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HomeMy WebLinkAboutSUB202000226 Plan - Other (not approved) 2021-04-26v 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 NTH (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 FORTH IN SEC77ON 327.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREA7ONAL AMEN17ES HAVE BEEN PROVIDED WITH THE PHASE 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 CLING LANE � o�-_ q ' r. z _ I o D PHASE III 1 �/ PF r p'00000 e oo°° °°.pY-P°°°°°° - \ \oo \°O o0 000 e °RERS oo0° gO°°O0000poo°Oop TOP 05600-OO- - 1500 00000000o°oo °°A°00000°oo°°----- ---_---_, / -2124 °c. 552DB 4556 PG ° ______ _- _ pp------- -- °OOOo°°O°°0000, OpOp °°°C°0000000e°oeo0000000000e0000000ee0000eo ° ° / °°° I - j I ; _ I I i \z � NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE KITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. TRIP GENERATION CALCULATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 3W.4VPD 25.9 VPH 3 65VPH PROPOSED-35 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (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/33J5 EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION) SHEET LAYOUT SCALE: 1" =100' °° ° °Op I ° 0 NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. 0 VICINITY MAP SCALE: 111=2000' _ _ . PHASE IF C ® ,Y26 GRAYROCK H GRAYROCK WAYLAND JARMAN GRANT GAP ESTATES (ima BARGAMIN PARK REA ,� no 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, pow 4/26/21c�4 ti'SIONAL E�C'wo Vl Z Z O ° O� F�1 U Ln m J H Z O Q ,t L U > z c .. d �W/ IJi ILL N N N v 6'k z 0) r ti M cM L® � N M z Q WN O J 0) N W Q O J J J z />� V) LU H� LL. ilcl� N LU/ \w O v Q U wY LU z LU Ul V) LU LL LU (7 LU z � - U) Q W w � J Q O O N H LU O w � x 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 - - - _______\ 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 :1 ---- �' 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 EROATH THE PLEASANTD&OBE REMOVED _- -EXISTING SA az"DI WATERLINE r ` =� _y_. _GRAVEL ROAD- - 9 --7 OAD=¢aio' _ EXISTI RW - _ =� GREEN PHASE I ROAD &UTILITY PLAN -SUB aoi o0o i UTILITY PLAN - f SUB 9 7 - _ � "mow ' w - - - \ � MCPROPOSEDOMB EUNDER PLEASANET ROAD CONSTRUCTION- 4 GREEN. �. +—c—" - - ----- =-- --_� - _ ;.a-- - -- - - DPI r - - LI _ - 11L \ wa r _ _ _ I � PHASE f ROAD & UTI TY PLANS SUB 2019 0007 I J _-1------ . - -- LSy L55 - � - ------ --- -- ,�\ -- __ ',/ j I - ` w No. 35791 4/26/21 - _ w - - - _ XISTI CS A o@ s bBU�si<R��� .` ,. '.z EXISTING BARN TO BE ' T r�(i�----- �- W _ - -- - , - u T t...4,a0z-'\ 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 _ / _ ,_ } - / -_ f -'3s.- •D.B. 5z6y, PG. 297 VACANT SERVICES SHALL BE ABANDONED. CC SRS .�_-- _ - - -� �;� `• { EXISTING HOUSE TO BE r ,I ,' �{j''J,�\ �+c"t - c CV F SEMEN -.. _ z52 _ -_— — —1 O \ „. :. �E iQ S.�T' ••o, ,/ , C ,' r i ERGEN CES`'EA l_. =. f -.--� — _ _ -- C2 > e t / i'3 — f < _ � ,. FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN ' \ CONVERTED TO A CLUBHOUSE \ c EJ 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 r' PLEASANT GREEN PHASE I ROAD > / \ p\ \ yam' r 1 36G AL1 ° Z J F r / < v 20' WIDE PAVED EMERGENCY ACCESS ROAD & UTILITY PLAN - SUB-2019-00071 ,/ \ \ ".' '> 1 .;` ' ' \\ _,' - ' /8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN lap PHASE 6 R UR 32T 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 < B 34 NTN w m REPLACED WITH MCCOMB STREET \ ) \\ - \ 'r/ X 65 I G T0/ i \ z J C i r r r r g.,/ ng 2 A J Z ¢ C „ EXTENSION ,' \ \ ,',' , �" s� ' i GRADING PROPOSED WITH PLEASANT GREEN \ H O I u CULVERT& OUTFALL PROPOSED WITH THE i --- _ _ - - \ r h, _\ PLEASANT GREEN PHASE I ROAD &UTILITY / - _ _ Z - �� C _ /" '/' � Gh PHASE I ROAD & UTILITY PLAN - SUB-2029-00071 c ul \ \ _ i _--�- \ , I - \ \ ,' L7 �` r' 20' PUBLIC DRAINAGE EASEMENT,1 PLAN - SUB-201 000 2 TO BE REMOVED - - - O - - > ` 9 7 / / - - - �' / , d� a D.B. 5z6y, PG. z97 zo' UTILITY EASEMENT \ _ W of u / I FRAME - I - \ A rg - '/i �- a - \ }o/ ~6 r '�k D.B. 5z6y, PG. zg7 T 56A1-1 SHED , I I\ A l V �/ r, /?� A Y E E e/ < 6"SDK-z6PVC SANITARYSEWERLATERA� y�,y� N/F ILV M \ DR 5 034 u (- ___ - �,' I ROPOSED WITH PLEASAN GREEN PHASE I c / 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN I '-- --/ _ S ROAD & UTILITY PLAN - SUB-2029-00071 DB 1411 PG 367 (PLAT ONING: R6 PHASE I ROAD & UTILITY PLANS SUB-2019-00071 -- --_ _° `�/ / ZA u c r STANLEY MARTIN COMPANIES LLC __ \`� j TMP 056A1-01-00-02500 PHASE III �` / STORM SEWER PROPOSED WITH \ 'M _ h`, / - / 1.8500 ac. }, PLEASANT GREEN PHASE I ROA .' % f TMP 6 -35 - __ s— EXISTING CUL-DE-SAC / r z C a / TO BE REMOVED WITH /' DB 5226, PG 309 `� �' & UTILITY PLAN - SUB-aoi9-oo07i \\ \, \ \ ` ,v a -� �`� /' \ `S\\ \\°I N/F RITZE MISTY DARNELL \ \ PHASE II CONSTRUCTION -- \` STORY FRAME_ ,' 62 PC 12 / - \ \ ` �- --- / , \� \ L \ DB 576 PG 3 PLAT o ON CRAWL/ r v zo PUBLIC DRAINAGE EASEMENT \ J EXISTING SANITARY SEWER J / \ ,_PARTIAL CELLAR C Cz D.B. 26 PG.297 R6 i O TMP 56A1 i- \ / , ,.' S 4, / \ xY' PHASE LINE (TYPJ N/F PIR Y, H L. TO BE REMOVED AND EXISTING , ,/ / --- ----- --_- ,� �' r ,'' 20' PRIVATE DRAINAGE EASEMENT - r 4 \ \ \\ OR EA_SEMENTTO BE VACATED - / ` -\ i ' \ r \ \ \ \ ` / , , D.B. 5z6y PG. z97 -_---- BM DB 2143 PC \ � / \ STANL V MARTIN COMPANIES LLC 2 r ' TMP 056A1-01-00-02900 ' C�4 STORM SEWER PROPOSED WITH \ TOP MH=72 .53 DB 150 PG 23 (PLAT) a / /' / --- ' ' v 13.49 as v, 1 PU,Ms r / , a vv1Tv�vv G: 6 A _--_____ ,'---' / OUS 'i, PLEASANT i o y y a ' DB 5226. PG 309 \ \,� , _ , I- Q , , �+ w N N N y -�< / , Z UTILITY PLAN - SUB-2019-00071 N s zo' UTILITY EASEMENT PHASE II / / \ / i i '- '�� ; D.B. 5264, PG. 297 \ E ,/ EXISTING HOUSE ' ' , _ - C5 \. \ N � PHASEOII REMAIN DURINGI CONSTRUCTION \ / / \ 56A1 1-33A \ ~ N v o ti \BA ER, JAMES L. OR GRADING PROPOSED WITH EASANT GREENCORES J. 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CtTLLINSZ No. 35791 r�, 4/26/21 _i �all, 111!111 Pill _ �' • 10111 I LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf 51 2,737 1,551 85 4,334 2,500 119 2,348 1,385 153 3,477 2,248 52 1,687 1,135 86 4,208 2,403 120 1,789 1,289 154 1,934 1,432 53 1,769 1,217 87 4,129 2,345 121 1,423 1,023 155 1,496 1,095 54 1,820 1,270 88 4,235 2,405 122 1,773 1,273 156 1,453 1,053 55 1,828 1,278 89 4,639 2,759 123 1,771 1,271 157 1,421 1,020 56 1,794 1,244 90 5,028 3,094 124 1,414 1,014 158 1,398 997 57 2,918 1,822 91 4,941 2,968 125 2,275 1,311 159 1,384 984 58 2,777 1,634 92 4,896 2,934 126 2,288 1,322 160 1,726 1,226 59 1,886 1,335 93 4,770 2,833 127 1,759 1,259 161 1,384 984 60 1,906 1,356 94 4,626 2,721 128 1,756 1,256 162 2,259 1,298 61 1,926 1,376 95 4,531 2,634 129 1,403 1,006 163 2,631 1,566 62 1,937 1,387 96 4,349 2,512 130 2,207 1,282 164 1,764 1,263 63 1,933 1,382 97 4,446 2,564 131 2,861 1,727 165 1,402 1,002 64 2,877 1,775 98 4,437 2,570 132 1,721 1,221 166 1,762 1,262 65 3,994 2,244 99 4,241 2,423 133 1,393 992 167 1,425 1,025 66 4,090 2,342 100 1 5,081 3,084 134 1 1,780 1,276 168 1 1,802 1,302 67 4,906 2,558 101 4,293 2,446 135 2,384 1,411 169 2,371 1,384 68 4,373 2,548 102 4,738 2,743 136 2,352 1,377 170 2,659 1,534 69 4,386 2,541 103 2,335 1,377 137 1,733 1,231 171 1,743 1,242 70 4,371 2,530 104 1,468 1,068 138 1,358 956 172 1,407 1,007 71 4,484 2,638 105 1,842 1,342 139 2,156 1,206 173 1,782 1,281 72 4,671 2,801 106 1,839 1,338 140 3,012 1,988 174 1,794 1,293 73 4,710 2,827 107 1,831 1,331 141 1,867 1,367 175 1,804 1,304 74 4,660 2,800 108 1,459 1,059 142 1,482 1,082 176 2,465 1,424 75 4,374 2,527 109 1,820 1,320 143 1,834 1,334 177 2,258 1,298 76 4,720 2,773 110 2,425 1,424 144 1,462 1,062 178 1,750 1,250 77 4,828 2,851 111 2,361 1,377 145 1,836 1,336 179 1,788 1,288 78 4,600 2,682 112 1,812 1,312 146 2,695 1,590 180 1,822 1,322 79 4,337 2,501 113 1,450 1,049 147 2,785 1,652 181 1,835 1,334 80 4,384 2,540 114 1,812 1,312 148 1,885 1,385 182 1,462 1,062 81 4,503 2,640 115 1,812 1,312 149 1,887 1,387 183 1,802 1,302 82 4,495 2,631 116 1,449 1,049 150 1,511 1,111 184 2,221 1,278 83 4,650 2,741 117 1,812 1,312 151 1,889 1,390 84 4,424 2,570 118 2,532 1,442 152 2,811 1,731 I y I / I I \ \ - - V I / \ 80 1 ED 1 W/w IXE STING ORCHARD DRIVE l ' I RA�HIC SCALE 40 80 160 i IN FEET )� 1 inch 0 ft. 3 / c) O - - W F .-I Ln LSO '-I L9 r M .� CM N co z Q o J Lj w N Q � a J 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 z O U) a J W La JJ Q ® O O N u I y I / I I \ \ - - V I / \ 80 1 ED 1 W/w IXE STING ORCHARD DRIVE l ' I RA�HIC SCALE 40 80 160 i IN FEET )� 1 inch 0 ft. 3 / c) O - - W F .-I Ln LSO '-I L9 r M .� CM N co z Q o J Lj w N Q � a J 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 z O U) a J W La JJ Q ® O O N u o w Ln JOB NO. 182154 SCALE III = 8o! SHEET NO. 4 LOT 2 \ % 1a1 PROPOSED BOLLARDS. PROPOSED WATER O Q SEE DETAIL - SHEET7. ': OF SERVICE LATERAL (TYP.) PHASE III - M T LOT W 0 IlkPROPOSED 8"x8"TEE -T (FUTURE) �F s &(1)-8"G.V. _IIA o ' 44 PROPOSED TYPE A o o ° M —� � SCOTT R. LINS Z o' m� 6_ ° �J/ U BLOW -OFF ASSEMBLY ° %4,\/ / \ \ h ROO LOT POSED 8"x6" REDUCER 0 No. 35791 � tx m PROPOSED PROPOSED zo' ACSA OT / 1v 4 STD. CG-6 (TYP.) UTILITY EASEMENT (TYP.) yx 1� IMITS OF PUBLIC R/W - j� 4/26/21 tv / ° � .o q• PROPOSED VDOT STD. CG-6 (TYP.) "'" • .. \ ��SSI E�Ct 88 O o y PROPOSED 8" CL 2 DI WATERLINE \ �• ONAL LOT � I °� 4 PARKING PERMITTED IN THIS 5 � Q PROPOSED'NO PARKING' SIGN (TYP.). , k PORTION OF LEXI LANE y PROPOSED SANITARY SEWER 1]8 �Q / a PROPOSED STREET I \ 3 PROPOSED SPEED SIGN (TYP.) H xS SERVICE LATERAL (TYP.) BOUNDARY (TYP. BLOW-OFOF ASDSEMBLY o o TIE -INTO EXISTING 8 N PRC: io+gi.63 ^, o PRIVATE ALLEY LOT LIMIT SIGN (TYP.) PROPOSED FIRE HYDRANT x° PROPOSED 2o' 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. 177 3� UTILITY EASEMENT (TYP.) / z 'R M DI WATERLINE 5 SEE DETAIL ON SHEET u. 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" I > SIGN (TYP.) FUTURE PRIVATE TRAVELWAY i yx -_ Eop - - PROPOSED'NO PROPOSED SPEED \ oO /\ MH-i PROPOSED UNDER PLEASANT GREEN PHASE I m I PROPOSED CG-iz (TYP) PROPOSED 8" PLU PARKING' SIGN (TYP.) PROPOSED CG-gD `' / \ 9 ROAD &UTILITY PLAN S(SUB-2029-00071) z + LIMIT SIGN (TYP.) °� / o /Lu SED STOP SIGN (TYP. PROPOSED FIRE HYDRANT ENTRANCE (TYPJ O /\ <� R \i 5 20' UTILITY EASEMENT z _� J` • _ / x6 TEE O 8 MH-27 A PROPOSED STOP\ 3+So D.B. 5264, PG. 297 PROPOSED WATERLINE f ,r ASSEMBLY w 8" ,per M k • '. - - PROPOSED 8"x ' TEE PROPOSED VDOT T. �o y — ED 4" CL 53 DI I 1 g 3O STD. CG-6 (TYP.) x SIGN TYP. \ / SIGN TYP. J �x ti ( ) G ¢ p ( )" & (3) 8" G.V. _ s yti / ` D/ �� ", U 28a I ry I ) PROPOSED PROPOSED 8" CL 52 DI WATERLINE si / / OT \ �b` STAN - �- ¢ F h . CG-iz (TYP) / ' �� - v5 0 PROPOSED 5' CONCRETE SIDEWALK . - ,o' ti / / 8s. 5a / / ., - _ T" _ �•sti+oo /M z J F > 4i q ROPOSED 6' PLANTING STRIP T / / =3+00 1 _ �M P ¢ o0 o}}f lJ M15 - -10+00 ,yt�� _� 2*$0_. o / \mr Wj _ _ Z PROPOSED FIRE HYDRANT xo 3 86, �( A /� � M \ 59 r� v 2 + z000'R BLI ASSEMBLY w 8"x6" TEE by - - Ln - u 4 So zG CE_ / � PRIVATE EASEIVIFNT � � O zy+oo 3 00 28q' - ? , PROPOSED WATER SERVICE LATERAL (TYP.) zo'R M-12+oo M m— LO ~ w O PROPOSED PUBLIC R AD 49 R W 22+ ° ��`m c�/q y ; � D.Bt 5234 PG M-11+50 ; T o � w 5 PROPOSED'NO co i OT ���/ / Y_ -- - _� 14 z Z " PARKING' SIGN (TYP.) ? / 9� �( / ! / OT OPEN SPACE B _- - - _ _ H o < MH-z8 2+p° M �Q. ,. 60 ti y' Ln z w 43 ( 57 (0. AC) r . _; , ROPOSED 6' xy REDUCER — > m � - .. • •` ' PROPOSED STOP C ti / " /' � w f � g PROPOSED SPEED 5 S io 43 M 3 5 SIGN (TYP.) r P \ / / f . / / LOT W m ¢ _ 2z+ M i / A ,PROPOSED Q J ROPOSED 6"x6" TEE & (z) 6" G.V. co � IT SIGN (TYP.) - 1 - PROPOSED SPEEDS LL " • '. M =z6 So > 6 T / . .% " OT �' <i i 0 15 ¢ a p LIMIT L _ _ - _ - - LIMIT SIGN (TYP.) " " �. / y / / ro• \ REPLACE EXISTING 6 go BEND WITH 6"x6" TEE � o - -; PROPOSED x° 516N TYPJG /p / / 6 - a w I I MHz PROPOSED WATER I !" CG-t TYP y° ti " /Y 5 / AND TIE-IN TO EXISTING 6" DI WATERLINE _ Lu ( ) o // OT / / • / ROPOSED zo' ACSA UTILITY EASEMENT(Tl P.) LOT o j SED SANITARY EWER - - - - PROPOSED 20' ACSA LQ ( w PROPOSED'NO �,• d 1� �8 62 /yti-` /' /j / OT / 25 UTILITY EASEMENT (TYPJ � � SERVICE LATERAL II 1 I I I 1 I I PARKIN I N TYP. PROPOSED'NO. • " PROPOSED CG- D / / / \ \ / I i6 w I L G S G ( ) 9 cl yh PROPOSED DECK i SS \/ v i i PARKING' SIGN (LYPJ'" • ' ` `. • . " � � / i 4g C OT / I - ENTRANCE (TYPJ` M 25. PROPOSED SPEED I I [PROPOSED 8"x8" TEE I PROPOSED zo' ACSA I � � . . / " � / 8 ��o , zo'xz6' (TYP.) / / FIRE HYDRANT PROPOSED UNDER I I _ & (3) - 8" G.V. I UTILITY EASEMENT (TYPJ I' ( / �TYp \ „ x� LIMIT SIGN (TYP.) /y QT B , T ) ) G3 o( / LEASANT GREEN PHASE I LOT I� L T I �, I I LOT I I ' �, . J"• ; O Y LOT LOT So N H r ' Y' / / . / s i i / ROAD &UTILITY PLANS (SUB-2019-00071) 1 I % �/ ,PROPOSEDzo ACSA / �o PROPOSED STREET / S�F PROPOSEDWATERi'.. I 1 17 8 QI 77 6 1" UTILITYEASEMENT TYP. \ B, xo. / I I;I 7 I00I I 7 I JS I / (TYP.) / yo bIGN (TYP.) OT SERVICE LATERAL (TYPJ I - --- --- " I I J I i `. •`..LL / \ i \ ti \ / 64 / : LOT I I Iw — I �e • ./ % l� / 1 '' " \/ M� \ j / `" / 53 2 1 I Fr_°y / V / / / PROPOSED'NO /' v l L l H / ti ° \ \.. f� / PROPOSED PATIO / s I � _ I - `. % / / PARKING' SIGN (TYP.) / ., o � SANITARY SEWER PROPOSED UNDER I - - % '. j / / / ` 4, / / / / OT ioki6' (TYPJ LEASANT GREEN PHASE I �\I LOT / Q / / 1 - - - - • ',�•:. ` /� � // \ � / , F� ' MH-z8 %�! " / 2 �j /, / / ROAD &UTILITY PLANS (SUB-zozg-0007i) I o .. .. - - - - J �L ✓ / /• / / PROPOSED 8"x8" TEE -/ / 5 LOT 1 \ LOT \ w C ry ry 73 / o / / \ o / / p z I 18 a o & (z) - 8" G.V. PROPOSED'NO / QT / \ 6" DI WATERLINE PROPOSED UNDER I I o PROP_OSED8"SANITARY SEWER (TYP . // /' / ry ry 46' 44_ . •� ' LOT / / , PARKING' SIGN (TYPJ �\ PLEASANT GREEN PHASE I �5, 3z_ MH-z5 \ // / 5 \ROAD & UTILITY PLANS (SUB-2019-00071) J2 / / // PROPOSED'NO ? \ \ \l/ // / ✓y i 8qp y ; t�\� PARKING' SIGN (TYP.) / Q QO / 19 v /LOT / - 4•.EXISTILLNGCEMETERY \\ / V � / //LOT // PROPOSED WATER 2g LOT SHALL BE UNDISTURBED ` / // SERVICE LATERAL (TYP.) /^ t \M \ �� / / / / \ PHASE I I w'� 71 �\ / \ 3' 9zoo ROPOSED zo' ACSA UTILITY EASEMENT (TYPJ \ DUPREE STREET ROAD CONSTRUCTION z_ I- \ \ LOT O w OPEN SPACE,•'!' \ / /� / / \ ROPOSED \ v = `•� • S \ 20 \ J \ / / / \ PROPOSED SPEED \ EX-MH-i7 3o ROAD & UTILITY PLAN S(5UB-2019- oo7z) \ \ LOT f� FC ``� \ QF\ / / // LOT % / / LIMIT SIGN (TYP.) M f / i \ \ 21 / Ch Q jLn w( ) .fir" \ qR \ / / / 0 / / \ / w 0.33 AC /�\ / � \ I.`� LL "� \SFT\ ] // / �� tgx TIE-IN TO EXISTING \ LOT \ \ ® M - - �'• " *' " S \ BgCfi / /j ti° / / PROPOSED 8" CL 52 DI WATERLINE \ so SANITARY SEWER MH \ 31 / \ i \ \ \ 0) %/V v \ LOT V v CV � / REMOVE EXISTING PLUG FIRE HYDRANT PROPOSED UNDER Q ( 0 0 (0 0 0 ! � S v v v " % / // LOT // /" l i PROPOSED'NO / & TIE-IN TO EXISTING LEASANT GREEN PHASE I 22 V A M O (0ioo' WPO BUFFER (TYP.) v v V PARKING' SIGN (TYP.) LOT \ Z _ QO � " " \ 69 / , \ � 8" DI WATERLINE ROAD &UTILITY PLANS (SUB-2019-00072) 00 oQoOO °OOOO°OOO°o �.,. \\�/ / / �QQI �' \�✓ \ � � \ LOT 23 Q MH-z LL t�// TIE -INTO EXISTING ALSTON STREET ag / \ \ OO (D 00 4 < " �// \ xoo 8" DI WATERLINE PROPOSED UNDER 24 \ \ I N J \ _ _ loc a � O° QO �' \\'' �OV�r PROPOSED MILL & OVERLAY. ` LEASANT GREEN PHASE I \ O ioo-YEAR FLOODPLAIN (TYP. O O° \ \ \ // LOT SEE DETAIL ON SHEET iz. % O ROAD &UTILITY PLAN S(SUB-2019-00071) \ CN � 0 D \ C C ^ // // J �� D.B.20'5z6y PG z9TILITY MENT \ Q Q \ _ \ - - _ PROPOSED TRAIL EASEMENT PROPOSED LOT LINE TYP. \'Z V/ / // LOT / / / / Q," Tjx- / O _ D.B. PG. QO QO (TYP-) S \\ / / // / / s ro `> . S° x� _ \ \ O / 6 / �lv s Lu the PROPOSED SANITARY SEWER MH-z3 \ \ \ J^ \ /✓ i� S \/ / \ LR9 RI Q Q _ SERVICE LATERAL (TYP.) \ / / LOT / / \ 6 P GPOP 9 Z J C fix° `�� ! Pv :�.ty2 EXISTING STREAM - - - -- \S' S \� / / C 66 / /// \� j r o 9• LLuLL /// A V ,PROPOSED WATER� PROJECT BOUNDARY (TYP.) A / ����� i SERVICE LATERAL (TYP.)O v ® �/ - - - - LOT // :-'.• •'.` . � J fV J_ 00QOQO o vv a�� �v ///� 65 Lu E— O�QOQOQOO°QOO°QOOOQOQOO°OO o OOO° ° 0v �. /� p E I %I) O Oo O° QO O° QO 00 O° o OO Oo O° v O� � � �r ` / � U Q Co PROPOSED zo' ACSA \ /C• `. ": - ':• ' '• ` •" ' • LL . ' S LOT UTILITY EASEMENT (TYPJ �� \•'. `. `."" Lu QO O° O° QO QO QO O \ \\e""\\.." \ LOT 48 LuO ° O O OO aO OO \ LOT 49 W Q Ooso ul ♦ 0 \ OO \ \ j' ". . ALSTON STREET ROAD CONSTRUCTION Lu v ROPOSED UNDER PLEASANT GREEN PHASE I Lu ♦ Q \ �© \ \ \ ROAD& UTILITY PLAN S(SUB-2019-00071) QO COS ., \ © \ • \ �� H z NOTES: \ PROPOSED SWM FACILITY & \ `. U) Q - \ O \ l `. ` Ti i. CONTRACTOR SHALL VERIFY ALL TIE-IN CONNECTIONS TO ANY ROAD EXISTING OR UNDER � MAINTENANCE EASEMENT `. `4 ". \`" •:. • . ` . " "" '. '. `. " •• " EX-MH- � � CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES \ v \ 5 TIE -INTO EXISTING U) BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL OPEN SPACE . SANITARY SEWER MH / CONTACT ENGINEER TO INSPECT E P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR T O ANY CONCRETE \\ \ ` " ' ^ ^ / / / Lu Lu PROPOSED UNDERGROUND STORMWATER MANAGEMENT OR PAVEMENT BEING PLACED. 34 AC) \ ✓", / J \ (0./ z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE FACILITY'D' - SEE VSMP PLAN FOR DETAILSrn(W�P0202000053) \ ' / Q THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND 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 � QO I / ,�,-� S`•"•.. •" . "• . \ f, s ' O SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION."^ OO / MH-zz • -'_. . " • " PROPOSED zo' ACSA 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. O I / .,� z8" STEEL CASING PIPE REQUIRED UTILITY EASEMENT (TYP.) 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL AT ROAD CROSSING O INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. I / t \ \ SANITARY SEWER PROPOSED UNDER O LEASANT GREEN PHASE I / D ` \ ROAD & UTILITY PLANS (SUB-2019-00071) � / ` ♦ o w Ln GRAPHIC SCALE 00 a z 'n °/ I I A \ I \ JOB jjNO. 30 0 15 3300 — �60 120 II II 182154 Oo (/ OO OO OO OO CO) _ I ^COS O O O O 20' UTILITY EASEMENT I \ ♦ \ / 1 scA3Q — \O / ° ° ° OO � RAMBLING BROOK LANE CONSTRUCTION D.B. z6 PG. 29 0 OO \ ° ( IN FEET) / 1 OO ° O (C PROPOSED UNDER PLEASANT GREE D 6 4, 97 O �j SHEET No. 1 inch = 30 ft. \ OO \ \ \ CONNECTOR ROAD PLAN S(SUB-2019-00058) Z a� 5 0 U 0 O U 0 E 0 11-T­r-rr EXISTING 8" DI EXISTING zz" RWSA WA PARKING PERMITTED IN THIS — — PORTION OF MCCOMB STREET SCOTT/R. CtTLLINSZ 35791 W Al , • �' •; " ` W ` "• `• • '"` '•' �• `," ". ` ", W` W w - CHANGE TO "CLING LANE" AT THE ' PLANTING STRIP TIE -INTO EXISTING MCCOMB STREET 2O _ INTERSECTION WITH LEXI LANE. " w w w PROPOSED8"CLSzDIWATERLINE — — 4�0� 4/26/21 OPEN SPACE � 34 _ - I - w REMOVE EXISTING BLOW -OFF & 5' CONCRETE SIDEWALK PROPOSED 8"x8" TEES -,' 1F1" — /32 _'\ I &(a) 8"G.V. W TIE-IN WATERLINE .. — LL � "•. ', EXISTING 8" DI —� �." _ _ _ - 'PROPOSED zo' ACSA I w W (0.14 AC) e ., 2L - - - UTILITY EASEMENT (TYP.) 1 PE AC `PROPOSED 8'`x8" TEE• : '` `'' ``" " ` I- NE P PLIMTOSIGN(TYPJ \ ` LOT LOT &(3) ' O E' �. o LOT 1 2 ' . • . - . • . 2 —� � \ LOT LOT 151 5 (0.19 AC) • °G V '. LOT 149 150 - • `. ` " ROPOSED'NO PARKING' SIGN TYP. a •,.• . 20 \ ,,�� �a 1 _�- -�--- � ". • .-,... ". •..` ( � ,„ MCCgMBS LL M raEEr LOT m m 47 ROPOSEDA.R.V.. M��-." a PR020 M " M M__M COn/j{� \ �r�y �„ _ v SED PUBLIC ROAD 5 M M M M M DST PROPOSED WALL K LOT , MH 41- -{ n = f 6 280 \ C W` ACK M N ° CE zao'R lip MAINTENANCE EASEMENT (B 4 T'SE o R rr a MU . i5+oo DISTA zz+90 qD (S6. I E N 45 0 ? PRS LOT 145 M X. RQ Z M�� z5+5 i2 G �4+$0 Soo'R Z3+oo S264 R/lt!) 20 R \ N �p!� \ z5 - _ o : M� o z4+oo 3 z3+5a PG 26h / \ LOT 144 m cu PROPOSED 8" SANITARY SEWER (TYP.p ` �� 26}pO z+o LOT 143 PROPOSED NO ( - LOT\1142 .PARKING' SIGN (TYPJ. ` : ' _ PROPOSED WALL - ,.-- ,- 1� Sly, Z3 7 (MAX. HT. = 4') I LOT 141 MH 4o zo - M '' - - - - - -a PROPOSED 'NO V) 1 p PROPOSED CG-gD ENTRANCE (TYP.)' 3 Z0<- M PROPOSED PARKING' SIGN (TYP.) I ° z i 4 5 z3' o C - I PROPOSED SPEED PROPOSED8"x8"TEE a' �' "` +pO z "' o ¢ \ Zy _ ° ' - �R 21 z _ a , ' + G-zz (TYP) ( - 1 v S G LA �— 400 o- :� ; ,,, LIMIT SIGN (TYP.) Z P (z) 8" G.V. & 8"x6" REDUCER ", i, _ NE CE_ 28 PROPOSED'NO PARKING' SIGN (TYP.) m I MH_ 6' zo - CLL BLtC D (56 R�WI 27 5 T 15TAN o� \I PROPOSED STOP PROPOSED 8" PLUG u. Un co 39 1 M M D PU OP + o SIGH Nm I ; PR SEE DETAIL ON SHEET n PROPOSED MILL & OVERLAY. O FROPOSE�I-1 1z� ~ w to - 1y' 9m _ \ PROPOSED'NO PARKING' SIGN (TYP.) o PROPOSED 6" CL 5z DI WATERLINE 1� S . 3' o M��M + a B+Oa 7 57 4 1y, PROPOSED STREET z PT: z + - SIGN (TYP.)PROPOSED FIRE HYDRANT PARKING' (TYP.) ICI �P z8 5 1y, 51 ' U) z ----- A ASSEMBLY .. PROPOSED FIRE HYDRANT ` I l f > ASSEMBLYw/6"x6"TEE T 9' 1 M 4p0R i3 16'- 10 PROPOSED WATER 5 PROPOSED ENTRANCE TO w 7 MI FRON nTVP. SERVICE LATERAL (TYP.) P Elp m PROPOSED 6" 45° BEN /' z9`O z Cl, �I FUTURE PRIVATE W CONNECT TO EXISTING 6" DI WATELRINE Q + r SE - PROPOSED CG-gD ENTRANCE (TYP.) LOT 1 °o 450 / PARKING SIOGNEDTY O 6, I - a 1 X J 1 TB - o LOT 3-53 �I ' _ w/ PROPOSED 6" BEND M 3` �� PROPOSED MILL &OVERLAY. g'R 29+5° 3 PROPOSED STOP- PROPOSED 8 CL 5z r . ` wll LOT LQT 154 m 3 PT: 22+97:93 SEE DETAIL ON SHEET zz.C: zg+3g.4o� (TYP) LDIOT WATERLINE 1'W - w LOT 156 155 PROPOSED'NO SIGN (T TIE-IN TO EXISTING CLING LANE+oo PROPOSED ? you a //f p 3° CG-zz (TYP) SR— N— N I 59 16 ul °' LOT �57 PARKING' SIGN (TYP.) 1 - CLING LANE 30+50 r Fj 1z,3y 3"' LOT LOT �5$ ROPOSED 5 ONCRETE SIDEWALK 3z+oo ' D 'C SIGHT DISTANCE = 280' LOT \ .� II LOT LOT 160 3.59 _ - - - • .. `i s9 o . REARS TBA�K a 1 162 161 _ - 2� MH-8z PROPOSED 6' PLANTING STRIP 33 { PROPOSED STREET N 164 o a\ LOT PARKING PERMITTED IN THIS EXISTING 6" i I WATERLINE LIMIT SIGN TEED- _ I 6' �" • . •"` " `•" LOT PROPOSED SP i • 54 PORTION OF LEXI LANE 139 84'. (TYP.) !}... 1 165-IL\`.LL _ _ - - � 16, y6' . '• `. - y . ` .��.'i '. ' MH"3i . 3R/ -R/W PROJECT BOUNDARY (TYP.) o P 88 b\ ` z0 11SS / `= ' o .. .. r W �• C N W N N PROPOSED PATIO I LOT h = _ r �, Y LOT I \ z6 r 26 i 8s' e ° ��, `n � zo'xz6' (TYPJ I 138 ibb w 89 \ MH PROPOSED zo' ACSA'. . �� I LOT - `- 3 I PC: 11+8218 PROPOSEDL TLINE 86 \ ~ -, LOB\"`. +`.4.`eLL` e33.,.+UPR OSAD AENT(TYPJ•LL. `. / I 4 ,'8' LOT MH- a �/ / / i8 I Z 16 P E S NITARY SEWER. 9' I I _ O 137 l 9° \ SERVICE LATERAL (TYP.) j!• LOT a I o Z F I PROPOSED LCK LOT PROPOSED WATER- d',`- `. ` `. X LOT �I `'. .. .. 18 PROPOSEDSANITARYS 1 . ` . OPEN SPACELL`,`: `"": `'."`; ..`/.� 3 � i w � I I s3 SERVICE LATERAL (TYP. 3 ¢ 168 / SERVICE LATERAL i w io'x3.6' (TYP.) L I " o o ' 1 t-W I �36 I . n n i 0 `I*. "I LOT 9a' 3 PROPOSEDCG-gD U = I _--- I- �'~' n 9 '� \ "•`"• " LL ) ROPOSEDSANITARY SEWER -- I FI w I I CK - i L , , •" "`- ""'• (0.37 AC %SERVICE LATERAL (TYP.) 182 I ENTRANCE (TYP.) Q' w I I I I - -5, SIp�A_ - - LOT 1 � z• I _ ROPOSED 8" CL z DI WATERLINE � C`7 =tn I EXISTING 8" SANITARY T I n I 169 PROPOSED 8" CL 5z DI WATERLINE I 3 5 SEWER TO REMAIN ROPOSED CG-gD ENTRANCE (TYP.), • `• - `. ` `. `'• ` LOT 1 ® M -_ I : i NI •�• ,1 ,g�. �.-•�,I- ` `'PROPOSED LOT LINE (TYP:_'.•'.'J' � ��^; 181 'I � ± S PROPOSED WATER CN � EXISTING zo' SANITARY I I LOT 3 L - ' 1 " ' + PROPOSED SANITARY SEWER` I SERVICE LATERAL (TYP.) PHASE III SEWER EASEMENT I 135 _ 1`:• '. `' .' . ` `.' `. ` I 92o s SERVICE LATERAL (TYPJ / I �.. (D.B. 1396, PG. 69) - 90, I I - . ` I ` ` \• PROPOSED DECK• `.'. )� F LOT ry ` M z ❑ 0 16' z4' zo' L66'" 8' ' a _T' ' ' zokz6' (TYP.), ` Q (FUTURE) � Q LOT 18o r Z 34 o 0 O OS Tr' 1 S/ 1 88 � PT: zo+ z. z � PROPOSED zo' ACSA- -�8' 0 90, mom;' o � N J UTILITY EASEMENT (TYP.) ry I LOT II u ry �C' m .. PROPOSED VDOT Q�j _ LOT I r ROPOSED SPEED LIMIT SIGN (TYP.) i I ! - - I ,I - I �79 ry ) I STD. CG-6 (TYP.) N Q 33 F / s�i _ I LOT - 1 — I LOT LOT I ILL```! o o Q � p REAR SET PROPOSED zo' ACSA UTILITY EASEMENT (TYP.) 187 ' • � 7 1 2 LOT LOT I r ss x I / °\ p PARKING PERMITTED IN THIS P Q qCK T 1 170 LOT I / LOT O PORTION OF LEXI LANE i O LOT LOT II r I I 102 MH 37 "} 7 173 174 175 LOT I 178 �� 3 / a - 1I P 3 30 \ 1 1 7 lYl LOT LOT 12 1 0 "I PROPOSED FIRE 8 - O 1 6 I g __h I PROPOSED SPEED LLI _ 7 9 3 HYDRANT 5= _--- ROP°OSED STOP SIGN (TYP.) (TYP.) 0 7 I I I LQ 7 ^ I " PRG io+ga.63 LIMIT SIGN (TYP.) J Y� : - m " I / PROP J LOT E 1 s. LOT LOT I ml 126 I LOT o ET 516N I PROPOSED'NO .3 ROPOSED'NO PARKING' SIGN (TYP.) PROPOSED VAR. WIDTH ACSA AS — Q I V 12 128 I ASSEMBLY o PGao+z z ROPOSEDSTRE ry LOT 12/+ 125 Imo° wl ' I I I �31 - r 35 -- --- _-� PROPOSED S SANITARY SEWER (TYP. I �77 PARKING' SIGN (TYPJ n UTILITY EASEMENT (TYP.) % z J 123 wl X. RON 5 BAC IG MH � ,-, 1 = MH 34 h I ' • J $SIDESETgq- PROPOSED STREET PROPOSED ENTRANCE TO pA w I --I -PROPOSED'NO PARKING' SIGN (TYP.) __ 36 -� � >o _ (�P-) - -`` LL�T J II ' SIGN (TYP.) FUTURE PRIVATE TRAVELWAY PROPOSED'NO - - - _ S �°' ROPOSED CG-az (TYP) PROPOSED 8" PLUG PARKING' SIGN (TYP.) PROPOSED CG-gD PR, LI ~ I )- -PROPOSED CG-gD ENTRANCE (TYP.) - a ' a5' S MI FONT ETB_ ✓`, • P GN (TYP.) " ° PROPOSED FIRE HYDRANT ENTRANCE (TYP.) _ ?s� 8 z = ASSEMBLY x6 TEE ---- '. ••� zo� ASSE w/8�� � OJ � 'OSED'NO PARKING' SIGN (TYP.) _ >6' - - 3 j l zO CK 5 ` - - N PROPOSED 8"x8" TEE MH-z7 PROPOSED VDOT q, ROPOSED TOP - zo' ZO MH-4z o+oo ROPOSED CG-iz (TYP) -T ---_ �4 PROPOSED'NO PARKING' SIGN (TYP" SI+ 'I " �` MH 30 P & 8 G V STD. CG-6 (TYP.) F S• z6 M_ M M M. - -T ... m E (3) Q �5 , ; , . , . , " ;. •: .. M M ... � _ M M M -- SIG 'E t z80. � I N I ) PROPOSED PROPOSED 8" CL 5z DI WATER C%� PROPOSED SPEED LIMIT -SIGN (TYP.) ._ z +oo ��— �' h •� CG-zz (TYP) _ o 27+5o 7 z6+5o M. M PC: i°+i4.6ory 3 ? , 5 I ROPOSED 5' CONCRETE SIDEWALK U < CZ M zg+oo a M ao+oa y5� PROPOSED 6' PLANTING STRIP _ - M M M M23+50, M 'v` ',M�_M - ry W $ 00. N _ CE --- SIG Lu M N PROPOSED v HYDRANT POSED RE M -. - - +oo --- .:..,.. � . .... —'-- 44' , •, . _. • -- ------ � .,. .: ..• ... � t 2 + z06°'R M��7} - � ti .� 4 $o +� BLI z +oo CE= ASpSEMBLYwI/8"x6TEE� z SPEED LIMIT r 35 + �. z4 00 3 z8o — +o I _ ^ -- -+ 9 PROPOSED PUBLIC R AD 49 'R zz+ o - ��M --- .LL .. • . `. " '• SIGN (TYP.) I a _ $ � I . wv • � I �) i N � 43 � .. PROPOSED'NO O Lu t PROPOSED NO ro 5' MIN. o PARKING' SIGN TYP. z ,5 ai MH-43 I " ` ` � ~ I_ a „I S FRONTS � 3a + zz' •' ,: zz+a� m ( ) 18 - -- BARKING' SIGN (TYPJ I I: ETBgCK n 43 -- 43' _ MH-z8 4z- - -,- - { �I - 33 - , .' - �M PROPOSED STOP � � TYP.Z 1 PROPOSED 8 x8" TEE I : PROPOSED SWM FACILITY & a 18' PROPOSED SPEED 5 S zo 43 PROPOSED VDOT L ' - Rd` (�` • '. ` � 1-► --- ----, �. ` ` I - s ' . ` SIGN (TYP.) LLI \.J L `, • II MAINTENANCE EASEMENT (TYP, LIMIT SIGN (TYP.) PROPOSED SPEED' Zzx$0 re 5 - - _ _ I I - -1 I , ' 111 I I • . `" . & (3) - 8 G V. I 11 1p � � fl I ) , 1 ` 1 `. MH-zfi LL.I MA ------ LIMIT SIGN,. '� / o. n -, ,:1 D -�� ' I PROPOSED CL zDI WATERLINE_ X. PROPOSED'NO �I I 1 PROPOSED SANITARY SEWER - � { _`. `...• , . : • " 5 � I - - _ ON I j - - - - - - PROPOSED xh YI I I I ETBACK rPROPOSED WATER __-- PARKING'! TYP. Iv SERVICE LATERAL TYP. I " a-- -' - ,-- ( ) I I I I I,_ I ( ) I , " " " I I �' � I I - - I MH-z9 i e-------, � I j `. , -'�• ` �/ s° >° ,� CG-zz (TYP) FRONT _ Jp, ¢ II PROPOSED NO AX. I PROPOSED zo'ACSA I I _ 1 ;,, ` I �- � _ _ _SERVICE LATERAL (TYP.) ' • . -�•`. •• . LL �+y 2i \. q � I m LOT o n I PARKING' SIGN TYP. J I PROPOSED SANITARY SEWER - " • • `, // xo ° Q 25- - I o o I ( ) I PROPOSED NO M ETBACK' UTILITY EASEMENT (TYP.) W-III LOT �,, "� ` II SERVICE LATERAL (TYP.) PROPOSED'NO.` 7'4 �' u/) S u o LOT I m J I I f' I I PROPOSED CG- D V/ L� { I LOT LI $ I 83 I I o LOT- PARK KING' SIGN (TYP) g / \M 4 „i PARKING' SIGN (TYP.) ". LLLL ', • ', • '. / :, 4g \I I I e : PROPOSED 8"x8" TEE I ! - • . ENTRANCE (TYP.) 7 z R . PROPOSED WATER I I LOT �I I 8 I i]I PI I I 1'• B2 ) I II I � Q 5 I -- OPEN SPACE . ` yll 8i o LOT ° L II PROPOSED zo ACSA /" / 8 z5 LU SERVICE LATERAL (TYP.) _ I I u`PROPOSED ALL I _ _ ILL . I ( I I o T & (3) - 8 G.V. UTILITY EASEMENT (TYP.) /3'p \ n/ W LOT 86 I - / I 8o LOT m \ J (MAX. HT. - 6') ''i i7 I j- : o I _ I _ ,`: `J LL ,'.% ` / 1 ` 20x v 3 LL — I I jl � II, LOT r s N J LOT 8 I�J, L LOT ° Y LOT ° LOT / • . L / o I . ] I � I J I ---- . ' j - J, - 79 i � V I:I o ` ` • ` •- `:. •,LL. � , , PROPOSED zo' :SA _ v+ o I I 111 - J1 I 1 I' (0.19 AC) I al 77 / / 48 °° Q ,LL• LOT 0 88 _ J 1 I IL I 78 EASEMENT (TYP.) ° LI PROPOSED WALL I m / % / " $9 I L- MAINTENANCE EASEMENT - : + : ` ." '. y':., I -' - j I I �I I `.. eLOT7 _JI I II 1 l=-- TBA_ — — I 1 I I; -' of I r F.`.� .` .` . .. 74 / , J zo RR_ S>_ I \� 20 REAR SETBACK f ,l v11 I J I °N / / / // / /PARKINGSIOGN (TYP.) / 2rvo so: o O I I I a' ----- 4 PROPOSED LOT LINE (TYP.) I- L I I - l `." Ijl" L o 0 z' 4 &4 _ _ _ I L,y / Q , . 'e . ' ...LL ` • - ------------ �, a3' y3' z, 4z - - ��,/ //i o /:� /PR��O&O/SED 9' //8"x8""+_ - / /r 73& (z) - 8" G.V. PROPOSED'N OT - PROPOSED SWM FACILITY & 46' 44_ . �;'+`, PROPOSED 8" SANITARY SEWER (TYP. )// L / / / / PARKING' SIGN (TYP) PROPOSEDWALL I �' `"LL "LL•'MAINTENANCEEASEMENT 2 i• / PROPOSED WALL (MAX. HT. =7') I �� r8' go' _ iT� 3 - MH z5 ". /\ S C\\\\\ \/ / 72 31 ° I I PROPOSED WALL ioo' WPO BUFFER (TYP.) �'` ' ' (MAX. HT. = 6') I = PROPOSED UNDERGROUND STORMWATER MANAGEMENT I (MAX. HT. 4') I I• L GRAPHIC SCALE - EXSTNGCEMETERY \\ / LOT // PROPOSED WATEI FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WP0202000053) I C -SHALL BE UNDISTURBED ` \ \ / / / /j SERVICE LATERAL (TYP. O OOOO O O O �\30 0 15 30 60 120 PHASE II Z'� .'� �. \\ / / // 71 SPACE.'. \ \ / OoOo o Oo O =_Lu `.OPEN SPACE.'.`, ;. \ / \ \ OoOOOO®OOOO o oOOOO Q� I Oo OO U = 1 . s \ 20 u / / OOOOODOo Oo 00 �Oo 0o c�0o DOOOo �\\ N FEET)1 30 II (0.33AC) �� \\RFgRSFT\/// L oTPF w a In JOB NO. 182154 SCALE 111 = 30' SHEET NO. 6 i 3/1G' STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2' DIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/B' DIA. HOLE FOR LOCK FINISH SURFACE "' NE OICU 3' DIA. GALVANZED _ T , STEEL PIPE SLEEVE CPAINT ABOVE GROUND �i PORTION SAME AS POST) a CONCRETE FOOTNG 3/1G' STEEL PLATE WELDED TO 5LEEVE 12' NOTE DRILL A 13/1G' DIA, HOLE THRU BOTH THE POST AND 5LEEVE FOR PIN PLACEMENT. 1 1 I I1 I � 1 1 I PROPOSED DEC ao'xa6' (TYP. I EXISTING zo' SANITARY SI rlU:No. EXISTING 8"DI WATERLINEPROPOSED MILL & OVERLAY.SEE DETAIL ON SHEET u.- _- W CE' 2R. LINS Z35791 i 26/21 SIGHT DISTANCE 280 \ + r / REMOVE EXISTING PLUG & TIE-IN TO 1 EXISTING 8" DI WATERLINE STUBOUT �SSIO w,I.0 Z I— Lu N N'T u _ '� U) ILu F I — VW1 u I £ ROPOSED 8" CL 52 DI WATERLINE C L TIE-IN EMERGENCY ACCESS ROAD TO EXISTING ° DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. 23 C EXISTING DRIVEWAY SHALL BE MILLED AND 1 OVERLAID WITH NEW PAVEMENT. + K_- ' Z o ¢ C C LOCATION OF REMOVABLE I " I o£EXISTING SANITARY SEWER MANHOLE (MH-EX-az) n IM TO BE RAISED FROM _ O f Co BOLLARDS & KNOX BOX FOR 759-75TO76o.z5 H L) U) r EMERGENCY ACCESS ROAD. EX. INV. IN=747.73, EX. INV. OUT=747.65 ) � w o to SEE DETAIL - THIS SHEET U) 1 f 1 - — — � o �_ u EXISTING 8" SANITARY 4 zo' �c `J n z .. ° K SEWER TO REMAIN PROPOSED LOT LINE (TYP.) o P1�C: as+o8.zo� -- I W w u — — o ROPOSED 8" 45° BENDS -PROPOSED2o' ACSA — w/ li ° \ \\ SEWER EASEMENT — ao ) UTILITY EASEMENT (TYPJ LOT LOT d V) (D.B. a396, PG. 69) \ 0 �` 2 7 1 �w > \ \ 1 I s LOT LOT 122 123 W \ S �_ LOT 120 121 _ > / \ EXISTING SANITARY SEWER MANHOLE (MH-EX-u) — — o LOT 11 �11 119 0 PROJECT BOUNDARY (TYP. ' RIM TO BE LOWERED FROM 762.92 TO 758.0 \SE76PCK LOT 118 PROPOSED 8"x8" TEE / \ EX. INV. IN=745 99, EX. INV. OUT= 82 \ \ LQT 1016 117 I� & (a)-88" G V.1 PROPOSED' \` \ LOT 11 6 ° I PROPOSED FIRE HYDRANT NITL LQT S � ASSEMBLYw/8"x6"TEE m PROPOSED. \ PROPOSED VDOT 5 \ \ \ \ LQT 11 4 - \ - a6' o STD. CG-6 (TYP.) -1y 3 4 \\ LOT 112 3 -� SEWER LATERAL ((Tl P) CG-22 (TYP)' -G a4' D15T \\ \ ' -'' -r•` \r \ \ LQT \ _�\ 111 A:i' / \ Q W O N N \ \ PROPOSED CONCRETE SIDEWALK LOT C / 5 fj' \ 110 J \ " PROPOSED 8"x6" REDUCER y" �. ' ` \ „ LOT 1pg \Q \ & 6 G.V. 7 so � N PROPOSED & PLANTING STRIP : " PROPOSED'NO LQT 0 \m — —PROPOSE WATER � — — LLL v6' PG w+z S PARKING' SIGN (TYP.) - 1p a �\ \ _ \ PROPOSED FIRE/ `• - ` LOT LOT 7 8 SERVICE LATERAL (TYP.) 0 ao+go+oo \ \ HYDRANT ASSEMBLY : ` `.\. LOT O 1 106 6 ° ESBP"K \O\ d T O N 6 RON� 20 ro _ \ \\ \ 103 °4 25 MAX 10 L . 1 _ EXISTING SANITARY SEWER MANHOLE \ PROPOSED SANITARY PROPOSED CG-g \ \ \ N m PROPOSED CG-gD ENTRANCE (TYP.) l-1 v3 ' SO 5 5 \ ' m v4 O PROPOSED S" CL 5z- q_ Cn (MH-EX-ao) TO REMAIN SEWER LATERAL (TYP.) ENTRANCE (TYP.), PROPOSED 6„ CL 5z DI WATERLINE DI WATERLINE ROPOSED A.R.V. f� \ cs ✓�� " / / P S KING zO ro yi — PROPOSED SANITARY I 13 R (TY — SE (+� P O O ED'NO PAR SIGN P.) " �• ` ` � � h - �' %'\ O z� _ m � 2 0 32+00 33 \ _ WER LATERAL (TYP.)- 5 . . . PROPOSED WATER' \ a FR zO o —' 1 Cn TIE -INTO EXISTING 8' PVC SANITARY SEWER M\ _ M J` 'NON N S . MH 48 SERVICE LATERAL (TYP.) _, M S , Bj CK +5° • �\\ PROPOSED \ \ WITH PROPOSED DOGHOUSE MANHOLE ao — SE1 v5'' 32 44 ;PROPOSED WATER PARKING�YP.) 1 • ` LOT 1 �� ` SERVICE LATERAL (TYP.) LOT M Z PROPOSED CG- D \ 102 PROPOSED 6" CL 52 DI WATERLINE M +oo — 9 / oLIL � " . . ENTRANCE TYP . . . " \s as' n MP R \�, pT N J 33 ; ' ENT C L PROPOSED'NO 9 I R 9 .' .`".'".•.' .••.•".•,.•.\-`. . `: . • 5 \\ %;� �� ro -.� N o.- - 8\ s\ \ ETgp,CK \\ \ \ KIN SIGN \ \jam \.\ , '', 8'— O OL G S G (TYPJ . •OPEN SPACE. `.... MH 49 ; - r 4�: ; . t r \ 1pPo'R \ MH 45 \ LQT L \ � � . ."`.•`.•`.`.• � i .. . . . „r" i 6„4506 +pO �� y i� _. A\ � , • . . • `. \ s " ' PROPOSED END I I LOT , - (112 ). .• • .� r • . " LOT 92 34+5 \ \\ \\\ \ PROPOSED WALL-1 O • `. `,�`; -'' • ' • 101 -- � ': `� ,� � PROPOSED 20' ACSA \ LOT ° � \ MAINTENANCE EASEMENT r „o FRON UTILITY EASEMENT (TYP.) ROPOSED ' CONCRETE SIDEWALK — LLJ PORTION OF EXISTING SANITARY . s i 3 r 5. C PROPOSED'NO LQT ' n \ ARSET6 J z 94 SEWER TO BE REMOVED & . i r — r Sty - 1 PARKING' SIGN (TYP.) 20 J • • ` % o \ _ EXISTING EASEMENT VACATED lb `. r " o \ \ \ r O\ 95 ( \ \' _ — i ". MH°;47 . PR P ED' \ \ LOT m \ \\\\ - . . `." `. MH-46 \� \PROPOSED 6' PLANTING STRIP — — 44 . •! `• � I --I �•r` a- -.',PARKING SIGN (TYP.) — \ o a \ \ 1 9 - LL ` . • " • `. '. . " .. '. \ LOT - \ - a +� '" l ` �• ' PAR . , — %=' _ 1 _ R \ — , 7. 1 _ _ �P OPDX. WALL' 1 PROPOSED STO MWAfiE - .' •• "� • • \ — A � _ — i 1DD LOTL9 0 \ LOT , (MAX. HT.-6'). \ . • \. MANAGEMENT FACILITY'S' - � :/;.•:�, • PROPOSED zo' ACSA _ � . `� -'• • ', • ". • `. ` • �.\ 1 i � \ . • . \ SEE VSMP PLAN FOR DETAILS• ` ;..j UTILITY EASEMENT (TYP.) . . 1 " 1, i 44 _" ' - • ` ` • ` ` \ A \ �. /, - �`. _ LOT 98 \ \ - _��' PEN PA E`. \ (WP020200005) 1�+. 1 - i O S C Lu 4' 1`- _ �- 1 � Q 1 H I 1 �� - J - j PROPOSED WALL 0.26 AC QO U Q I 1 o I CZ MAINTENANCE EASEMENT O o 1 C S �- PROPOSED LOT LINE O Z O s I - O O _ O 1 o 1 •1.• O o ✓. - O O \OOO O 0 "I• ` — — T\ v V— — � ` ' OO o OO O° WPR POSEDWALL LU 7 MAX. HT. -6--------- )ROPOSED SWIM FA ILITY& �ul F-- w aoo'WP BUFFER- MAINTENAN EEASEMENTO PROPOSED SWM FACILITY & WMH EX 9 O MAINTENANCE EASEMENz % \ J aoo YEAR FLOODPLAI U) Q F_ / \\ TIE-IN TO EXISTING MANHOLE (MH-EX-g) / / O 0 0 0 O D — — / ©00 O J LLB w O` \ \ / / / ! ' O OO O° ©a O OO OO � � _ \ / / PROPOSED TRAIL EASEMENT 00 0 � 00 � J \\ / S / O�OO - Q OO OO O° QO Oo °� 00 0° Oo QO OO QO 0O QO Oo 0° O° / D.B. PG. O ©� J Q ° \ _ PROJECTBOUNDARY(TYP.) GRAPHIC \ �Ri- CASTING �o�0� — %��0 OO a� 30 0 s so ec: O o -O 00 ®®{��DOoO°O \\\ J/ �� / OooOOO OOoO° _ ® C04 D O _ _ \ ©� ©0 — — ( IN FEET O ) ,...... 0000\ (0 (0 -- / �\ — / 1 inch 30 fL u o In 000° Lu oV0 ---__ - - - --' a OoQO OO - i DD 00 00000000000000 JOB No. �� QOOOOOOOOo�OOQO� OOo� OoOO 182154 ` \OO OQ0 000 OOQ OHO SCALE 00000 000 O OOOOOQO �000�00000�00 = O 1�� 30' s 0 0° 0o 0O 0p QO Oo 0 0o OO o o 0O Q 0 ( Oo Qo O° A — — — — — — — — — — — —QOOOOOOoO OOO O� OOOoOoO°��O ° 0 OOOOOoOoOOOOOOOoQOOOoOoOO 0000°0°0°0°0°0°0° OO SHEET NO. OO° 00� 7 F E 74z.831 PROPOSED 2o' PUBLICI I DRAINAGE EASEMENT T Qr 180 G R 741 50 I --�'-• / / 3 / � \ _ � s`,< � � z6 / I I I ` ' / / N1 �_ M-�----'. LM1 ¢ F E- z1 / 0 1 / 1 -74 7 ii�� 3 / o / MCCOIVIB STREET / o PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN - ` - - - PROPOSED DRAINAGE SYSTEM 1 I 56' P I SCOTT R. LINSZ LOT - \2 / J I QLIC STREET / l O 0 G R=74p.�3 SYS I EM w/ 1o' PRIVATE EASEMENT (TYP.) \ / / z / �'8 8234 PG. z / U No. 35791 179 F - 1:5p 7~0 \ / PROJECT BOUNDARY (TYP. 97 �34 / - \ 4� 4/26/21 �4 LOTz °1/ \ PHASE III yg' R=740.37 % \ \ (FUTURE) 1 F 8 3 / ROPOSED DRAINAGE SYSTEM I LOT I I G R 3Sf5o 177 F �0/?7 70 .�. •'' j I ,, �% \ \ PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 'PROPOSED zo' PUBLIC \ \ SYSTEM w/1o' PRIVATE EASEMENT(TYPJ / xoo !' 72 _ + DRAINAGE o r ✓ O // //: \ \F9�/t/� // \ / / i/ cn YD-2A' • 7 8. r I \ SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX' \ / xh Q f ) 1' \ M\F / ' / / - - - - z LU - `. . k • / 3 / 5.3 \ \ \ WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 13 yy! P i ° /'GAR-733 5 \ \ \ - - - - _ - - - / 2: z "'" • . . J. " LL 34 34g -736 \ i6B - - - 6o LBS. PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) 3G - O oLOT AR=732.OSED 20'PUBLI M 2 DRAINAGE EASEMENT�3foo � !3o v5 0 i .. SMT=7z3.67 '1 / . `. `'i - 1 - - yik0 > M o M i3+5o M o / o , '•` / LOT _�� .• ".; r._; 1,. - - -- �� �; o ¢ o as I}- PROPOSED20 PUBLIC x GAR- /- + I � �-�-PROPOSED 12 HDPE YARD DRAIN SYSTEM RA BLINC BRQ AN 6 \. . _ DRAINAGE EASEMENT y = 59 5 -M11+5 '" z z4+oo E•(3 z3+oo \ - va `• �_ i / � FFE 73z.83 / _ :w/1oP-RIVATEEASEMENT(TYP.) ^^-li+oo� .,,x _/ � LOT O � � � PUBLI ST{2EE \ iz+So _�M u m 14 �••� w t�i� Z o • . ,,... .... \ . az+ '`:- c 1 -731.5,ytiLu oo _ 8 7 .00 i' n \ / F E=73z.17 60 / 7 5 GAR=7zo.33 4 � f J 13k 13 20 I SMT=7zz.33 / FFE=7z1.00 / LO \ w �mII 15 zsfso / / / y s / / w < Co W E wm Q r v iz6 0 7 F-73 I - _ _ _ I I i- �/ I --•.-' j L , 1 I � - I ,m . - . \ ,.yam. ... . -.'`._ •, .'. '. • • . 5 . //// �� , s -, .. , _ � o ... .. ��, y z.o6 / /, _,SM�7 id�'7 �ji .,.f • �/ LO L2OT / w 1 .00 a E- .67go a w R 740 0 738 IGAR= 8. I GAR o. - -73 7 GAR=73767 j GAR=73733V - r / / / 60 FFE=7383 62 l 55 _ = 1 FFE= 8. FI FE=738. 0 736 FFE=737.�.' . d . _ v w BSMT 730;831 736 _ 73 33 i"' . 7 : - / SMT=721.00 / R=717.67 / / //I v- T BSMT729;So I BSMT= z8. o BSM=7z8.171 , =7 7 So d `. • 1. • / % / \ _. FFE= 8.33i \ / / LL>, LOT 7 z f l 1 7 5 ./ f. / /M y Aft=73o.1 LOT !' LOT LOT / 1 LOT I LOT 63 ". . - . - . • . - . /. • . / / 6• /; � � o �o, 4 L I � I I I - . • . / / � '' � � �� �. xo ��.�... � .SMT=7i.o0 ' v ,// y / /=717.oq" �, / / / / / /I 1 I A\ 1 78 73o I 77 r 76 75 1. `. / BSiNT=7z6.17 l I/ 11 � / I7z8 I v •''�`-• '-'-''•". '• / ... •-j -LOT � 4✓�� GAR=73433 - �_ FFE-/35.00 v 64 / / / YD-1A 53 PHASEII �Z . /74 i 1 / G =7s6z we Q� �7 / /�/ ► I '- t = LULL C. 1..BSMT-725.17, L/ I �. ox , / . . - �-` - � °o \ LOT FFE .3g -__ -- w ,. �.%`.• LOT / `\ \ �� � / � Y�_1 /� �/ \ �o Q�J � I• I / / J 7z6 - 2": 2. . /'. • ' L _ -%j / AR=73z.3 \ - - !c ^y/ -52 . ' ° J.Q h l / l l / I \ LOT FF.' - - / / }• 73 J " 1 BBMT- 3' %\ /<, LOT 2 LU / LOT / 301 3.33� 51 z / - ! / Sxso _ \; \ GAR= 1 \ \ / PHASE I SLOPE MIX t 1 j 7 4 33 7a8 / / / / LOT N AR ` 4TE OF / 4 y \FFE=71S.00 /I / / / i9 BS /ISE(TYP.)100' WPO BUFFER (TYP. � i /� _ \ �. , -• . • . - � S \ x/L Tv � 4I/ , /\ \ � 8B � L LO2 / 74- LO \ /&� - _-- - \ -•. ,• ol T- -.- _ _ �.. o =` 7 \ FE-723.i / J \ /.. r I \ \ LOT _ 1� / / i \ \ C'7 _ LOT \� \ \ / j \ \ Cy) /o Q Oo Oo Oo 0O O OO •O OO C7 00 \ - i \ / LOT / / / AR- \ / / / / \ LOT / / / 22 \ \ _ 69 /9 \ 2 \ / LOT \ \ \ j �l 0 0 ioo' WPO BUFFER (TYP.) 7io / / j/ 5 =7zo:o 1 , 4 a 1 / �\\ \ 3 / // � / LOT 23 \ \ I � / M z OO �o00O '- ©®- - y� / / 1 7I/ �6 \\1° 8xo �' \ \ \ \�\' 24 \ \ I / too -YEAR FLOODPLAIN (TYP.) O \ - \ L \ / 1 / I \\ \N o Q ' --- OO OO o • OO O° o ---- �// LOB/ / /' \ q \ \ / / N J Oo P POSED DRAINAGE SYSTE / yh oo ro1 / I : e9 u PROJECT BOUNDARY (TYP.) OQ / 1 { _ \ \ SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF Q Q 6o LBS. PER ACRE, OR 1 LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)) LOT e " 3 5 /� / _ 6 i� y� oo \ iPROPOSED zi PUBLIC \ `\ \ \/Y-'> > O \ EXISTING STREAM \ \ O° O° �n1 O O O OOP o �� o\OOOOo 000000 \O \\ 0 \O O \ / - \ 30 0 30 60 _720 DRAINAGE DESCRIPTIONS CO 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 DI3B CG-66 734.00 13 15 90.62 1.74% 726.00 724.42 RCP 12 DI36 CG-6 8 730.42 11 24 93.89 1.68% 719.58 718.00 RCP 10 DI3B CG-6 10 723.58 9 24 93.37 1.79% 711.50 709.83 RCP 8 DI3B 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% 707.00 703.93 RCP 2 MH - - 705.50 1 24 46.37 1.79% 703.83 703.00 RCP 8B DI-313 CG-6 10 715.33 8A 15 28.04 0.82% 708.33 708.10 RCP 26 DI36 CG-6 12 734.25 25 15 29.74 0.50% 727.17 727.02 RCP 24 MH - - 734.25 23 15 27.74 0.87% 726.92 726.68 RCP 22 DI313 CG-6 8 731.92 21 15 147.12 2.77°k 726.58 722.50 RCP 20 DI3B CG-6 8 728.42 19 18 22.32 1.03% 721.08 720.85 RCP 18 DI-1 - - 729.00 17 18 20.90 0.72% 720.75 720.60 RCP 12B DI313 CG-6 10 730.58 12A 18 27.78 0.90% 720.50 720.25 RCP 20B DI-3B CG-6 8 728.50 20A 15 27.68 1.16% 721.50 721.18 RCP YD-1B 12" Yard Drain - - 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 1 710.33 HDPE YD-1 12" Yard Drain - - 713.33 12 1 41.30 1 2.01% 1 710.33 1 709.50 1 HDPE ( W FEET ) 1 inch = 30 ft. DRAINAGE EASEMENT y _ LOT, / / v� l` �� W �� J W Q J \ \ i oo \ / i LL.L9 Q O z 658'_/ Q U) \\ / \ LOT W PROPOSED SWM FACILITY & \ "• ` \ • •�, / \ LOT W Q \ \ \ \ \ MAINTENANCE EASEMENT \\ 1� :.\ �. \ \ 50 in W Ul LU PROPOSED UNDERGROUND STORMWATER MANAGEMENT �o"• = L `.� ` I \ \ `J FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) \ \ \ \ \ / \ \.\'. V\'. I LU PROPOSED SWM F CILITY & \ . .\' = 4 4 ' . . \ • ' .. _ _^ \ \ J MAINTENANCE EASEMENT / • ' • ` -I- I \ - - I SEE VSiMP PLAN (WP0202000053) FOR SWM OUTFALL DESIGN \� ,')'- j I I � � L - /NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE I', \ o Lu EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. \ I I 1 \ - \Ln / \ I% / I I n \ \ JOB NO. Drainage casement Chart Pipe No. I Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 3 24 1 8.5 21.0 21 Qe O Ol7• � O. O• • � �0�,� • • •O O 0 ©OOy`, 00 On \ \•\ O� O• III Il ,� � Cw' 0 0 0 U 0 0 c /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 / / / / T 12 _ w/ 1o' PRIVATE EASEMENT (TYP.) / _ _ - - - - O SCOTT R. CbLLINS Z ROJECT BOUNDARY (TYP.) , - ---- -- No. 35791 l ." v w" ' w." ` B ew" w w w w T - w /'� ---- ---- _ // �� 4/26/21 .cv4j 758- - w w w - w W - -� o��SSI o LL` O t i3 4D �\ �L / - -- YD- C --- , , / ` I 6. 7 7 754756.0 0 - I LOT LOT PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN ;75,z 6B 75 J _ - YD- E / LOT 151 152 SYSTEM w/ 10' PRIVATE EASEMENT (TYP.) LOT �50 „ c�-. � , . • . • LL e \ LOT T ' - % / OT 148 T4o9 n c m \ i/ � 1 TG� Ty �� vJi.J . I.-` "' •'"7S. 4.•'.e .. _�.. �{�_.rn M /. 47 Ty m�7 �J ,�tl� • •"`" '✓ ter_."''M M M M _1h \ / LOT \ n c m A A �� MC�OM.B STRff M - M M M M6� PROPOSED WALL LOT n v J ° v v �_-' o=n� _--/_ M -M - 6' PVBL STREE u 146 �\� n 2' u v J J o ° M m 1 z +oo, PUBLfCSTREET / --F - 8. �CSrR F MAINTENANCE EASEMENT rao �, n J o .° __ _ 0 5 - zz+So sz EET 1 / LOT 145 T v m .o 0 0 / + 25+5 / 15z4+So Z + 23+o0 34; PG zo> / `u 1 T /m �J J $ - a - _ i o I ii / M - o/ 4 00 3 23+50 zz+ 2 LOT mG m?� J °o•-_J ° �a I .'.. i / 26+4.. I h C LOT 143 YD 4 -m - e _ � i _ - L 764 TW LOT 1/+2 -,1 � `� � � � 6; $'\ � i o - __ � -- p 68 ' LOT �41 �?� m� m'o _ �o 56 - _ M --------__-__-- --_66 - _ - -- - - Ex3z \ < I-- o o 7 M -- - ,w PROPOSED WALL 140 P 6 n _ _ - - - - (MAX. HT. = 4) c G* �, V '� o ,� - - - - M I- DRA/NAG z H I E DESCRIPTIONSrD ?� ��`- J - M M 27+0� ° -- 3+ / / PROPOSED zo' PUBLIC \ \ - PIPE INFORMATION INLET INFORMATION C r / DRAINAGE EASEMENT - STIR. NO. DIA. LENGTH` SLOPE INVERT INVERT Curb SLOT RIM / - _ '- I / ° MATERIAL INLET TYPE f > PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN o ° t �. M CL�NG p (in.) (e.) (%) N our type LENGTH ELEVATION j F t� o� , SYSTEM w/ io' PRIVATE EASEMENT (TYP.) /iTREET 27+5 - - ' / ° uu w m = � o -_ -, r 36B DI-3B CGE 10 745.08 �I^' ; / - _ = - 2g+oo - - { o , - \ PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 3sA 1s 33.za 1.zo� 73a.00 737so RCP o w C �60 1 °° T SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) 36 DI-3B CG-6 8 744.75 O u / __ �o - - T � m - ' 35 15 162.53 4.25% 73T50 730.60 RCP Z 34B DI-3B CG-6 6 737.42 > j < +O EXISTING 12" CMP 8�� N T ➢ " ^ / _ w U - o r - - - y/ _ - - _ o - "- _ ' F -n G� P'�Z7 J / i 34A 15 33.57 1.19% 730.50 730.10 RCP u - - \ CULVERT TO REMAIN - t^/� " +00 • 48. • o `\ \ � T c m� m � N �:,, � �` o w I � ;• / � � � 34 DI-38 cca to 737.33 W a I 46B 15 ��'� - - _ - - - - 70 v\ J LOT $ / 33 18 36.83 0.62% 730.00 729.77 RCP PROPOSED DRAINAGE SYSTEM l� v ,< J 153 I a ce uJi \Ji+ 54 "''�16° 326 DI-3B CG8 10 738.25 0 ?1 m ➢ �m 11 J W J LOT - - _ a -° r 32A 24 27.72 0.54% 729.67 729.52 RCP p A J LOT 1 / I u �� iTT 32 DI-3B CGE 10 738.25 F CLING LANE - LOT _ Ij�I 10T 1 6 55 J n /\ # Y 'I 150' PUBLIC RIW v o+oo �' m� LOT 157 5 31 24 174.39 0.52°h 729.42 728.52 RCP 30 DI 3B CGE 8 744.75 0 i63 LOT __ '{� •' 2s 2a az57 0.ea°r° 72aa2 72aoo RGP 3°+S° %FFE-7571 Ali. I ° LOT 158 G R LOT 1 1 `� LOT LOT 1� 159 - - - 31+00 / I a m / - - 27 24 11.31 1.50°h 727.00 726.83 RCP / / • :. r. � � - a FF 765. 3 16 1 / N - 748- - 75 4 I _ I -�_.. - - - O 38 0I-1 - - 735.33 - - - _ •LL \/ I _ - �_- - - / -' . • N _ PHASE 111 37 15 29.70 1.08% 730.92 730.60 RCP _ 46 AR-755. 7LOT 1 I - 756 _ ��LL,�.4• { (FUTURE) / - , ' . ' • • ". . ' �.\• 46 MH - - 757.92 EXISTING 12" CMP I 139 F =75733 '• I ° ISO _ F,FE_7 165 � - - , • .y . �\�' • ' S ` / / ° CULVERT TO REMAIN / o I j / 45 15 58.26 1.72% 751.00 750.00 RCP _ I " 4 �� LL 366• - _ _ - 44 MH - - 756.00 0 .•i .•i G =756 �O 'o _ YD ZH - I 5 �' R_ p LOT p 4'` 14" ---- w C ry ry N 1 �'. 754' 1 I I s • " 75" ' - 'YD-2D i Z 43 18 111.16 3.66% 747.17 743.10 RCP F 'y 'a \ / I LOT 61' _ J - - / / I F=756.67 i 4 s F�=755.r 166 � I I LL . • . ' ` •"'. _ _•^ - ` "' • .7 / - �\ 42 DI-3B cGE 10 7sos2 p � � N PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 138 ° PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN'. • 'r `- y% / /36 41 18 100.34 3.14% 743.00 739.85 RCP N v / 6; _- SYSTEM w/ io' PRIVATE EASEMENT (TYP.) . • - / j 6A - - - 40B DI-3B CGE 8 747.50 SYSTEM w/ 10' PRIVATE EASEMENT (TYP.) " 746 7 / I LOT FF R=754 7', 5%1 AR 753. 7� �T rl \ • <S. ` • t ` E- 6 8} o- ° � - 40A 24 27.69 1.16% 739.75 739.43 RCP 1 75533 - `� • ` • /o w-- -- - 40 DI-3B CGE 8 747.50 I 37 I % F 16 / . '.. YD-zC ,• LL'." •� • •� 74 � � o I / o , / - - / / / I I j I\• ` ^,- y' / LQT ri/ / / 39 24 54.76 1.52% 739.33 738.50 RCP w o � YD- D I ; . p • R z. o LOT I . •, . • ., " .• , .LL . •, . • . • . • . •" • . •: . ' ..%• 183 G R ✓ / Z PROPOSED 12" YARD DRAIN SYSTEM 3 loo LOT GAR 4%, o FFE 15 1 \ PROPOSED 1z" YARD DRAIN SYSTEM;`- " / F E=745 ash DI-3C cc� to 755.zs a I w w/ 10' PRIVATE EASEMENT (TYP.) i36 FFE-754300 42 v w/ 10' PR VATE EASEMENT (TYP.) ) � . _ _ , \ - aaA 15 3a.7o oss°� 7aa17 7azs3 RCP Cf7 W / I �' YD-2G , - - < ` q1' ° / LOT I ,.. - / 48 DI-3C CGE 10 755.25 �--L / PROJECT BOUNDARY (TYP. - - LOT o 74 $3 182 GAR=743 5 / / 47 18 99.52 0.56% 747.83 747.27 RCP Q w / / J - I I GAR=751- 7 h �` �• I FFE= 1/ \ c`7 ' w / PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN-7Sz_ 1 __---- °� F(E=7S1.8 16g " 6i / / n " 744 7 \ ash DI-7 - 7sz7s to / / SYSTEM w/ 1o' PRIVATE EASEMENT TYP.) - - /` LOT f y / / ® M / / �( " 46A 15 33.59 1.49% 751.75 751.25 RCP PROPOSED 12" YARD DRAIN SYSTEM I I III' LOT GAR=751.67 6% 3 V 1 '. L - I. -I _ Et8 I J' 181 GAR=742.17° I F. + I f_ 7"' YD zF • '•'- ` • ` ` • `" " •�` F E= z.8 CULVERT-1 ES-1 - - 758.33 / III YD- C 135 FFE=752-3 - I7 I' I'. I / ' " / 74 3 / , 3 w/1o'PRIVATEEASEMENT (TYP.) / / I 3 �- (. _ • • - - • II / / / 15 16.38 12.21% 756.00 754.00 RCP (y z YD- E 7 .00 LOT _ - - _ _ 74 5° 1 / / / sz6 DI-3B CGE 10 755.17 Q 3 GAR-751.00 0 o Zw `744 _ -- - GAR= / / ❑ 7/0 + H 746 I tioPq' I FEE=742.17 52A 15 27.63 0.83% 748.25 748.02 RCP N J 134 FFE=751.67 LL- 7°0 a YD-jF - - - 52 DI-3B CGE 10 755.17 41q d m I -. �� EN ( ) DRAIN / I ' - - - _ ° LOT PROPOSED 8" HDPE ROOF/FOUNDATION D N � -� _ ' ^L - - ^' i ]g F K=7403O �/ - --- \ 51 15 163.33 2.71% 747.92 743.50 RCP 7 z _I -� w 10' PRIVATE EASEMENT TYP. = I S SYSTEM w/ 10' PRIVATE EASEMENT TYP. N Q - 75 33 _� / / . _ / \ 50 DI-38 CGE 10 749.00 LQT.G;AR- o I �'7 I / IN SYSTEM 1 0 1 T N 133 75 - ( ) _ - / / / \ 49 15 64.16 1.82% 741a2 740.25 RCP 1 0 1 3 PROPOSED 1z YARD DRA rl I � F E- 1.00 � I LOT LOT LOT i I JI I YD-zB / + / / 170, LOT LOT LOT I I LOT / so6 DI-3B ccE s 7as.00 LOT LOT 1, I 1Q2 GAR=74967 7°/ I j i o o m]1 01 z m173 �74 175 LOT I I'II 1]8/ R-7Qo.�7 /, ti /� \\ 50A 15 27.66 0.83% 741.75 741.52 RCP z I -- r LOT 75 33 I -, 0 0 1]6 I --3 _ W S - / \ \ W 3 FFE- 0- --- --- - I I LOT 129 130 YD-j6 33 - OPOSED D / I R- I ao o � a � 0 1 � l � to R DRAINAGE SYSTEM J J 128 T -n G1 ` " - � � -. II ui � ��^ u q � � i� � � � m ry I � I LQT � _ � � /� / / / \ Y0.2E 12" Yard Drein 746.00 7 - 749' /q-- -- w w M I I I - \/ (q .. / \ 12 20.30 4.93% 742.00 741.00 HDPE J J + 4 Q M w w ^ w 1 � LOT T m p m I LOTF E= i a Q F �R-739 Sp / - Q LY7T- 12 c --- - I LOT 2�� _ - I -- ---- ` - ILO 1z n G� m n w D 3 S I o-- �0 2=w ¢ n I 77 F oh �> 3 J / \ Y0.2D 12" Cleanout - 745.25 > J J w w YD- oA w ° w I I G rr 7 ' 4 ii rn u, O I 1 1 749 7- ° - -CYw- w L'J w L7 w Q r?�=74_ 7. - 4rJ �' ,:. / / \ \ 12 44.65 6.72% 741.00 738.00 HDPE � z 5 \ I --I W 3 w m I I\ �_ _ 4 / 3 \ \ Y0.2C 12" Yard Drain 742.00 12 T; G1--, I m-O7 J � J__ °� kr -- 3- I-. 4 l 1r� .---J�--I--7�_ �--I �� - i--ate;._ I .�/-�-� � �7 $ m A J J J -T ➢ �� Ir 70. I v 11 ° _ _J__ YD_3A °- __ __ I_� _ _�O_ �\ i_ _i __ .J 50`"T I f 1 _l/ \ 12 68.50 3.65% 738.00 735.50 HDPE LL- _ 'PROPOSED zo' PUBLIC \ L. -'- r ;... I - - - _ _-r-h-- 1=_ ^I ' \ Y0.2B 15 YaM Drein - - 739.00 J J w _ + DRAINAGE EASEMENT " a >\ -- -- (V � o - - 12 55 90 0 89 h 735 50 735 00 HDPE L9 ✓ 7 Y0.2A 12" Vard Drein 738.50 Z _ -- o I �- / 3 "` LL • e ' \ 12 60.30 1.66% 735.00 734.00 HDPE w YD ZA • S 3 J - / PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN k ` a53 \ \ YD 2 12" Yard Drein 736.00 Q PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / - r ` • ' "� / 34$ \ - - - - U �l 0 SYSTEMw/io'PRNATEEASEMENT(TYPJ 6 „,: 34 -73 16B \� 12 31.50 159% 734.00 733.50 HDPE Q N ` - SYSTEM w/ 1o' PRIVATES EASEMENT (TYP.) M 5 F o to T M j2B a �/ / 6 \ I \ _ _ N - _ �7+50 + f 27+00 N / ^N` �26+50 \ j0 M / �v-.:. \ \ -0 YD-2H 12" YaN Drein - - 753.83 U -h 1 z6+ - PROPOSED zo PUBLI 00 � 12 70.40 6.39% 749.83 745.33 HDPE 28+0o v 4 �9 z + M 4 M �z DRAINAGE EASEMENT zB -- -- - . ._. 12" Yard Drain 749.83 5 / 'z8+5° - 12 36.00 13.89% 745.33 740.33 HDPE LU 1 5 - 2$+OO _ M ..._. -+00 --. - +. �:.• __ .. - ;, ••. •... -.�/// 2+ � �-O� / \ .M-1 M�-�fnY 2"YaM Drein 744.33 --RA BLI I BF AN 6 M\ i + _ ®- z z I' i ,•_-. >- / PROPOSED6 WIDE24+00. E.I3 j 00 \ 12 84.85 5.69% 740.33 735.50 HDPE - Y0.2F 1 rO I / �, REVERSE SLOPE o , PUBLI TREE \ zz+So -1�M LU r / PROPOSED DRAINAGE SYSTEMI I, M 'ry / - YD4C 12" Yard Drain 756.00 0 L U b- / r DRAINAGE BENCH, .� . - _ 2Z+ - ° o1 �' -__: I !' - • . " I I I .. I - ^ %•, �'> . 00 12 65.20 0.77 /° 752.00 751.50 HDPE _. �', PROPOSED SWM FACILITY & 'a` 1 J -' _ j2 YD46 12" Ya d Drein 756.00 - MAINTENANCE EASEMENT - - 0 S ~ LLI .. P... _ �5 _•, 'e _. - _ I .. _ - - SiA�•�4 1 �" `• ' � " � `. • • " I. I I I I \ �_ .-. - - ':.,••S • "i6.. 1 12 28.50 0.60% 751.50 751.33 HDPE GAR-751.00 ) �E- 1 AGAR=744 7' - - o o / - _ I I 74 3 f 1 l � � _ � I f� '� - YD4A 1r' Cleanout 75ss7 W o / GAR=75 FE=751.67 I 40 fFE=745. I I / = r - "' -N 12 68.60 0.96% 751.33 750.67 HDPE z _ I II FFE 8 1 -SMT= 1.8 I 1 oo Z z ,GAR T43. - GAR- 1 8 ' J7% FFE- - � --- - I I 754 7 I� 753_ 1 I 74 3 I, � � - - 7 • - "- I T- = 2 / `. " - < " • ` 744 O. I R=741. o j _ I I I I ^ . '�. • ` /f YD4 ° 12" Cleanout 756.17 r�//�� L ,f GAR=755 67 I I FFE=754.83 7Sz 743 5 - - _ - I �' 1 - �T 7 75 736 ` • 740 , `T. 12 18 65 0 91 h 750 67 750 50 HDPE I I/ 1= SW= .00l LOT / f B5 4'?7II I FE=74z } _II R= 0.00 7 8 \• !� -, _ GAR=757�33 �; FFE=75633=J -745 �' / I ,82 � / - _ i, I I I , W ``: . ' . • � 7 S:oo I I I I'BSM =7 33J 74 ! 13 GAR=738.67 I I I GAR I I GAR=737 33� I I GAR=7 67� '. LL . •I '` - •, ; . • . • 2 • / - - a I I FFE= 8.00 I BSMT=746.50, _ LOT 1 84 II < 736. I LOT FFE=74o.67 737 7 \ l- • YD4E 12" YaM Drain 757.00 =-758.67 75 y I 7 6 -739 33 FFE-738 0 736 FFE=737 3 I. �. ' `. f `. ` LU - I I LOT I I I 85 ',I PROPOSED SWM FACILITY& - YD- A I � : LOT I BSMT=73o�83' I i 736 = � _ '.�• �• 1z sa.ao t71°i° 753.00 752.0o HDPE J Q 759 33 7 74 7 - S6 T- 8 1 L „ I 6 I � MAINTENANCE EASEMENT " 'w, `. � " .. I ' S , I � IL 81 7 4 I I L BSMT=7z9�5gl:l B�SE = 228. 01-728.171-727�So • • `,'. • `, (`. • %. • '. LLi � � � YD4D 12" Yard Drein - - 756.00 W 4T= o ', �I I LOT 86 7`t I f 1I - 'p \ I. LOT I I 7 5 / \LU 749 5 PROPOSED WALL" f / J3 PROPOSED 1z" YARD DRAIN SYSTEM I 7 z I I I I j LOT "` , •"� - ` ay `I f GA 2 zs.ss z.z4_l 7sz.00 751.33 HDPE J LOy 87 J JI I I (MAX. HT. 6') / 79 LOT LaT LOT / . I - / / r Yp_ wllo'PRIVATEEASEMENT(TYP.) I / 77 / I \ �/ 6 J 88 i � - -, � / _ '• 5 �1 I i L � � I I , � 78 I 7 0 / � 76 \I I I `7S -- - I �< ` • `. `.. •.. •, . •, . i. • ', BSS�IT=7z Y0.3D 12" Yard Drein - - 752.00 Q LOT 7$0-1 PROPOSED WALL IL tY J - / j / I 7z8 \ �4 / 1 t---.__- I-.�. __________ I I f 'I / / \ •-" - • `, " `. '. t / 12 48.80 4.10% 748.00 746.00 HDPE V 9 MAINTENANCE EASEMENT 4y� / / 6 / / / - - j I LOT _ Y0.3C 12" Yard Drein - - 750.00 - - 1 / / j3/ 734 PROPOSED WALL �` j --- I/ I I J { ` / ". ( O - MAINTENANCE EASEMENT - - I _ L / f PHASE I �` .• / ]4` 12 50.00 2.34°k 746.00 744.83 HDPE 8 - 744•! ___�i / � / .� / / 734 / / • - • . • . -- ,71.,.•.-•--=-s ,��. 73O - / 7zJ6� _I -L - '-` \``•/•LL Y3B DPE 2aN Drein - - 140.3 N 9BW 32 0 12 24.00 2.42% 744.83 744.25 H , • / ; ' �. _ -j L - - - - -\ - � Y0.3A 12" Cleanout - - 749.00 I .\ 742j41TW ' . �1 ---- - - \\ \ \ ' PROPOSED WALL , ` T _ - - - - /� / / - \ / / \� 2 49.55 t51°i° 744.25 743.50 HDPE _ 735 ' / � / / / " __--e��.r- LL . \ - - - _ � / / � \ - � �_ ./\. "" . � f Y0.3 12" Cleanout - - 748.75 - - / / PROPOSED WALL \ \ \ \ (MAX. HT. - 4') - - - - - - - /_,_`z / 7zo _ - _`� \ �( 12 lsso zst°� 7a3so 743.00 HDPE (MAX. HT. = 7') / \ I - / r / _ -� - S b / j SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX - - YD3G 12" Yard Drain 757.0o w w x PROPOSED WALL / �ti \ I - 1, • 4 • " - i PROPOSED UNDERGROUND STORMWATER MANAGEMENT WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF - - : / O w (MAX. HT. 6') i j \I \ / / \ ` \"�" " ` ` +" , `� 12 82.15 4.87% 753.00 749.00 HDPE c' m FACILITY'C' -SEE VSMP PLAN FOR DETAILS 6o LBS. PER ACRE, OR 1 LB PER fro o SFr UNLESS SPECIFIED OTHERWISE (TYP.) / - Y0.3F 12" Yard Drein 753.00 a In (WPOzozoo0053) \ I \ \ - - Too' WPO BUFFER (TYP.) \ - -� _ - ---- -- _GRAPHIC SCALE - \`-'Y _ 12 67.35 1.4a°� 7a9.w 748.00 HDPE JOB No. 5 77-�ri /F.l�/nl�-- O i 3� 0 /VS 30/ 60 j'-� �- 120.W\ `"�4`�'♦•'",'ter. ".� /Q0 QO ( \ �z0 PROPOSED SWM FACILITY &� - - Y0.3E 12 52.75 3.79% 748.00 746.00 HDPE 15" Yard D ain 752.00 182154 / / / _ - - - - ✓ �O Qo O SEE VSMP PLAN (WPOzOz000053) \ \ - - w - - SCALE �O Q ®Q Q ®Q - O FOR SWM OUTFALL DESIGN DO - - _ \ MAINTENANCE EASEMENT / / U = - YD-5A 12" YaM Drein 735.00 3. = Or � 09 - 0\ � � F w _ ° 3 _ LL LL 12 16.00 15.63h 730.00 727.50 HDPE SHEET NO. / /0 / I / /�----_--_/ \OO� / \\- \\ // / ---- -�� ( IN FEET )---\\�� W. - �`�-1` YDS 12" Cleanout - - 731.00 Q �Q ` finch 30/ it _ - ° / O (0j / - _ r / -too-YEAR FLOODPLAIN (TYP.) Q ��� \ - _ -/ -/ _ - 12 16.80 14.88/° 724.00 721.50 HDPE SCOTT/R. CtTLLINSZ / / \ O O\ / / / / / \ O / / / / / / / / / DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 64B DI-3B CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI36 CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI3B CG-6 8 755.33 61 15 32.18 1.03% 747.83 747.50 RCP 60 DI3C CG-6 6 755.08 59 24 48.14 0.66% 747.17 746.85 RCP 58 DI-3B CG-6 6 755.58 57 24 44.05 0.73% 746.75 746.43 RCP 56 M H - - 752.67 55 24 138.65 1.25% 746.33 744.60 RCP 54 DI-1 - - 749.50 53 24 61.03 1.23% 744.50 743.50 RCP 60D DI-7 - - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI3C CG-6 12 754.67 60A 24 56.66 0.71% 748.50 747.27 RCP YD-BD 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 .76.53 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 / - \ _ _ > � _ U No. 35791 i�l 0 c �� 4/26/21 sv�i ul p / ZLLI NNE / sILu 2 LU i (PROPOSED 12" YARD DRAIN SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) Z0 I / - _ _ _ - EXISTING SINITARY SEWER MANHOLE MH-EX-12) 1 / / / -/ O = I / ( ) PROPOSED 8" HOPE ROOF/FOUNDATION DRAIN / \ RIM TO BE RAISED FROM 7S9.75T076o.25 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 757.00 wo m i PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN EX. INV. IN=747.73, EX. INV. OUT=747.65 U ' . £ z SYSTEM w/1o'PRIVATEEASEMENT (TYP.) o � ' YD-6D 758.67 S > > Z / \ / -SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX PROPOSED 12" YARD DRAIN SYSTEM-' S _ LU WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF w/ 1o' PRIVATE EASEMENT (TYP.) YD-6C /' / / __ -- 6o LBS. PER ACRE, OR 1 LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) � / f -PROJECT BOUNDARY (TYP.) 758.00i / LOT L ' / , \ I - - LOT LOT, 122 IT \ rm. ;PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN � � � � y � � I LOT120„ c - / SYSTEM w/ 10' PRIVATE EASEMENT (TYP.) I\ 60 _ \ 70 11 EXISTING SANITARY SEWER MANHOLE (MH-EX-11) YD-6B /'757 7 LOT m 9 1R J RIM TO NV.OUTO745.8z I \66 ,6�\- /\ \ LOT 11 Tc / y� ---� v / PROPOSED 1z" YARD DRAIN SYSTEM YD-6A 75 7 \ LOT LOT 116 c j y � JT=o / LOT u 11 a �+ / / / - - W J X w/ io' PRIVATE EASEMENT TYP. \ - - - - \ 115 ^ v m A a o o \ - LOT 114m ( ) �� LOT T v \ m w °� m - / o / \ / PROPOSED 20' PUBLIC 60 LOT 11z G-) m A o � N - / / DRAINAGE EASEMENT 7" „ { 111 T y m o W j -LOT \ r G _ m A o o `a 9 \ w r,4N N LOT LOT 13 09 nG� \ �� a o �'a `o 0+oo�" o c N A ram, o M N v / / / / / / / / / < " . "• . • " - ', Y _ 107 / / \ / / / / / i / / / �56 ,S �� ; •754�50. - LO LOT c m A 'ti �v°' ; lob T v 11 o m �� m 'o , F.i . •'. , LOT LOT 105 T G m 0 0 . 0 7/' -- ` 'n u+� �w c0 -' o- / 10 n G1, m A a O W 0- `- �k �_ i } \ - // / // ' //• " y.` // I so' 75#.. -- CY) - / - / PROPOSED SWM FACILITY,& • c1$. . / 7+0 (v� �. / . •• . . ' . • � � . � :. T o � �_ `m -3 , . ' " ' -5 I FFE-75933 � \ MAINTENANCE EASEMENT , " . / \�� \ r, `m _„ O o \ \ GAR= I CA GAT?=758.00 \ / M 754.67TB. 1 - - r 75933 BPhT=749 FFE- 8.6 \ - - - - \ 3z+5o . , - FFE=76o.00 N -75 7 _ - �\ GAR=75 .00) BSMT=750.17 LOT X 6 C . „. / 7g6 \ 758 \' FFE= / CM ° loz ° '• 7 7 \ LOT 33+0 64 \ ( GAR=75 67 \ 74).83 \ LOT 8 r PROP05ED DRAINAGE SYSTEM 75�37F / \ FFE 3 LOT \ go N Co G R 75 .17 _.T 74�.So) O O u ,.5. \� \ N -- \ �l - � • •. ,. ./�°-... t �; _ \ � \, :.�- � ° •. ,°', 5-" \ \ - �j• GAR= .6',76 T74 LOT \, �; ,1 I N / l - - - - - 6• " " ` � G R 757. % 4� 1. > ' ' ✓ " FF 8,0 / FE 758.33 COT \ / \ / �, �• " \\ 75 \.. \ -- GAR 75717 SMT= 8. / f FACILITY LOT 34+5° - - \ ' 74 59 \ / PROPOSED SWM FAC L TY & \ / FFE 757.83 93 \� \ / - r / - ' - _ J lMAINTENANCE- 101 _ �\ _ \ �- � . /. • .` " ... /, • • • . LL . � • , •LL , " � �' e �- .e • '+ ` , . • " EASEMENT � _�-748.00 ✓" `" • / • • ' `` ' ' ' PROPOSED z4' PUBLIC GAR7 7� \ L9 T - \ ( �. `/ / LU = - - - \ _ \ \ - / 1 J �/ 1. .� . •. _ ,• -- '• --•-'�,"..N \\ � - �=58 -/ �� 1 - E 7 3 LOT, " \ .e . • .. " • , • i " . , . • • . . ' ' � oio 1 N _ - GAR=75 -- (\ 9�- \ \ \ _ / / ./ . .,•.LLB` \ _ �\ \ / / .j4• , . � i R .. .. GAR=75733 l , • r FFE= 03 \ LOT g \ J\ \ \ ( \ - \ _ -74 ✓• . U) /. FFE=758.00 1 I - - i ' \ -\� j / MANAGEMENT FACILITY B / 7e = _ I 1 GAR-75 -$3 754 MT747 7 \ / .Y .', •%, W \ • •` - LOT 1 1 F _- \\ \ ' SEE VSMP PLAN FOR DETAILS `� \ > I _F E- 0 1' \' \ r" i . • Too - 1-\ _ LOT (WP0202000053) / _ �` 1 G -755 1 T-746.6Fl 7\\ . . . . . . . . . . . r \ J / /. • V. \ /.../ / G _ � - LOB - \ � ' _ f \ \ .• .' .` .` .. " .6 .• .` - -. ' `' " .:r. i -� BS T�746:z5, \ \ \ \ .�•` j4� `i` •i`//.i: ` \ -, J / \ \ \ \- `. '. `. '. '. '.". '. - . ' ' . • `.` /! ' . �LOT' 1 1 1 \ � � 7 w �� . 736 � `" ='` . `/. `,,• _ 1 Q 99 • - `. ;: > - \ PROPOSED WALL / i' • `. /`. ` "• ` / O U `/ `. oLL `e" )4 �OMAINTENANCE EASEMENT ✓ 1w - // / -3E r " -'. Y. / �O r \ - -{--- .�'t!K-�` :!" --- - .•i• ` 1 --_-1 '� 388 �` --- ��.•` Col -- \ - 744 LU PROPOSED WALL \ y - \ z. - / (MAX. HT. = 6')-a'�0'- \ - `.� . .�. • ` ' � ' gyp' / 1 \ - - - \ % ✓ S / - / 100' WPO BUFFER i ~',/ u 7 / S SLOPES STEEPER THAN 3:1 SHALL BE PLANTED • . �' . �`'f' --' PROPOSED SWIM FACILITY & � .� �`- • ` O � ., WITH NATIVE STEEP SLOPE MIX WITH ANNUAL \ %'; - _• s` - ` MAINTENANCE EASEMENT RYEGRASS BY ERNST CONSERVATION SEEDS AT a \\/o LLI 'A RATE OF 6o LBS. PER ACRE OR 1 LB PER 1 000 SF / / I V OO a - ✓ OO w PROPOSED SWM FACILITY & - J f `e` / / /1J o� \\\ � \ � / UNLESS SPECIFIED OTHERWISE (TYP.) \MAINTENANCE EASEMENT \ �' ` • ` - `: _ / j . / PROPOSED SWM FACILITY & \ \ - \ & / / MAINTENANCE EASEMENT I O / / l r_ ~ \ \ / / 10o YEAR FLOODPLAIN / / / J o� O / \ (n SEE VSMP PLAN (WP020200oo53) / / / �o / \ FOR SWIM O_UTFALL DESIGN Ljj PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED / - ` r - / / / / I / J \\ \ \ \\\ \\ \ OUTLET OUTLET PROTECTION w/ FILTER FABRIC - / j / ' / / O O O 0-� C ®� O 0 0 (00 O O - ` \ x / / / j O O��\ o o O \ \ \ UNDERLAYMENT(L 20' W1 6' W2=12' D 1. ') Q �oo /- - - _--- \�c o��o000 oDOOoc�c�aooO -/ o�� J PROJECT BOUNDARY (TYP.) / - - - \ - - - pEXISTINGSTREA- 744 \ \ ow / 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 \ -\ - -' - _ �� /'` \�i� - - - --- i / O 0 0 \ \ i' / 30 0 15 30 60 QOCO}Cel@QOO� - J-\ \\ �\� � - - �00��000 ( IN FEET] 0 0 00 -- -- _ 00000--, \ 0000 -1 inch _30 rt. t == \ \ \ IS)Qo0oOo0o0 Oo I Oo OoQOO�--------- \ `- ��°'0�����00OQO0Oo00°QO°�®��®900�000000 --- C:) N 0i 0 00 Q Ila- Q ci� z Q a LU i Q N z LU Q Q 0 06 z z LULU Q ,LLn n V a Q LU J ta- Ln JOB NO. 182154 SCALE 1rr = 30' SHEET NO. 10 C 0 U C 0 U 0 0 C 0 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 330.4VPD 25.9VPH 34.65VPH PROPOSED -38 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMI LY ATTACHED UNITS 7.32 0.46 0.56 739.32 VPD 46.46VPH 56.56VPH PROPOSED-96 DWELLING UNITS (369.66 ENTER/369.66 EXIT) (10.69 ENTER/35.77 EXIT) (35.63 ENTER/20.93 EXIT) 1069.72 VPD 72.36VPH 91.21VPH TOTAL: 134 PROPOSED DWELLING UNITS (534.86 ENTER/534.86 EXIT) (17.17 ENTER/55.19 EXIT) (57.46 ENTER/33.75 EXIT) *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION) PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, M \ \ �► - CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD C11NG�pNE °] DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE �wJ a; Z AS SOON AS POSSIBLE. UJ vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPONLIT COMPLETION AS PART OF THE FINAL INSPECTION. _ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM \ OFONEWEEK PRT IOR OI EACH CHOFTHEABOVEPHASESOFCONSTRUCTIONTO S%I�� viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILLLlc Iv1�l, - -I I REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT- M OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ALBEMARLE COUNTY \ ° -- - -- --- - \ GENERAL CONSTRUCTION NOTES °. \ {\/\\\\ ./ LOi LOT., -... Q' r`L♦ '/ _--. . LOT `03' ,a By ` LOT ,/]] ,ter L09 n III i .J LOT va6 ``\!_ 1. PRIOR TO ANY CON57RUC770N WITHIN ANY EXISDNG PUBLIC RIGHT OF WAY, � ,°, -- >.1\8 - L __'�I INCLUDING CONNECDON TO ANY EXISDNG ROAD, A PERMIT SHALL BE \, " � �°, `sa B' - / / OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA710N (VDOT). LOT THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS � �' '-TO OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF i °T THE PERMIT SHALL GOVERN. / � 'T `� 9a PHASE II _ 2. ALL MATERIALS AND C0NS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF WOT UNLESS OTHERWISE N07ED. °T LOT J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN - - - - ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. °T 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.__ = 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.•1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL 7RAFRC CONTROL SIGNS SHALL CONFORM WITH THE PRGINIA MANUALFOR UNIFORM 7RAMC CON7ROL DEVICES 8. UNLESS 07HERW7SE NOMD, ALL CONCRE7E PIPE SHALL BE REINFORCED - - - CONCRETE PIPE -CLASS Iff - - 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WIN OSHA STANDARDS FOR THE C0NS7RUC770N INDUSTRY (29 CFR PART 1926). STRE PHASE III (FUTURE) ADT � 6 O 6 T \ry\ iL `O 1 6 LOT \ / / T 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 / Cling Lane (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Dunrlagan 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 12 120 4 14 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Latchford Road (Public Road) 150 2 170 4 4 8.59 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Camden 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 13.73 111 GENERAL CONSTRUCTION NOTES FOR STREETS POINT OF R/w FINISHED GRADE R/W ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) CURB GUTTER 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL MADE BY THE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY & G CUR BUTTER COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE 114' 1' - 1/4'T 1' - HOURS IN ADVANCE OF THE START OF CONSTRUCTION. RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL START OF THE WORK. HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO * ZlIA STONE 4.21PAO SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE 9AS� 25 STONE PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY TRAVELD LANE) ' (TRAVEL LANE) APPROVAL. COLLECTION. 20' E/P-E/P 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE 27' PRIVATE ROAD R/W EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND TYPICAL ALLEY SF6 T7710IV - 27' PRIVATE ROA� 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR CAMDENLANE (PRIVATE ALLEY) BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND 15 MPH DESIGN SPEED NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN STRUCTURES, AS NECESSARY. GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT NOT TO SCALE THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO SPECIFICATIONS, AS ADOPTED BY THE ACSA. I NOTE: PROPOSED LANDSCAPING TO VDOT CG-9(A, B OR C). R/W UTILIZE OUTER 3' OF PLANING STRIP 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. PER 3' CLEAR ZONE REQUIREMENT CG-6 VDOT STANDARD PE-1. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 5' WIDE CONCRETE 3' CURB & GUTTER 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE (1-800-552-7001). / 3'� SIDEWALK CLEAR R ZONE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A EXIST. ROUND 2% 2% - 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE 3:1 9 FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE SHALL BE NULL AND VOID. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 4" woT 21A s' PLANTING STRIP 4" VDOT 0 I �\ 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 BASE COURSE 'K�.•2:.�_n `:..•-�i�_.•'�:,.',a_1�+�+ice_.•/:�i�_n�_c2�a_''`••�•''_' COMPACTED F�EC\ SUBGRADE ASPHALT PAVING - EMERGENCY ACCESS -DAD NO SCALE POINT OF CG-6 FINISHED GRADE CURB & GUTTER I�3' J CLEAR I SURFACE 2% 2% WIN 6' PLANTING a• T STRIP 5' WIDE CONCRETE SIDEWALK STONE BASF sO SUBBASE "^ I TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE EXIST. ROUND NE A 5 6 �L5 �e2A��6II AND MANUAL. OF ROADSIDE DITCHES. 1.0 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER O' O' 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RAVEL LANE) (TRAVEL LANE) WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO 24' F/C-P/C -I PROVIDE SAFE AND CONVENIENT ACCESS. RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 49' R/W- 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. TYPICAL NEI6!ffB0RH00,0 STREET SECTION (49 ' R/W) DETERMINED BY VDOT FOR PUBLIC ROADS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE S 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT NO -LEAD REGULATION REGARDING BRASS FITRAMBLING BROOM LAND DUNNACAN DRIVE, cB LITCHFORD ROAD FITTINGS EFFECTIVE JANUARY (ALL PUBLIC ROAD ) ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED ACT). NO PARKING PERMITTED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN NOT TO SCALE ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN PRESENT. SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE I NOTE: PROPOSED LANDSCAPING TO I V ON-SIRFHT PARII DNI ONLY ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING R/W UTILIZE OUTER 3' OF PLANTING STRIP CIL (MERE INDICAIm ON PAN SEER) ROAD NOTES PER 3' CLEAR ZONE REQUIREMENT REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT cG-s POINT OF cG-s SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS 5' WIDE CONCRETE 31 CURB & GUTTER FINISHED CURB & GUTTER 3' S' / SIDEWALK CLEAR g ZONE GRADE CLEAR q ZONE GRADING: DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER 3'T SURFACE 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS OF THE PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. EXIST. ROUND 2% . 2$ ?% 2% VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL 3.1 METHODS OF THIS PROJECT. s' PusnecNN s' PLANTING2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE BE PRIVATELATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS . VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER STONE BASE SATISFACTION OF THE ENGINEER. EXIST. GROUND LIA -1STRIP 4 V r I 4" r STRIP ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SASE DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER 5 6 TOE 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 0 12.5' - OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS TRAVELWAI REMOVED. PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE TYPICAL NEIGHBORHOOD S7RPET SRCTION (54' R/$') CONSTRUCTION OF THE SUBGRADE. COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED CS=SSAR RESIDENTIAL �@' MIXED USE SUBDIVISLEXI LANE IC ROAD) ,0fVIS DRAINAGE: ION STREET DESIGN SPEED.• 25 MPH 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER BY THE CONTRACTOR. PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED KITH "NO PARKING" SIGNS OF ONE (11 FOOT. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL NOT TO SCALE 2. STANDARD UNDER DRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR APPROVAL IS GIVEN BY THE ACSA. C� WHERE FIELD CONDITIONS INDICATE. R/w 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 c& G POINT G '(W UTTER FINISHED GRADE CURB & () 4" CONCRETE CURB GUTTER OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. SIDEWALK 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. 3T SURFACE DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EXIST. GROUND 2X 2% 2% 2% 3;1 PAVEMENT: 6 STRIP PLANTING 6' PLANTING J 4" WoT 21A 4' T 4- yDOT STRIP 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE / STONE BASE STgVE BASE SUBBASE sTdlE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR EXIST. ROUND TON STOVE 1 5 6 2.5 1 °' 1 °' 2.5 6 ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS 31' F/C-F/C PLACED. 56' - 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED R/W GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. TYPICAL YVEICHBORHOOI9 STREET SECTION (6-6, R/lY) 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 M,-COMB STREET PUBLIC ROAD) SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING ON ONE SIDE ONLY 29' F/C F/C SUBBASE 4" CONCRETE SIDEWALK r�rA�AJrL�:rm.Tnl EXIST. GROUND 4" VDOT 21A STONE BASE pRIVATE ALLEY PHASE TRIP GiENiERATI 111=1001 1 k" SM-9.5A SURFACE COURSE 3' BM-25 INTERMEDIATE COURSE 6"-8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A B DEPENDING ON TRAFFIC UUA LLTIMITE UMITS AND UNDERDRAINS SUOBGRADED ASPHALT PAVING - ROADS NO SCALE (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER 3:1 EXIST. GROUN 4" 21-A STONE BASE 3r CONCRETE SIDEWALK NO SCALE EXIST. GROUND' TOP OF 407 2" R CURB 6" n y . " 13" Ha 7" ,. 6" MIN. EXIST. GROUND EXISTRGOUND I 1' �6" 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. ADJICENT TRAVEL LNE ASRULT PAVEMENT WIFEHIG 12' EIE OF DOWN PAVEMENT IM DETERWEO N FELDI TIO! COAT ME HiRV30 CONSTRXIIEN JOINT EXISTING 0. &T uYWS PXCPOSFD MPHMT LAYERS ------- EXISTNO SIBRI3 FAOPOgO 811®AY __._TEO EINWACE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASP( &T uYERS TO ENSING A)GBA4E NU REFERS WITH PROPOSED ASPHW_T WINNING UYEM ® RJOPDED NI 1 1z INCH THIa AWiPLT R WX L 4SEE NOTE 51 : WHO 12 INC SE ATFE CA GREATER AS CESSMY TO / TIE FLL THICKNESS OF MEETINGANG &T LAYERS M OEIERMNED BY CC1ES (SEE (GTE Y NOTES: I. A &T PAVENENT WEENNO BHKL HAK A PAVEMENT FE51'J! N . CRA^15 NTH WMENT WET NNOCFL111EE MD E IR+I[IVED BY THE ENGINEER. 1. THE PAVBENT CE9'M. I FOR MN&T PAVEMENT MINING 91ML NEST OR EXCEED THE DEPTHS M TYRES OF THE LAYERS OF 01511IN0 PAVEENT. A.MLffiF £ ORNINME OF THE EMTING NO PROPOSED PAVEMENT SHML BE MOESSED IN THE PAVEMENT EESIGN. 3. A NNIWN Cf THIN CORES EHKL 9E TMT:TI kOW THE CENTER OF THE MY T TRAVEL LANE TO DETERIEE ME TYPE NL THICATESS OF EXISINO PAVENENT LAYERS. THESE COMES SML BE SPR'EO NO NONE MM! B00 FEET WWI 4- THE MI MIN TRAVEL IO E EHILL BEI11E0 A W EBNMI OF 1V_ NCHES AND REPLAYEDF1 WITH AN AERIKT E6ME CdXSAT E TO MATCH THE FR5FO 0EPAYEIEM' NENINO 5 xx WURE,UNIE55 W^VEO BY fiE EMOFEf]i. 5. THE ENGINEER NAY EgW FE THE MIG EEPTH OF THE MSTNXL G PAVEMENT TO BE N)JUSTED TO HEVE M ACCEMOWILE PAVEM CROSS -SLOPE NG EFFECRVE MRFN£ 01 S. OUSTING PAVFEQIT MNNNGS AND NMXERS WITHIN THE PRO.ECT WIS SHALL E RESTCIED SUBJECT TO THE MPiOV& OF ME EMMEER. ]. FN& M TRSNE FH RPAVENT TIE-RL IN SHCONFORN TO THE REGJEAEMS OF SECTION 315.05(d OF THE SPE MEATENs EXCEPT TIMT NL MINTS AAT TE IN LOCATORS SIN.L BE TESTED USING A 10 FWT sTRNGHRDGE IN XC DMX£ WITH THE REGUREEJNS OF SECTION 345.OT(°I OF ME ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VRONL OEPMREM OF TRANyNlTATIpI No. 35791 4/26/21 19 CA Ar- C) IIIMIillll! co CA N M z Wo J ICY)CN N Q > 0 LU __J J J Q z L.LI L~L JLU O N LU L1/'� T� ] 1 L ) Ca wU Q Ln Y = L L] LU z O � �^, L.0 z v i LU Lq I LL.I LLI I i F_ z - U) Q IIII)V) W w J M 0 ® CD O N p F- LU a Ln 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 NEOEEIE7fT. 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 FµRC (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 GFOTfITtIF 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.E5CUNW. TACT ARE To E LOCATED so M 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.O 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 MINE STANDARDS STANDARD CROSSDRAIN REFERwcE SHEET LOT 1 RevlsDu DATE (AT LOWER END OF CUTS) xON 01 IOWw STAR VPCJIA DEPARTMENT OF TRVSPATATICN 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 WERCIA 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 DESCRIBED 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. CPMNA FLOWERS MAY REGARD RATING OF A y 1'Tr PORTION To FI CUTTER i0 PROVIDE POSITIVE EIAXVE 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 EN7 N d EMPµEDN ANi So O SolROMISED SDfWNN OR SOEWNN 9PACE R u EXPµ" HURT Z U W d cW6INyUDED w ENTR/!NE SLITTER S A k g m FLOW MN Wx ' EXPµ$DN 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 µRROMIED. ENTEIEp µ0 EYED BY PEDESTRLWs.IF ICCUss RARE Is WAGE%+ 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 LN 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-G,SEµ£ TTHE I 213 W-.^ 7. ®PDNr E GRACE CHANCE 13X MAY $LOPE 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 MaFDNN REMRENOE STANDARD ENTRANCE GUTTER WORD WHO RIDGE $iµ0N85 REMAIDN 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 -JInDLL 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 21B 289 0.13 3.16 291 2.6fi 0.32 11 1/4 1.66 21B 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 A _� CD-2 A5 GPAELE, B" LED PFNYSSIBLE ` AT 12" C-C 5�IN. JpNIINCrON Y. " pf1 LIMTS OF PAY FOR 4A'L. PAVENENr OUTLET PPE SYBBISE 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 `TRARITpI GUTTER Pµ SLOPE (WEX TYPE 1 SELECT M.TERK) L/ TO 201 THROUGH MA LENGTH S'Yx ( ,7 EDGE OF PAVEMM TRAIATHIM WrTER Pµ SLOPE 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 r PAVEYFM SURFACE L Bµf / OF TO GA FACE ylNOlq LIMTS CF PAT FOR 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 CR CRSHE, GEOIE%iLE -1, IT ¢µ5 1FEEME LB ERADAIIW MdIRE1.ENi5. r ux. « "'"X- mwlrGE 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 OR CEMENT SiµLREo 9.IBBµE 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 µVI G-Ntt AT SIX REFLECTION. 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 MEETING IS INANITION REEERl... 9E mEET 1 E & WITHOUT BUFFER STRIP FABRICwAE r-o^ GENERAL NOTES S. TM EDYREU LENGTH OF A PARALLEL RANI IS UNITED To 15 FEET, REGµOF THE AWE. 1. TRENCH SNKL DE FIELDS WITH µGREGARE MET THWUGHLY HEAD TWINED r0 3. GUTTERIiFR RAN Pµ SxKL BE A 4AW XYSLOPE CP LO(t AT THE GAME DRIVING NSURE WWACTMSS. 6. OVGpNI PLACEMENT IS NOT PERMIiED. 17177 PAVEMENT 2. OUTLET E PIPE S4VL BEGIN AT ixf ED3 OF THE TRAVEL ER SLOPE 2 l ND i 1J µPNGACx SL'W AIKL BE PLACED ON A CAKE PARALLEL TO THE SHOULDER SLOPE 2 % YK 13L ESIRI0E1 LIVE TYPE B PARALLEL APPLICATION ROM AY GRACE IN PERCENY MIIMW 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® MNOCE - - 'm 2 SU®/SE ]. ON LURE µ0 OullER SECTIOHg MNfRE IT IS YPo551&E i0 OTHERWISE RRONOE CROssWKN - CUTLETS FOR CROSSDRNN9, THE 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 SUMMLEVATEO SECTIONS,TMNCX 5 TO E UWER ExiRE PAVEMENT AREA 9!Y3 ' SRE NO. R" NY. EPMI WIT CUTLET PM ON LOW WE ONLY. NCMTE 5. IXVERi ELEVATION AT CURET END AN OUTLET RPE S IT A MIRMLM OF 1'-0" Aa0 INVERT DLEYATIEN OF RECEIVING ORMINi ETw OR STWRURE II I PLACEMENT OF CD-2 CROSSDRAIN AT 6. &L MM fl MS HELBOMS. NEGE ETca wnxn PA uMTs Fox CUTET WE ME TO cxossw&X O BRIDGE APPROACH SLABS E E THE SAE MMINL STREWTH AS 1M WnET PPE. TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADI 7. OUTLET PIPE 70 E SECURELY CONNECTED TO EW-12M OTHER DRAINAGE WITHOUT BUFFER STRIP WITH BUFFER STRIP NIFLNUE. `VDOT A COPY OF THE oll SEED µD SIGNED ORAWNG E ON ME N THE CENTRAL OFFICE. SFEGFICAICN REFERENCE SPE6CAlNN " all STANDARD CROSSDRAIN `VI�F WV µ0 O6D]E STANDARDS CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS sMET ° of s RfNswx Dnre TYPE B (PARALLEL) APPLICATION �, (AT GRADE SAGS AND BRIDGE APPROACHES) REvrsIE DATE SHEET 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 ANDRVUC 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. MWMO BAs µE TOM W, 5 % B" TO CENTER NEIG 11'LENTER R WM OF THE PNYP FLOOR, LM)-0EPIH OF RA1P FLOUR. MAMA .-DEPTH 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 EWYMER. CURB RAMPS SHOULD Wl BE WLAIEO BEHIND VEXICLE STOP LINES LIGHT POEMFIRE XYpRµrS DROP T wLE ETC. TYPE r& E B y - Gz 9. RMIPS MAY E iMDENNL PROVIDED TX/,i PARALLEL A ~ .0 1. LA D WIT IN 1 THE C THE CURB OPENNO 15 PLACED E WITHIN 1. 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 Pp1MM1LUEM TO LURE. N', pyal I / 1',+, r R' A , x. r. I,u p °UN'A£ PANELS BxAL E INSTALLED PLUSH 1wTx 0xMM^`IA,Z I Yyr. r MAx 10. DETECTABLEWARNING S 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 µ MCC EWE BY ilBE YY YAHFACTUMR r0 MATCH THE EACH E GIN®, SEE W-19-INS PILES 2w.08 µO 20a.0) FOR METHODS OF IXSTALDW 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 CURS "-11- I VARIABLE FULL WIDTH OF RAP POOR sM 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 ND SIGHED ERAWINp S GH FILE IN THE MITI EFICE. sPEGFICAIRN WAD ND EM1WE STIRBAWs CG-12 DETECTABLE WARNING SURFACE RI.. DS w2 (GENERAL NOTES) SPEC, 1E s EWAON ONE 2Oaq 0"" VIXGIMIA DEPARTMENT OF 1RµM AnM .4 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 �fI WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADD17IONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLDPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP X 6" SCOTT/R, CbI,LINSHZ No. 35791 .l % 4/26/21�i HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE d PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. Z O-I E r TYPICAL FIRE HYDRANT ASSEMBLY DETAIL O U f DO - N.T.S. FIG. 0 Z O J 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 CD 4 ,-H LU 0 N 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) DW 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. LJ E V _ N H TB-3333 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 FLOOCPWN OR LOCALES N AREAS 6UB,RL'T TO RMDIN(i 514LLL HAVE WAl6[pG4T FAANE B. COYEE 2 ALTERNATIVE OMM FOR WATBRTRHT 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 QµKET 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 OMatTE0 P6M 5 ID IA) OD Ss PART Wvmpm nur M 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 �� 4/26/21 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 z SPECIFICATIONS, SECTION 302.03G. z o U O U U NOTES: o 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 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORMO a > SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & U m 0 SANITARY SEWER MUST BE PROVIDED. '(HA w D z U v' 0 J O J Z .a. U < O F w Q z w LA .. Q ca LA W � m J W Lu CL K O 11 w w a 1n w VERTICAL GRAPHIC SCALEvp w 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 CD W N N N r am, � r N '-I IN FEET ) 1 inch = 50 ft. C7 A � /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 °) N Q LLI W J J J > zLL O 00 L9 W (V Z L1J J W 77 HIRE C! EMBLY PEA Y L.L. Q ASSEMBLY>> Lu rl z Muluj (,w�n x\v w V O z JZ ATERLINE � Q J W La PROP J BLOW-OFFQ CD ® O 0 N PROPOSED 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+5o 13+00 13+50 14+00 14+50 15+0o V:1"= 5' RAMBLING BROOK LANE PROFILE H:1"= O' CAMDEN 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 LVG195.o� 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' 3 2A V m � U w POSED FIRE HYDRANT (:ASSEMBLY m m w 5,0� w/ 8"x6"TEEl7zJ6A 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 LPROPOSEDSTORM ]20 O a STD. CD-1 SEWER CROSSING 7 20 z � SEWERCROSSING RO NDABOU YI LD POINT F � � ROPOSED 8"x8"TEE ST 16+88 & (2) - 8" G.V. 715 715 EXISTING MAX. GRADE ROA XISTING GRADE GRADE ILL _ I .o°/a FOR ITIAL 50' W.3'\ TYP.� ]10 PROPOSED 8" CL. 5z DI WATERLINE 710 2 00 ° 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 V m uw > Mw V J p 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. �'S 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 6.7' 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 1p �t °p �Y O1 � ci �t N Ol OD M 1� M ^? ^ Ol � rl 3 L/1 O rl l0 O1 � OD ~ � CO ^� � ri � � ri � l0 ^� l0 ''� Vl O Vl T d °1 � � t 3 N � � 1n vl v1 1n F S 745 0 745 LOW PT STA: 12+03.25 � � LOW PT ELEV: 71g.yz Q � PVI STA: z+5o.00 a � PVI ELE :718.88 INTERSECTION OF PRIVATE ALLE (STA.14+47) Z O 740 K:1 .75 "' � ]40 w/ LI CHFORD ROAD (STA. 1z+zz) FUTURE ROAD � °+ �°�. N GRADE I� Ol °+° � N M + � EXISTING GRADE 'i M .. 735 � > � > 735 } m J W o' � w PROPOSED GRADE PROPOSED TY BLOW -OFF AS n N ¢ � 35' � 9�`I° 6' MIN. 730 � � a 730 � H � �'4 PROPOSED / 750 750 FaT' 745 N s 745 L W PT STA: 10+ . o L DW PT ELEV: 7 8.71 H N PVI STA:10+80 oo EXISTING GRADE F PVI ELEV:729. 6 v K:47 65 HIGH PT STA: 1+62.5o w p w LOW PT STA:10+15.o LVC:45.00 HIGH PT ELEV: 731.38 O ¢ z 740 LOW T ELEV:7z7.g1 PVI STA:11 40.0o z 740 PVI TA:1o+15.00 ° PVI ELEV:? 0.93 F o w PVIELEV:7z7.86 �00 K:47.6 wp K:z.So ui w LVC:45. o w = VClo.00 N V V _ O 735 �D O w m W v1 N �°� v1 M Nm Z - J 735 9� �� +� +� .~+w Nlu ow V ow V �; V � > Wm m Vm W2.00 730 m w .94°/ 730 ROPOSED GRADE 0 2.000A 3. S' POSED VDOT PROPOSED VDOT MIN. PROPOSED 8"x8" TEE STD. CD-2- STD. CD-1 & (1) - 8" G.V. 725 725 FIRE HYDRANT FILL (TYP.)-PROPOSED 1-4 PROPOSEDSTORM ASSEMBLYw/8"x6"TEE SEWER CROSSING 720 20A PROPOSED 8" CL. 5z DI WATERLINE 720 PROPOSED 8"x8"TEE & (2) - 8" G.V. INTERSECTIO14 OF LITCHFORD ROAD (STA. 1o+ o) 715 w/ RAMBLING BROOK LN (STOV 20+20) 715 Ln lD w W ^^ .t N n N IN 00 O 00O) V1 H In rl rj I NTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK E 10+00 10+50 11+00 11+50 12+00 12+50 LITCHFORD ROAD PROFILE H I G H PT STA: 11+95.25 HIGH PT ELEV: 763-54 PVI STA:11+70.25 PVI ELEV:763.o6 K:17.g6 LVC:50.o0 LOW PT STA: 10+15.00 LOW PT STA: to+62.5o IXI 0) IXI It LOW PT ELEV:758.1z LOW PT ELEV: N ,;, m 4 ; PVI STA:10+15.00 PVI STA:1i+oo.00 + 1O + 1, 770 PVI ELEV:7s8.o7 PVI ELEV:759.77 w w A V Lu w Lu Lu z z W Lu770 770 HIGH PT STA: 27+07.87 HIGH PT ELEV: 756.43 PVI STA:26+75.00 PVI ELEV:756.97 K:14.18 HIGH PT STA:30+23.25 HIGH PT ELEV:758.49 PVI STA:30+03.00 PVI ELEV:758.26 K:1g.18 LVC:4o.So 770 LVC:112.50 HIGH PT STA: 22+7 .00 N OW PT STA: z 2 7 Nmoo O M HIGH PT ELEV:74 34 + LOW PT STA: z4+78.00 D N 00 LOW PT ELEV: 55. 00 '^ N � VI STA:z2+z5.o N ¢ LOW PT ELEV: 7SO.37 m � m Ln PVI STA:28+8 .50 0 o ^ VI ELEV:747.8 PVI STA: 5+48.00 D ^ +� ^ PVI ELEV:75 .41 n M V 6 7 5 PVI ELE l.o 75 7 N Lu .. V N "' v K: 8.o8 3 ^ V > m `^ V > 765 K: .82 Ji w LVGloo.00 w Lu U-39F > m > w 11111 m w F Q LVC:1 Fo.00 m w o �n o^ O oFLUrU4- o a O M Ln 'O ~ 110 In a 2 W O I� ° o O N a 0, O l!, 01 O ^ TIE-IN O EXISTING C ING LANE n w n^ O Q °+°^ + ixt ry U INTERSECTION OF N v STA 3o 23 760 Lu n u u H n 6i n i PROPOSED GRADE Ln > CLI G LANE (STA. zg+33) w/ Ji > 1.1 760 > m v, > w w H Ji > vi > DUNNAGAN DRIVE (S A. 1z+75) > ls3°� -.- m w O; um m w i p z m INTERSECTION OF w CONNECT TO EXISTING 6" DI MCCO B STREET (S V _O a 25+81) -� l WATERLINE w/ 6" 45°BEND ~ 0' w LEXI LANES ( 1 + z 3 9) 1.22� \ 755 t7 L EXISTING GRADE / 755 z 3 PROPOSED VDOT 1.5' w 4.65% STD. CD-2 46A EXISTING 6" DI OF WATERLINE 75 0 z 3-5 75 O u� MIN. PROPOSED AIR -RELEASE VALVE PROPOSED STORM F y. 1.4 PROPOSED 8"x8" TEE SEWER CROSSING PROPOSED 8" CL. 52 DI WATERLINE & (z) - 8" G.V. EXISTING ROAD GRADE 68A PROPOSED STORM 48A P PROPOSED 8"X6" REDUCER ROPOSED 6" 45° BEND 745 00 SEWER CROSSING PROPOSED 6" CL. 52 DI WATERLINE 745 31 PROPOSED 1.4 FIRE HYDRANT PROPOSED 8"x8" TEE ASSEMBLY w/ 6"x6" TEE 1.6' PROPOSED STORM & (3) - 8" G.V. PROPOSED 8"x8" TEE SEWER CROSSING 740 EXISTING STORM SEWER CROSSING PROPOSED 8" CL. 52 DI WATERLINE - REMOVE REMOVE EXISTING BLOW -OFF & TIE-IN TO EXISTING 8"DI WATERLINE CCOMB STREET CLING LANE EXISTING 8" CL. 52 735 DI WATERLINE 735 lD N 00 I/1 00 .t ^ O Ol n D, O 01 w l!1 M O O Ch M �/1 m O 1/1 ,y, ID w l0 M 0, � Ln N IXI .1 00 d O ^ O ^ N Ln Vl m In O1 W O M y, 1� M a0 Ln w lD 00 °D 90 °D O 6 N Dl m � O S � O N N I� .i lil M Li, ^ I lD ^ � lD ^ Ln .t Li, kD •i � ID Li) ^ � lD 00 °D 00 °D 0) Ln I .t N S vl 1!1 � I Vl � l/1 ^ V1 ^ Vl ^ Ln � ^ I ^ V1 ^ l(1 � ^ � ^ Ln ^ ^ ^ ^ ^ ^ ^ ^ 1. ^ K:2.50 :2al V V VC:10.00 LVC: 5.00 m w N Z ~ J p N o IXI VN 1 V3o 0 �Fl+-0004]r�uo- +° �Q 65 7765 > m > w > V m PROPOSED L6 > w 1. m w m GRADELu MILL &OVERLAY EXISTING DRIVEAY 76O 76o 4.69% 3 5 % o 2,00°7 MIN. EXISTING 81 DI PROPOSED 8" CL. 52 WATERLINE FILL DI WATERLINE STUBOUT 755 (TYPO 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 w NO F N kO 10 00 ter, �L, 10+00 10+50 11+00 11+50 12+00 12+50 13+00 5 50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo MCCOMB STREET - CLING LANE PROFILE INTE DUNNAGAN DRIVE ( RAMBLING BROOK L VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 r:o LOW PT STA: 10+15.00 LOW PT ELEV:746.94 PVI STA:10+15.00 LOW PT STA:10+53.17 HIGH PT STA:12+3313 HIGH PT ELEV: 75533 PVI STA:12+o8.13 PVI ELEV:754 83 K:12.56 LVC:50.o0 INTERSECTION OF DUNNAGAN DRIVE (STA. 12+75) ;iv " " ' ' "`"''Y'"' K:2.50 PVI STA:11+oS.67 N m N m w/CLING LANE (STA. 29+33) 76o 76o LVC:lo.00 PVI ELEV:748.70 00 IxI^`I . m°rn K LV 6 2.38 � N oi v N 1.0 S N^ 1� > m > W Ll1 + °M a PROPOSED GRADE d H 00 m " 755 u m U w Ln oho 755 m w > EXISTING GRADE 00cc Lu w PROPOSED VDOT 59 STD. CD-1 3 5' 75O MIN. Z%5' 750 PROPOSED 8"x8" TEE o & (2) - 8" G.V. 3EDVDOT 0 g 2Oo70 STD. CD-2 47 745 IL 1. PROPOSED SEWER CROSSING 745 STORM RSECTION OF (TYPO TA. io+oo) w/ (STA. 26+93) y,3 PROPOSED ROOF PROPOSED 8" CL. 52 DI WATERLINE DRAIN CROSSING 740 740 T° 40A ED 8"x8" TEE Be (3) - 8" G.V. PROPOSED STORM SEWER CROSSING RAN PROPOSED 8" SANITARY 735 SEWER CROSSING 735 O M L S ~O m M Ol ,mj tp n n ^ n ^ ^ n n n ^ Ln 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. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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 28+50 29+00 29+50 30+00 30+50 31+00 HIGH PT STA: 13+40.00 HIGH PT ELEV: 751.74 PVI STA:13+15.00 PVI ELEV:751.24 LOW PT TA: 1o+52.50 :12.39 ¢ w LOW PT ELEV: 737.51 VC:50.00 O LA F PVI ST :11+05.00 oFCmr-?- o a v w m PVI EL V:738.56 0 O 1� Q 755 K: 6.02 0, + ° r X O 755 LVC:lo5.00 n M W u Ln V m Ln V w -J v, i°n� w w EXISTING GRADE 750 m W 750 LOW T STA:1o+15.0 LOW T ELEV: 736.81 1.1' PVI TA:10+15.00 PVI ELEV736.76 6• o3°I° 745 K:2 5° PROPOSED GRADE 67 745 3'S 9 o. 0,0 MIN;PROPOSED PROPOSED 8"x8" TEE m 0,0 m & (3) - 8" G.V. rl o w O w PROPOSED VDOT 740 Ji > 'A > STD. CD-1 74 0 m w 1.4PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 0 6 z.00Mo FILL (TYP. 735 _PROPOSED VDOT STORM 735 STD. CD-2 SEWER CROSSING RSECTION OF PROPOSED 8" CL. 52 DI WATERLINE TA. 10+00) w/ (STA.24+03) 1 ED 8"x8" TEE & (2) - 8" G.V. 34A 730 In N 1 ci 0O1 LO O ,0�., 1� N, .t WIXI 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 2007 ROAD AND BRIDGE SPECIFICATION 303.04 13+50 14+00 SCOTT/R. CtTLI No. 35791 4/26/21 N ti LuN N Q ' 1 - � .-1 N N 7 L9 C`7 M� CV O m CV w < �n H JW Jry Q Lu'm Q 0_ Q LL Q ILL. W Q Lu Lu z a Q Lu ia- uj LL O W J W Q W 0 Q O Lf bF o w a Ln JOB NO. 182154 SCALE V: 111 5' H: 1" = 5o' SHEET NO. 14 740 740 NOTES: I. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2iA OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 ( IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 200 730 725 720 EX-MH-17 STA: o+oo.00 RIM:712.83 INV IN. 705.7o TO MH-18 EX. INV OUT. 705.50 ( IN FEET I inch = 50 ft. MH-18 STA: o+80.77 TRIM: 717.00 SED GRADES I INV IN:7o6.37TO MH-19 I I INV OUT: 7o6.17TO EX-MH-17 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 1 MH-25 ROPOSED 8" V� STA:7+11.26 730 RIM: 726.00 PROPOSED INV IN: 719.2oTO MH-26 SEWER STORM CROSSING 730 INV OUT: 719.00 TO MH-24 / 4-7' 15 725 EXISTING GRADE 1 725 / 85 OR y6P .0Do LFC4� MH-24 6o 61 S 4-57 ° 720 RIM: 763.0o INV IN: 707.2o TO MH-25 INV OUT: TO MH-23 y6e�0 Ca 5' 720 SCR (0 00 707.00 0' PROPOSED GRADE 715 35 715 N. MH-23 plo STA: 4+47.13 QJC RIM: 7o6.o0 lwti INV IN: 696.2oTO MH-24 5� �F 71O PROPOSED ROAD CONNECTOR GRADE INV OUT: 696.00 TO MH-22 MH-22 io9 710 STA: 2+80.65 MH-21 RIM: 702.00 STA: 1+69.12 INV IN: 694.2oTO MH-23 ? RIM: 696.41 INV OUT: 694.00TO MH-21 705 D = INV IN: 69o.37T0 MH-22 705 _ > u INV OUT: 690.17 TO EX-MH-5 N o= PROPOSED 18" SVVM'D' -� F M OUTFACE PIPE CROSSING / QJ`1°�° t O 700 u u r,w ry�O o5y OQ F�' 700 O ��_�F rt�� in0 � -O 2 ++0 > Z > o Z - Z X H X X Z X 695 u' L, Lu_ Lu SDR-26 PVi 695 PROPOSED 8" SWM'D' 3.1' 162.49 LF C OUTFALL PIPE CROSSING 4 5 69 O o SORF @ 3.3 101'S3 % 690 II 8" DIP �gfo 165.12 LF Qa 2.79% 685 I 685 \\-CONNECTION 18" STEEL CASING PIPE REQUIRED AT ROAD CROSSING TO 68o EXISTING MANHOLE 68o N 1p O 'i N V. M . 00 � ul Q. `y N It 'i O. 00 ci M N ci VJ .t a� 1t of S N m lD 0) n 00 H N 't O •i 0'i) UN) NM MM 1 1p ^IDV7 n 0+00 0+50 730 MH-19 STA: 2+82.59 RIM:72533 INV OUT: 71533 TO MH-18 1 725 1 PROPOSED 6" WATERLINE CROSSING 720 715 PROPOSED 12" YARD' DRAIN CROSSING II NC 710 y6P fop 8 SpR� 8.5 710 .i918y II 705 L 8" SDR-26 PVC 705 76.77 LF Qa o.61% CONNECTION TO 700 EXISTING MANHOLE 700 01 00 W S l0 n N O 00) W n N M k0 ,n InM 6 a)06 M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-ig - EX-MH-17 PROFILE 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 76o STA:0+70.51 RIM:750.25 INV IN: 738.87 TO MH-43 755 INV OUT:738.67TO MH-36 MH-36 STA: o+oo.00 RIM: 747.75 INV IN: 735.95 TO MH-37 INV IN: 735-95 TO MH-42 INV OUT: 735-75 TO MH-35 7 - MH-20 PROFILE 6+oo 6+5o 7+00 7+50 8+oo 8+5o tTOMH-26 I SCOTT/R. CbLLINSZ K:% No. 35791 � 4/26/21 'ATERLINE CROSSING M H-44 M H-45 STA:3+47.00 STA:5+70.49 RIM: 758.50 RIM: 757.00 MH 46 INV IN: 74o.7oTO MH-45 INV IN: 742.03TO MH-46 760 STA: 7+4033 INV OUT: 740.5o TO MH-43 INV OUT: 741.83 TO MH-, RIM:75533 MH-43 STA: 1+26.42 : INV OUT: 743.00 TO MH-45 R I M: 751.17 -4 INV IN:73937TO MH-44 INV OUT: 739.a7 TO MH-42 PROPOSED GRADE 755 PROPOSED 12" YARD DRAIN CROSSING 1 XISTING GRADE -4 5 745 PROPOSED 8" / WATERLINE PROPOSED STORM / CROSSING -SEWER CROSSING 6:6' 4,7' 8" DIP 740 5 6' 8" DIP 165.84 LF Qa 0.58% 8" DIP 219.49 LF Qa 0.510/0 216.57 LF �a 0.520r6 e,5, 8"SDR-26 PVC735 51.92 LF Qa o.58% m ^ M o m 0 n kD 0 a a W m m m W 00 M N o00 ^ Ol 00 I� VmJ 00 o0 0 Ln N M O o u, 11Ln O ' It 00 Ln n rl 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 6+5o 7+00 [VH-46 - MH-36 PROFILE 7+50 750 745 740 735 a Z Z o O� m C1 J H z O ti F Q u z z o Lu > � o IJ. o Lu N N F u�i Za� Q N N N 7 C7 V? s CID N M z C:) Ila- CY) N Q W cl� L/) die w J Q J > z LL U) P-1 O W LL. OJ (V W Q W (f) Lu W U Q U.) Y 0- Lu F --- z Q ulD W I- U' Lu z w � z U) a J W La JJ < ia- ® O C) N u bF o uu Q 2 d Ln JOB NO. 182154 SCALE V:III =5' H: 1" - 0' SHEET NO. 15 C 0 U 0 0 0 E 0 765 765 CONTRACTOR SHALL PLUG EXISTING IN` MH-EX-g AND INSTALL PROPOSED CO EXISTING GRADE m = 0 X00 = 2 w o O O 00 o i o 760 . coNa00 76o 0 n O O Ol,p F _rl O �Mr.H H�Z.Z~^O �n�-- wiZ� =Fi> r on z � ° 0 755 o N� i U) m z Z 755 co N a O1 'tow +'t; Z Z LnE W PROPOSED GRADE 750 1 h 750 PROPOSED STORM PROPOSI SEWER CROSSING I I MANHOL 745 jj 745 II 53 EXISTIN( k8"DR-26 INV. IN = PVC 8" SDR-26 PVC 62.31 LF @0.53% 47.78 LF @ o.63% 740 1.0' 74 8" SDR-26 PVC 74.so LF @a 1.86% /ERT IN TO NNECTION PROPOSED SWM OUTFALL PIPE CROSSING 735 735 N H O 00 `,0 00 M N 0+00 0+50 1+00 1+50 2+00 C-49 - MH-EX-9 PROFILE :D SE E i8"DIP 743-79 MH-39 XISTING GRADE MH-41 MH-38 STA: 5+54.66 STA: 7+53.02 STA: 4+27.62 RIM: 757.17 MH-40 RIM: 756.67 RIM:753.25 INV IN: 747.03T0 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-77 760 INV OUT: 741.75 TO MH-37 INV IN: 748.53 TO MH-41 / INV OUT: 748.33 TO MH-39 MH- STA:2+82.1212 MH-37 755 RIM:747-75 STA:3+31.18 755 INV IN: 735.95TOMH-37 INV IN:735.95TO MH-42 RIK 48.67 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: z+ 8 45 PROPOSED 8" DRAIN CROSSING 750 STA: 0+92.1S RIM:746.92 / WATERLINE 750 RIM: 741.67 INV IN: 734.7oTO MH-34 PROPOSED STORM 5,6' CROSSING 1 z' INV IN:727.87TO MH-35 INV OUT: z .6 TO MH- o 7 7 7 3 INV OUT: 734 So TO MH 34 SEWER CROSSING g' SDR-26 PVC 4'4 z6 P so4.3 2 LF @ 1.0g% MH-30 PROPOSED 8" ROOF g^ SDR 5 745 STA:o+oo.00 RI M:737.5841/ DRAIN CROSSING 1 1 86'03LF 745 Pv C INV IN:7z7.2oTO MH-31 4.8 INV IN:727.2oTO MH-34 PROPOSED 8" S„SpRF �3.gI�0 INV OUT:727.00 TO MH-2g / WATERLINE 123 N 39 CROSSING 740 g $„ SpR-26 ,449°7o C 740 PROPOSED STORM g2.44LF SEWER CROSSING 3,2 ei f8"R-z6 735 45 06 LF PVC @7.3z°/a 735 PROPOSED 12" YARD DRAIN CROSSING V8" SDR-26 PVC s 9 �1� e °° 43.28 LF Qa 2.43% 730 spR2� k�e/ 730 3a Vx 8" SDR-26 PVC 7�5 88.15 LF Qa 0.53% 725 S O 'D 0 't r- 00 N r- M 00 � N a r\ H M m O l0 a 00 VJ u1 '+ l0 1p d 01 N N l(1 OD M 01 rn 't r. T OD T M W M r` O .T 01 ,"� �t H M �t M N .t N It � Ur ^ Ol Ol N N H L(1 ul 't r` V1 O l0 ID 0 VJ Ln Ol L(1 � Ql N � 01 l(1 � r` M ^ r` M ^ r` ^ r` ^ r\ ^ r\ S ^ r\ ^ r` f rl r\ y1 ^ r` N ^ r` ^ r` ^ ul NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF I'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0+00 0+50 1+00 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 20 200 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MH-41 - MH-30 PROFILE i7TO MH-40 SCOTT/R. CtTLLINSZ No. 35791 i�l 4/26/21 _i a Z Z o O� H m tnC1 J H z O ti F Q u cn z o Lu C� u N ti ti W N N Q ' 1 Za N N 7 5+50 6+oo 6+5o 7+00 7+50 I ,,, MH-32 MH-33 STA: 5+15.86 STA: 6+z1.56 RIM: 752.00 RIM:749.5o INV OUT: 747.00 TO MH-32 755 INV IN: 743.7o TO MH-33 INV OUT: 743-5o TO MH-31 MH-31 STA: 4+56.78 750 RIM: 745.83 750 INV IN:739.03 TO MH-32 MH-26 INV 0UT: 738.83TO MH-30 MH-z EXISTING GRADE STA:o+oo.o0 9 RIM:733-75 STA: 2+11.07 INV IN: 723-45TO MH-28 RIM:737.92 745 INV IN: 723-45 TO MH-27 INV IN: 726.2o TO MH-30 MH-30 NC 745 INV OUT: 723.25 TO MH-25 INV OUT: 726.00 TO MH-28 STA:73 77. a, spEtE 32kM° RIM:7-58 INV IN: 7z7.2oTO MH-31 y01J0 MH-28 INV IN: 727.2oTO MH-34 C STA: o+65-71 INV OUT:727.00 TO MH-29 v6e�y0°I° O 740 RIM: 735'50 � 74 INV IN: 724.03 TO MH-29 c20�<1 INV OUT: 723.83 TO MH-26 $ o`b hh. 735 PROPOSEDSTORM 735 t OPOSED 8" WATERLINE CROSSIN SEWER CROSSING C / 16e�16h�o 33 h��F e6 730 610. y1ho 730 2.1' 7�5 8" SDR-26 PVC 725 6-2.71 LF C 1.280/b 8 56 LF Qa P 39% 8" SDR-26 PVC 141.3 61.71 LF @a o.62% 720 720 ID rl 'i M Ol 00 V1 kD M 01 Ol M r` O r` N �t H N ci ci r\ N N 00 01 M N 00 lD O rl rl L!1 ci N Ln N m M't O � Ql kD M ^ ^ m 06 N lD ry 00 ul H 6 N M ,y M M M M M M N M M M M M M M .t M 't S S't U1 VlLn Vl N r` ^ r` ^ r` rl r. r` r` ^ r` n r` ^ r` ^ r` ^ r. ^ r\ ^ r` ^ r` 0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o MH-33 - MH-26 PROFILE O A C ® M O N co M z � Qi C:)CN J Cn N Q LJ 12� L/) J J w J Q J z LL W L~L J fV W Q w (f) L u U Q l!1 W F z Q ul U' Lu z w z a w w J � J ® C:)O N u bF 1 w O W [r 2 CL !n JOB NO. 182154 SCALE V:III =5' H: 1" = 5o' SHEET NO. 3.6 C 0 U 0 0 0 O C EXISTING GRADE- STR:12B VDOTSOTD. DI-313 (L=1o') STR:18 VDOT STD. DI-i TP=730-58 TP=729.00 INV IN: 720.6o TO 18 INV IN: 7zo.85 TO zo INV OUT: 7zo.5oTO1z INV OUT: 7zo.75TO1zB STR:12 VDOT STD. DI-36 (L=8') STR:20 VDOT STD. DI-31B (L=8' TP=730-42 TP=728.42 INV IN: 724.42 TO 14 INV IN: 721.18 TO zoB INV IN: 720.z5TO 12B INV IN: 7zz.5oTO zz INV OUT: 719.58 TO io INV OUT: 721. o8 TO 18 730 PROPOSED 8" WATERLINE CROSSING PROPOSE 725 STR:z4 VDOT STD. MH TP=734.z5 INV IN:7z7.ozT0 26 INV OUT: 7z6.9z TO zz 00 m M J Q N M O 1 O F 0 N It NF Ln �- ^i Q F O00 F O Q N v ^ ul /� � -> �0 N F a 0 ° N . N i U) FZ I i�ZO F a» in FZZ _ M °/ p - 12 R�z17 10 15" RCP 720 27-74 LF @o.87% 18" RCP 18" 'RCIP22.32 LF @1.03% 27.78 LF @ o.go 0 18" RCP 7�5 zo.90 LF @o.7z% O ^ 00 N W W n n ^ ^ N o+oo 0+50 1+00 00 v�i 00 m Ol m rl M M N 00 ^ 1+50 2+00 2+50 STR-26 - STR-12 PROFILE o EXISTING GRADE 30 J STR:zo VDOT STD. DI-36 (L=8') 11 STR:8 VDOT STD. DI-313 (L=io') °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 00 N INV IN: 7o8.10 TO 8B V) M INV OUT: 7z1.o8 TO 18 F- 735 INV OUT: 7o8.00 TO 4 ° 6 ]20 -mp 0 Q M ^ > m r,F Q ^ N > o ^ °mo ? 0 N 0 m ^ LnZ z 73° � CL 730 715 715 - PROPOSED GRADE ROPOSED 8" WATERLINE CROSSING ROPOSED 8" WATERLINE CROSSING 725 725 710 710 PROPOSED GRADE 1. z' 15" RCP 720 720 705 z8.04 LF @a o.82% 705 15" RCP 27.68 LF @ 1.16% XISTING GRADE 715 715 700 700 ul ~ ul � o ^ 0+00 0+50 STR-813 - STR-8 PROFILE n a N CO ^ N ^ o+o0 0+50 STR-zoB - STR-20 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. C` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 50 DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND C IN THE 2oo8 ROAD AND BRIDGE STANDARDS. EXIS- 4 740 735 8" WATERLINE CROSSING 730 725 15" RCP 29.74 LF Qa o.5o% 720 715 3+00 STR:46 VDOT STD. MH TP=757-9z INV IN: 751.25 TO 46B INV IN: 754.00TO INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o NV. I N=756.00 'ING GRADE 755 755 15" RCP 16.38 LF Qa 12.21% 750 750 ^ Ln PROPOSED VDOT STD. ES-1 0+00 0+50 CULVERT-i - STR-46 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 EXIT 740 735 730 725 720 715 710 INV. IN=7o3.0o TO UNDERGROUND SWM FACILITY'D' 700 695 STR:34B VDOT STD. DI-3B (L=6') TP=737.4z INV IN- 730.6o TO 36 INV IN' 730.6o TO 38 INV OUT: 730.5o TO 34 740 ROPOSED GRADE740 STR:38 VDOT STD. D TP=73533 INV OUT: 730.92 TO 3 735 735 TING GRADE 730 730 15" RCP 29.7o LF Qa 1.o8% 725 725 r M ^ m ^ o+00 0+50 m M Q o � oco0 F 000 M O oo N o O °0 m oo ^ 0 ���r 00 ^Z Z0 d >> > Vn FZZZ STR:4 VDOT STD. MH TP=715.58 INV IN: 707.75 TO 8� / INV OUT: 707.0o TO z 85LF 24 z•z9% 00 133 24" RCP 46.37 LF Qa 1.79% 00 M N ^ 0) ^ ^ n 0+00 0+50 93 37 LF @P .79% 24" RCP 1z.54 LF �a 1.99% 0 J m M Q N a0 Ci 10 o F O� 0 000co� > u? �� M Nzp F a» LnFzz m m 0 m O o-" 0o F 00 Ln F N V O It N p N 3 0 ^ > : N N� N -Z ZO Ha>>> LnFzzz z4 RCP •68% LF C� NG GRADE i� J m M N 0 NID O 00 0 0 O0 ,6 N p 0 0 ^ > o �' ii z O V) F- - RCP �5 i•74% 90.62 LF 15" RCP 104.11 LF Qa 1.03% 0 u m m 0 m 0 O F � F R ~ N ^ Q > N ^ ^ �F z z 740 STR:16B VDOT STD. DI-3B (L=6') TP=735,50 INV OUT: 727.5o TO 16 735 ROPOSED 8" WATERLINE CROSSING 730 i5" RCP 725 28.26 LF Qa o.81% PROPOSED 8" SANITARY SEWER CROSSING 720 L9 �t d ^ �t rl ri t0 N M N N M 01 °0 N °0 �t O1 to rl to tD to ei 't ^ N O ei H N ri 'i M •i �D O ,y l0 O N •i H M 0) N H ri N Ol N O 'i M M M M N m f M m m ul M 1 M V1 M ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 1+00 1+50 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+50 6+oo STR-16B - SWM FACILITY'D' PROFILE 0 rl J m M 2 0 1O STR:3zB VDOT STD. DI-3B (L=io') Q m o O roan F- 000 TP=738.25 Ln o ° INV IN O No°o INV IN: 733.5o TO YD-z 06 0 mp o° 00000000 P IOT:7z9.67TO3z m 4�00 N0 o o75° °��zzz ~ a z z z z STR:3o VDOT STD. DI-3B (L=8') STR:36 VDOT STD. DI-3B (L=8') Ln0-z °,F---- TP=744.75 PROPOSED GRAD INV IN: 728.52 TO 32 INV OUT: 728.42 TO 28 745 STR:32 VDOT STD. DI-3B (L=1o')_ TP=738.z5- INV IN: 729.52 TO 32B INV OUT: 729.42 TO 30 I-1 740 4B STR-38 - STR-34B PROFILE 735 24" RCP 11.31 LF Qa 1.50% 730 INV. IN=726.83 TO UNDERGROUND SWM FACILITY'C' 725 IFAR 710 SCOTT/R. CtTLLINSZ No. 35791 � 4/26/21 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 7 ]00 ■ w 695co s M rn CV 6900! � Q i CN CT) J VJ I.L < Q o > Lu 0 dieJ J W > z J � Lu L9O ' � � w W 750 Q U) Q W Y = Lu 745 z Lu ED 8" WATERLINE CROSSING ul (n Lu 740 w � z a 735 ~ Q w 15" RCP w 15 RCP25% 33.z4 LF Qa 1.zo% J LF � Q � 16y'S3 � 730 ® o 15" RCP ON omzz.1' z4" RCP z4" RCP 33 57 LF Qa 1.1g% 424CP 174.39 LF @ 0 5z% z7.7z LF Qa o.54% 47-57 LF Qa o.88% 18" RCP PROPOSED 8" SANITARY 36.83 LF @a o.62% SEWER CROSSING 725 bF N l° M M N M O1 M d H 0) 0) ry ^ ^ Vl ^ 01 1 W O ei N M O 00 00 N W .t 0 W m '4 ^ � ^ W ^ C6 l0 ^ O Ol M 'i JOB NO. 182154 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50 SCALE V:1"=5' STR-36B - SWM FACILITY'C' PROFILE H:1"= SHEET NO. 17 EXISTING GRADE PROPOSED 8" WATERLINE PROPOSED 8" WATERLINE CROSSIN TP=744-75 m INV IN: 737.6o TO 36B N 0 M M INV OUT:737-So TO34B MD F O 0 STR:34B VDOT STD. DI-3B (L=6') in F o F o 0 - TP=737 42 0 M . m I NV I N' 730.6o TO 36 > MnH INV IN; 73o.6oTO38 �..� � �mzo INV OUT:73o.5oT034 11 Ln Z Z 0 U 0 0 E 0 6 76o J m M mw p Ww0 m 0 O n n755 vn Q OD tN wN ul HLo �'t >�r" X °� �Z O Ll EXISTING GRADE o Z_ Z_ . 1 nz ZZ F>>0 �Fzzz „ 750 �,F?ww II 745 II II I� 740 735 ys' RCP y76.53 LF C 1.12°h 68 VDOT STD. DI-313 (L=6') TP=754-75 INV IN: 747.5o TO 68B INV IN:749.75 TO ROOF-13 INV OUT: 746.00 TO 66 O Ltl Ln fl ^ N M 0 N ^ Ol M n n � n n ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 Ls T R-68B - STR-EX-32 PROFILE O 0 N I I J_ J 2 N a 10 U m a m m °v Un 00 F p m� 0 Lo�°o0 0 0 p1O 7-m p LO O 1n FFN °o p a0 O � 00F p p �O F F p p} 0 N Ln M F F y O FO O p 0 > O 0 1� ^ V 't .. F M°^ Q 10/1 N S F lO In O O �Z Zp p > ry a^ CO > 0 r,r,F > ^oo ^ p O s ^_ 76o a>>> _o ��zo ^F 760 760 o `° ^Zzo m 1- �� O 4 > o o ^ 60 p ��� 7 -Ln a Fa»>-O ^?0-o't �F EXISTING GRADE n a>> F z z STR:48B VDOT STD. DI-3C (L=1o') 1n F z z z F a r z z c i^ z O �5 I Ln NV NS TO YD Ln F z z 750 50 -4 INV OUT: 748.17 TO 48 755 755 755 PROPOSED 8" ROPOSED 8" WATERLINE ----.PROPOSED GRADE WATERLINE PROPOSED G CROSSING CROSSING 750 2.7 750 750 PROPOSED 8" WATERLINE - CROSSING 28" RCP 15" RCP 745 99-52 LF Qa o.56% 34.7o LF @ 0.69% 745 745 ^ 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 GRAD 755 PROPOSED 6" WATERLINE - CROSSING 750 755 1.5' 15" RCP 33.59 LF Qa 1.49% 750 m � m Ln ^ ^ ^ o+o0 0+50 STR-4613- STR-46 PROFILE 0+00 GRAD 755 750 11 r \_24" RCP "RCP RCP 48.25 LF @3.04% 24' RCP 56.66 LF Qa 0.71% 745 0 00 n ^ L, 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 J m p To p YO STR:50 VDOT STD. DI-313 (L=1o') Ln 0 u F TP=749-00 0 0 INV IN: 741.52 TO SoB 0 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 EXISTING GRADE 740 740 18" RCP 27.66 LF Qa o.83% 735 735 N 0 N S ^ 01 't ^ o+o0 0+50 STR-5oB - STR-50 PROFILE 76o STR:68B VDOT STD. DI-3B (L=8') TP=754-75 INV OUT: 747.75 TO 68 755 PROPOSED 8" WATERLINE CROSSING 750 15" RCP 745 34.86 LF Qa 0.72% 740 735 4+50 STR:40 VDOT STD. DI-313 (L=8') • 755 EXISTING 750 24" RCP 61.03 LF @ 1.23% INV. OUT=743 75 745 PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED OUTLET OUTLET PROTECTION w/ FILTER FABRIC UNDERLAYMENT (L=zo', Wi=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 L 0 O0 p amIt Ln 00� 755 F F F 2 0 � K, 01 N I� O O O LnmaO > O m `n��F 0 0 o F o't EXP 1n FFF0 ��zz0 G 0 n o onN F a>>> to Fzzz 750 000 o00m ^ > co � � �� °N°. ^ZZZo Fa»» 1nFZZZZ 745 2OPOSED 8" WATERLINE CROSSING 740 735 730 725 )POSED 8" TERLINE 2. y8RCP LF � 10o'34 24" RCP 3'227.69 LF Qa 1.16% PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 54.76 LF @ 1.52% O m rp O O o 0 a p-'tww0 It pOO 0 Ln F O O N N Ql q) M 0 > m M t Ln r, a^ ^^^F z z z p F a>>>> 1„Fzzzz y Qa 3' 1y1,S6\F AU 0+00 00 J STR:6o VDOT STD. DI-3C (L=6')00 m N N TP=755.08 J . N 0 LL ii s INV IN: 747.5o TO 62 m o O O ID INV IN TO 6oB "' o 0 STR:64 VDOT STD. DI-3B (L=8') in w x O- INVOUT:747.17TO58 I O TP= 6. OO STR:58 VDOT STD. DI-3B (L=6') o O F V) F m INV IN: TO 67B 749 43 4 > q) 9 � > m o^ TP=755-58 0 a INV OUT: 74933 TO 62 m ? �? 60 p kD INV IN:746.85TO So _ m v Z z O> o o INV OUT: 746.75 TO 56 n� a > > 1n �� m Ln ,n F z z z 0 0 LP a a^ STR: 6 VDOT STD. MH 5 F a zz n F zz > `n 't� D TP=752.67 - - 755 ,L,� a Z 0> INV IN: 746.43 TO 58 a > INV OUT: 74633 TO 54 PROPOSED Fzz ROPOSED GRADE WATERLINE CROSSING 1. z' 750 ys' RCP 15" RCP 1.34.83 LF @ 1.04% 27.68 LF @ 1.16% 15" RCPI 745 24 RCP 5%1. 32.18 LF Qa 1.03% 1.5' 138.65 LF 4 RCP 24" RCP 48.14 LF Qa o.66% 44 05 LF @ 0.73% PROPOSED 8" SANITARY SEWER CROSSING 740 1� d O N l0 0 ^ n N N ci d 0) ^ Ln ^ ^ ^ Ln ^ ^ 't^ 'tLi.,'t ^ ^ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 FSTR-64B - SWM FACILITY'B' PROFILE = O m �t 0 760 p F 00 2 S Ln 00 0 F- p N �?^ F O N ^ '0 p O O n^ . n z z O >���F FO->>> 6 Z= 1n F Z Z Z ^--o F a > > > 76o STIR: Ln Fzzz INV I INV I INV I INV 755 GRADE In � N V1 00 C7 O 0) N 00 ^ 0 m ^ ^ �+ ^ ^ ^ ^ ^ ^ ^ 6 0+00 0+50 1+00 1+50 2+00 2+50 3+00 Ls TR-46 - STR-28 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 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 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 00,4 INV OUT: 747.92 TO 5o INV OUT: 748.25 TO 52 755 Ci L9 t 755 0 6? p O N M^ > 0 PROPOSED 8" VDOT STD. MH v ? z z 0 WATERLINE TP=746-58 F a > > > z z z CROSSING N: 740.25 TO 50 1n F N: 728.00 TO 30 750 N: 738.5o TO 40 OUT: 727.00 TO PROPOSED GRADE 745 15"RCP 745 y z'7y% 27.63 LF Qa o.83% �F G y63 33 / / 417' 740 740 RCP 18' y82% LF XISTINGGRADE 64•y6 PROPOSED 8" SANITARY SEWER CROSSING 735 735 730 730 725 725 V) N N S n M M ,M . N . 0)It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-52B - STR-28 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SCOTT/R. M-LLINSZ No. 35791 � 4/26/21 a Z Z o O� HLA CO J z O F u u ` z o W > o n o Lu N N F u�i � N N N 7 rn AlV C`7 ® CID C3� N M z o J Cn � w N Q > Lu J 111 J Q W � J_ I--1 E 0 113- didQ uj W W`'' Q w Y = (/1 G � z � w O ul (n Lu DC � w � z U) a W La Mimi J Q � ® O O N u bF 0 w x a to JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. 10 / - �r En_ _ - - _ - - -- _ / _ d d 1100 d //// - - - _ YD-4D - 1_ 666W'�w / l- -� \ ) / g f ' O 000 woo / _ - --LOT68B w L a-w V) O / �1� / ` ' �. \ \ LOT yyg i49-- ¢ H ` - as _ � - - °75 000 MCCOMBSTREET - ❑ �\ / / _-- -- - -- o ¢ o as Lor u _ u2 ROOF'io ' ---- sz-- ---- - _ ❑ Co */ \ co O U co > �/❑ �� ❑, woo 000I I I � d LA _ d / / -� �i ..L-�I � � � � �� \ � ` • .. ,� wooCL __ 1' � J _' DRAINAGE DIVIDE TYP. ' - ❑-ram= 4g or �3� ' / - z J '� ✓ .. w InIf / \ CIO ( _ C - - - J �` _ '► \__ ,LOT LOT / \ �1. Q Ly W a -1:_' d LOT _ �6a_ ' LOT LOT s =nLU OT 1 1 LOT LOT e° s9 a YD-aE - o v, \ / � � / � CULVERT-i / - / I Fez ILL > /w h_ r -- _ d ` � \_ - - d Lor 7 N, � • \ / / / ❑\ -.- � � � �^LOT i - ,_ � � ❑ \ / 000 WWI/ ' /` �a C; 1 e6 I YD-2k{ - ''/ / I LOT 36 SGAN - \ \ d� `` YD 3D orr 3 0 \ T / YD G sT � `// ,I 44[ \ \ \ RF YCD D3C- / / _ LOr 1 1 / i34 ---- � � YD-a6 S / / / p � YD-3G �YD-3F � ❑ YD- E RO -��- -" _ ❑LOT �. � •/' � � I �'P'_ � � 1 z6 � I 1 p � ."'-i n`Oi ZF n -, P l i l 1 F .ti N N i YD _ I ' 1� 'w I( LOT LOT LOT Lor Lo°r \ or _ z7 a "9 3 or Lor LOT LOT 116 OT �� / / '��\�- --_� � ����, Lor 4 � YD_3B �3� I � RAINAGEDIVIDE TYP. ,, � nor �z� =z3 � � r .__ �, \ �'` c ) \ LOT ��s I' ROOF-7 - / ' - - LOT Lor _ ii - / s _ ' /' ❑ --- ` - _ � YD 6 - �oT -73C s LOTS { - / �� // /' or Tz =3 _Ir SzB / _� - - �. - - 34B - _ v �� ❑Adv CID _. ' \ / / ❑ . - __' LOT no -- _ ��- _- _`__-_ -. - ��-. or - ® M / / / ❑ / ' -oT LOT °7 °a d" ROOK LANE - �1 5 30 _/laILj - i8 / KG� / oT �❑ �°e ROOF-iz RAMBLING B 5z - °s ''- - � 57 CV d T 1-_ I_ 32 BROO - _ 206 // L6 �T Co 64B - � ,f - --� I ,, I e - - _ _ �N 1 � r Lor ' # �' --- `' - �LC1� I � ,. � i \ Fz ROOF-i 6z oT � �lTJT " ', a � LOT � �- -- � � .. B I 1 _ s ---o o�, Low „<� I' �4 � 6 ' Yp_Sq � a� I 6L� .-� � :T' ter sr. �, _ _ . a° a'I`; �'6r ...row oTm dr l s4� �O ❑ Lo 6oB 6Ila- se - a _, n 6 „n I Tl LOT / OT > �� \ I 4 - -��- .___ 't-1�, f-J i 4 / r/ .,.. � 53 �,/ (V _ L� 9 \ / oT / ., �� N Q i _ d LA 400 6092 fit9a " 96 _ / "°° lip 98 99 \ a ®o0®°®®®®°®"GOO coo o® 9go*600 °o®®°°-co®®®0® ' - - / °�®®® //® 000 /'� - o° �\ I \ \ \ - - - - - - -----1 ----- _ \ I - ❑ Cl \ \\ I \ \ i / � �� ❑ I � 1 _, -� 1 1 OSCOTT R. LINS'Z `\❑ \ \ \ - - ---------- - - - - - - - - - - - - - - - -- ---__--- U N0. 35791 14/26/21 ONAL / \ /- - - - - - - - - - \ _ low \ -- � son/ sun , - - - / '00 wwlr� // �� vv /r ROJECTBOUNDARY(TYP.) r ❑ ---i goo--- k / � / YD 4- B % / YD-4C - / Structure Area (Acres) Cw t° (Min.) 54 0.09 0.45 6.0 58 0.14 0.70 6.0 60 0.14 0.75 6.0 60B 0.43 0.80 6.0 60D 3.42 0.45 11.0 62 0.20 0.75 6.0 64 0.26 0.75 6.0 64B 0.20 0.80 6.0 YD-6 0.17 0.50 7.0 YD-6A 0.20 0.55 7.0 YD-6B 0.34 0.50 7.0 YD-6C 0.17 0.45 7.0 YD-6D 0.50 0.50 8.0 ROOF-11 0.07 0.90 5.0 ROOF-12 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 4 (Min.) 30 0.15 0.75 6.0 32 0.24 U. 6.0 32B 0.24 0.75 6.0 0 - ®® 34 0.25 0.80 6.0 34B 0.12 0.70 6.0 -_ 36 0.11 0.70 6.0 36B 0.16 0.70 6.0 38 1.60 0.35 13.0 40 0.19 0.80 6.0 40B 0.17 0.80 6.0 42 0.13 0.80 6.0 - 46B 2.32 0.40 12.0 48 0.21 0.75 6.0 48B 0.36 0.75 6.0 50 0.22 0.75 6.0 _ 50B 0.15 0.80 6.0 - 52 0.19 0.75 6.0 52B 0.16 0.80 6.0 CULVERT-1 0.26 0.60 8.0 - - YD-2 0.05 0.30 6.0 YD-2A 0.07 0.50 6.0 YD-213 0.35 0.50 6.0 YD-2C 0.20 0.55 6.0 -_ YD-2E 0.10 0.55 6.0 YD-2F 0.13 0.55 6.0 / YD-2G 0.10 0.60 6.0 ' YD-211 0.08 0.60 6.0 / YD-313 0.11 0.60 6.0 YD-3C 0.10 0.50 6.0 YD-3D 0.12 0.50 6.0 YD-3E 0.41 0.55 7.0 YD-3F 0.24 0.55 7.0 YD-3G 0.22 0.55 7.0 YD-413 0.26 0.40 8.0 YD-4C 0.19 0.40 7.0 YD-4D 0.21 0.45 6.0 YD-4E 0.16 0.45 6.0 - YD-5A 0.08 0.30 6.0 ROOF-2 0.07 0.90 5.0 ROOF-3 0.06 0.90 5.0 ROOF-4 0.04 0.90 5.0 ROOF-5 0.03 0.90 5.0 ROOF-6 0.06 0.90 5.0 ROOF-7 0.04 0.90 5.0 ROOF-8 0.06 0.90 5.0 ROOF-9 0.05 0.90 5.0 ROOF-10 0.06 0.90 5.0 Structure Area (Acres) Cw t° (Min.) 66 0.14 0.61 6.0 66B 0 .62 1) 8.0 68 0.07 0.80 5.0 68B 0.24 0.40 7.0 ROOF-13 0.08 0.90 5.0 73 L1J ° \ \na_ \\ ioo WPOBUFFER❑ or o\ \--- \\\ ioo-YEARFLOODPLAIN ❑ �®®®®�� �\ -�\\ WS PROJECT BOUNDARY (T®YP.) \ ® i / H� Duo 6LOT \® 0 L9 \ ® ® .\ \\ LOT \ N -- ®`� Y Q EXISTINGSTREA \ 0 \66ODO „o \ v vV AA V - - \ \ ® vvvr,s ® LOT Y 6g \\ I` LU LU v \ Ul LU \ \LU LU LU f ®® ® ®®0 00a 6l III I O �j vv A vv vv�\V A A \OVA II AI / ®00 v®® ®� \ ®III I ® N �00 v / ®®�/ 0 ®® i � o®� v v v v v® /' 1 w LU o x 0 / °l I a in P v `v vvAv v v v l�v ®°®®®®� //® G SCAL i 1 1 I l Joe No. \ \ \ ❑ zo / / `\ ` \ � \ \ \❑ - � °®® 6® i 0 11 I I 182154 6 \ \ \ \\ \ \ \ \ l0 1 ® I I ' SCALE ' O/ \\ \\ I 0 SHEET NO. Structure Structure Area Cw k (Acres) (Min.) 8 0.13 0.75 6.0 8B 0.12 0.75 6.0 10 0.13 0.75 6.0 12 0.10 0.75 6.0 12B 0.26 0.55 8.0 14 0.09 0.75 6.0 16 0.32 0.75 6.0 16B 0.12 0.75 6.0 18 0.62 0.40 9.0 20 0.24 0.60 6.0 20B 0.15 0.80 6.0 22 0.20 0.40 8.0 26 0.09 0.40 8.0 YD-1 0.15 0.55 6.0 YD-lA 0.16 0.60 6.0 YD-1B 0.10 0.55 6.0 ROOF-1 0.06 1 0.90 5.0 c 0 U 0 0 U 0 0 c c 0 U 0 0 U 0 0 c 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 ^ 0) Ln O 0o m ^ Ih l0 co O) 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 y) M V1 u) 00 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 i+so 2+00 2+So 3+00 3+So 4+00 4+So 5+oo 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 GRADE \ 7�5 H .OF -��JOBJ.=3.5' 720 720 l5 In V) N 00 ^ M N N V7 O 0. p) M n n n n ^ n ^ n ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 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 0) 0) N Vo H O) N M M 1� M l0 N H 0) 1� O) M d O 00 ri N N ^ V) u) 0) O ^ rl ^e N .t r^ 0 O ^ O N NN ^ p O MN ^ rl NM M ^ M ^ ^^ m ^ ^ ^ r, ^ ^ F, VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 zoo LITCHFORD ROAD & CAMDEN 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 �) 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 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 4/26/21 _i a ZZ o 0 m w wz J O ti F u ` cn z o W � o 5IUH I U15 I AIV(.t F'KUHLtCD F u�i Za� 755 750 750 / 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 lD L!) l0 00 ^ N 0) �y O) N M ^ O) N m d M S M 1� O S M N V7 rl M m frl M m m M m m M m m 4 M ei m m �H M m m M ^ m m ^ Ol m m O7 O m �'t O H ri 0) Ol w 6 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 So [LEXI LANE & RAMBLING BROOK LANE INTERSECTION 770 � L9 C)7 CID ® Cy) N M z Qi �� CN o J N Q > 0 Lu _ DC J J W Q J Lu LL. in -j (V W Q �..0 V z n 4+00 4+50 5+00 5+50 (� 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 0) W m 0 W M .t W I V. O^ N 00 ^ m M lD rl ^ O) ^ O) ^ N ^ 00 ^ ri n ^ n ^ ^ VJ ^ V) ^ ^ 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 1UNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFIL 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 �� 4/26/21 o��SSIOINVAL 4/26/ 1 En w z � w o U V) O U U Q o oi5 p ZZ > O Q O oyyif a > F 0 z m �••� u m z O U wz J O J Z .Q. U � O F w Q Ln Z � E .. Q w W Co J CL Q WCL K W p 0LU VERTICAL GRAPHIC SCALE V) LU 5 p 2.5 5 10 w o+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 N .. .. 775 775 0 N ( IN FEET ) .N-i N 7 1 inch = 50 ft. 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 � Ul� w � U) LU M 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- TOTBJO3.5' 5\G 755 755 � PROPOSED GRADE HT. OF / \ OBJ.=3.5' 750 750 XISTING GRADE 745 745 740 740 d ~ 00 M � O O Ol N OD l0 �p Ol Ol O ^ O l!1 � �/1 ci � Vl � O � N � M V1 � LMl1 l!1 � V1 � V1 � L!1 � �1 � n ^ n ^ n ^ n ^ n ^ n ^ n n ^ n ^ n ^ n ^ 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 lD V1 .t Ol rl ci O O O N Ol V1 CO l0 t0 lD l0 lD lD l0 tD lD l0 / (u) LSR STREET TREES ALONG 758 MCCOMB STREET/ CLING LANE SCOTT/R. CtTLLINSZ No. 35791 i�l 4/26/21 _i L O o' / LOT 1 1 T 154 l_ 53 � l � 1 - � LOT 1 - _- LOT , / z LOT I' 1 � �, LOT 155. � �I - I ' \ ✓ ,/ / �\ . / � .... // / / \/ ,' ; � � � c LOT 57 u ca 163 / ' LOT LOT �5g 1 , � / � \ _ \\ �' / /\�, Q� o � / i I LOT LOT 160 159 / - - - - - _ - - - _ _ I /) \ \ o�'IiC� ) PHASE I / i LOT a �`..•� 162 161 / / \J— \ -`_p l�Oa I• '•\ i / •,y O F_ u ;, LOT \ 1 _ •/ /—N$ _ -- \ 166 7� //_OT n \ / / \ \ ` LOS` \ I'. ✓: • " _ '� r / / 184 / f. (6) LSR STREET TREES- � \ / o i i67 - :.°'•' �'/ / ALONG LEXI LANE \\/ \ \ \ \ \ / 11 / / 'u LOT \ :•'OPEN SPACE•':-': •'. •a . / LOT - � - - _ \��___�/ //-_�/// � L I LOT 1 �° .•�..'�`_,'.�;• I 182 .ny / I / i' �\ \ / l \ \\\ � � \ \\��_—_—_— �—_—_�� � / �l / (7) UAP STREET TREES ALONG LEXI LANE a �. � '.('. ,`.1-.'•' `-'::'::-:.'•:: -: • •;_. •.`•'.' 1. � � � � '. � -_ III ;. / _ PHASE III 11. 746 1 __ ':,>�ti•':..`•I i8o � ��¢ �r1I / \ (FUTURE) a (5) LSR STREET LOT LOT LOT LOT 171 I -_ - � ^ If �! � � �.: I I I LOT / / / � \ � \ 1 - - I • ` �� � / (3o) ASL STREET TREES \ I✓/ �/ ' / // �� a9t %\ LMBLING BROOK LN(3)ASLSTREETTREESALONG LITCHFORD RD21 UAPSTREETTREES ALONG RAMBLING BROOK LN L 1 v '•_ - s (2) UAP STREETTREES LOT ALONG LITCHFORD RD ( / FQ���� x 58/ / 7 - � M / M ✓ / \ --� \ ` A. LOT % - \. 59 IN / PROP SE 6 / x _ — _ - SWM •,. ;� - I � / I '• •• FACILITY'C'' - .- I __ _ - i' I I',I I ,. T;, ,. _` _ _ I`_ '-:. ;. ,. '.•, : •,. , � M _ I - OT .-OPEN LOT -- - - - I - - - EXISTING : / r 1 .. 6z / a �3 I LOT I I A CEMETERY B_ LOT I �� �' 1•: �` _ LOT (. AC) OPEN SPACE : 81 7 y l LOT / i ): I �\ ✓ / ^ 63 0 04 OT 80 I h za� - G LOT LOT LOT : ':•".•'•�" /. a� / //� • LOT F - (0.19AC) I I r � 1 ! 79 ! I- i L•,: ,.:,. ,...•,. ,.- /I V � �, .� � • � 54 � Lf I � I j8 ' 77 � 76 75 ,. . ,.�'.•; / � LOT j 1'/ � - I . j. •,'. LOT �.� / �•ci // �l /j I 4 � 73� -. _ �L'_ I L� _L J •,fit. •.•'. Y �; / /> - z� �C- - 7 _ �- - •_ . •; . X ` • _ LOT / .OPEN SPACE - 7 M C. • —�I 7zo `•/ -� I LOT,� _ (0.3 AC) ` ! \ / v / 72 / - > Qo OO \ V A \ PROPOSED TREE - a / - - _--\t•':•':•' / �' O II �o- v ` - PROTECTION FENCING /� �� / - _ - - \. •, �•�: •'. ".� �/ //LOT /, l//' y v Qo oe 71 / \� v PHASE II — — 'r / -�/ _ -�V� ��� / -----✓/ / '� - i. ,. ,�� vy /_ _ / LOT 70 �__----- N �-� �-\ ���OOQ°--�°�° °� o OQ�®@f0°O�° o000O00Z0s®-QO��°��O �-\` - \___! •.i.'.'.•.. ..,`.., _ _ _ // �// � �� 1ya � //^S\ )'� \� v / '; --� _�-- � • .' •' � LOT {` J—w - - - ¢69/ / v - - - - - - \ _L---Y \\ ///\` �X�_ �` \ -✓, / W I ) _ / - / PROPOSED LIMITS OF j y ��v / 68 TREE CLEARING (TYP.) LANDSCAPING NOTES: � �' LOT � 1. i LARGE STREET TREE PROVIDED FOR EVERY So'OF STREET FRONTAGE. _ - _ _ _ % ' _ / \ % 6 z. STREETTREES SHALL BE LOCATED 10' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. - \ LIMITS OF STREAM \ ° ToB/ ; 7 \ J ROPERTY LINE STREET TREES SHALL BE LOCATED lo' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY - - - - - - - - ` - BUFFER (TYPJ \ FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 6'. STREET TREES MAY BE PLANTED ON TOP OF DRAINAGE PIPES INSTALLED AT DEPTH OF 6' OR GREATER. 1 /� - \ LOT b 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING - - - \ \ / \ \ o66 r OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE XISTING STREAM OVERALL HEALTH OF THE PLANT. - L \ OO \ \ S 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�a Qo Qo OO OO OO OO OO OO OO °O OO OO OO OO O° \ \� ! \ ` I - \ \ 0 \ \ \I \ \/ 65B• AND ACCOMMODATE PEDESTRIANS. C - - - - OOOo O° \ \ \ / - - - - \ \ \ \ \ Oo \ \ ; . •; . S. TOTAL STREET FRONTAGE = 5,542' °O I \ 00 - OO REQUIRED STREETTREES: 112 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) - - _ \ / \ OO o� \ / - �� \ loo YR FLOODPLAIN 0° PROPOSED STREETTREES: loo \ - U° 0 \ ,_ r \� \ OO Oo \ \ "/ . •�'. •; STREET FRONTAGE ALONG RAMBLING BROOK LANE: 3,085' _ � - - - _ � � \ � Z Oo REQUIRED STREET TREES: 62 _ - - - - - - - - - _ _ \ -O° Oo PROPOSED STREETTREE5:51-------- \'�/\�� \ / \\O�OQQOO° \`�J I '` \ ��./� ,I 000°pO \\ ':•C:•. SWIM �.• STREET FRONTAGE ALONG LITCHFORD ROAD: 250' - - - - - - _ / / \ OO 0 \ \ - - �°O 0� \ �': FACILITY'D' \• REQUIRED STREET TREES: S —�— '^ \ \ \ l ( \ \ (g \ l - \ - - \ \ \ • ; \': • ' ....... PROPOSED PROPOSED STREETTREES:S ••:7,•;�'• STREET FRONTAGE ALONG LEXI LANE: 574' REQUIRED STREET TREES:22 PROPOSED STREETTREES: 13 STREET FRONTAGE ALONG DUNNAGAN DRIVE:343' REQUIRED STREETTREES: 7 PROPOSED STREETTREES: 5 STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF):1,289' REQUIRED STREET TREES: 26 PROPOSED STREETTREES: 26 PHASE II PLANT LIST SYM COMMON NAME BOTANICALNAME SIZE CANOPY I QUANTITY TOTAL STREETTREES ASL LEGARY' SUGAR MAPLE ACER SACCHARUM'LEGACY' 10-12'HT 195 33 6435 LSR ROTUNDILOBA'AMERICAN SWEETGUM ILIQUIDAMBARSTYRACIFLUA I 10-12'Hi 1 206 1 22 4532 UAP PRINCETON'ELM ULMUSAMERICANA'PRINCETON' I 10-12'HT 1 397 1 45 17865 TOTALCANOPY: 28932 /� GRAPHIC \ \\ OPENSP) ao �\ 0, 20 ao Sao \ \ i so\ \ : ••; :`• (0.34 Al \ \ V/ \\ O\\V A \ \00 \ N FEET \ 1 in - 40 ft� \ \�- \ %. •• 1992 338 FENCING AND I� DRIP LINE � l SNOW FENCE pass ON 11LW M M RING BOMD FENCES saa III Fee CCHU FENCE F.FENCE CORRECT METHODS OF TREE FENCING County of Albemarle Conservation Plan Checklist- To be placedon Lands cape Plans (IIandbooli,pp III_ 284-111-297 for complete specifications) \ TREES UP TO 4" CAL. SHALL BE STAKED \y\ DOUBLE STRAND #12 GAUGE WIRE / 1. The following items A" be shown on Me plan: I WITH 2-2"1 HARDWOOD STAKES. \\ /i / \\ /, WITH RUBBER HOSE&TURNBUCKLES El Troestobesaved; / TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, 2"1 HARDWOOD STAKE KI Limbaefcleaing(outaidea,fineofaemtobesaved), �s 91 Locafionandtypeofprotecfivefenang, _ _ AND TURNBUCKLES. LOOP HOSE AROUND CUT& REMOVE BURLAP FROM TOP ® Grede changes ralluiring uce wells orwalls, TRUNK. FLAG WIRES WITH COURVEY TAPE. \ 43 OF BALL AS SHOWN 0 Praposedtrmchivgor ell gbeymdtbelimitsofclearing. / -- " REFER TO SPECIFICATIONS FOR SCARIFY SUBSOIL TO 4" DEPTH / . ` • A ' '' ♦ • ♦ • ` - - 2. Markham / ✓ �i FURTHER INFORMATION — - --- �' tlas robe eaval sM1all be marled wiN pent ornbbon ataM1aghi clesiy visible megwpmm[opmvon. , �I — /�_'. OPEN S � All MULCH SAUCER F •y � R3 No Funding shall begmund iheace madang hasbeinspected and approved by a County inspector. t FINISHED GRADE (014 AC)E v �I to • • / —' - _. 3. PreLpmtruction Conference: I TREES UP TO 4" CAL SHALL BE STAKED. / . �� -- -- LOT Troe proses ation ma protection demotes sM1Nl be revievred with the c°vBammmsife. i : _ z13 HT. OF TREE TREES CAL. OR LARGER SHALL BE ❑ •':' / = LOT GUYWIRESWITHRUBBERHOSE AND I _ LOT LOT 151 n � GUYED WITH 3EQUALLY SPACED ! •+ - 4. Epuipmem Openatlo... d Storage: TURNBUCKLES z/3 UP TREE EJ Hcaty egpipmmt,tetum,la traffic and stmagc of consm lion materials including soil aM1sll not bepamitted within the driplin®ofrceea TWISTED, #az GAUGE WIRE WITH HOSE I / .•••' •. f'• ' / LQT 1 8 149 �50 AND TURNBUCKLES. LOOP HOSE I " • \ _ \ m be saved. TOP TAKES HARDWOOD ALIGN III a, --1 CAS OURVOEV TAPE. REFER TO SPECS I / j i' L� \ \ 147 TOP OF STAKES - _ ! LOT{ s. Soil Erosion and Starmway,DefenfionDevees: �\ Q i ES WITH MULCH SAUCER / 146. EJ Snch devices shall rot adversely affect treesro be saves. I 'y� I I�/ / T ITT FOR ADDITIONAL INFORMATION. LOT 6. Fhcs �II I\\JI I I/Iq\\ AMENDED SOIL MIX �I °'::..-. i 144 I\ AMENDED SOIL MIX / LOT-- E7 Firw arc natpamitted widw ]OC fat oftM dnpWeof treamba saved. dill lill TR II -TIT II- LOT II '9mll COMPACTED SUBGRADE 143/ � 7 r :m Materials: I I�,p.0 -. I / 4 LOT 14z ! \ I�IIII II 1. � -y- ® Toxicmatcriels shsE not be stored wifhin100feet ofthe dripWe oftreea to be saved. -11� ll I R. Proncef:rrFencmn: —I _ Tree Planting and Staking Detail -- _ CIff AND REMOVE BURLAP FROM / —LOT -141- - -_--- �II 140 - 0 Tres to be retautd witlnn 40 fat ofa � - ¢/; OF BALL AS SHOWN I °" 'u � - - proposes bmlamg orgmaing acLvity anau bepMMea br fmung. I :'_'_ - I II�Tf Not To Scale / I I -. � ._- � EJ Fm¢ shallbemplaceand AAbeinepsta3aMappmvMbya Countyleapedorpoortogmdmgorcmatracfien - SCARIFY SUBSOIL TO 4" MIN. DEPTH-- m nn1 9. Tree Wells:Ily �Oy= COMPACTED SUBGRADE I I / / d "�j'Iry�j Lf"I -- ' E] whanrhelevelm�tbanaiaeawitnintnpat;plinapeatteataneaa�pdao-eewpuanaubeproriaaaanaamnaa,mhpnaemil ,�. I / I i _ .(j. aubnutted for for apapproval 10. Tree WaR.: Evergreen Tree Planting Detail I I / (1S) UAP STREETTREES �- ' • y : pR0P05EDvae� ® lVhm the dlevel moat be lowerod within tM1e dri tree tobe naval,avee wall ehaB be dad; andacoratruction detail groan wine a proud Not To Scale subnutted for ALONG MCCOMB ST VI I SCOTT/R. CtTLLINSZ No. 35791 i�l 4/26/21 _i O 11. Toorebinrand Tunneler: Q Whm benching is requirodwitlun the hmi4 of clesir,g, it shall be done m far away from the hooka ofhees m pasvble. Twneling 1 / I I / _ — �1 r Il - v, Z J F > undxalage tree sM1sll be mnsndaedm nseltemaave when it is adicipated that necessary vmctung will destroy fceda rode. O 0 06 r 12. C W�nu : - ® Aoteclive forcing shall be the last items removed awing the anal cleanup. 1 _j _ —\I M 13. Dammed Trees: / / / 1 I i ' — _ — ` \ o-- s / \ - .' -� - co-T I• 1 � LA j Z O ® Damaged trees shall b ated im &ately by pmnung, famlirA mo oth methods mcommmaed by ahce apeciab . _ / `- _.. .( W LE) M V ROTE: IT IS THE DEVE PER'S RESPONSIBILITY TO CONFER WCTN THE CONTRACTOR ON TREE CONSERVATION \ 1I Z O —' 1 \ ... ..._ { _ - 1% O F w Q REQUIREMENTS. \ \ \ I LOT 16z n z J 12/7/2020 / / / — ' \ \ / _ — — — — — /_ 164 / j Q Do OWNER SIGNATURE (DATE) -y— — — \ — \ \ / W J So11rce: Va. DSWC Plate 338-2 — — \ \ / / LOT �` " LOT %1 W LU Q LU CONTRACT PURCHASER SIGNATURE (DATE) / _ ' / - — \ / 139 I - \ ,-- 165.. \ -ce ----- 01 CL IH _ 401 s/i/06 vase 1 of 1 / / / \ - LOT w > -- — G�ANE ---- �_ / // 138 166 0 > EXISTING CLIN _ _ \ \ \ \ / '' I / I LOT 3 _ — �oT \\ W. : •' > W ELI CONSERVATION PLAN NOTES: 137 167 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE LOT MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / / — — — I / -F 168 ••':• ENGINEERING DEPARTMENT. / 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES / 1 / ! tf1 1-: / 1 / / I / / I 11 I� LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE / - PRESERVED AND PROTECTED. / _ - - - - \ 1 / / ! / 1 / 1 / / / / / II 135 _ pl a�, ' ••�`• '•1•. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED / / / ❑ / I I\ LOT -� s.' �f. in c ED AND PROTECTED. / I \ / �:- e. 1°LU 34 UPI 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / \ \ _-' /! /' / /// / ��� -� \\ 1 ;(5)LSRSTREETTREES N � PRESERVED AND PROTECTED. / \ I - I / / / / / / / _ - I \LOT p; --ALONG DUNNAGAN DR 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED \ // \ -- \�' I / — J �3 i I�, LOT LOT LOT ` BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. J / / /' —\ \ I _ / / I / _ LOTd- iii • 1J0 7 7 LOT L 1 1 1 � 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR / / / \ \ �' / / /' S S / / O LOT LOT LOT I I / �3z OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF / / I / / / \ / I --- CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT / _ /_ L'O% 1z iz8 i 3 u POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING / / -\ - - - - -' /' / _ -1 r _'.M. LOT LOT -LOT ZOT.. I I\6.. 7 ,, _, - --- - --- WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / I / I LOT _ / _ - 1 W LOT !LOT 12z iz3 1z4 ,?S I 131 - - 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED - __----- _ SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT / �' \ �' �- 0�'U I LOT 120 121 CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER / / / \ ' _ - - 0w,i _Alv OR TREE SPECIALIST. / / �\ / __-- LOT O�j - f - - I-. / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND / \ - ` i - LOT LOT 118 f rl _ `� PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT / / - - - - _ _ LOT LOT 116 ��7 l per._ \ - - / - ---- - N ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS / \ / - _ - -, - _ _ - LOOSENED. / / / / - _ LOT LOT ��4 115 u.i \ -- _ A-' - . ,• • r.x x _! _ M 4 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN / / \ / / \ LOT 112 113 -.�'; ' ' / / - C`M Z T MEASURES REMOVED DURING THE FINAL CLEAN-UP. / j ---- \ 1 111 qV / _ -- _ - - _-- -, -- Q Lan 11- OT � Q / M / 1... _ / / / / / / _ / LOT LOT 109 110 1 C) / / /' / / ' ' • /��• LOT LOT 107 S I / / / . ; � \ \ / � / / / // / / � / / . • •. • •: •; .. •' . :• . . :• . .•y .-.. ; .1'. • r�-z � ,- _ ... � �i\ LOT LO-mot\ .- SSWIM • •M • ITY ' C I I I / • _ x i < g L �/ / // // ;.;.•; ,. J -..Y o _x pC'�IeRO x - 21 UAP STREET TREES I LOT : LOT I /• LL I I LU ALONG RAMBLING BROOK LN ', LOT .,', 8 83 LOT L. / / /' / :,.• •:.• r 1 I , LOT 85- Ji+ OPEN SPACE: 82 J / / > - \ - - -- - — / .••.•;.';.•;.r�:�.•' •' i - \ �i -� - 1 'I LOT I 86 `•/ iG' � Q LOT I'i 8 - °I I J --/ �. ) I U) / \ / / : . • .., , \ \ LOT l � J _ J I - — I —I - Q / � S LOT 88 I • .• .• .' •' - .• -� •� ,.. 1, '.:: ..:..:.. '.. .::�; M N`� W / / /.• . ,.• (3o)ASLSTREETTREES LOT 11 8 k %: - r ALONG RAMBLING BR < LO 90- / O l' . • . ./- . .. • `. •' \ 0 GRAM G 00 LNI T-73z LU y p l�• ' T 1 \ N /O92 . �y • LOT \ J \ - / Uj L93T / / Q :•'. y•. �•.•..• _ 101 - LOT ✓ / \ Oo \ \ Q 1 \ y . • . OPEN SPACE 1 \ — / OO \I \ _ �O V O • . \ `', / 1 t y - a • •�' � (1.12AC) ;. ..::.::.�� � I _.-; 1 t C!'''_ 1 LOT SWM / x 96 _ / / F O 0 0 / LOT \ — /: o` OO -0 Z FACILITY B y. f;,. / 00 — LOT \ / — 0� 9 I / — I. '.• 1.;.;.lid \ — — _1 — \ LOT �, %•'.'i •. �::� / off/ ! — I ��� oUj 1 \'. ; ` - �. \ = / / �.. •'. .', \ F'. •':%••'.%' PROPOSED TREE / — _`PROTECTION •i�• •.. .• . .• . • .•.•' •'.:r : � .•';-' �\ � .�.� ✓' FENCING cn W J LOT •.Ul _ / / :\:•••;.•;. L•.' / / _ooYRFLOODPLAIN-- - _I� �Z_W J LL --- �••. r- j I / / / i — — J w/ / � o — \ - AA,o o / / U \ - - i - - 0 to / W r / o \ W / _ L •'�� / •�%:• ! �. � may.•; '.fl•;• :�': //:. C /.. /:� � Z LU \ \ / / / y \ \ / BOOS ✓.•'. / /: � ' - _ Oo / --�. •' •• / - LANDSCAPING NOTES: \ _ _ - / - _ ✓; •'.`•' / y / !' OO 00 / �••. • / 1. 1 LARGE STREET TREE PROVIDED FOR EVERY 5o' OF STREET FRONTAGE. \ \ ✓ S �/ / i o o Oo 0 / - 2. STREET TREES SHALL BE LOCATED 10' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. v � , ; \ �j • Tom. o 00 0 I � - _ Q .� STREET TREES SHALL BE LOCATED 10' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY °� W o caldo O i FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 6'. STREET TREES MAY BE PLANTED ON TOP OF _ \ \ \ •. •': - / i / / / \ / / 0PROPOSED LIMITS OF � o °O \4 ) / DRAINAGE PIPES INSTALLED AT A DEPTH OF U OR GREATER. � TREE CLEARING (TYPL) I Qo I j ( LIMITS OF STREAM ` STREET SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING J .) \ 3 BUFFER (TYP.) OO OO / OOo /! oO QO v I I ! \ \ OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE Q ° O 0 °0 - OVERALL HEALTH OF THE PLANT. 4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES - - /// SHALL BE MAINTAINED BETWEEN 2'AND 'ABOVE ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES O ` AND ACCOMMODATE PEDESTRIANS. ® N B- / \ /- / \' \ / ®0000 / / -/ / / \ / / / \ 5. TOTAL STREET FRONTAGE = 5,541' 00� ® © REQUIRED STREET TREES: 212 (1TREE PER EVERY 5o' OF STREET FRONTAGE) �\ PROPOSED STREET TREES: too - ' STREET FRONTAGE ALONG RAMBLING BROOK LANE:3,o85' /- — - „' � / � � ' / REQUIRED STREET TREES: 62 \ ' J ! PROPOSED STREET TREES: 51 / STREET FRONTAGE ALONG LITCHFORD ROAD: 250' ROPERTY LINE- / - - \ \ / I - - REQUIRED STREET TREES: 5 O / I / % PROPOSED STREET TREES: 5 it _ /i- - - / _ STREET FRONTAGE ALONG LEXI LANE: 574' O_ Ln \�\SCOOO,OOOOOOOO \ /.. — /�/ y/_ �1��'� / ` / / �@' REQUIRED STREET TREES: 12 JOB NO. 00 00 Oo o O \ \ \ \ c �v D zo ao 0 Ho / — — — Bo 0 / O/ \ OO'®O�ao (0-�OOo0co)Do0-070�p°OOOO � �` Z?O�OOOOOOOOOOD(a) 0 00 \ \ \ _\ 'O— \ \ \\ \ \ \ 00 0o OOO°0 \ ( IN FEET S —�S \\� \ -� \\\ �OOOOOOOOOO QOnO \T inch 40 ft./ _ — — — \\\ --- — — — — — PHASE II PLANT LIST SYM COMMONNAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREETTREES ASL LEGARV'SUGAR MAPLE ACER SA__ CCHARUM'LEGACY' 10-12'HT 195 33 6435 LSR ROTUNDILOBA'AMERICAN SWEETGUM LIQUIDAMBAR STYRACIFLUA 10-12'HT 206 22 4532 UAP PRINCETOWELM ULMUSAMERICANATRINCETON' 10-12'HT 397 45 17865 TOTALCANOPY: 28932 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 IN REQUIRED STREET TREES: 26 PROPOSED STREET TREES: 26 �5