz w w /' FFE=]21.00 > '" ¢ m Co /I \' o / /. - LOT w a a r v M 1z6 0 7 F�-73 G = 1 .00 ; - ¢ w w 7 9 \ LOT a o o 0 YD 16 a w w R 74° p 738 I ,. \ 1 . \ m - GAR 730, \ LOT �o _ 25 / I 1 0 V) m _ GAR=738. 7 / I .GAR=73767 I GAR=73733�` I L GAR-7 67 `))T.; 1.. / \ j / FFE='' 8 6z / / / - r / 1 _ FFE= 8. o I� FFE= I+ �. + d + . . \ /. s 73 3 G 55 / / / / - \ \ w w w = FFE- 8 L73 736 73�7 �3 BSMT 730,831 _ 736 _ 73 33 - - I. / - / SMT=7zi.00 / R-717 67 / / h / I - > C $SMT�z9;5o _ BSM-7z8.171 , �7 So d + i. ! ° ✓ \ FFE= 8. \ w I L I I I ;BSMT z8. o I . • + . + + " LOT 7zI I 7 5 I I II+`+..+' •.j+-f.•'. f� / _ -� / J°n � � � Ai=73o.1 :; LOT � �-!'` LOT s _ 33i � � � / LOT / �'� -1 � xSo �' / j3o.8 53 / 71f�33 r \ I I I LOT I I ' LOT � I LOT I �,y / GA � � . o M �� - - / . • 54 --- � � \ z6 / � 1 I L LOT / `. / / 6 o- \ - N A 1 \ 1 I 8 o I 777ii.o° \ ,/ / . /-717.oq `. / / / I 7 7 I I 7 LOT �/ 1y/ _� -L'OT FFE= / \ 8a ��ry�h LOT PHASE II I- �I �I -�I � .•"�•+.- ..�.. -' / -FFE=735.00 \ � / / 53 ' � / \, I J �Z BSMT= z 1 \ G _ 715 6/ �L Q \ 27 _ 726 -- 2 ,- w . . %\ / LOT / AR= z_ ` - / \�\ ` / Y�_1 / + / y� / LOT . F �% Q:Qh / l / / I 1 I '.+ / 73 3 7ro� �, h /. p --� J /`. 73 FF o \ 4 / . ` / / G 715.90 QJv° l\\ ! / / _ / LOT / y� \ LOT BSMT= 3.17' CD N N ni LOT / ° ARC . 72 /'/ _ ZSxso M -333/ 51GAR-71433 i / \\ \ ////©/ // v d�°Y i � FFE= oo / 718 E I / / / -i :.� � / / HAS 4TEOF2 / \ \\ / /L /�24 / BS .83/ \ 7. go j // :, / // / // / / 19 /ISE (TYP.) / i _ \ / ,� / \ I 1 ✓ LOT too' WPO BUFFER TYP. i i - - \ / LOT / \ / / / \ --- ( �`.' -•� / S x -TT AR=7 8B �9 // LOT \ 7i �' 2 \ + \ / o o 20 \ `_. '_. / / / / / - - - - , � - \ - - - - - -•�' ; +� , -- ;.%: � ._ 'Z /21 / / LOT \ / BS // \ / // \ \/ / C) D�C�OOo0o0O0o0000O0°Oo \ _ \ \ LOT / // \ / / / / 69 / / AR-71g: \ / / \ \ \ \ LOT \ / / LOT 22 \ \\ \\ j 0 0o Oo o 7io / / 7zo:o 4 \ 2 \\\ \ 3 // / LOT 23 \ \ I 9�/ C`M j �° O 00 �p 100' WPO BUFFER (TYP.) \ 15 17\ J° d8xo �'. \\ \ / 24 \ \ 1 I Z ioo-YEAR FLOODPLAIN (TYP.) ° ' --- -- OO OO o • OO 0° 0 00 ---- \ j // LOT_\ N J Oo OSED DRAINAGE SYSTE u C) I� - PROJECT BOUNDARY (TYP.) OQ / \ SLOPES STEEPER THAN 3:1 SHALL BE LANTED WITH NATIVE STEEP SLOPE MIX \ N WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF / / ��Q �� / \ /h\ / 2� i Q 6o LBS. PER ACRE, OR 1 LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)) LOT e " 3 5 \ / \\ /� / - Q 6 i� y� oo \ iPROPOSED zi PUBLIC \ `\ \ \/Y-'> > O \ EXISTING STREAM \ \ \ 0QO 000000� O O o OOP OO 0 0Oo 0O 0O 0O O \ \ \O Oo \ OD \ \ _ \ \ \ _ - Co_ / - \ 30 0 30 60 _720 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 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 DI313 CGCG-66 734.00 13 15 90.62 1.74°k (26.00 724.42 RCP 12 DI36 CG-6 8 730.42 11 24 93.89 1.68% 719.58 718.00 RCP 10 DI38 CG-6 10 723.58 9 24 93.37 1.79% 711--- ------ RCP 8 DI313 CG-6 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 1 703.93 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 0.8270 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 DI313 CG-6 8 731.92 21 15 147.12 2.77% 726.58 722.50 RCP 20 13I38 CG-6 8 728.42 19 18 22.32 1.03% 721.08 720.85 RCP 18 17 18 20.90 0.72% 720.75 720.60 RCP 12B DI313 CG-6 10 730.58 12A 18 27.78 0.90% 720.50 720.25 RCP 20B DI-313 CG-6 8 728.50 20A 15 27.68 1.16% 721.50 721.18 RCP YD-1B 12" Yard Drain - - 717.00 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. DRAINAGE EASEMENT y _ LU LOTS / / v� W l` 7 �� W �� J Q J \ \ i oo \ / i \ Oo \ 66 iy �h \ yol . ! -T - LU U) W LUI- LL. Q LOT O z 06 LOT W 49 Z z PROPOSED SWM FACILITY & \ `• ` \ �, / \ LOT W Q \ \\ \ \ MAINTENANCE EASEMENT \\ ` 1�-.`\ �. . \'\.' 50 Ul in W LU PROPOSED UNDERGROUND STORMWATER MANAGEMENT°`. = • - ` • . `.� ` I \ \ V FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) •\. z \ \ \ \ \ / \ \.\`. \`. V* / \ \ Q vo u a _ w LU \\ \\ °\ PROPOSEDSWMF CILITY& \ �` \' LL� \ \ i \ / j MAINTENANCE EASEMENT- { r N SEE VSMP PLAN (WP0202000053) \ FOR SWM OUTFALL DESIGN \ '1`- G I` I Lu i /NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE / _ I \ o EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. \ I I 1 \ - \ JB Ln ONO. Drainage Easement Chart Pipe No. I Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 3 24 1 8.5 21.0 1 21 Qe O Ol7• � O. O• • � �0�,� • ° �J oc.,c �o• o, � � o o Vo I • • •O O 0 ©OOy`, OO �j On \ \•\ O� O• III l (w' C 0 U 0 0 U 0 0 c a; /SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT RATE OF NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 6o LBS. PER ACRE OR 1 LB PER 1 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) / EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. PROPOSED "YARD DRAIN SYSTEM 12 _ w/ 1o' PRIVATE EASEMENT (TYP.)/ _ _ - - - - O SCOTT R. CbLLINS Z ROJECT BOUNDARY (TYP.) - , - ---- -- No. 35791 � ' . "" . v w"" ` "w." " B ew" w w w w T - w ---- ---- _ // �� 11/4/21 / LL `�6i" `._ - _ - 7 758_ - w w w - w W - -� o4�SSIO LL` O // _ - ---v; - w • , " ,,. �L " , • - - 4 .' S6 54 ; w / 756.0 166 `. �`. 7 754- i< 7 6 - 66 LOT PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN " ", • `, " `, >75� 6B 75 J YD- E LOT 1051 15z SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) .. 4 00 4- I LOT �50 „ � \ LOT-Tl c� • , _ '. ' - - / OT 148 T4c n s m A m o I 4 ". 58. LL • i 147 'TI ➢ - m 7,7 �I v+� v, ."' . • . " M - - _ / --M �- �'•O `, ... _ \ / LOT \ r c m A 1i A 11 w 1 ; . Y'� MCCOM.B STRE M M - - M _M [j'^ ,41 T J J J N _,CC �M .' 6 PMp s�n^ U Ct PROPOSEDWALL LOT 1 6 m J:;, v J p--m p m N I pUBLfC$TRE I /{-- n_ LICgr E u m 2 +oo ET z + 8. R MAINTENANCE EASEMENT ro° �- LOT 1 4G ° o b o - _ _-� / M + 2 +50 5 Z4+ o - +00 z So 5234, PG EET 1 45 m 9 J Q m C ° io - LL ... / / / 5 / 15 s 2z 23, zo> 7 u - io_ LOT 144'Cnc m �' � °�' o --- `. - `. - - I j • • , • " " /i - +oo m I 23+ o LOT � 1 - - --� --- m y6 ,. - N 3 � 5 143 Ty �� YD4 i _ / ^`4 - - \Ili c I -------- - u 764 TW LOT 14z T $ \ i 0 68 -- 76o BW EX_32 L I _---------__-___- ---- - LOT 142�`� �'C 3 -------_-66--- 7 Vl a PROPOSED WALL 1 O r - o ro - - - - - - - - - _ _ Z (MAX. HT. = 4') I 4 c G* o U _ - - , , \„ _ - .-. pO --" + / / PROPOSED zo' PUBLIC \ PIPE INFORMATION INLET INFORMATION � P C DESCRIPTIONS m / DRAINAGE EASEMENT - STIR. NO. DIA. LENGTH` SLOPE INVERT INVERT Curb SLOT RIM a l A1C �- LANE ✓ / I o MATERIAL INLET TYPE f ' / O PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN I o O �'M M C�-�NG EET 27+5° - ' ' N (in.) (e.) (�) N our type LENGTH ELEVATION uu V m `Q ° t �� M TR 36B DI-3B CGE 10 745.08 I^ SYSTEM w/ io' PRIVATE EASEMENT (TYP.) .o o �" / PUBLIC 5 N ' E / w - /y - - 2g+oo PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 36A 15 33.24 1.20% 738.00 737.60 RCP o Q 76o TBWW I/ M�. o - 1 -1 SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) 36 DI-3B CGE a 744.75 O u / 7 i / ! % ' - y$+50 - -- o o __-- - T m Z7 - ' 35 15 16z.53 4.25°/o 137.50 730.60 RCP Z o H { i Q i' Mir �i 10 -- 34B DI-3B CG8 6 737.42 > j EXISTING 12"CMP 8� N ' o, 46B 7C J }p0 0 - T p R 7J D - / / i 34A 15 33.57 1.19% 730.50 730.10 RCP LU c ub j CULVERT TO REMAIN ' o w / LOT I O / 33 18 36.83 0.62% 730.00 729.77 RCP ce - -41 �`•I o - 1N _ 1T T : -� Y 11 11 :� _ O 34 DI-3B CG-6 10 738.25 a - T-G1 _ m A LOT 153 I I a `/11'°. • : 32B DI-3B CGE 10 738.25 c PROPOSED DRAINAGE SYSTEM l ➢ J J - LOT 1 --'' -0 r 32A 24 27.72 0.54% 729.67 729.52 RCP r5 c u„ v N 54 / I 46A m 29 44 LOT N(co, LOT 155 3 X 32 ° DI-3B cc� 10 738.25 �, C1 CLING LANE J ��,, LOT 156 - 50, PUBLIC RIW n o400 .. r 1 I J m � LOT 157 - 31 24 174.39 0.52% 729.42 728.52 RCP 30 DI 3B CGE a 744.75 0 i63 �]I""` LOT LOT 1 8 I � '{ Z �' � \ zs za az57 o.ea°r° 72aaz 7za oo RCP / 30+5° %FFE-7571 0 5 _ - - 2a MH 746.58 31+00 5 G R LOT 1 1/ \• `� I LOT LOT ' 1� 159 1 m M / - - - -� -- -- - 27 24 11.31 1.50% 727.00 726.83 RCP - 4 755� 3 1 N 16z 161 -- / 16!} / I I -�-.. - -� - - p� 38 0I-1 - - 735.33 PHASE III 37 15 29.70 1.08% 730.92 730.60 RCP (FUTURE) LOT GAR 5� 67 % - \ AR-755. 7 LOT �3 j 756 / \ / / 7 IM'• - ' • ' �" 46 MH - - 757.92 EXISTING 12" CMP /I I 139 F =75733 CULVERTTOREMAIN a I 45 15 00.2s 1.7zh 7s1.00 750.0o KCl` o - - \ YD-zH - r < / - - - -- - - 4a MH 756.00 0 .. .. .. / I G r,4 I `." - - W N N N -75 s i111.16 3.66% 747.17 743.10 RCP F �y \ / / LOT F=756.6j j F�=7553 ..- 166 J I " - - - / / - - a2 DI-3B CG_6 10 750.92 p ' -4 / I PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 138 ° PROPOSED 8" HDPE ROOF FOUNDATION DRAIN'. • 'r `- • `" • " ` y% • / N � / / - LOT - } 36 - - - - a1 3.1a°� N v / � 18 100 34 743 00 739 85 RCP SYSTEM w/ io' PRIVATE EASEMENT (TYP.) SYSTEM w/ io' PRIVATE EASEMENT (TYP.) / / 6A ao6 DI-3B CG-6 8 74zs0 LOT GAR= 6 /II LOT \ . " t ` 1$4 G R 746 17 /4 ° / I I 754, 7, Soo AR-753. 7 �I S' / / I o- O / 40A 24 27.69 1.16% 739.75 739.43 RCP / 1 FFE=755 13 -% i . p. ` /' / E6.8 74 ao DI-3B cGE 8 747.50 37 F 16 YD-zC v - / I I j 1\• ` ^•- y' / LOT ri/ / 39 24 54.76 1.52% 739.33 738.50 RCP w o i YD D ; . R z. o LOT . " ` e �` 183 G R ✓ / L9 Z PROPOSED 12" YARD DRAIN SYSTEM 3 loo LOT GAR 4%, o �FE Lr g \ PROPOSED 1z' YARD DRAIN SYSTEM;`" ' / F E - - ash DI-3c cc� 10 755.zs LZ I w w/ 10' PRIVATE EASEMENT (TYP.) i36 FFE=754300 42 v w/ 1o' PR VATE EASEMENT (TYP.) ) \ - aaA 1s 3a.7o oss°� 7aa17 7azs3 RCP Cy) W / I �' YD-2G , -. • - LOT I ,.. - 48 DI-3C CGE 10 755.25 PROJECT BOUNDARY (TYP. - - LOT o 74 $3 . " 182 GAR=743 5 / \ 47 18 9s.52 0.56% 747.83 747.27 RCP Q w / / J - I I GAR=751 7 L 1 �` "�• I FFE= 1/ \ c`7 ' w / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN-752_ - ---- °� F(E=7Si.8 169 " 6i) / n " 744 7 \ ash DI-7 - 7sz7s / to / / SYSTEM w/ 1o' PRIVATE EASEMENT TYP.) - - /' LOT f y / / ® co/ �( _ - - � 46A 15 33.59 1.49% 751.75 75t25 RCP is PROPOSED 12" YARD DRAIN SYSTEM I I III' LOT GAR=751.67 6% -I _ Et8 1 " J' 181 GAR-742.17" I \_ 7 �• ` YD 2F • `" ` • ` " • `" ` "�` F E= z.8 CULVERT-1 / III 135 FFE=752'3 - I7 1' I'. " I 74 3 / , 3 w/1o'PRIVATEEASEMENT(TYP.) .'.• 1 �- H _ " " +1• " - " • I I I /. LOT 15 16.38 12.21% 756.00 754.00 RCP (� z YD- E 7 .00 LOT _ - - _ _ 74 / sz6 DI-3B CGE 10 755.17 Q 3 GAR=751.00 0 o Zw `744 _ 18o GAR= / / ❑ 7/0 + �46 I yo�' I FFE=742.17 52A 15 zzs3 0.83% 7aa.25 7aa.oz RCP N J 134 FFE=751.67 _� dv LL- 7°0 a YD-3F 753.00 o.00 - '`1 -- 74433 - _ - 1 - - - 52 DI-3B CGE 10 755.17 41q EN (TYP.) DRAIN - - - - - _ ° LOT - PROPOSED 8" HDPE ROOF/FOUNDATION D N o -� _ ' -L - - ^ ' i 79 FA R=740-01 �/ - --- \ 51 15 163.33 2.71% 747.92 743.50 RCP Lj 7 z -I -� w 10' PRIVATE EASEMENT TYP. = I 5 SYSTEM w/ 10' PRIVATE EASEMENT TYP. N Q - 75 33DRAIN s0 DI-38 CGE 10 749.00 I �'7 I / SYSTEM 1 0 1 T N 133 75 - (TYP)- _ - : / / / \ 49 15 64.16 1.82% 74L42 740.25 RCP 1 0 1 3 PROPOSED 1z YARD a rl I � F E- 1.00 LOT LOT LOT , I I JI I YD-zB / + / / �70, LOT LOT LOT I " ` I LOT / so6 DI-3B ccE s 7as.00 I 756.. \ LOT LOT 1, I 1O2 GAR-74967 7°/ I j i o o m71 01 z m173 ll��74 175 LOT I I"II 1]8/ R-7Qo.�7 /, ti /� \\ 50A 15 27.66 0.83% 741.75 741.52 RCP z „1 -- r LOT 75 33 I -, 3 _ W - M \ \ W 3 FFE- 0. 1 I LJ2T 12g 130 YD-36 33 - OPOSED D - ---- --- I R- I ao o � a � 0 1 � l � to R DRAINAGE SYSTEM J J 128 T -n G� ` " - � � -. II ui � ��^ u q � � i� � � �' m ry I � I LOT I _ � � /� / / / \ YD-2E 12" Yard Crain 746.00the 7 - 749 /q-- -- w w m I I I .' �/ u) / \ 12 20.30 4.93°h 742.00 741.00 HDPE J J + 4 Q M w w ^ w 1 LOT T m p m I LOTFAE= i a Q F u �R=739 5° / - Q LY7T- 12 c --- - I LOT z�� _ - -- -- - L` `> - -LO 1z 1, -n G� m n w D ._- " 3 5 I ~ , o i� � � ---- �0 2-LL ¢ � "' u I _ 77 F oh >0 11 3 J / � \ YD-2D 12" cleanout - - 745.25 � > � w w YD- oA i u w I I G 7 ' 4 ii rn u, O I 1 1 749 7- � o - � _CYw_ w l'J w l� w Q ui �`��- 7 :: - � �C/ Ni ,. / � \ \ 12 44.65 6.72°A 741.00 738.00 HDPE � z 5 - \ i--i W 3 'TI �'IT � I _ _ _ II II� ' II\ � � �_ _ 3 \ \ YD-2C 12" YaM Drain 742.00 12 -rl G�__, I m-07 J � �__ °kr -- 3- I-. 4 l 1r� .---Jn--I--7�_ �--I �� - i-�-ate;._ I .�i -�-� � �//7 $ -T ➢ -�� (rl 70. j 11 O _ _J__ YD_3A °- __ __ I '. - -_ f \ _� _ _�O_ �\ i- _i __ .J $0`"T I f 1 _l/ \ 12 68.50 3.65% 738.00 735.50 HDPE LL- m uv+ o _ _ _ \ o o w T - - oB o_ _ - - 'PROPOSED 20' PUBLIC \ o w L. - - -1 - 4 r ;... I -. - - _ - - - _ _-r _i-h_- �YD 2 / �. ^I ' \ YD-2B 15" Yard Drein - - 739.00 w _ + DRAINAGE EASEMENT " a 12 55.90 0 89 h 735.50 735.00 HDPE LU � O ✓ 7 YD-2A 12" Yard Drain 738.50 Z ___ o I �- � � / 3 '.5 • "` " `�" e ` /; / / \ 12 60.30 1.66% 735.00 734.00 HDPE w YID ZA • S 3 J - / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN k ` a 735-3 \ \ YD-2 12" Yard Drein 738.00 Q PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / - 1 ` • ' "� / 34$ \ - - - - w �l ° SYSTEMw/1o'PRIVATEEASEMENT(TYPJ 6 „,: 34 -73 16B \� 12 31.50 159% 734.00 733.50 HDPE Q N ` SYSTEM w/ 10' PRIVATEJEASEMENT (TYP.) M 5 -F o to T � M � _ _ , . � 32B a I/ / 6 \ I \ 1 = N * _ w -26+So 1° M I. 2" YaM Drein - - 753.83 U \ o° 27+50 / z6+ - / PROPOSED 20' PUBLI : \ \ -0 I ' I . - YD-2H 1 _ 12 70.40 s.39% 749.83 745.33 HDPE w M --4-M z DRAINAGE EASEMENT - ... �-.- YD-2G 12"Yard Drain 749.83 526 +00 - - / / �_ O 12 36.00 13.89% 745 33 740.33 HDPE W .. • + : r�� - YD-2F 12" Yard Drein 744 33 0 RA BLINCi.BRO AN 6 \ �� z z I `� • ] --- �, PROPOSED 6 WIDE " • , " . _ _ / 24+00 Ej3_ ..23+00 \ �p 12 84.85 5.69% 740.33 735.50 HDPE - 31 • - " �• PUBLI TREE \ zz+ w s'o o f - = go M / o m• REVERSE SLOPE • " -,_ _ _ / -- -- PROPOSED DRAINAGE SYSTEMI I M N } e -- - _ _ °:..:. - - - I. • / � - 2"YaM Drein 756.00 (%) W t R DRAINAGEBENCH .� . I } ;; _ 22+o ° •`„ I• •: -- -- � �' O �- 12 65.20 0.77 /0 752.00 751.50 HDPE PROPOSED SWM FACILITY & " " • YD4C 1 • - -)'_ %' m _ I --- - / .•• - - MAINTENANCE EASEMENT p - S W e 'I -- - GAR- '.17 `, . • ; `, . ` I I. - 1 ` - I '- .-. _ - S p16•• 1, 12 28.50 0.60% 751.50 751.33 HDPE I --- I GAR- 1.00 1 -749, R - - __ - I " IGAR-744. 7 - I \ I � % � I \ o / A� I FE- 1.6 FFE 74903 _ I ' M _ \ I f ' YD-0A 112" Cleanout 756.67 W 75 - I G 75 I - o fFE_ I - - - z � 75 7 1� I_B�N}-T-74o.00 . • Z4 . <" � 745 .GAR-74333 l I �-- I = ;I /I r � - , -• 1z saso ossv° 751.33 7sos7 HDPE � ti 1 GAR- 1 FFE- --- --- I' 753. 8 ' MT=741.83 g j� " 8 ' �° I J7%2 .FFE= - I -754 7 I � � I %I - ` . • . • � AR= 1. o ! � I I I I n •�'� ` // ��': 744�0o I 74 5 "Cleanout 756.17 ;- z " �---- - :-- - '�•1 • i 12 18.65 0.91% 750.67 750.50 HDPE --- , �'' 1 f GAR=755.67 11 FFE=754.83 752 _ 743 25 1 LOT 7 75 736• ` LOT ; f E15- T= .1 FFE= z.1 I L_ I 1/ 1=BSMT= 00' LOT 734 71 I 74 7 - GAR= a.00 7 8 -- GAR=75733 FFE=75633=J 745 / YD-0 12 _ I 1 ' I LOT j ' / '' 83 I , � " . . ", . �" . 7 S.00 ,82 I L I I I BSMT=732.33j i - 74 13 GAR=738.67 I I I GAR I I GAR=737 33� I I I GAR=7 67� '. LL . •I. � - ", ; . ", . •, 2 • `. / � 1 I FFE= 8.0o BSMT=746.So - 1 _ 4 84 3 < 736 • I LOT FFE 7;+0.67 737 7 I- " • . YD-0E 12" Yard Drain 757.00 =758.67 'I: 75 - 7 y 7 6 =739 33 FFE-738 0 736 FFE=737 3 I. �. `. f `. " ° LOT 85 y ',', PROPOSED SWM FACILITY & - . " , " YD-5A LOT I BSMT=73o.83! I 736 = 8 _ �. "'."- " • , " 12 sa.ao t71 ro 753.00 7s2.00 HDPE J Q =75933 7 6 I&MT=748.17 6 { I 81 7 4 L BSMT-7z9.5o1: --728.17 �Sl�l '7.5o (. "/" . W $ MAINTENANCE EASEMENT " ( 3 I I I BS�728 Sol i YD-4D 12 Yard Drain - 756.00 4T= o ', �I 1 LOT 86 7`t I 1 �, LL o, ". \' I I. 80, LOT b('i 5 / \ 1 W 749 5 PROPOSED WA / 73 PROPOSED 12" YARD DRAIN SYSTEM I 7 z I J '• �', ` " ` % GA z zs.ss z.za°i 7sz.00 751.33 HDPE g 79 LOT I I /LOT LaT j LOT /. ur J LOT 7 JI 1 (MAX.HT. 6') = - L w/io PRIVATE EASEMENT (TYP.) I / I - 88 - J / < " YD 5 L J' I i 78 73° 77 / I 76 i `7i i. ", / e£swlT=7z YD 3D 12" Yard Drein 752.00 Q LOT 750-; 11 1 --- PROPOSED WALL j 1 _ = - C-1oz - _ - / I j / 7�g \ -" 1z a8.80 4.10% 748.00 746.00 HDPE - MAINTENANCE EASEMENT 1 y / 6 / / / / - - I I ------------" I I I / LOT M --- - f- / � -PROPOSED WALL J I j J \ YD 3C 12" Yard Drein 750.00 - I'I 11 ( - /� 1 / 73/ 734 / �. /'•"•" O - / / / MAINTENANCE EASEMENT - �� _ L i� I I / - PHASE 744 / <�Oe\ � O _ - Jj _ _ I � J L _ l\, '`r. ` � �. V / / 4 ` 12 50.00 2.34°k 746.00 744.83 HDPE 732 � ( - I I . � • YD-3B 12" YaM Drein 746 33 - '! / i / - ,� ��.-,., \� _ / - - '-` \ '\. "i 12 24.00 -- ---- 744.83 744.25 HDPE / 734/Zo I � O 728 - - _ - -� - - - - -\ - 411 YD-3A 12" Cleanout - - 749.00 J` J ? 1T <' j l` " 1 I _ ---- \,-- \ " •� T.• T - - - <" /• \ 12 49.55 1.51% 744.25 743.50 HDPE *PROPOSE WALL `, Y` _ \ _ / " " YD-3 12" Cleanou 748.75 - _ •�`,� �. " 12 19.90 2.51 h 743.50 743.00 HDPE PROPOSED WALL \ \\ \ \ (MAX. HT. - 4') - - - _ - - - `T / / JzO _ ° / _ �` \ (MAX. HT. = T) / \ I r / _ -� S i j SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX �� - - - YD 3G 12" Yard Drain 757.00 w w k PROPOSED WALL i �ti \ I - 1, • `" • ` - 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 Q' 2 FACILITY'C' -SEE VSMP PLAN FOR DETAILS 6o LBS. PER ACRE, OR 1 LB PER 10 o SF, UNLESS SPECIFIED OTHERWISE (TYP J / - YD-3F 12" Yard Drein 753.00 a (WP0202000053) \ I \ \ - - Too' WPO BUFFER (TYP.) \ ` :�• /- _ - - - , � - - - , -' � � � - - � _ - - - - - - - _ �`� CRAP HICi �C ALE - � � `\.`• ': • `. •.`. •• .�-'Y•..12 67.35 1.4a°� 749.00 748.00 HDPE J06 No. noo goo ri O i 31j 0 iV5 30/ 60 j� - 120 W\ `" "`'••'•,'ter. ".� /Q0 QO ( \ �z0 PROPOSED SWM FACILITY &� - - YD 3E 12 52.75 3.79% 748.00 746.00 HDPE 15" Yard D ain 752.00 182154 / / / _ - - - - ✓ O Qo O SEE VSMP PLAN (WP0262000053) \ \ - - w - - SCALE 'O �O �O Q ®Q Q ®O O - O FOR SWM OUTFALL DESIGN DO - - _ \ MAINTENANCE EASEMENT / / U = - YD 5A 12" Yard Drain 735.00 1rr = Or _ " LL 12 16.00 15.63h 730.00 727.50 HDPE SHEET NO. / ��/'. 0 / I / /�----_-- ' \OO� \ \- \\ // / ---- - ( IN FEET ) --- \\ �� LU - T -1` YDS 12"Cleanout - - 731.00 / / Q / i �Q ` i - - / -� - - finch 30/ it _ - 0 9 / O �j , - _ r / - too -YEAR FLOODPLAIN (TYP.) Q �� \ - - -i -/ - - 1z 1s.eo lase/° 72a.00 7ztso HDPE / / / / / / / \ / _ - /-•- l ouv i l R. CbLLINS Z / / \ / / / / / / / / DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 64B DI-3B CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI36 CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI3B CG-6 8 755.33 61 15 32.18 1.03% 747.83 747.50 RCP 60 DI3C CG-6 6 755.08 59 24 48.14 0.66% 747.17 746.85 RCP 58 DI-3B CG-6 6 755.58 57 24 44.05 0.73% 746.75 746.43 RCP 56 M H - - 752.67 55 24 138.65 1.25% 746.33 744.60 RCP 54 DI-1 - - 749.50 53 24 61.03 1.23% 744.50 743.50 RCP 60D DI-7 - - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI3C CG-6 12 754.67 60A 24 56.66 0.71% 748.50 747.27 RCP YDI 24" Yard Drain - - 758.67 12 102.40 C 755.17 754.00 HOPE YD-6C 12" Yard Drain - - 758.00 12 89.35 C 754.00 753.00 HOPE YD-6B 15" Yard Drain - - 757.00 12 56.00 C 753.00 752.33 HOPE YD-6A 12" Yard Drain - - 756.67 12 75.90 C 752.33 751.50 HOPE YD-6 12 Cleanout - - 756.00 12 19.35 C 751.50 750.00 HOPE 68B DI3B CG-6 8 754.75 68A 15 34.86 0.72% 747.75 747.50 RCP 68 DI3B CG-6 6 754.75 67 15 206.62 0.97% 746.00 744.00 RCP 66 DI3B CG-6 6 749.75 65 15 1 176.53 1.12% 742.50 740.52 RCP 66B DI3B CG-6 10 749.83 66A 15 34.85 0.66% 742.83 742.60 RCP i w \ - VU > � No. 35791 w \ i W _ J Z_LU -171 j IW i IPROPOSED 12" YARD DRAIN SYSTEM w/zo'PRIVATEEASEMENT (TYP.) Z O I EXISTING SANITARY SEWER MANHOLE MH-EX-iz 1 / / / -/ O U C I / ( ) PROPOSED 8" HOPE ROOF/FOUNDATION DRAIN / RIM TO BE RAISED FROM 759.75T076o.25 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 757.00 ww m i PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN EX. INV. IN=747.73, EX. INV. OUT=747.65 U ' . £ z SYSTEM w/io'PRIVATEEASEMENT (TYP.) / 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 2,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) _PROJECT BOUNDARY (TYP.) 758.00i' L � - %� ' �� LOT ' I U - - LOT LOT, 122 'T \ m. ;PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN � � � y � � 1 LOT „ c - / SYSTEM w/ 2o' PRIVATE EASEMENT (TYP.) I\ y° \ 70 11 c 12� R i -1111 EXISTING SANITARY SEWER MANHOLE (MH-EX-u) YD-6B /'757. 7 - LOT m 9 rn J RIM TO B LOWERED O NER S 99REX. NV.OUTO745.8z I \66 ,6� �\ LOT 11 T c /zb / PROPOSED iz" YARD DRAIN SYSTEM YD-6A 75 7 \ LOT LOT T1c � c j / LOT , 11 w/ io' PRIVATE EASEMENT (TYP.) / \ 1 ` LOT 11 m A m b Zb \ o LOT n� Tv m� w m 113 -rt y m ;a m vn o �o - V l!1 \ / \ / PROPOSED 20' PUBLIC 60 LOT 11z G-) m A _`, � o N - / ' DRAINAGE EASEMENT 7" „ { 111 y LOT \ m u o o m o 0 9 .. .. .. LOT -�G\_ .�° `a i� \, F IN IN IN Ul LOT LOT r c c \ v ,0� '$ o__ u 30+00 o N n�i v =' LOT 107 108 m A \ \ Ipco 'Poo a �'' 70 LU / / \ / / / % y/�• LOT 105 m A o -7 8 / �\ V ' , f r ML9 R / / ` dos •' •` -".i.• ,°, - `� 6 A +oo ,�..,�. � -, _ PROPOSED SWM FACILITY& . `..e%. `" 1�0. - ". i 6oB o i ` o m 4 3 FFE--759-33 Cr) / MAINTENANCE EASEMENT � ./ -> _ � j \ 5^� . �m GAR= 1 �� _ / 754.67 TB. - 75933 BPPrT=749 / . • .. _ . . /•.. •. - ` _ . __ - GAM-758.00 \ M - - � S, n* FFE=758.67 _ - FFE=76o.00 LOT - / - - " $� GAR-75 .00 BSMT=750.17 J5�C.. M. M!� 756 ` : M = \ \ 75 \ \ FFE=7 7 LOT / / / / / ✓ LL . `, ": \ . \ T - 102 1 s: 33+Oo - 64 \ ( GAR=75 67) \I-749.83'', LOT 8 r / / \ / � .'.` .• ,- .` >". .• .•.` .-'.• � . \ /= / �r\. M o ,�, \ FFE= \ � \ 0 9 N / / PROPOSED DRAINAGE SYSTEM 75�37F�` / M 3 \ 9 1 .LL LL � � � � �- rn '� \ \� \ LOT / / / O / \ D. ro r. 3 5 \ � _ GAR $.1 T 749 S 1 u \ > FFE= ° ` 9 \ \ 3 - - LOT 7 ---- N G R=757 33 +oo / `M GAR-757 67 92 - \ 3 % / 4f - - - 1. \ \ FF `=758.ob 1- _ 6i N FE 758.33 LOT O�\ 6z GAR=757-17 - \ \ J \ , \ \` Q / f LOT 4+5° - FSMT-748 So \ / > . /. /. PROPOSED SWM FACILITY & \ \ 3 \ \ FFE 757.83 \ \ (_ '93 \� V / rl / _ - / .. , ,. MAINTENANCE EASEMENT 101 _ 60 - , , 6 \ LOTg4 \ PROPOSED z 'PUBLIC GAR= 6 7� \�=748.00 \ " ✓. � - • . / • . `. ' ✓ J` `. ` . ,•- , - .i � • r . 4 r"r � , 756 7 ( ` \ 94 W 3` �/ .• .. 1. .. ` .' ,/� ,` , � - .`' '�,• •N � - - _'% �M 7 3LOT y - \ \ ••. -. •�•r, /.- .` \- /i-_.r oo �� r / N I GAR= 6. - -747 \ 95- \\\ FFE ". • �i LLLL • `. -,� j 1 1 ( 75 33 ', � _ \� \ f - ` -' •' e-': . ' '. `. ` ` PROPOSED STOR(v1WA7 R :. % GAR=75733 1 .� FFE= 7.00 LOT g \ J\ \ \ ( - \ - -74- - �. U) /. FFE=758.00 1 " i - - 1 \ -\� _ / " / / \\�\ , MANAGEMENTFACILITY B ` `/ `�• _ 1 GAR-75 -83 754 MT747 7 � \ \ �.Y.' •' W , ' �`� .` .`•. • ,7. `.:: LOT _ 1 1 1 FE-- \� 9 ,y / , /.`'/ SEE VSMP PLAN FOR DETAILS . ` :...\ . \ > b o 1 1 LOT _ 744 \ WP0202000o r / " ! • '4 . ,:f:: / 1o0 - - - 1 1-1 T 6.6 \ \ \ \i -, - - - � \ �' ( 53) f11L7 ` 7./� G -755. 1 74 71 \ \� \ - LOB \ \ LL `-6 { i BS �746:z5 1 , / / i �• ` 74� i i" v. J " / \ \ \- /, . " -.. .' . .• �`: `..' �- .•".• - ! LOT' 1 9 I`1 9� � \ 74 7 ��_' ,.LLj� .�`. �•. _'. ':,'.• 55 j5o 1; 1 1 ( 746 399 gW 3 - - s `� i ✓ Q PROPOSED WALL / i / ` "/`• . / / C) 749 So 4y MAINTENANCE EASEMENT 7 i r \ \ 'l• ` :`; `�" • -,. ' - - - -. - - 74 • `/. ` PROPOSED WALL \ ` � O \ / - LU \ \ \ - �--------- `.`4.' .` •- .••. .•�/ � / \ 742 - / (MAX. HT. 6) -a'��^ - `rl.-` '�' �' \ % �✓ . �%. S �� _ ioo' WPO BUFFER ! ~./•.� \ - .` O P Oo - /' : LLe " SLOPES STEEPER THAN :1 SHALL BE PLANTED `. ' . Ul � ` \ � \��-�----- \ '`.• .`•�.` .- " �:•' w / S 3 .'/?�" PROPOSED SWIM FACILITY& � -_ - .. - - \ `}\\ \ / / WITH NATIVE STEEP SLOPE MIX WITH ANNUAL / _•`s- - 7'. MAINTENANCE EASEMENT / / a Oo / �. �- - - - RYEGRASS BY ERNST CONSERVATION SEEDS AT a / - :- .�, / \ O Oo a / W O - - - \ \ \ \ / - 'A RATE OF 6o LBS. PER ACRE OR 1 LB PER 1 000 SF \ / / / I ) Oo 00 - ✓ �� W \\\ \ s \ -�J / \ / \ Oo O00 \ PROPOSED SWM FACILITY & / UNLESS SPECIFIED OTHERWISE (TYP.) MAINTENANCE\ EASEMENT \ �` • ` - `: / j . / PROPOSED SWM FACILITY & & / / MAINTENANCE EASEMENT I O /j too YEAR FLOODPLAIN / O / \ (n SEE VSMP PLAN (WP0202000053) / / / FOR SWIMO_UTFALL DESIGN PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED / / / - ` r - - - / / / / I / 0 J \\ \ \\ \ \ OUTLET OUTLET PROTECTION w/ FILTER FABRIC -' //' ® Coo 0 �� o O W UNDERLAYMENT (L=zo', Wi 6', W2=12', D z.5')' / i' / Q OO O � - - O O O O 0 O x 0 0 �0 - -- - - - �QO�-o OO OO o0� ��Oo 0O OC�Co7a0o 0 0 - ' Oho -748- _ _ r / _ PROJECT BOUNDARY (TYP.) a OO \ / / EXISTING STREA - - - - 744- \ \ ow (Q-) / 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 \ - - -' - _ ' �� // -- \�74_ - - --- i / O 0 0 30 0 15 30 60 \ -20 0(0-Ce1@Q9000 J-\ \\ 0� �Lb -- 00Q0O�Oo� (IN FEET] i / 0Q00��------ \\ � `-�� - �\ \\ \\\ \ �\QO Qp OOOOO--� \ OO�� O -1 inch =30 tt. == --- \ \ \ OoOoOoOoo OO I Oo i OoQO�� -------- \ ®C1° �o��Oo OQOo 0 0 0° O° °�®0�®900�000000 �Q�Ce?-®-�j-��^ 0O--- O O / N - - - - - co\ - - Q Ila- Q oC z Q a iI LU LL Q N z W Q Q 0 06 z z LULU Q V r r'1 z �J L0 LU J w Ln JOB NO. 182154 SCALE 111 = 3Or SHEET NO. 10 A A A A 1 1 A A i NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 330.4VPD 25.9VPH 34.65VPH PROPOSED -38 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMI LY ATTACHED UNITS 7.32 0.46 0.56 739.32 VPD 46.46VPH 56.56VPH PROPOSED-96 DWELLING UNITS (369.66 ENTER/369.66 EXIT) (10.69 ENTER/35.77 EXIT) (35.63 ENTER/20.93 EXIT) 1069.72 VPD 72.36VPH 91.21VPH TOTAL: 134 PROPOSED DWELLING UNITS (534.86 ENTER/534.86 EXIT) (17.17 ENTER/55.19 EXIT) (57.46 ENTER/33.75 EXIT) *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION) STRE 9� T 0 PAVEMENT STRUCTURE IS PLACED. - ,,, L° 6i a6o 59 � • v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, \ \ �► D _ CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE CL1N \ $; F Z PHASE III AS SOON AS POSSIBLE. (FUTURE) vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OT OSCHEDULE AN INSPECTION. F ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO A o o \ II °T \ `� ✓ \ I L°T L°T ,, 3 „f }� - " _ j, viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL / � ' I "- - l ,rl REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT / \ t V O �o.- -ADT - OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE 0 °T _ 3gt - _ �M�IpgROOj«CIE S�ofl�i � MAINTENANCE. \ l°5 L°6 ;�� „a _ -' - _ ._----- _ - - _-- \ o i'•G° /Q h ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES \ ��'\Lor Lob ,or �-____gR^�� j / -_- .....:' Lor -' I I eo r9 i i 1Oe I " 11 -I,J� r •,, //Lor / / Lor ' _., � ... \ .: ,ti ~O o; - L r 1 LLLooloo�- LLLlll�� 1. PRIOR TO ANY CONS7RUC77ON WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, 0 INCLUDING CONNECDON TO ANY EXISDNG ROAD, A PERMIT SHALL BE v Lm OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT). LD. \ go J. 1... \ THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS °' \ o' OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF v THE PERMIT SHALL GOVERN. LOT PHASE 11 `°' 8�� 2. ALL MATERIALS AND C0NS7RUC77ON METHODS SHALL CONFORM TO CURRENT f7/`1 - y SPECIFICATIONS AND STANDARDS OF WOT UNLESS OTHERWISE N07ED. ------- J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE LT °T INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONS7RUC770N. D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. / 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). *HERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA7701V MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. / 7. ALL TRAFFC CONTROL 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 WITH OSHA STANDARDS FOR THE CONSTRUCTION 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. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base IT a Dp McComb Street / Cliag Lane Public Road 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Dunnagan Drive (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lexi Lane (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Litchford Road (Public Road) 150 2 170 4 4 8.59 SM-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 (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. WHERE FIELD CONDI11ONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT 4. OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EXIST. GROUND PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR I ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. EXIST. GROUND 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CC-6 4" CONCRETE 3' CURB & GUTTER SIDEWALK CLEAR R ZONE , 2X 6' PLANTING •:..'� 4" VDOT 21A STRIP STONE BASE 4 21 Or POINT OF I R CURBC& GUTTER C� FINISHED GRADE R/W CG-6 CURB & GUTTER 1/4 1' a� o0a" RJ6 :w a&,." 0 4 YDOT TONE 1 RASIE To' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P 27' PRIVATE TYPICAL D R/W ALLEY SECTION p7' PRIVATE ROA, 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 1;, SURFACE COURSE I I I I IIIIII I I I I IIIIII I I I I IIIIII I I I I IIIIII I I I I IIIIII I I I I IIIIII COURSEBASE SUBGRADE � �iy\�i • �i \�•Ti^�{iNi�; {i\�• i. • �iy\.•emu,• �i\ COMPACTED ASPHALT PAVING - EME- ROAD NO SCALE CG-6 POINT OF CG-6 5' WIDE CONCRETE 3' CURB &GUTTER CURB & GUTTER 3' S' WIDE CONCRETE SIDEWALK FINISHED GRADE SIDEWALK 3•J CLEAR CLEAR�ZONE SURFACE I I EXIST. GROUND 2' g 2$ 2X 2X _ s' PLANTING 1 STRIP WIN - 6' PLANTING 4" VDOT 2fA STRIP 4' WOT 21A 4. 14wr 4" T STONE BASE 2IAVV 2 STONE SUBBASE STONE STONE BASE EXIST. GROUND 6 �L5 B2� 6 5 1.0 5 10' To' LANE) LANE) (TRAVEL (TRAVEL 24' F/C-F/C --� 49' R/W- TYPICAL NEI6!ffB0RH00.D STREET SECTION (49 ' R/W) RAMBLING BROOK LANE DUNNAGAN DRIVE, & LITCHFORD ROAD (ALL PUBLIC ROADS) CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH NO PARKING 1ERNIFFEW NOT TO SCALE R NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP CAL F �SEI ONLY R, (MERE SHEY)f INDICATED ON PIN1� EI) PER 3' CLEAR ZONE REQUIREMENT '{lye CG-6 POINT OF CG-6 5' WIDE CONCRETE 31 CURB & GUTTER FINISHED CURB & GUTTER 3' 5' WIDE CONCRETE 3, T / SIDEWALK CLEAR R ZONE GRADE CLEAR R ZONE SIDEWALK EXIST. GROUND SURFACE 2X 2$ 2X 2% 6PLANTING -a - 6' PLANTING STRIP 4"26OT 4" T STRIP 4" VDOT 21A IDIOT 21A TONE S4" BASE STONE SUBBASE STONE STONE BASE EXIST. GROUND 82.5 B2 1 0 5 6 5 6 5 1.0 12.5' 12.5' TRAVELWAY TRAVELWAY 29' F/C-F/C 54' R/W TYPICAL NEI6!ffB0.RH00D STREET SECTION (54' R/f") LEXI LANE (PYIBLIC ROAD) CS=SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED KITH "NO PARKING" SIGNS NOT TO SCALE 2% c� V OIL -STREET PARKING ONE -SIDE ONLY (OHRIE INDICATED ON PAN SHEET) POINT OF FINISHED GRADE CG-6 CURB &GUTTER SURFACE 2X BASE SUBBASE 4 -20 13.5' TRAVELWAY 82.5 31' F/C-F/C o Au 4" CONCRETE SIDEWALK 3.1 EXIST. GROUND 2X 3.•T 6' PLANTING STRIP 4" VDOT 21A STONE BASE EXIST. GROUND NOT TO SCALE TYPICAL NEI6!ffB0.RII00P STREET SECTION (56 ' RI'Orr) MCCOMB STREET/CLING LANE (PUBLIC ROAD) OS--SSAR RESIDENTIAL &" MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH PARKING ALLOIYED ON ONE SIDE ONLY, DELINEATED NSSITH "NO PARKING" SIGNS pRIVATE ALLEY PHASE o TRIP GENERATI No. 35791 11/4/21 zZ Z O _, J rz_ a O ~ U w m Un 0 J z O P_ LU LU / ce i 1 k' " SM-9.5A SURFACE COURSE 3' BM-25 INTERMEDIATE COURSE 6"-8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A B DEPENDING ON TRAFFIC UUA LLTIMITE UMITS / AND UNDERDRAINS SUOBGRADED ASPHALT PAVING - ROADS NO SCALE (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER 3:1 EXIST. GROUN 4" 21-A STONE BASE 3 r CONCRETE SIDEWALK NO SCALE EXIST. GROUND' TOP OF 407 2" R CURB 6" n " y 13" a. 7" n nA . 4 « 6" MIN. 1 6 2 STANDARD CG-6 DOT #57,#68, OR #78 _-\ STONE BASE UNDER CURB 31 EXIST. GROUND CURB & GUTTER & CHECKED BY VDOT 3� NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. \�\ wP-G EXIST. GROUND ADJACENT MAYEL LINE ASRULT PAVENENT WIDENING 12' EDGE OF EMNQ PAVEMENT IS DETEPoNEO N FELM TACN COAT ME HiRV3D CONETRIXTION JOINT ExIsrNO 0.411kr uYERS PXCPOSFD ,xSPHKT LAYERS ------- EXISTNO SIBRI3 FAOPOSm 811®AY CONAGTED sINwADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPH&T LAYERS TO ENSING ANBASE NU REPLAS WITH PROPOSED ASPHYT WINNING LAYERS ® RTOP0E0 ININ.N MI INCH THIM AWiPLT R W£ LgNY 15EE NOTE 51 : =1R INCIES. CA GREATER AS FECESSMY TO / RE FLL THICKNESS OF FNSINC AdPHN.T LAYERS A4 DETERMINED BY CORES (SEE NOTE W NOTES: I. A &T PAVE,ETO WEENNO SM _ HAK A PAVEMENT FE51•J! N . EEF WCE NTH WRREM WET NNO6LIJES MD E IR+I[ BY THE ENGINEER. 2 THE PAVEEM DESIGN FOR ASN&T PAVEMENT WBQEIC 91ML MEET OR EXCEED THE DEPTHS AND TYRES OF THE LAYERS OF BOEING PAVEMENT. A.BSIEW£ DRMUCE OF THE BASTING NU PROPOSED PAVEMUT SHWL BE 4ODIESSED IN THE PAVEMENT DESIGN. ]. A WI 6 TMEE CORES SHWL BE TW kONG THE CENTER OF THE AAI T TFGVEL LANE TO OETERIME ME TYPE ND THICIOESE OF EXISTING PAVENENT UYERG. THESE CORES SML BE SPA'EO NO WERE MN BOO FEET MFRT. 4- TE ..FM TRAVEL LINE ILL RE ME EI 13 A NNW N DEPTH OF 1 V_ D INCHES AREPLAYED WITH AN ABRIKT 51I CdXSE TO MATCH THE FRoNOI PAVEIEM NENINO 51MW£ COURSE. UM£55 WWVFO M fiE ExcFEDi. 5. RE EN' ER IWC NAY FI THE IDEPTH OF THE EWSTNG PAVEMENT TO BE NIJUSTED TO ILHEVE NI ICCEPTMIJE PAVIEM CROSS-SLCPE ND EFFECTIVE MRFW£ ORAI 6. OUSTING PAVFIQIT MNNNGS ND MI WITHIN TIE PROECT WIS SHILL BERESTORED SUBJECT TO THE APPROVAL OF ME ENGINEER.]. INI TRNSNRE PAVENENT TE-IN SHNL CONFORN TO THE REGJEAEM6 OF SECTION315.05(d OF THE S'EOMCATENS EXCEPT THAT NL MINTS AT TE IN LOCATORS SIYL BE TESTED USING A 10 FOOT STRNGHRDGE IN X: DNx£ WITH THE RE"ENFNTS OF SECTION 345.0 1o1 CF ME SPEC ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VNONA DEPMIIENT OF 1MVSPORTATION r o ti ti ti a LU N_ y I N V ti 0 = U `m W 0 WINNEENEEN CID 0 ® M 3 N N 0 CID � > z QI W N J O � O m N W Oo rn LU J J o J Q 0 z W L~L J 3 LU O N LU /•A/ N IA_ W 7 0 _ L) 06 0 W " a Y = LL] o LU O z Lqw zIf w LL z_ w w W z_ LU' z w � z N z U) Q0 U IIJ LUQ > (Y LU ° 0 IIJ � J �Qr V � ® O O N O) o c F- LU a U) JOB NO. 182154 SCALE AS SHOWN SHEET NO. 11 OWTE%TRE MARRIAGE FAHBC OVEMA° 1-7' AT BEEF PAVED SIOIILEfR PAIELQIT .TEAK _ a •_.::-.. .. SWTtlE •.• OUTLET PPE SEE N]R 1 mw.E ON DENNIS MI5) fCOiW1F. XB GLASS MEETING IOU YMBAHLE _W NEMEEMM. OF PAVED 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 P' NCRSTRUClF..3TAH E, FNM µ. SLIP REEBATI PAR CONECIRC KL KCESABLE ELwEH15 OF 4 '3e 64 ppv ed. e FKYLITY THAT Cµ BE µMONIED. ENTEIEp µ0 EYED BY PEDESTRLWs.IF ICCUss RARE Is VJACEXT TO BACK OF ENB. WINIYVY WI.M SHOULD BE B'. SECTION F-F HALF PLAN W IF PEOER."AH VEM WUiES fY NE BEND PWVIGEO.A MINI c ' RAVERSLrEIIX ]•.ry• . 5 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 �� 11/4/21 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 z z o � f U O O U V U NOTES:IF ~o u 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z > 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.Z o a o of C6 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORMO a > SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & u m > > SANITARY SEWER MUST BE PROVIDED. H w z o U 0 J O W W ti V J J < A u Z < < O F_ W � �cc z w w aLn m m LA W � m a Lu J W W CL o_ o 0 ce W w w 1n VERTICAL GRAPHIC SCALE > Inc 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 N ti ti ti CD W N N N v�i 7 � N IN FEET ) 1 inch = 50 ft. C7 A � rl /M� ^ ® C) N co 17+00 27+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 co Z a 11- < RAMBLING BROOK LANE PROFILE N J U� c 770 770 Cn N Q LLI � W J J J > zLL O W W Lii (V Z L1J J W 77 FIRE C! EMBLY PEA Y Q ASSEMBLY Lu >> rl z 06 Lu Lu M (,w�n I ul w V O LU z ATERLINE\k �\ U) Q J~ `� W La PRO BLOW -OFF R J ® O 0 N PROPOSED A7 F m w W a 1n 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 740 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 m N PROPOSED / STD. CD-1 730 � Y m W GRADE 73p w z:3' 6:z' 2A 3 V m O U w ED FIRE HYDRANT m m w 5,0� BLY w/ 8"x6"TEE (:APSOSSEI l7 z J 6A PROPOSED 8"x8"TEE 725 m � � & (3) - 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 2p PROPOSED STORM z � SEWERCROSSING RO NDABOU Q \ YI LD POINT � � PROPOSED 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 \ 705 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 �g°ro 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 730 730 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 L/1 Orl l0 O1 � OD ~ � °° � � � ri � l0 ^� l0 ''� Vl O Vl T d °1 � � t 3 N � � 1n vl v1 1n F S 745 0 745 LOW PT S : 12+03.25 � � 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' � �IN. 730 � �'4 PROPOSED 750 750 FaMe 745 LOW PT STA: 10+ 97. 50 n s 745 L W PT ELEV: 7 8.71 N PVI STA:3.o+8o oo EXISTING GRADE PVI ELEV:729. 6 v K:47 65 HIGH PT STA: 2+62.50 U- p W LOW T STA: 10+15.0 LVC:45.00 HIGH PT ELE : 731.38 z O ¢ O 74 LOW T ELEV:727.91 PVI STA:11 40.0o m J 74 O PVI TA:10+15.00 0, F.' PVI ELEV:? 0.93 p V PVI ELEV:727.86 �� m K:47.6 w O K:z.50 N w w LVC:45. o w= W VC:10.00 v o: _ O 735 l0 O �0 m W N �°� 10f1 °M Nm 735 00, �� + + Hui Hw ow o1J.1 vi; �u V m V w m m 2.00°7 m w / Lu 730 .94° 730 PROPOSED GRADE . o fi 2.00% 3 5' lPOSED VDOT PROPOSED VDOT MIN. PROPOSED 8"x8" TEE STD. CD-2 STD. CD-1 & (1) - 8" G.V. 725 725 PROPOSED FIRE HYDRANT FILL (TYP.) 1 4' PROPOSED STORM ASSEMBLY w/ 8"x6" TEE SEWER CROSSING 720 20A PROPOSED 8" CL. 52 DI WATERLINE 720 PROPOSED 8"x8" TEE & (z) - 8" G.V. INTERSECT14 OF LITCHFORD ROAD (STA. io+ o) 715 w/ RAMBLING BROOK LN (ST . zo+z0) 715 . � r IXI a N ry H N q6 O W .t 01 ul 4 l!1 rj 10+00 10+50 11+00 11+50 12+00 12+50 LITCHFORD ROAD PROFILE LOCATION OF BOLLA (3-75' OFFSET FROM C/ I NTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK L H I G H PT STA: 11+95. z5 HIGH PT ELEV: 763-54 PVI STA:11+70.25 PVI ELEV:763.06 K:17.g6 LVC:50.00 LOW PT STA: 10+15.00 LOW PT STA: to+62.50 IXI m n It LOW PT ELEV:758.1z LOW PT ELEV:759.02 N ,;, H ,, In PVI STA:10+15.00 PVI STA:11+o0.00 w+ r, 770 PVI ELEV:7s8.o7 PVI ELEV:759.77 � w w HIGH PT STA: 27+07.87 HIGH PT ELEV:756-43 PVISTA:z6+75.00 PVI ELEV:756.97 HIGH PT STA: 30+23.25 HIGH PT ELEV:758.49 PVI STA:30+03.00 PVI ELEV:758.26 K:ig.i8 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 MCCOMB STREET - CLING LANE PROFILE A u V Lu w w w z z W Lu770 K:z.50 z v v ul rl VC:10.00 LVC: 5.00 m w N Z ~ J 01l, I V°wN � Fu � +0 �VpN 3o � 765765 u m u w v V m PROPOSED uj w 1. m w m GRADE 1j MILL &OVERLAY EXISTING DRIVEAY 76o 760 4.69% 3 5 - .o o� 2.00°7� MIN. EXISTING 8" DI 2D FOOTER FILL PROPOSED 8" CL. 52 WATERLINE OF ROAD) (TYP.)\ DI WATERLINE STUBOUT 755 ROPOSED 8" - 451 BEND 755 RSECTION OF ROPOSED 8" - 45° BEND REMOVE EXISTING PLUG (STA. to+oo) N (STA. 30+51) XISTING GRADE & TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 75O ry ��., m^ w NO F N '0 ID 00 i0 IkD It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 5 5° INTE DUNNAGAN DRIVE ( RAMBLING BROOK L VERTICAL GRAPHIC SCALE 2.5 5 1° ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ° 25 50 100 ( IN FEET ) 1 inch = 50 ft. 2° r:o LOW PT STA: 10+15.00 LOW PT ELEV:746.94 PVI STA:10+15.00 LOW PT STA:10+53.17 T D LOW E E\' � G HIGH PT STA:1z+33-13 HIGH PT ELEV: 755-33 PVI STA:12+o8.13 PVI ELEV:754 83 K:12.56 LVC:5o.o0 INTERSECTION OF DUNNAGAN DRIVE (STA. 12+75) ;iv�.oy " ' ' ""''Y'"' K:2.50 PVI STA:11+o5.67 N m N m w/CLING LANE (STA. 29+33) 76o 76o PVI PVI ELEV:748.70 00 IxI^`I 00 0) 0 00 0) K:26.38 LV :lo5.00 V ry oi V N S N^ i m % w°+ 1' PROPOSED GRADE I d m > 755 u m u w 2• oho 755 m w j EXISTING GRADE 00 w W PROPOSED VDOT 59 STD. CD-1 3 5' 75o MIN. z:%5' 750 PROPOSED 8"x8" TEE - & (z) - 8" G.V. ;ED VD STD. CD-2 47 745 1. PROPOSED SEWER CROSSING 745 STORM RSECTION OF R0*0 TA. to+oo) w/ (STA. 26+93) PROPOSED ROOF PROPOSED 8" CL. 52 DI WATERLINE DRAIN CROSSING 740 740 ED 8"x8"TEE40A Be (3) - 8" G.V. PROPOSED STORM SEWER CROSSING RAN PROPOSED 8" SANITARY 735 SEWER CROSSING 735 O M Ln S ~O f. m . ,mj tp n Li) n n n ^ IXI n n n n n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 DUNNAGAN DRIVE PROFILE NOTES: 1. ALL FILLTO BE PLACED AT95% 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. INTE LEXI LANE ( BEING BROOK L PROPOS 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. 76o HIGH PT STA: 13+40.00 HIGH PT ELEV: 751.74 PVI STA:13+15.00 PVI ELEV:751.24 ECTION WITH EXISTING 6" DI 5.&V. LOW PT TA: 1o+52.5o :12.39 ¢ w LOW PT ELEV: 737.51 VC:50.00 O �_ W PVI ST :11+05.00 oFCmr-?- o a v w z m PVI EL V:738.56 0 O � 755 K: 6.02 000, + ^ J U. p 755 LVC:lo5.00 ry m yj r u V m V w -J v, i0n� � m '2.00°70 w w EXISTING GRADE 750 m W 750 LOW PT cc STA:1o+15.0 LOW FIT ELEV: 736.81 1.1' PVI TA:10+15.00 PVI ELEV:736.76 6 745 K:2.so PROPOSED GRADE 67 745 5' 0 0100 -1 MIN. PROPOSED 8"x8"TEE m Fuu & (3) - 8" G.V. o w PROPOSED VDOT74 74o 6i > STD. CD-1 0 m w 1.4 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 0 6 2 o0°h 36A FILL (TYP. 735 _PROPOSED VDOT PROPOSED STORM 735 STD. CD-2 SEWER CROSSING RSECTION OF PROPOSED 8" CL. Sz DI WATERLINE TA. io+oo) w/ (STA.z4+03) 1 ' ED 8"x8" TEE & (z) - 8" G.V. 34A 730 In N 1 ci 3) LO O ,0�., 1� N, .t COIXI It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 LEXI LANE PROFILE NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 13+50 14+00 SCOTT/R. CtTLI No. 35791 11/4/21 V/ Z Z J 0Q 0a�_ U CO � w D Z J z U) z ui ~ IJ. C" r r r W N N N 1 7 Q 1 l l\O p N 7 ti �n f V b CV O rn CV < H LLu I..L U) JLu Jry Q Lu'm Q 12 Q LL Q LL W Q Q- Lu Lu z a Q Lu F o w a Ln JOB NO. 182154 SCALE V: 111 5' H: 1" = 5o' SHEET NO. 14 NOTES: 1. ALL FILL TO BE PLACED AT 9S%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 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. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 730 EXISTING G 725 MH-18 STA: o+80.77 RIM' 737.00 PROPOSED GRADE INV IN: 7o6.37TO MH-ig 720 INV OUT: 7o6.i7 TO EX-MH-i7 EX-M H-17 STA: o+oo.00 RIM:73.2.83 INV IN. 705.7o TO MH-18 EX. INV OUT.705.50 PROPOSED 12" YARD - DRAIN CROSSING 710 5D9.1-x k 55 a' �F I I 19'182 3:2' II 705 L g" SDR 26 PVC 76.77 LF Qa o.61% CONNECTION TO 700 EXISTING MANHOLE 01 00 l0 .t 1� N O N H O^ 0 l0 H 00 ci ei ci n N 0+00 0+50 1+00 1+50 2+00 2+50 MH-19 - EX-MH-17 PROFILE INV IN:7: INV IN:7_ INV OUT:7 730 MH-1g _�- STA: 2+82.59 RIM: 725-33 INV OUT: 715-33 TO MH-18 725 PROPOSED 6" WATERLINE CROSSING 720 3+00 76o 715 710 705 700 740 740 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-25 ROPOSED 8" VI, STA:7+11.26 730 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 SDR 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 0• PROPOSED GRADE 715 sN 715 N MH-23 . plo STA:4+47.13 Q- RIM: 7o6.00 '(0 INV IN: 699.2oTO MH-24 710 PROPOSED ROAD CONNECTOR GRADE INV OUT: 699.00 TO MH-zz MH-22 io9 710 STA: 2+80.65 MH-21 RIM: 7102.00 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= 0 PROPOSED 18" SWM'D'v6Q(0$$ol0 G F g M PIPE CROSSING c20�F ]00 � O J 1 u ~ UTFALL 700 00 yy3� 0 �� ^F- 1z in °O ? � O = O > Z > o Z -z w ~i x w Z w 8" SDR-26 P vC. 695 162.49LF C� Z 3% 695 I I PROPOSED 8" SWM'D' 1' 1.8 C. OUTFACE PIPE CROSSING $,SDR"2�g53% 101.53 690 Ego 8" DIP r18"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 '1 O It l0 �n 00 N n �n N m �n 00 N 00 It 'i 0) N O ci o N N M H l0 .t 01 m �t Ol �t In Vl l0 Ol to CT) 01O 01 O N O O 't 6 O l0 O O101 UNn) NMn MMn �Mt l0 l0 ;,0 l0 1 � O O Ol0 0 n cn n •n 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 51 745 745 PROPOSED 8" PROPOSED STORM / WATERLINE CROSSING SEWER CROSSING \ F 53 740 5,6 Zy6 740 O\p 4 ogao 8" DIP EXISTING GRADE 735 y\F 66.5 51.92 LF Qa o.58% 735 01 ^ M 00 M 01 M lq O 't 't l^ 0) MLn Li, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So MH-44 - MH-36 PROFILE MH-27 - MH-20 PROFILE 76o MH-47 STA: 2+16.64 �RIM: 755.67 INV IN: 742.7oTO MH-48 INV OUT: 742.5o TO MH-46 6+5o 7+00 7+50 8+oo 8+5o tTOMH-26 I SCOTT/R. CbLLINSZ K:% No. 35791 � 11/4/21 ATERLINE CROSSING MH-48 STA: 5+69-93 RIM:758.50 INV OUT: 747.0o TO MH-47 760 MH-46 STA:1+68.35 RIM:748.00 INV IN: 741.12 TO MH-47 755 INV OUT: 740.92 TO MH-45 755 M H-45 STA: o+oo.00 PROPOSED GRADE RIM:748.17 INV IN: 741.17TO MH-49 EXISTING GRADE 75 O INV IN: 74o.00TO MH-46 75 0 INV OUT: 739.8oTO MH-EX-g 8 DIP LF i �3% 745 349.29 745 3.5' MIN. 8" DIP 164.35 LF Qa o.56% 740 740 o.g' DIP _8" 44.29 LF Qe 3.120/0 PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 N In ei In �t �t 00 N In 00 00 1� M .t O O 1p M l0 •i M l0 N d H 00 n O N DD �t Li�'t �t m N Vl w 't n � �t 00 � 't Ol L .t � rl 1n � N � In 'i � In 06 � n n n n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 MH-48 - MH-45 PROFILE 4+50 5+oo 5+5o 6+oo z Z O a J Q O U w CID En J Z z in z Lu ~ li 1711 .. .. .. Lu N N N rli 0 N 0 rn N \N Lu die J ® > U) I n D C. W Lu U) Lum Q J 12 O Q LL. (V Lu U) z W Lu ,LrL� V a Q Lu bF 1 w d 1n JOB NO. 182154 SCALE V:III =5' H: 1" = 5o' SHEET NO. 15 765 765 INV IN: 7 EX. 11 CONTRACTOR SHALL PLUG EXISTING 11' MH-EX-g AND INSTALL PROPOSED C( 17 EXISTING GRADE a v 2 0 1- 20 00 0 0 m 30 0 7 MM^ 760 o o � It IN = N° N n ^ Z O o ff 00 M n H = > > N ^ 0 220 iv,o ?Z =HgZ a0^ZO 00 o ¢ 2Ln 755 I--COOxF2» 0 o Z Z 755 F^" M ^ MH-EX-9 i 't d + o6 ^ ^ STA: 0+00.00 a ° ^ ? ? 0 RIM' 748.98 m � > > > 2 Ln E Z 19.67T0 MH-45 PROPOSED GRADE IV. OUT: 739-41 750 PROPOSED STORM PROPOSED SEWER CROSSING OGHOUSE MANHOLE 53 745 EXISTING 745 8" DIP 1 5 INV. IN = 743-79 IVERT INTO g" DIP )NNECTION 1 6z.31 LF Qa o.53% 8" DIP 740 FOR47.78 o LF Qa o.63/0 740 8" SDR-26 PVC 61.40 LF @a 2.25% 3"SDR-26 PVC 77 LF @a 0.73% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 ry O CO M 00 N O O r r rl 0+00 0+50 1+00 1+50 2+00 2+50 MH-51- MH-EX-9 PROFILE MH-39 XISTING GRADE MH-41 MH-38 STA: 5+54.66 STA: 7+51,02 STA: 4+27.62 RIM: 757.17 MH-40 RIM: 756.67 RIM:753.25 INV IN: 747.03T0 MH-40 STA: 6+44.70 INV OUT:749.1 76o INV IN: 741.95 TO MH-39 INV OUT: 746.83 TO MH-38 RIM: 7SS-77 76o INV OUT: 741.75 TO MH-37 INV IN: 748.53 TO MH-41 / INV OUT: 748.33 TO MH-39 MH- STA:2+82.1212 MH-37 755 RIM:747-75 STA:3+31.18 755 INV IN: 735.95TOMH-37 INV IN:735.95TO MH-4z RIM:748.67 INV IN: 739-45TO MH-38 PROPOS D GRADE INV OUT: 735-75 TO MH-35 INV OUT: 739.25 TO MH-36 I PROPOSED 12" YARD MH-34 MH-35 STA: 2+ 8 45 PROPOSED 8" DRAIN CROSSING 750 STA: 0+92.15 RIM: 746.92 / WATERLINE 750 RIM: 741.67 INV IN: 734.7oTO MH-34 PROPOSED STORM 5.6' CROSSING 1 2' INV IN:727.87TO MH-35 INV OUT: z TO MH- o INV OUT: 734 So TO MH 34 SEWER CROSSING PVC .6 7 7 7 3 4'4 g' SDR-z6 41/ z6 P so4.3 2 LF @ 1.09% MH-30 PROPOSED 8" ROOF g^ SDR 5 745 STA:o+oo.00 RI M:737.58 DRAIN CROSSING 1 1 86'03LF 745 INV IN:727.2oTO MH-31 4.8 INV IN: 727.2o TO MH-34 PROPOSED 8" 0\Ca13.9� INV OUT:727.0o TO MH-2g / WATERLINE 1z3 39 CROSSING 740 74p .g 2.49% PROPOSED STORM g SEWER CROSSING 3,2 f8"P 735 735 45.06 LF Qa 7.3zo/a PROPOSED 12" YARD DRAIN CROSSING V8" DIP 5.9, Bolo 43.28 LF Qa 2.43% 730 p\P s ,�� 730 69\'F 13a IF 725 7�5 88.15 LF Qa 0.53% 725 S O l0 � 0 't 00 N m 00 � N a ^ 1� H m 00 O '0 00 VJ u� '+ V) d 01 N N V1 00 M Ol of ' n rl T U1 00 Ol m 00 m ^ O 't •i •i M ,.^ N N 6 l(1 ^ Ol a N � '4 In in I� in 6 0 �0 6 'i Ol � ul Ol m in 6 ^ M ^ ^ M ^ ^ 't ^ ^ ^ ^ ^ ^ 't ^ ^ ^ ^ S ^ ^ ^ ^ N ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0+00 0+50 1+00 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 755 750 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MH-41 - MH-30 PROFILE MH-26 I I STA:o+oo.00 MH-29 RIM:733-75 STA: 2+11.07 INV IN: 723-45TO MH-28 RIM:737.92 745 INV IN: 723-45 TO MH-27 INV IN: 726.2o TO MH-30 INV OUT: 723.25 TO MH-25 INV OUT: 726.00 TO MH-28 MH-28 STA: o+65.71 740 RIM: 735-50 INV IN: 724.03 TO MH-29 INV OUT: 723.83 TO MH-26 735 730 PROPOSED 8 WATERLINE C VERTICAL GRAPHIC SCALE 725 H 11 5 o 20 g" DIP 6 LF 1.39% 8" DIP 14i•3 61.71 LF @a o.62% ( [N FEET ) 1 inch = 5 ft. 720 HORIZONTAL GRAPHIC SCALE m C � 50 0 25 50 100 200 ^ � M ^ M n M M M ^ kD M ^ ^ ^ ^ ^ ( IN FEET 0+00 0+50 1+00 1+50 2+00 1 inch = 50 ft. STING GRAD MH-30 STA: 2+77.77 RIM: 737-58 INV IN: 727.2oTO MH-31 INV IN: 727.2oTO MH-34 INV OUT:727.00 TO MH-29 SED STO CROSSIP 2.1' - 8" DIP 62.71 LF C 1.28% 5+50 6+oo 6+5o 7+00 MH-32 STA: 5+15.86 RIM: 749-50 INV IN: 743.7o TO MH-33 INV OUT: 743.5o TO MH-31 MH-31 STA: 4+56.78 RIM' 745'83 INV IN:739.03 TOM H 3- INV OUT: 738.83 TO MH-30 C, (015 ^ g rl M mC6 INM rl 2+50 3+00 3+50 4+00 MH-33 - MH-26 PROFILE a, SORE 3 2 1011° pL, tiro 5 S��F Sho N cl `y ^ N N 00 00 n rl ^ ^ 0 N ^ ^ 0 M ^ ^ ,y ^ 4+50 5+00 5+50 6+oo 7+50 i7TO MH-40 MH-33 STA: 6+21.56 RIM: 752.00 INV OUT: 747.00 TO MH-32 6+5o 750 745 740 735 730 725 720 SCOTT/R. CtTLLINSZ No. 35791 i�l 11/4/21 _i a Z Z o O� m C1 J F01 z o ¢-, F Q u ` cn z o o N ti ti ti Lu N N N n � v N 7 ti 0 rn Adv C`7 ® Cri C3) N 4 M z � Qi U C:) J Ila- CY) N Q LJ cl� L/) J J W J Q J z LL Lu L~L OJ (V LLB Q w (f) Lu U Q l!1 W FD Lu z Q ulU' Lu z z LU W � z U) a J~ `r) F- LU Lu JJ ® C) C) N u bF 0 W uu p 2 d Ln JOB NO. 182154 SCALE V:III =5' H: 1" - 0' SHEET NO. 3.6 0 0 O 0 0 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 > a0 0) IF- N i U) FZ I i�ZO F a» in FZZ _ M °/ p - 12 R�z17 141 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 o+oo 0+50 1+00 00 v�i 00 m Ol ,^yi A 0 M ^ ^ m 1+50 2+00 2+50 STR-26 - STR-12 PROFILE o EXISTING GRADE 30 J STR:zo VDOT STD. DI-36 (L=8') 11 STR:8 VDOT STD. DI-313 (L=io') °r° TP=728.42 m rp TP=715.58 0 600 INV IN: 721.18 TO zoB 0 0 O INV IN: 709.83 TO 10 p > O INV IN:7zz.5o TO zz o N INV IN: 7o8.10 TO 8B � M INV OUT: 721.o8 TO 18 735 INV OUT: 7o8.00 TO 4 ° a 720 -mp 0 Q R ^ > ^?0F Q ^ N > o �^ ^Zo 11 o 00 N ^ LnZ z 730 z Z 730 _4 715 715 - PROPOSED GRADE ROPOSED 8" WATERLINE CROSSING ROPOSED 8" WATERLINE CROSSING 7254 725 710 710 PROPOSED GRADE 1. z' 15" RCP 720 720 705 28.04 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 Ol a N CO ^ N ^ 0+00 0+50 STR-20B - 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' ]00 695 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 � M m � o+00 0+50 �O Q O m F Fm un 0.)o O mm^ 0Co of > 0) "�z0 � L>> LF ZZ m M Q o � W Q F 000 M O oo N o O °0 m oo ^ 0 ��F 00 ^Z -0 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% N ^ Ol 0 0 0 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 000c� > u? �F M o ^Zo F a>> LnFzz m m 0 m O o-" 0o F 00 Ln F N V O It N p N 3 0 ^ > o F N -Z ZO Ha»> LnFzzz z4 RCP •68% LF C� NG GRADE iD J m M N 0 � NO 00 0 0 O0 ,6 N p 0 0 ^ > o �' zO 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 Uc 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 Vl I �t d ^ �t rl ri t0 N m N N M Ol W N °° �t O1 lD .i lD M V° ~ O �t ^ N O ei 'i N 'i 'i M H �D O ,y lD O 6 N •i •i M 0) ry H ^ N O1 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 � Q m °v, m O STR:3zB VDOT STD. DI-3B (L=io') o O 000 ~ TP=738.z5 Ln o °o INV IN' 7z9.77TO34 O w p N o ° N INV IN: 733-5o TO YD-z 0 oo 0>�^CNO0m INV OUT: 7z9.67TO3z m ° 0 N�zzz0 °'tF o75O ^---F ~ a z z z z STR:30 VDOT STD. DI-3B (L=8') STR:36 VDOT STD. DI-3B (L=8') Ln 0-z °,�---- 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 � 11/4/21 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 CID m N 690 � Q 04 Cow J VJ N Q o > Ld 0 Ln J J W > z J � L9O Lu < w w 750 Q LLB Q w Y = Ln Lu 745 z Lu ED 8" WATERLINE CROSSING ul F_: C)� ul) (n Lu 740 w � z 735 ~ Q Mimiw 15" RCP � w 15 RCP25% 33.z4 LF Qa 1.zo% J LF � Q � 16y'S3 � 730 ® o 15" RCP ON omzz.1' z4" RCP z4" RCP 33 57 LF Qa 1.1g% 424CP 174.39 LF @ 0 5z% z7.7z LF Qa o.54% 47-57 LF Qa o.88% 18" RCP PROPOSED 8" SANITARY 36.83 LF @a o.62% SEWER CROSSING 725 bF N lD M M N M O1 M d ci 0) 01 ry ^ ^ Vl ^ 01 "+ W O ei N M O 00 00 N W d O W ul ^ 6 Ol ,� m '4 ^ � ^ W ^ CD lD ^ O Ol 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 m INV IN: 737.6o TO 36B 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 >o M^F INVIN:730.6oT038 � ��.. � �zo INV OUT:73o.5oT034 Ln Z Z 0 U 0 0 E 0 6 76o J m M mw Q Ww0 m 0 0 n ~Lo n755 vn Q OD tN wN ul Q ^'t' X0c) �Z 0 " 'tzzz EXISTING GRADE r, III o '� O> >>tD �F„�zzz 750 �,a-zww II 745 II II I� 740 735 ys' RCP y76.53 LF C 1.12°h 68 VDOT STD. DI-313 (L=6') TP=754-75 INV IN: 747.5o TO 68B INV IN:749.75 TO ROOF-13 INV OUT: 746.00 TO 66 O Ltl Ln fl ^ N M 0 N ^ Ol M n It n n ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LSTR-68B - STR-EX-32 PROFILE O 0 N I I J_ J = N ID 10 U M a ,Vy1 m °v lV+'1 0 0~ Q m� Q '0�°00 0 0 Q`o 7-m Q l0 O V1 F F N Q �0 Oa^ � O O F p Q tD O F o � Ln M F O O QOO > O 't ^ lON O O p^ > CO > 0 ^r,F Q > 06 ^ p O So 76o a >>> � F^ � 7 70 o° o Z m r O 4 > O o L^ ^ 60-zzz n a » F>-" zQ ^_O o't GRADE F? :4T 10 n F- ZZ 1 j> z3 OEXISTING F ZZ zz S�5 NV IN YD `nF 750 50 -4 INV OUT: 748.17 TO 48 755 755 ROPOSED 8" PROPOSED 8" WATERLINE PROPOSED GRADE WATERLINE CROSSING CROSSING 750 2.7' 750 18" RCP b5" RCP 745 99 Sz LF Qa o.56% 34.7o LF @o.6g°/a 745 ^ O N aLn 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 - PROPOSED 6" WATERLINE CROSSING 750 755 15" RCP 33.59 LF Qa 1.49% 750 m � m Ln ^ ^ ^ o+o0 0+50 STR-4613- STR-46 PROFILE 755 PROPOSED G 20POSED 8" WATERLINE - CROSSING 745 M d m 00 m ^ ^ o+00 GRAD 755 750 11 r \_ RCP 48 48.z5 LF Qa 1.04% 24"RCP 56.66 LF Qa 0.71% 745 0 W n n L, 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 74, p nm 0 Q YO STR:50 VDOT STD. DI-3B (L=1o') 0 u F TP=749.00 0 0 INV IN: 741.52 TO SoB Q o INV IN: 743-50 TO 52 m 9 4�r INV OUT: 741.42TO28 ?zp 750 Ln F- z z 750 T PROPOSED 8" WATERLINE OPOSED GRADE CROSSING 745 745 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-3B (L=8') TP=754-75 INV OUT: 747.75 TO 68 755 PROPOSED 8" WATERLINE CROSSING 750 15" RCP 745 34.86 LF Qa 0.72% 1.15 • •• 740 735 4+50 STR:40 VDOT STD. DI-313 (L=8') 760 Q Ci �o O Ln 0 F o a 0Q O a� 755 > (n�~ EXISTING GRADE w a > =O �ZZ 750 24" RCP 61.03 LF @ 1.23% INV: OUT=743 75 745 PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED OUTLET OUTLET PROTECTION w/ FILTER FABRIC UNDERLAYMENT (L=20', W1=6', W2=12', D=i.5') 740 TP=747-50 INV IN: 739-43 TO 4oB INV OUT: 73933 TO 28 760 °° J m T m 0 00 Q ax0 Ln OOF 755 Ln F F �0 2 0 W m O1 N I� O O O �nm't > O m `n��F OOOF o EXP v, FFF0�zz0 G 0 (10 v^ H a>>> u,Fzzz 750 Q 00 O°°cn^ >� �� oN°. ^ZZZ=O Ha»» 1nFZZZZ 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 )POSED 8" TERLINE 2. y8RCP LF � 10o.34 2411 RCP 3.2 27.69 LF Qa 1.16% PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 54.76 LF @ 1.52% O J m 000 0 Q-aam0 It 01 oo F 0 O N N H Ql a) m Q > N M t Ln^ 0''t't'tr It ^ z Z Z 0 F a»» 1„Fzzzz N O M ,y 1� O n 0 ^ o+o0 0+50 00 J STR:6o VDOT STD. DI-3C (L=6')00 m N N TP=755.08 J 0 . N LL ii s INV IN: 747.5o TO 62 m o O 0 ID INV IN TO 6oB "' 0 O STR:64 VDOT STD. DI-3B (L=8') in w x O- INVOUT:747.17TO58 I O TP= 6. OO o F INV IN: > � STR:58 VDOT STD. DI-3B (L=6') V) O F m TO 67B 749 43 4 > q) 9 m o^ TP=755 58 F- m a INV OUT: 74933 TO 62 m ? Ln? 60 INV IN:746.85T06o _ ^ v z Z O INV OUT: 7746.75 TO 56 �� a j D Z� vIHZZZ STR:56 VDOT STD. MH F--10fFL-L- z z TP=75z.67 755 INV IN: 746.43 TO 58 INV OUT: 74633 TOT PROPOSED ROPOSED GRADE WATERLINE CROSSING 1 z 750 mmm ji5" ys' RCP i34.83 LF @ 1.04% 24, RCP 5/ RCP 32.18 LF Qa 1.03% 138.65 LF 1.20 24" RCP z4" RCP 48.14 LF Qa o.66% PROPOSED 8" SANITARY 44.05 LF Qa 0.73% SEWER CROSSING .t tN O N 1p 0 ^ 0 N N ci .tCO n ^ n ^ n Ln^ Ln 't^ 't^ 't ^ 23] 1+STR-64B - SWM FACILITY IBI PROFILE 2 m .fit 0 F 2 S Ln 00 DO 0 F- Q N �?^ F O N ^ '0 ^IMF Q O O Imo^ nz ?O > F F a > > > 1�ZZ� nFzzz 0 F a > > > 760 STR:z8 1n FZZZ INV I INV I INV I INV 755 GRADE a, RCr 60 y Qa 3' yyy y6\S In 1� N 00 N O 0) N 00^ 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 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. onfIJ 750 18" RCP 58.26 LF Qa 1.72% 745 DOSED 8" SANITARY ER CROSSING 740 O) Ln m ^ ^ 3+50 735 730 725 76o e0i SCOTT/R. M-LLINSZ No. 35791 � 11/4/21 L15" RCP L 27.68 LF @ 1.16% < 745 Z 0 C O� H Ln m D Q J C 740 I�1 ` O F z u o 0 > w u ci a ^ n O u C c u u 4+50 5+00 , 76o DI-3B (L=1o') m STR:Sz VDOT STD. DI-313 (L=1o') STR:52B VDOT STD. ao TP=755.25 TP=755.25 0 0 �� INV IN: 748.02 TO 5zB INV IN: 751.00 TO ROOF-8 O O INV OUT: 747.92 TO 5o INV OUT: 748.25 TO 52 755 N L, 6,'t 755 0 p O N M^ PROPOSED 8" VDOT STD. MH v ? z Z 0 WATERLINE TP=746-58 a > > > z z z CROSSING N: 740.25 TO 50 1n F N: 728.00 TO 30 750 N: 738.5o TO 40 1.z' OUT: 727.00 TO PROPOSED GRADE 745 15" RCP 745 y 127.63 LF Qa o.83% �F y63 33 / / 417' 740 740 RCP 18v y82% LF � XISTINGGRADE 64•y6 PROPOSED 8" SANITARY SEWER CROSSING 735 735 730 730 725 725 V) N N S n S M ,M ^ N W 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. o Lu N N N m 7 o r N N 7 _m C`7 ® AlV CID Cn N M z o J m � N Q Lu J 111 J Q W � J_ LLJ I--1 L : 0 113- Q LLJ W `'1. Q W Y = u) G � z � w O ul (n Lu DC � w z a W W JJ Q � ® O O N u bF 0 w o x Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. 10 wo 4 / - �/ __ --- _ _ - En / _ / wo woo ago -W/ OT Lor 68B w --T-w \ o - f f - - - + ♦ ♦ / �, \ \ �'Lor Lor LOT ysy ysz ■ I i ' - --_ -_ - � � � � � �_ -_w � -� - � O O ♦ 1♦ / LO y48 y49 ys° 1 ` -. - i J / // \Q T in U LOT /y46=- � -- '- z> Q Y Lo ROOF 10 9 - - - -- MCCOMB STREET _ o o as xc 0 1 'y y _. y43 � � ' - -- - / 4 or ua ♦ ROOF 68~- ♦ / ❑ \ / ` or Lor u ; ' ♦ ---- z-- --- _ \ \ j z z mow \ I ` Z O O _ U willilli� O \' O _ ♦ \� ' / \ # '� �ANE ROOF-13 S00% `\\ \\ ' ,,, �F�T� \ z _j � woo4 IN_ \ \ o w Q Q / / 86 L G .r I F�1 - ❑ \o Fn J --- - _00ill'U 00 DRAINAGE DIVIDE TYP. _ /❑_ram 4g �- or I'� ✓ ❑ IO)w Q Q /❑ (_ -- - - J �` - 4. �'-- LOT LOT \, , mil. Q Ly w / - _ -- ! �- / 1 ys6 yss = -. i \ \\ LU �ti� - .. 3 LOT LOT ysg - I / _ -' \ I 1 d w w �"C o CULVERT-i t eT I ez e e° ys9 YD-zE \- La w w ♦ K LOT :,. _ - � � ��\ w �/ '/ 11 - G�ANE --_ \ \ / �� ♦ / 1 /'`� �°$ Z;' LI, �Leol 1/ 11v v� / --- 411 /// 3 3 - = or YD-zF y I N .. .. .. 3 m - YD-z6 S �� Fes, y34 YD- G - - - 3 Lor �: I - - y79 \ N N LOT u / ' LOT � P � � / -o � / I 11 73 �7�, Lor / y a A j - - / -1 _ yi � y 75 7 � i I I / . ' Y 6C O / LOT Lor I Lor LOT Lor 1 I, L 1 14 � � YD-zAl I v A � �v �or yz a 3 3 OT ROOF z \ -_ LOT O y L � 77 _ �V / yz4 yz5 3 � RAINAGE �`��/ / � { - _1 - � 1 _ 38 \ ,►\\ / / // 1 � � _' - LOT `, ROOF-8 � ROOF 7 - -- I \ � -3_ / I ' Lor LOT yya - - / � / ------ - YD-z � 34 I \ Q❑ �m � - --' � Cn s - ' / / YD-6 or yy3 . jr r - -•,, -_ - �, - 3zB B - �L _ \ \ /' / - or yyz SzB m .► _ ❑ 34 _ --- v �� /y -- - / / / / - --' - LOT 1 '. ny � � - _�-. 1 ° _.. - _.__.-- - - _ . -_/- -•__. - - - - - ____- _____- - LOT - v z \ / ❑ ,, _- for �_ �_ -- _ -yam -- � L �-�1 F --_„ s9 p_lg \ All .�r, o - -- ❑❑ ♦- OK - ' G B z - - - Rq Lor / / LAN 3 6° _ \ y° ROOF-1z M I- - "-< '�< /Lj ig / � // � oT y°6 yob -- -- ✓� i a A LI_- _ - - •_ _ _. �- B��^' ' � �y. � ;./ _ - - 57 N // \ / /❑ / \ r' \ Lor ° �oT L� ' - j _. � R- g RO '_ E - -- S L o' Lor / o. / ', � oT � 4 \\ °3 ' � N 5 ----- 3z I OO / 6y/ T { 4 4 �, Co z LOT / or 'T ' '� ` - _._ ,. _ n -.♦ _----_-:�.. --- ��-- '__1"■ �^�lTJT a4^I fi3 6 - LOT 9 O� Jy - 1 • _ - p _ ' \ 1-_ ■�T 8 r'\ zys� Sy LOL• a3"-■ "'' Ir N J\\ -- -- - T' ZeT ' t '• 6 � � ❑ Lo - 6oB se'. a n 6 „n T\ / / oT / y \ 4 L� - - �' 89I _� -- - --- - i 'LOT } / � / Y.;,i .� or / V N Ca \ / Soo 93 94 95 WTUT 98 / Alfr- - -- ®®00�®00000®00000 �® 9q®�600�� ®®®®®000®®®® i/ OOOC o® -- �\ I \ \ \ - - - L - - - -----1 ----- _ \ I - ❑ �` OSCOTT R. LINS'Z `\❑ \ \ \ - - ---------- - - - - - - - - - - - - - _ - -- ---__--- U No. 35791 /--1 /' I❑- --- -� --- --- - _ - \ 11/4/21�4 1 ONAL / \ /- - - - - - - - - - \ / _ _ sun --- oop i/ I ROJECTBOUNDARY(TYP.) / / ❑ ---i . � / 900 -- / YD-4C - / Structure Area (Acres) Cw t° (Min.) 54 0.09 0.45 6.0 58 0.14 0.70 6.0 60 0.14 0.75 6.0 60B 0.43 0.80 6.0 60D 3.42 0.45 11.0 62 0.20 0.75 6.0 64 0.26 0.75 6.0 64B 0.20 0.80 6.0 YD-6 0.17 0.50 7.0 YD-6A 0.20 0.55 7.0 YID-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 0.07 0.90 5.0 I I I I ❑ I I I I I _ I I I ❑I I - I Stmcture Area (Acres) Cw t° (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 / YID-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 Y1D-3E 0.41 0.55 7.0 YID-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 YID-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 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 1 0.90 5.0 --- J too' WPO BUFFER v - v �v v� - / �y < 3i! A o - \ --- __ _- � \� .,� y \.i LOT too-YEARFLOODPLAIN J Q __��-�®Oa®�-�-�� \\\ _ _. __---: ❑ � ,/_ -\ '_ _ ....\- � / 7� / � � � �, '" P,�;.:r (� LOT s� V y' PROJECT BOUNDARY (TYP.) -__ v v //L� /� 8 "� s or W r ODO ��___ \'\� / �\o \�-,.-- ®®'000000-- ...\ 6 '> LOT 1 1 1 ) �' / L9 - - oo. ®.. \\ /' LOT \ l L1 67 n LAB \ _ - 00 __ " V LOT \ .. _ �,/, Q EXI STI N G STR EA �v � o 66 v y/ � moo®0000 \00o \ \ ® LET Y LU \ \ \ \\LU LU LU a >\ H Z L j Q F <L i J LU o ®® / / 11 Q /// ®®o®f o ®oo 1� Idl II III I III I ., O ®%�00a® N ®®® o®� b w 0 / i o w o Ln G P SCAL v `v vvAv v v v l�v ®00000y // DI I JOB NO. \ \ \ ❑ `\ ` \ \ \ \ \' - O®® 6® i 6 zo SCALE ®I i i I 182154 \ \ \ \\ \ \ \ \ ® I I ' ' jd O/ \\ \\ I ® ®® 1 la ICI, I� SHEET NO. Structure Area (Acres) Cw k (Min.) 8 0.13 0.75 I 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-1A 0.16 0.60 6.0 YD-1B 0.10 0.55 6.0 ROOF-1 0.06 1 0.90 5.0 inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 68B o for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100%capture is required at 6.5inlhr gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. * gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth 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 4/26/21 �Q o��SSIONAL E�Gt Z O (�� V/ W Ce o r CL w o Z O a g .¢. F- Z .. H w O U U ¢ ciS o > z O U w oe ¢ ma J ¢ K w a V) w ZZ w g f O U O p of z O V J � ¢ E w on W a w � W W ¢ o N .-I N N L9 C`7 a� co N M C:) u� N � / J J > w H O 10�t Q U Y LU W W J LU J� �Q V N O O z J 0 QL J Q z F� L N U) Q z (D `J z w J O a z O Q J V Q V 0 z F w Ln JOB NO. 182154 SCALE N/A SHEET NO. 20 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capaci INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c. � n o W � i. O Q a U C c d o o c o N � c � r o � a 33 � 0 Q � o ° o 3 v, C O � � C r= N II II � � E 0 ii > � d ti � o 0 o rn rn 3 w ni in in ui a o cf0i � 8 3B 10.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0676 0.0200 2.0 0.0833 4.1650 3.93 0.95 3.5192 0.1466 0.1593 8.40 1.19 1.00 0.63 0.00 8B 3B 10.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0676 0.0200 2.0 0.0833 4.1650 3.81 0.96 3.5192 0.1466 0.1608 8.08 1.24 1.00 0.59 0.00 10 3B 70.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0936 0.0200 2.0 0.0833 4.1650 3.70 0.97 3.5192 0.1466 0.1622 9.16 1.09 1.00 0.63 0.00 12 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0551 0.0200 2.0 0.0833 4.1650 3.70 0.97 3.5192 0.1466 0.1622 7.00 1.14 1.00 0.49 0.00 12B 3B 10.0 0.26 0.55 0.143 0.93 0.00 0.93 0.0551 0.0200 2.0 0.0833 4.1650 4.71 0.90 3.5192 0.1466 0.1520 9.55 1.05 1.00 0.93 0.00 14 3B 6.0 0.09 0.75 0.088 0.44 0.00 0.44 0.0214 0.0200 2.0 0.0833 4.1850 4.25 0.93 3.5192 0.1466 0.1564 5.15 1.16 1.00 0.44 0.00 16 3B 10.0 0.32 0.75 0.240 1.56 0.00 1.56 0.0120 0.0200 2.0 0.0833 4.1650 7.61 0.70 3.5192 0.1466 0.1226 8.54 1.17 1.00 1.56 0.00 16B 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0120 0.0200 2.0 0.0833 4.1650 5.27 0.87 3.5192 0.1466 0.1476 5.06 1.19 1.00 0.59 0.00 20 3B 8.0 0.24 0.60 0.144 0.94 0.00 0.94 0.0200 0.0200 2.0 0.0833 4.1650 5.71 0.84 3.5192 0.1466 0.1432 7.32 1.09 1.00 0.94 0.00 20B 36 8.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0200 0.0200 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.1466 0.1476 6.66 1.20 1.00 0.78 0.00 22 3B 8.0 0.20 0.40 0.080 0.52 0.00 0.52 0.0200 0.0200 2.0 0.0833 4.1650 4.58 0.91 3.5192 0.1466 0.1534 5.49 1.46 1.00 0.52 0.00 26 3B 12.0 0.09 0.40 0.036 0.23 0.00 0.23 0.0694 0.0200 2.0 0.0833 4.1650 2.69 0.99 3.5192 0.1466 0.1652 5.45 2.20 1.00 0.23 0.00 30 3B 8.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0378 0.0200 2.0 0.0833 4.1650 4.62 0.90 3.5192 0.1466 0.1520 7.71 1.04 1.00 0.73 0.00 32 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0285 0.0200 2.0 0.0833 4.1650 5.81 0.83 3.5192 0.1466 0.1417 9.00 1.11 1.00 1.17 0.00 32B 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0285 0.0200 2.0 0.0833 4.1650 5.81 0.83 3.5192 0.1466 0.1417 9.00 1.11 1.00 1.17 0.00 34 3B 10.0 0.25 0.80 0.200 1.30 0.00 1.30 0.0200 0.0200 2.0 0.0833 4.1650 6.46 0.78 3.5192 0.1466 0.1344 8.73 1.15 1.00 1.30 0.00 34B 3B 6.0 0.12 0.70 0.084 0.55 0.00 0.55 0.0200 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 5.63 1.07 1.00 0.55 0.00 36 3B 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0599 0.0200 2.0 0.0833 4.1650 3.68 0.97 3.5192 0.1466 0.1622 7.26 1.10 1.00 0.50 0.00 36B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0599 0.0200 2.0 0.0833 4.1650 4.23 0.93 3.5192 0.1466 0.1564 8.68 1.15 1.00 0.73 0.00 40 3B 8.0 0.19 0.80 0.152 0.99 0.00 0.99 0.0200 0.0200 2.0 0.0833 4.1650 5.83 0.83 3.5192 0.1466 0.1417 7.54 1.06 1.00 0.99 0.00 40B 3B 8.0 0.17 0.80 0.136 0.88 0.00 0.88 0.0200 0.0200 2.0 0.0833 4.1650 5.59 0.85 3.5192 0.1466 0.1446 7.10 1.13 1.00 0.88 0.00 42 3B 10.0 0.13 0.80 0.104 0.68 0.00 0.68 0.0524 0.0200 2.0 0.0833 4.1850 4.22 0.93 3.5192 0.1466 0.1564 8.09 1.24 1.00 0.68 0.00 50 3B 10.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0378 0.0200 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.1466 0.1476 9.21 1.09 1.00 1.07 0.00 SOB 3B 8.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0378 0.0200 2.0 0.0833 4.1650 4.73 0.90 3.5192 0.1466 0.1520 7.92 1.01 1.00 0.78 0.00 52 36 10.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0378 0.0200 2.0 0.0833 4.1650 5.05 0.88 3.5192 0.1466 0.1490 8.61 1.16 1.00 0.93 0.00 52B 36 10.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0378 0.0200 2.0 0.0833 4.1650 4.85 0.89 3.5192 0.1466 0.1505 8.78 1.22 1.00 0.83 0.00 58 3B 6.0 0.14 0.70 0.098 0.64 0.00 0.64 0.0184 0.0200 2.0 0.0833 4.1650 5.02 0.88 3.5192 0.1466 0.1490 5.93 1.01 1.00 0.64 0.00 62 3B 8.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0105 0.0200 2.0 0.0833 4.1650 6.55 0.78 3.5192 0.1466 0.1344 6.38 1.25 1.00 0.98 0.00 64 3B 8.0 0.26 0.75 0.195 1.27 0.00 1.27 0.0105 0.0200 2.0 0.0833 4.1650 7.22 0.74 3.5192 0.1466 0.1285 7.31 1.09 1.00 1.27 0.00 64B 3B 8.0 0.20 0.80 0.160 1.04 0.00 1.04 0.0105 0.0200 2.0 0.0833 4.1650 6.71 0.77 3.5192 0.1466 0.1329 6.59 1.21 1.00 1.04 0.00 66 3B 6.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0100 0.0200 2.0 0.0833 4.1650 5.48 0.85 3.5192 0.1466 0.1446 4.87 1.23 1.00 0.59 0.00 66B 3B 10.0 0.62 0.45 0.279 1.81 0.00 1.81 0.0100 0.0200 2.0 0.0833 4.1650 8.34 0.65 3.5192 0.1466 0.1153 8.94 1.12 1.00 1.81 0.00 68 3B 6.0 0.07 0.80 0.056 0.36 0.00 0.36 0.0438 0.0200 2.0 0.0833 4.1650 3.46 0.98 3.5192 0.1466 0.1637 5.75 1.04 1.00 0.36 0.00 68B 3B 8.0 0.24 0.40 0.096 0.62 0.00 0.62 0.0438 0.0200 2.0 0.0833 4.1650 4.24 0.93 3.5192 0.1466 0.1564 7.41 1.08 1.00 0.62 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr Tor spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a'. c t0 � � d d +C � O O N � � � O O p C O U L N I° $' m c � a E � m � o � 3 rn x � E b N Q " ¢ a > U C'J d d rn left 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 right 0.14 0.75 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 7.42 48 3C 10.0 combined flow 0.6 0.07 0.162 3.70 Maxim um allowable spread=8.75' left 0.18 0.75 0.135 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.15 right 0.18 0.75 0.135 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.15 48B 3C 10.0 combined flow 1.1 0.11 0.231 5.30 Maximum allowable spread = 8.75' left 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 right 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 60 3C 6.0 combined flow 0.4 0.07 0.155 3.56 Maximum allowable spread=7' left 0.21 0.80 0.168 0.67 0.00 0.67 0.0010 0.0200 2.0 0.0833 4.1650 8.85 right 0.22 0.80 0.176 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0833 4.1650 9.00 60B 3C 12.0 combined flow 1.4 0.11 0.248 5.69 Maximum allowable spread = 10' INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c +r rn d N � N OI U � 2 a � � � c C � m w � a N r O N O `ry r N t � U .�... O C �' u o o c 0 m t t D m o o D_ � N � � (6 m a � � 'c g 3 `m o m o m rn x c O £ p` c° « � rn U L E j rn K a O O N 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 Design Storm Year = 10 Design Storm Year = 10 T OF �� SCOTT R. LINSZ U No. 35791 � �1 4/26/21 �Q oSSIONAL E�Ot POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN RUNOFF INVERT LENGTH ZZ O W O a L Z z O ce Q m � .¢. F Z H w 2 O U U ¢ oi5 O > Z O U w ¢ m J ¢ K w a w w z w g O U O p > df z O U J ¢ E w m a w a p w In > w Design Year: 10 Project: Pleasant Green -Phase H Job #: 182154 Prepared by: AML, PE w ¢ p o r N .i N N N N 7 C`7 ® M N co M Lj o c) N % J ®- > �, w n. � U Lr Y Lu zw _ � J w JJ rQ V O N ® O z J Q 0 J Q z � I N UJ Q z LL z w bF O a I ^ z O Q J V a V w 0 z w U) JOB NO. 182154 SCALE N/A SHEET NO. 21 STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 16B 0.12 0.75 0.09 0.09 6.00 6.35 0.6 16 727.50 727.27 28.26 0.0081 15 5.8 3.0 9.4 16 0.32 0.75 0.24 0.33 6.16 6.30 2.1 14 727.17 726.10 104.11 0.0103 15 6.6 4.7 22.2 14 0.09 0.75 0.07 0.40 6.53 6.20 2.5 12 726.00 724.42 90.62 0.0174 15 8.5 5.9 15.3 12 0.10 0.75 0.08 1.30 9.23 5.53 7.2 10 719.58 718.00 93.89 0.0168 24 29.3 7.6 12.3 10 0.13 0.75 0.10 1.40 9.44 5.49 7.7 8 711.50 709.83 93.37 0.0179 24 30.3 8.0 11.7 8 0.13 0.75 0.10 1.82 9.63 5.45 9.9 4 708.00 707.75 12.54 0.0199 24 31.9 8.9 1.4 4 0.00 0.90 0.00 1.82 9.66 5.44 9.9 2 707.00 703.93 133.85 0.0229 24 34.2 9.3 14.4 2 0.00 0.90 0.00 1.82 9.89 5.39 9.9 SWM D' 703.83 703.00 46.37 0.0179 24 30.3 8.6 5.4 8B 0.12 0.75 0.09 0.32 6.49 6.21 2.0 8 708.33 708.10 28.04 0.0082 15 5.8 4.3 6.5 26 0.09 0.40 0.04 0.04 8.00 5.81 0.2 24 727.17 727.02 29.74 0.0050 15 4.6 1.8 16.1 24 0.00 0.90 0.00 0.04 8.27 5.75 0.2 22 726.92 726.68 27.74 0.0087 15 6.0 2.2 12.6 22 0.20 0.40 0.08 0.12 8.48 5.70 0.7 20 726.58 722.50 147.12 0.0277 15 10.8 4.7 31.2 20 0.24 0.60 0.14 0.43 9.00 5.58 2.4 18 721.08 720.85 22.32 0.0103 18 10.7 4.8 4.6 18 0.62 0.40 0.25 0.68 9.08 5.56 3.8 12B 720.75 720.60 20.90 0.0072 18 8.9 4.8 4.3 12B 0.26 0.55 0.14 0.83 9.15 5.55 4.6 12 720.50 720.25 27.78 0.0090 18 10.0 5.5 5.1 20B 0.15 0.80 0.12 0.17 6.00 6.35 1.1 20 721.50 721.18 27.68 0.0116 4.1 6.8 M127.8 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 4.9 13.4 YD-lA 0.16 0.60 0.10 0.15 6.22 6.29 0.9YD-1 711.33 710.33 47.80 0.0209 5.2 9.2 YD-1 0.15 0.55 0.08 0.23 6.38 6.24 1.5 8B 710.33 709.50 41.30 0.0201 12 5.5 5.9 7.0 INI.EF STATION OUTLET WATER SURFACE ELEV L. Do Q. ZW Ss, He JONCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV V. Ho GIN Vry Qi*VI V; /2g H; ANGLE He Ht 1.3Ht .SHE 722.32 27.68 15 1.10 0.000 0.01 0.9 0.0 20B 0.00 0 0 0.00 NA N/A 0.01 722.33 728.50 721.45 27.78 18 4.58 0.002 0.05 2.6 0.0 12B 3.8 2.1 8.148 0.1 0.03 11 0 0.05 NA 0.03 0.08 721.53 730.58 721.80 20.90 18 3.79 0.001 0.03 2.1 0.0 18 2.4 L4 3.319 0.0 0.01 76 0.01779 0.05 NA 0.02 0.05 721.85 729.00 722.05 22.32 18 2.42 0.001 0.01 1.4 0.0 20 1.1 4.1 4.488 0.3 0.09 75 0.15631 0.25 NA N/A 0.27 722.32 728.42 723.50 147.12 15 0.66 0.000 0.02 0.5 0.0 22 0.2 0.2 0.036 0.0 0.00 24 7.2E-05 0.00 NA 0.00 0.02 723.52 731.92 727.68 27.74 15 0.21 0.000 0.00 0.2 0.0 24 0.2 0.2 0.036 0.0 0.00 37 0.00013 0.00 N/A 0.00 0.00 727.68 734.25 728.02 29.74 15 0.21 0.000 0.00 0.2 0.0 26 0.00 0 0 0.00 NA N/A 0.00 728.02 734.25 709.50 28.04 15 2.01 0.001 0.03 1.6 0.0 8B 1.5 5.9 8.56 0.5 0.19 0 0 0.20 NA N/A 0.22 709.73 715.33 704.60 46.37 24 9.89 0.002 0.09 3.1 0.0 2 9.9 3.1 31.14 0.2 0.05 51 0.07235 0.16 N/A N/A 0.25 704.85 705.50 705.53 133.85 24 9.89 0.002 0.26 3.1 0.0 4 9.9 3.1 31.14 0.2 0.05 66 0.08466 0.18 N/A N/A 0.43 705.96 713.00 709.35 12.54 24 9.89 0.002 0.02 3.1 0.0 8 7.7 2.4 18.65 0.1 0.03 73 0.05624 0.13 NA N/A 0.15 709.50 715.58 711.43 93.37 24 7.66 0.001 0.11 2.4 0.0 10 7.2 2.3 16.39 0.1 0.03 0 0 0.05 NA N/A 0.16 711.59 723.58 719.60 93.89 24 7.18 0.001 0.09 2.3 0.0 12 4.6 5.5 25.13 0.5 0.16 7 0 0.18 NA N/A 0.28 719.88 730.42 725.42 90.62 15 2.46 0.001 0.13 2.0 0.0 14 2.1 1.7 3.527 0.0 0.02 12 0 0.03 NA 0.02 0.15 725.57 734.00 727.10 104.11 15 2.08 0.001 0.11 1.7 0.0 16 0.6 0.5 0.266 0.0 0.00 72 0.00205 0.01 NA 0.01 0.12 727.22 735.42 728.27 28.26 15 0.57 0.000 0.00 0.5 0.0 16B 0.00 0 0 0.00 NA N/A 0.00 728.27 735.50 a � --_---- 11 11 1 1 11 • ®�®� '®�------_- POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. 743.60 34.85 15 1.62 0.001 0.02 1.3 0.0 66B 0.00 0 0 0.01 NA N/A 0.03 743.63 749.83 741.52 176.53 15 3.43 0.003 0.50 2.8 0.0 66 1.6 3.8 6.096 0.2 0.08 2 0 0.11 NA N/A 0.61 742.13 749.75 745.00 206.62 15 1.35 0.000 0.09 1.1 0.0 68 0.6 0.5 0.276 0.0 0.00 75 0.00213 0.01 NA N/A 0.10 745.10 754.75 748.50 34.86 15 0.58 0.000 0.00 0.5 0.0 68B 0.00 0 0 0.00 NA N/A 0.00 748.50 754.75 749.46 56.66 24 13.28 0.003 0.20 4.2 0.1 60B 11.5 3.7 42.44 0.2 0.07 4 0 0.14 NA N/A 0.34 749.80 754.67 750.10 48.25 24 11.55 0.003 0.13 3.7 0.1 60D 3.9 12.5 48.14 2.4 0.85 0 0 0.90 NA N/A 1.03 751.13 754.50 745.10 61.03 24 17.42 0.006 0.36 5.5 0.1 54 17.4 5.5 96.58 0.5 0.17 19 0.04774 0.33 NA N/A 0.70 745.80 749.50 746.20 138.65 24 17.42 0.006 0.82 5.5 0.1 56 17.4 5.5 96.58 0.5 0.17 79 0.29121 0.58 N/A N/A 1.40 747.60 752.67 748.03 44.05 24 17.42 0.006 0.26 5.5 0.1 58 17.0 5.4 91.87 0.5 0.16 78 0.27701 0.56 NA N/A 0.82 748.85 755.58 748.85 48.14 24 16.99 0.006 0.27 5.4 0.1 60 13.3 6.5 86.87 0.7 0.23 2 0 0.35 NA N/A 0.62 749.46 755.08 749.46 32.18 15 3.91 0.004 0.12 3.2 0.0 62 3.0 2.5 7.533 0.1 0.03 2 0 0.07 NA N/A 0.19 749.65 755.33 749.65 134.83 15 3.04 0.002 0.30 2.5 0.0 64 1.8 1.5 2.687 0.0 0.01 87 0.02244 0.06 NA N/A 0.36 750.01 756.75 750.43 27.68 15 1.82 0.001 0.02 1.5 0.0 64B 0.00 0 0 0.01 NA N/A 0.03 750.46 756.75 742.52 27.66 15 4.74 0.005 0.15 3.9 0.1 SOB 4.1 8.3 33.8 Ll 0.37 0 0 0.43 NA N/A 0.58 743.10 749.00 741.25 64.16 15 7.58 0.014 0.88 6.2 0.1 50 4.7 5.3 25.3 0.4 0.15 8 0 0.30 NA N/A 1.19 742.44 749.00 744.50 163.33 15 2.05 0.001 0.16 1.7 0.0 52 1.2 0.9 1.088 0.0 0.00 90 0.00964 0.03 NA 0.01 0.18 744.68 755.17 749.02 27.63 15 1.16 0.000 0.01 0.9 0.0 52B 0.00 0 0 0.00 NA N/A 0.01 749.03 755.17 755.00 16.38 15 0.91 0.000 0.00 0.7 0.0 CULVERT-1 0.00 0 0 0.00 NA N/A 0.01 755.01 758.33 752.25 33.59 15 4.64 0.005 0.17 3.8 0.1 46B 0.00 0 0 0.06 NA N/A 0.23 752.48 757.75 748.47 99.52 18 4.96 0.002 0.22 2.8 0.0 48 4.1 3.3 13.6 0.2 0.06 82 0.11359 0.20 NA 0.10 0.32 748.79 755.25 748.93 34.70 15 4.09 0.004 0.14 3.3 0.0 48B 2.6 5.1 12.9 0.4 0.14 0 0 0.18 NA N/A 0.32 749.25 755.25 740.10 54.76 24 8.47 0.001 0.08 2.7 0.0 40 7.7 2.4 18.65 0.1 0.03 84 0.06083 0.12 NA 0.06 0.14 740.24 747.50 741.03 27.69 24 7.65 0.001 0.03 2.4 0.0 40B 6.7 3.8 25.77 0.2 0.08 87 0.14945 0.25 NA 0.13 0.16 741.19 747.50 741.19 100.34 18 6.75 0.004 0.41 3.8 0.1 42 5.8 3.3 18.79 0.2 0.06 7 0 0.11 NA 0.06 0.47 741.66 750.92 744.30 111.16 18 5.76 0.003 0.33 3.3 0.0 44 5.0 4.7 23.24 0.3 0.12 88 0.22498 0.39 N/A N/A 0.72 745.02 756.00 751.00 58.26 15 0.91 0.000 0.01 0.7 0.0 46 0.9 8.7 7.887 1.2 0.41 0 0 0.41 N/A N/A 0.43 751.43 757.92 740 740 765 765 760 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 11/4/21 _i LOT / LOT 1 1 50 ,u / / / \ \\ J F 154 l- 53 , LOT 1 I LOT � \ \ � � \•', �� // / / � o_ 1.63 LOT `157 i56 1 ,7 _ 3 I / / /i " pC U CO 11 '. LOT LOT LOT 158 / _--/ �n -'/� \��----- \ 'yA� � PHASE / LOT 160 159 / -- /- ----- _ / / \ o�(CC z i LOT �/ (- ''V / •-� 162 161 —� — / \ 1 / / \ \ • B'0907 / I •\ / / '�i �� O F u - OT = - 756 _- a \\ // \ c%y�FF \\\ �l l / / .. a --- —Ti / / I /' LOT \ / �� / / / - ,u T' // \ / s `. \ i- ;._:✓,• / LOT/ -- - LOS` ✓ • .- r / 184 f. (6) LSR STREET TREES- - u i 16 : : •; : •: •': •� • ` ALONG LEXI LANE I 7 :'.OPEN SPACE•.: LOT _ / / I l / LOT 1 1 ` i69 ^ ( I LOST/ r 3 / (7) UAP STREET TREES LOT ALONG LEXI LANE LOT PHASE III II, 7461 __ ':,74G::•':..`•I i8o ! ��¢ ��II / \ (FUTURE) a (5) LSR STREET TREES ao I ALONG DUNNAGAN DR -LOT 170 �1 LOT LOT LOT 3 =_ 7173 174 4 (35)QPSTREETTREES ✓ % — /� / / LALONGMBLING BROOK LN7z (3) QP STREET TREESALONG LITCHFORD RDz UAP STREET TREES 736ALONG RAMBLING BROOK LN - M - . — — �,_ ,_ L ': � •• / ., , I V LOT (z)UAP STREET TREES ALONG LITCHFORD RD (/ / QQ �� x 58/ / 7 ., •.: - � / M ✓ i M\ � \ LOT , 59 - - �: PROPOSED LIC ROFD '6 �-_ M�M i i 1 CILITY'C' - II jj 74z l / r I I _ PROPOSED 6'- I � r------� �i�/ I I : �`� ••' % ` �- �"• / y/ LOT �/ - / 56 EXISTING SPACE SOT j LOT LANDSCAPING - I - - - - X I 7 6 LOT . I - EASEMENT I / \ .CEMETERY B OT OPEN SPACE: 82 81 i 4 LOT I,I -I -- - / J 1: •' i ' �� - LOT/ (0.04 AC) _ OT / l_ G' 8o I LOT 7 z LOT LOT L 1. kr C �1 \ - 63 /// \ `I 79 LOT LOT / / - 54 (0.19AC) ---- I I' I •::,`.:,:.•,': PROPOSED6', • < / •-..no' ,A ••� 734� --- _ ��-c---- ----�� - - --- :A': •': a'. ': •'. ; -- - A EASEMENT L L LOT '�''a'.•,..,. / , 74 /`-- - ��/ �- " / j '•%' � �- 64, 730 w \ O :OPEN SPACE,. r / 73 Ul _ A / r A \ S. •= _'.�;'• - �- = - - - / 7zo _ (0.33 AC) .�J //� r ' / LOT_ _ � o �� / ' -� \ 51 �. -� 7z �j00000 � I v - --� PROPOSED TREE- PROTECTION FENCING /y-/�� '--_ yam., �/ --/' j/LOT - t PHASE II -�/� r'` `� `�\ �:•—.�•;=•:•�: ��/� - '�� / -`� � �.��' � / _ - - - - � � Csi Co}�'O OO � o '• / - ' � 0 00 00'�'� � QO O � - - �� . -� •::'':ia.�•• � v ��/ � -70 / 69 - _ -�W ��Qo00o0O0o� �•••' v - Z ~ � \-i\ \ // —r,�\ � -� � � --� -� � ;�`- -_ •'..� ,\: . ,� � \ - / / LOT / \ // w _\L__-\ \\ /%'\ �X� \ _✓y / // \� - \y - - LOT PROPOSED LIMITS OF j \ / 68 \ \ / TREE CLEARING (TYPJ LANDSCAPING NOTES: LOT i. i LARGE STREET TREE PROVIDED FOR EVERY So'OF STREET FRONTAGE. _ - _ - - - % / \ \ / // f 6 2. STREETTREES SHALL BE LOCATED 1o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. \ LIMITS OF STREAM 7 \ -�- ROPERTY LINE STREETTREES 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 2o'. STREET TREES MAY BE PLANTED ON TOP — _ �� \ OF DRAINAGE PIPES INSTALLED ATA DEPTH OF idOR GREATER. 1 \. _ �,\' \: / — \ \ LOT b 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING — — \, — \ \ / �: \ �0 66 r. ` OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE XISTING STREAM \ OVERALL HEALTH OF THE PLANT. 4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES LOT : SHALL BE MAINTAINED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES OO�OO 00 00 00 OO 00 00 00 OO 00 °O �O 00 �o OO 00 \ \� ! \ — I — \ \ 0 \ \ \I\ \ / 65 B• ` '. ': AND ACCOMMODATE PEDESTRIANS. C _ _ - - - OO �0 0 \ \ \ / r -' - \ \ 00 5. TOTAL STREET FRONTAGE = 5,542' T REQUIRED STREETTREES: 112 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) — — \ / \ OO o \ / — \� \ loo YR FLOODPLAI OO PROPOSED STREETTREES: m — \ - U° o \ ,_ : \� \ 0Oo \ \ "/ . •�: •; - STREET FRONTAGE ALONG RAMBLING BROOK LANE: 3,o85' _ REQUIRED STREET TREES: 62 — — — — — — 00 \ \ ; \• . :- . ..\ PROPOSED STREETTREES: 6z------- — �� \ / \\OUOOQQO00 \yJ I `'� \ �,,I ��OOOOpp \\ ':•C:•�'• SWIM �.• STREET FRONTAGE ALONG LITCHFORD ROAD: 250' — — — — — — _ / / \ Oo03 \ \ — — �° 00 �� \ �': \ FACILITY 'D' \• REQUIRED STREET TREES: S —�— �1 \\ \ \ \ ( \ \ °OC9�� \ l — — \ \ \ \' PROPOSED STREET TREES: S.. '.:�'.\• l �•. STREET FRONTAGE ALONG LEXI LANE: 574' / REQUIREDSTREETTREES:12 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 SYM I COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREETTREES LSR ROTUNDILOBA' AMERICAN SWEETGUM LIQUIDAMBARSTYRACIFLUA 10-12'HT 206 22 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 °o /� GRAPHIC \\ : OPEN SW ao �\ a, xo ao (0.34AI 0 \ A \ V A/ \\ O\\V A �N FEET \00 \ \ 1 in = 40 ft. \ \ \ � � / \ %- 1992 3.38 FENCING AND I� DRIP LINE` � l SNOW FENCE 11 ON �Vm1 ~ fl sl RING BOMD FENCES salIII Fee CCHU FENCE F.FENCE CORRECT METHODS OF TREE FENCING County of Albemarle Conservation Plan Checklist- To be placedon Lands cape Plans (IIandbol pp III_ 284-111-297 for complete specifications) \ TREES UP TO 4" CAL. SHALL BE STAKED \y\ DOUBLE STRAND #12 GAUGE WIRE / 1. The bellowine items shag be shown on Me plan: I WITH z-z"l HARDWOOD STAKES. \\ /i / \\ /, WITH RUBBER HOSE&TURNBUCKLES ILI Treestobesaved; / TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, 2"1 HARDWOOD STAKE KI Limnacfd.,(outsidea,fineoftremtobesaved), �s 91 Locafionandtypeofprotecfivefmmng, _ _ AND TURNBUCKLES. LOOP HOSE AROUND CUT& REMOVE BURLAP FROM TOP ® Gmde cnanges re3uivng ba wells orwalls, TRUNK. FLAG WIRES WITH COURVEY TAPE. \ 43 OF BALL AS SHOWN 0 Praposedtrmchivgor ell gbeymdtnelimitsofclearing. / -- " REFER TO SPECIFICATIONS FOR SCARIFY SUBSOIL T04MIN. DEPTH / . ` • A ' ' ` '' ♦ • ♦ • ` - - 2. Marhl a: / ✓ �i FURTHER INFORMATION - - --- �' tlas robe eava3 sball be marled wiN pnnt ornbbon ataM1mghl clemiy visible mequipmm[opmvrns. , �I - /�_'. OPEN S � All MULCH SAUCER F •y � EllNo grading shall beginuwl therree madang hasbeminspected and approves by a County inspector. t FINISHED GRADE (014 AC)E v �I to • • / -' - _. 1. PreLpmtrodion Conference: N I TREES UP T04 CAL SHALL BE STAKED. ! ''. �� LOT Tree presen ation ma protection memures sM1Nl be revievred with the covBadmmsite. i t _ z/3 HT. OF TREE TREES CAL. OR LARGER SHALL BE ❑ •':' / = LOT GUYWIRESWITH RUBBER HOSE AND I _ LOT LOT 151 n � GUYED WITH 3EQUALLY SPACED ! •+ - 4. Epuipmem Openutlo... d Storaee: TURNBUCKLES z/3 UP TREE Hcaty alpipmmr,tclum,la traffic and atmagc of consrcucvon materials including soil aM1sll not bepamitred within the dvpnn®pfrceea TWISTED,#az GAUGE WIRE WITH HOSE I / •. f'` ' / LOT 1 8 14C� �50 AND TURNBUCKLES. LOOP HOSE I " • \ _ / i ` \ mosion an TOP HARDWOOD ALIGN III a, --1 AROUND TAPE. ABOAS SHOWN, FLAG VE BRANCHES I / j i/ L� \ 1 247/ VI 'p TOP OF STAKES - _ / LOT "{ e. Soil Erosion and SlormwaG, Delentlon Devees: �\ Q i S WITH MULCHSAUCER / 146. ® finch devices shall mt adversely sties treesro be saves. / 'TI FOR ADDITIONAL INFORMATION. / / LOT 145 6. Ffies �I I I\\JI I I/Iq� AMENDED SOIL MIX �I °'::. .-. / I\ 1 \ - AMENDED SOIL MIX / LOT �i4 1 E7 Firw arc natpamitted widw lGG fat ofrM dnpWeof rceamba saved. sill „, IiII � m II �-Ti II- LOT \ , - 9mll COMPACTED SUBGRADE 143/ 7 rIrsir Materials:' I�,p.0 I�IIII 1. � -y- ® Toxicmatcriels shsE not be stored within100 feet ofrhe dripWe oftrasro be saved. -11� L I III R. ProketrrrFenrmn: - _ Tree Planting and Staking Detail ^ CIff AND REMOVE BURLAP FROM / -LOT -�41- � -_--- �II 140 - -- 0 Trees to be retautd within 40 fat ofa 'r - ¢/; OF BALL AS SHOWN °" 'u _ - ppo to abuilaingoMbya Coc tylmpa for Mr ttedby gm w. - )T Not To Scale / I I g, - ._ 0 Fm¢ng shall be m place and mall be ir,eparad aM apprevad by a County Iraparox poor to gmdmg or coratracrcpn - SCARIFY SUBSOIL TO 4" MIN. DEPTH 9. Tree Welh: � �yF-1 COMPACTED SUBGRADE- ® wnmrneg�mmaleralm�tnemiaeawitnintneadplinapeatreetaneaa�pdao-eewpuanaubeproriaaaanaamnaa,mhpnaemil .III,�.III. / %1(�16LPr aubnuttaa for approval 10. Tree Weill: Evergreen Tree Planting Detail I / (15) LIAR STREETTREESPROPOSHOP)d6L1GN�A ® lVnm the ground level moat belowered witlunthe dvplim atree robe saval,avee wall mall be provided; andacoratruction detail I anbnutted forappmval Not To Scale I ALONG MCCOMB ST - SCOTT/R. Cb'LLINS'Z No. 35791 i�l 11/4/21 O UI 11. Toorebineand Tannollne: I / I / / / �- _rr F es " 0 U Whm trenchingisooll bedwitM1ie the Intuitstecleave itshallbedonetefarawayfrom thehooka ofhees trpassible.Force. J F Q undxalage tree sM1sll be mnsndaedmnsNtemaave when it is adicipated that necessary vmctung will destroy fceder rode. 0 0 o-6 czi 12. CW�nu \ / / I I - -I- _ i / -ter - - - _ L_ O d ® Aoteclive forcing shall be the last items removed dmirig the final cleanup. _ � < � _ _ I• '--' � Z Z \ 10 I- I U 00 O O - t u. Damaeea tree: In � Z U U ® Dame ed trees sl>all b M _ - / g ated immednatsly by pmmng, fmvkrdnon or othermethods recommended by sires apaciahs[. i I W In J Q W W NOTE: ITISTHE DEVE PER'S RESPONSIBILITY TO CONFER WISH THE CONTRACTOR ON TREE CONSERVATION / I / // -/ \ / r 1 1 Z U REQUIREMENTS. \ 1 \ - - LOT LJ ' 16 / o W Q a 12/7/2020 / /'- / \ \ \\\ / // _------ \ L04 / 1 16z \ j Q m m So1HCe: Va. DSWC Pate 338-2 OWNER SIGNATURE (DATE) _ - - -i - \ \ LOT ` LOT 1 W clY m Q Q - - 1 / W J J � 1r CONTRACT PURCHASER SIGNATURE (DATE) 139 I --_ 165.. \ ------ Ell CL d m-401 nm6PaaalpT / / / I _ LOT_ LU w w NE / \ / LOT _ - ) v) m / �/-- - - TINS CLING LA ,%_ - - \ \ / -_ / I / / / 138 3 r„ 165 W w LOT - + LOT :� w CONSERVATION PLAN NOTES: \ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT // I \ / I LOT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE lg$_ MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / / - I� / / ! I ENGINEERING DEPARTMENT.LOT - 1 \ / 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL / \ �' 1 ! / I / / ! / I 3.69 NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED 9 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES / I / ! U') I / I / / I // I 11 LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE / - PRESERVED AND PROTECTED. / _ - - - \ I / / ! / I I/ I / II 135 _ _, a��. -�'• '•)•• 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED \ \ I / / / / / / / / / / / ❑ LOTrw AND PROTECTED. / I \ / �:- e. 1°LU 334 UPI 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / \ \ _' /! // / /// / _� \\ 1(5) LSR STREET TREES N Ell PRESERVED AND PROTECTED. / I I - I / / / / / / / - - I SLOT p; --ALONG DUNNAGAN 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED \ / / \ - - - - �' I / _ J3 i LOT LOT LOT ` BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. J / / / / \ I / / I / - LOT 6_ iI' • 1J0 7172LOT L 1 1 LI 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR / / / \ \ �' / / OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE MITS OF / I 12y: 130--- CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT / / \\ / / / / /_ - --� I L'0% 12 iz8 Ii 3 POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING / / 1 - - I \ ` - - �' / / / c/ , /y1 I L� -LOT LOT. I I I6.. 7 I `„ LOT -- _ I� WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / / / - - / _ _ LOT 1z 12.5 I 3 - --- L_ ANY O _ 'TOOT 12 II- 1 1 _ 3 -( it-- 8 SHALL BEAREPA RED IMMEDIATELY, ATELYU IN ACCORDANCE WITH WITH �HEAPRACTICES WBTHE EROSION AND SEDIMENT ///\ /�' I \ \ i �'�/ --- - 0 t. I LOT /1.221 122 3 II I L �. `_--- CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER / / / \ - VW'1 119 / / / ` . I -Alv OR TREE SPECIALIST. / \ / __, LOT O�j / - - I : / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND / / \ - - f - OT LOT 118 PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT \ - _ _ LOT LOT 116 ��7 ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS / \ / _ - -, LOOSENED. / / / / - /„ LOT LOT ��4 115 - .. • t..X X -/ - _. ^^ 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN / / \ / / \ r LOT 11z 113._ -�; T • / / `` - z MEASURES REMOVED DURING THE FINAL CLEAN-UP. LOT _ // �' \ // / � .•..•;.• . ,. � LOT LOT l09 \ \ ,, O � I J / LOT LOT 7 M --S rf N \ / / / :•�� - LOT LOT N - / 10 / - I E, _ I - - ISwm \ � � / / � � / / �j . .: �i - .. X , . \.�:- B � -'I r FACILITY C I -\ k / - // / / :.. • . ... ,. •. • o J '' -x R . ! P6 L\CRQ X C z LAID STREET TREES I LOT : LOT I _ LL ALONG RAMBLING BROOK LN ', LU LOT 8 L' J q -- � „ I I_ 7 3 I LOT / / / ':•' :•''';"':•':•'� _ _ U i � � �'-� LOT 8 ,r- �• / - / T LOT - l OPEN SPACE: 8 J r. S _, YY - \ LOT I 7 I (0.19 AC) I z / •' '. . ; LOT `- _ (n Q \ / .•':- : .' �? S \ LOT � 'if • :':; i:.... 88 I, � T- I o' _ I --_- •' I --I i - _ / M 89 E �I L L J T loz i _ 1 LOT �- ! / / :• :, : • ... T `:.'.•-. (35)QPSTREETTREES o --- - 1 / / .''•'' e w ALONG RAMBLING BROOK LN LOT 9 I - O -- • ./ - . y '"'T• •, ` '., / �M , �., �// %�`--- 91 \ T \. I � \ 'x/1 / / - - ,�.. •; . .. -: • `''r �. ; ' 729-- O \J 92 \ y .... •'.' •''• LOT �. LOT /...Ll . • . - , LOT T •I • //i 1 94 Q y OPEN SPACE _ 1 / OO T \I \ PROPOSED 6 \ 1 LOT - - / o ' \ \ U Q \ t .: . • . . • . . • .� o 'r ' 1.12 AC LAN - - ^Ln EASEMENT \ I ��• \I LOT -" � _ � \ Y - .:C... /_.. •'. _ \ - ✓'. Q L . .•. .-. .- -� e00 Oo I I \ .. - . SWIM .� � .. / X .- •• -'.�' '• \'' 96 - '••r• / /F -- Q o / Z / LOT \� ) C1!_ - oo� oOO� Oo I \ t „ _� ! ! ! FACILITY B / f'.•. .•. 1 LOT - : / /-% �(o}@OOoOpoO Qo0I0o / --/ W \ / ':•' ':. LOT /` ':•': '.' :•'.%•'.•%:.• / 100 tu o \ \ � ,.-: 1 '. '. ,.•. -. . ?,'. �:': '.•'• .- .•: • . •`.-.• .• . _ ::r: � \ s •�_• .• -�i .�.-.•;.•; •'.'.•� '. • \ /i-.•..•.. • `. •'. • . :::.. .4 - r. : L9O9T 98 -_ / : .. `• -:- .'F'-:•_./ /. PROP/OSED TREE _----- '� \ OPE/PROTECTION FENCING - W J oo YR FLOODPLAI--\- - Ul (0.26 AC) / / w / 1 - - ... .... ... . . '1 / r LU / o \ W \ - I .\ .•.✓..-.•' / LANDSCAPING NOTES: Oo / SC G 0 TE S \ _ / - - • • •%: •'.-' • � \ OO � � � / � •/•• • • / � � 1. 1 LARGE STREET TREE PROVIDED FOR EVERY 50' OF STREET FRONTAGE. \ \ ✓ S % / /: i : -. o (0o0 O OO C-Qe'o0 J / - - 2. STREETTREES SHALL BE LOCATED 10' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. v / ��..Q /.� STREET TREES SHALL BE LOCATED lo' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 10'. STREET TREES MAY BE PLANTED ON TOP w Oo PROPOSED LIMITS OF \4 ) / 6 OF DRAINAGE PIPES INSTALLED ATA DEPTH OFio' OR GREATER. TREE CLEARING (TYP.) D OO j (� LIMITS OF STREAM \ J /' j �' / / / / / / oO � -BUFFER (TYP.) \ 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING ` Oo Oo 0 000 // Co ; 00o I I ! \ \ OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLYAND ONLYTO SUPPORT THE m Q 0 O Oo J'®-�� O 000 000,0 OO °O 0 00 / \ - - \ \ OVERALL HEALTH OF THE PLANT. yOo 0 Oo / I O o- ? 1 ` \/ o O o0 Oo /// / '. (/ \ - \ \.. 4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES 0p-0� / - - / / \ /// /I \ SHALL BE MAINTAINED BETWEEN 2' AND T ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES OO ADO ii - (; // \ \ //- \ \ O \ AND ACCOMMODATE PEDESTRIANS. N Oo Oo Oo / % 0 oO L ` \ / / \ 5. TOTAL STREET FRONTAGE = 5,541� / / 000®�©® // / / % \ REQUIRED STREETTREES: 112 (1TREE PER EVERY 5o' OF STREET FRONTAGE) \\ `!G / / /! PROPOSED STREETTREES: 111 STREET FRONTAGE ALONG RAMBLING BROOK LANE:3,o85' \ \ o / ! - - - - \ �\ - / - /- - / \ ' ! REQUIRED STREETTREES: 6z ! - \ / \ PROPOSED STREET TREES:62 STREET FRONTAGE ALONG LITCHFORD ROAD: 250' / \ /I REQUIRED STREETTREES: 5 ROPERTY LINE- PROPOSED STREET U w Ln Ln - - / - - - STREET FRONTAGE ALONG LEXI LANE: a 574' �\ ,\\ \� G%/ GR-�P\HIC SCODO�Oo0oOo0o -s\ REQUIRED STREETTREES: 12 JOB NO. 0000 \ \ 000 ----- \\\\ \ \\ \ \ c, i \ O \ \ D zo ao 0 0 Bo / _ Bo \0000�°(DOoO\Oo�0�Oo000o0°Oo?oJ0-070VO / - - - � -- 0Q00 o' �°0Oo0o0o00000000 0 oOoDo \ \\ \ \ \ 00 QO 000 00 \ ( ) ---- - - - - IN FEET 00 O S -�S inches-40 ft./ _ - - - \\\ \'- -- - - - - - PHASE II PLANT LIST SYM I COMMONNAME BOTANICAL NAME SIZE CANOPY I QUANTITY TOTAL STREETTREES LSR ROTUNDILOBA' AMERICAN SWEETGUM LIQUIDAMBARSTYRACIFLUA 10-12'HT 206 22 4532 QP WILLOW OAK QUERCUS PHELLOS 10-12' HT 370 40 14800 UAP PRINCETOWELM ULMUS AMERICANATRINCETON' 10-12'HT 397 Sl 20247 TOTALCANOPY'l 39579 PROPOSED STREET TREES:13 STREET FRONTAGE ALONG DUNNAGAN DRIVE: 343' REQUIRED STREET TREES: 7 182154 SCALE PROPOSED STREET TREES: 5 11 01 - STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF): 1,289' SHEET NO. REQUIRED STREETTREES: 26 PROPOSED STREETTREES: 26 �5