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HomeMy WebLinkAboutSUB201900158 Plan - Revision 2020-03-17GENERAL NOTES OWNER: SPRING HILL LAND DEVELOPMENT LLC 2635 S. BENNINGTON ROAD CHAROTTESVILLE, VA 22901 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.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL AREA: 12.63 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENS/ TY: ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF OPEN SPACE.• PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 2.83 ACRES (229) PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED: COMMUNITY PARK: 0.94 ACRES POCKET PARK #2: 0.10 ACRES POCKET PARK #1: 0.76 ACRES POCKET PARK #4: 0.18 ACRES POCKET PARK #2: 0.83 ACRES POCKET PARK #5: 0.12 ACRES TOTAL PARK AREA PROVIDED: 2.93 ACRES IN ADDITION, 0.72 ACRES OF OPEN SPACE IS PROVIDED FOR ADDITIONAL SCREENING AND BUFFERING ALONG AVON STREET EXTENDED AND THE PERIMETER NORTHERN PROPERTY LINE. TOTAL OPEN SPACE PROVIDED: 3.65 ACRES (28.9% OPEN SPACE) 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 L 0 T OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDENTIAL HEIGHTS(MAX.): BLOCK A: MAXIMUM HEIGHT 50 FEET (i 4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F.• MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) SETBACKS: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' - MIN. (10' BUILDING SEPARATION) & 10' CORNER LOT SETBACK REAR: 15' MINIMUM (NOTE: BLOCK C TO HAVE A MIN. REAR YARD SETBACK OF 32) SUBDIVISION STREETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY: THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING SUR VEYED FOR UPDA TED TOP 0GRAPH Y FOR THE FINAL SI TE PLAN. INFORMA TION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES. (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 2 PHASES. THE RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN 1 OR 2 PHASES AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN A SEPARATE PHASE. BUILDING SITES: PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWA TER MANAGEMENT: AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS. ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILI TY. 64 SPRING HILL VILLAGE FINAL ROAD PLAN =° SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA r l --- j r - - I I I 1 - III I I li II I j� I _ % y 0 /- - LANSSSCAPED r\, ,'6UFFERAREA - OPEN SPACE A (0.72 ACRES) li I I I I I I ' LOT LOT LOT3 �� 31T 30 29 / BLOCK E 4 1.24-ACRES ^• ••,. LOT 3 35 ,\ �' '�' • LOT L . LOT - -- POCK K#5 I LOT LOT 38 � _gMEfil CE i LOT 41 40 39 \ ( 12 2a L I, LOT r F I `.- LOT - BLOCK C I L 3.37 ACRES ,i.. ..` IL 266 POCKET PARK T -- - LOT - - -- \ AMENITY SPACED 25 _ 43' 4>-\ - (0.10 ACRES) LOT LOT ''I� za L I as LOT I Lor 4 23 I \ 5 I \ •� / i LOT ---- OT ` OT OT / 46 I I `• `' %, I 47 43 49 I \ LOT r BLOCK G �• L _ 1.45 ACRES •��.� �, I I \ LOT POCKET PARK #2 % ; 21 I L T AMENITY SPACE -.. -. - L ,-- - I \ _ __ --- - - ----1 �JI _�- IL (0.83 ACRE5)- - __ - - _. - - - - �(�� L� 20 OT r L -� ; l r �, 11 I OT 53 OT 52 LOT 51 LOT 50 i 1 19 -_ OT54 LOT 5 LOT 55 r I LOT LOT 57 '1 17 OT 5 I I L 1 1111111" l ••LOT OTOT 5 fiO LOT I LOT 16 L IV sa I .� � y = -- - -- - - LOT 63 \ '/ LOT • /I �•�r`' ICI •'� � !" �' � r� 1 � ,\ 1OT4 - LOT •\\`� \ LOT LOT 8T L 13 LOT - -------------.------- 64 LOT s0 2 B179 I L / - I a LOT 7 b )-------- 66 •\ ,�-----------------` LOT .. Y �i I. LOT F 4 LOT 77 ••�� / LOT 30 I L h 'I I 66 l 76 - 1 I LOT 9 _ ` I __ , /.. .•�• •�� LOT r - If I BLOCK D 8 I OT � I -- ---- 4.47 ACRES I. COMMUNITY PARK LOT 75T j AMENITY SPACE: (0.94 ACRES) _ LOT 68 ,; t --------I LOT I 4 -- I. LOT 5 F I LOT 69 I I I OT L r `II 3 I 7 4 LOT I OT L i \ 70T 1 I ,I � F9 j 3 r O LT � I _ a __ L OT 71 I r 72 I LOT / 1 r I L I I . -- I I _ I- - - - - - - - - - I -_ CLOT LOT LOT ' I I CLOT LOT r LOT L LOT I I LOT LOT LOT 'CLOT I ICI LOT LOT LOT LOT I I LOT 98 LOi r / i14 55 86 87 36 39 I 90 91 92 93 94 i i g5 96 97 gy 100 ; BLOCK A - I � r � r ; I:� I I � � -. I I 0.58 ACRES I r I `- ^^.-POCK ET PARK #1 AMENITY SPACE _ (0.76 ACRES) I I - - - - -_ - - SCOTTSVILLE ROAD I I III II ! I I \\\ I III I / I I I I II I RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. IMPERVIOUS AREAS: ROADS 2.03 cc. SIDEWALKS 0.86 cc. BUILDINGS 2.66 cc. DRI VEWA YS 0. 75 cc. TOTAL 6.30 AC (50% IMPERVIOUS AREA) PROPOSED USES: L 0 TS: 2.84 ac. -22.5% ROADS (R/W): 3.21 cc. -25. 4% OPEN SPACE. 3. 65 cc. -28. 9% RECREA TION AREA: 2.95 cc. -25. 2% (127, 625 sf) OFFSITE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS SHALL BE IDENTIFIED w/ THE FINAL SI TE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY. PROJECT SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 SITE PLAN 5 RT 20 ROAD IMPROVEMENTS 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 ROAD & WATERLINE PROFILES 16 ROAD & WATERLINE PROFILES 17 ROAD PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 ROUTE 20 CROSS -SECTIONS 24 ROUTE 20 CROSS -SECTIONS 25 SIGHT DISTANCE PROFILES 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 28 LANDSCAPING PLAN 29 LANDSCAPING PLAN 29 TOTAL NUMBER OF SHEETS ROADS LEGEND i EXISTING CULVERT ....... EARTH DITCH CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. �f BENCH MARK CURB '^� CURB & GUTTER - - - - - CLEARING LIMITS PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DI TCH g" DEPTH OF EC-2 DITCH zoo EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. 9"SCOD7 R. C LLINS � Ci Lic. 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SNOW - - Lu ' TMP 90-28 D.B. 702 P. 792 TMP 90-27C I� SPRING HILL LAND r ER, JAMES T. p6s DEVELOPMENT LLC D.B.'657 P. 234 PLAT MINT — OR LISA A.- - " - D.B. 4571 P. 421 Cl? D.B. 1149 P. 133 - D.B. 205 P. 22 PLAT D.B. 629 P. 616 PLAT i - - o H.W.P.B.1 P. 35 PLAT / CIO - - D.B. 554 P. 441 PLAT ; ' o H.W.P.B.4 P 146 PLAT --- -- - ' — � yFnYD IVBE �r�ihT.ON- ' z EXISTING MOBILE ;' ///� -- --;z HOME TO BE _ I ' TMP 90-276 N REMOVED /.' C z'I STEVEN W. AND BETTY --- ' C. JOHNSON / N D.B. 1026 P. 715 Z N -/ D.B. 629 P. 616 PLAT mobile -- - - - -- - home _--- - -- --- - ____-_- / EXISTING m EXISTING OVERHEAD - __------ I EXISTING SHEDS POWERLINE AND POLES L _ _ - / TO BE REMOVED TO BE REMOVED RO P 90, LLC D.B. 4719 P. 402 D.B. 4473 P. 48 PLAT D.B. 440 P. 198 PLAT -- EXISTING GRAVEL V ' 0 9.5'x8.4' 13.8'x15.5` N / DRIVEWAY TO BE _ - p , _ Metal Metal - -, Tod. . oss-- shed shed REMOVED V' Fnd t.3T gravel I � \ — N E 540 o` Line //'�/ ` A --- - Pole Pole PO I I I N - - _ TA/I P 960-�Z 1 A , - - - EDDVE'LE AND 1 Story I MINNI- LE BESTI Rama &Rock -- LIF S ATE #ms "9°1C'FEXISTING STRUCTURE o D.B 28 P. 453 ned TO BE REMOVED I I 20 .264 - I T � TMP 90-27 / I rEXISTING STRUCTURE O" _ I EI 26 I LOT 1A �\ STEVEN LFViftIE-TO BE REMOVED ��� � ROGER SCHICKEDANTZ � I � SHAWNN,A PLEDGE D.B. 1244 P. 461 r �� r I D.B. O.B.1i2197 P. 388 rt / 629 P. 616 PLAT D.B. 1 58 P. 588, 590 PLA _- D.B. 530 P. 164 PLAT NOTE: EXISTING OVERHEAD LINES TO BE EXISTING STAIRS TO RELOCATED UNDERGROUND AND THE BE REMOVED ASSOCIATED POLES WILL BE REMOVED �- EXISTING MANAGED ' I s SLOPES(TYP.) GRAPHIC SCALE v0 I. sO EXISTING PAINT °�° v _ _ _ V EXISTING LIMITS OF PAVEMENT - - - - - - - EXISTING DRAINAGE MON. - ASPHA ti s5o GRAVEL --- o _ __ EXISTING EDGE OF REPLACEMENT/ ROADSIDE DITCH LINES TO BE / so 0 2s so ioo 200 DRIVE a2ELM45 STRUCTURE TO BE PAVEMENT 558.65 4aELM5 I ' � REMOVED Apraxirr t REMOVED WITH PAVEMENT OVERLAY EXISTING DRAINAGE 1 -- _ 55s.za I DRIVE ym s va Public D B 22eP.Vllnt. TMURNLANE FOR LANE OUTHBOUND STRUCTURE TO BE p/p Comm ui & ROUSEOTTES IL 'E GI - _ - OHE OHTV BENCH MARK IS REMOV SIRIN INV IN ± DEB - Tv. ` - - - P FUL91 L OF DEBRIS - - - - - - - - - - - - ROVEMENTS \ � IFS � - F�, . ----- - --- - _._-.- --- -- - - - - --- -- - -- - - - - - - - --- --- - - --- - -- --- --- _ Fiber i - - - - 15" CMP -- OHE OHTv-- - 2hone__ _ - - - - - - - - - - P ET fF- � - - — - -----340 -------- -- ---_-- 1 inch 5 ft _ PoIF ------------ -- - -- --- - --- - - --- - - - _ --- --- °- Etc.&P of _ < E 1STATION 4 2334.683 EXISTING CURBING - - — Pole' - r' - - Fib optic N E _53. 8 b wz -- ------ --- �+E-- -- - -- Poe li ELEVATION 5 7 T± - - - - 5se.oa ----- - --------- ----- - ------ ---- - --- -- FPhone ----- TO BE REMOVED LU _.I - -- -- --- --------------- __ - - E/ E i-r t't' o S33`54'37"W 318 98 -�3 ale �° €�mP EXISTING DRAINAGE m W - - - - - S33 d'20"W 246 3 i _ — oHE - °� -- -,'-- 6 TOHroHn�-- '-- - ---- STRUCTURE TO BE W - l T : -f :. -_ _ LA SIGN - 1 z FULL ,I - - -- - - ,� - _ REMOVED L- _ _ - J - DEBRIS r. -- - - - oli - 530 - - 1 ---- _ - ❑o MAILBOX * - - - - - _ - - _ 1g REP- - - - _ .c� ----- ------ � -- `- k , � ;.._: � -r , - , t- -_ � _ �� `t.. r- _ � _ } � INS IN - � � - - I- i Az \ — -- - - - - - I 522.5 rZ P D - - -- - - _ INV I N o om ti - - ---- — -- \ -- - _ - -t , F '. _ - - - _ - - LU Q W . t r,l, :lr. ----__Hry oG 552. 7 MAILBOX a o ❑ N _--- - a,.: - ❑ --- _ - - -- ---- - -- / _ p� SIG TOPO(LOVVPOfNT)-- MAILBOX ❑ --- - VOUTt5¢365 FCC-�_-__ �� MAILB X' - - -- - t i _ 4. _ - LLOFD,EBRIS mm __ oHr� oH� G_ .,/---------- _ --_ _- - _ - - - - - -- -11 INV OUT55 9 r -7 _ oN��1 l fV __---- ❑ _ _ s3o----- ❑ - =- oHeoHroHry �7 > - -/ _--- -- MAILBOX - - - - MAILBOX FULL OF DE RfS TIMBER �� �� �� oHroHry -u� - - - - � - _ � WALL ° -- -- � � - - ,-- - - sso - - - - ' --� OHT OHTV - - - - -- - - _ - - - F ° -- - 3t oHroHry - /� Pole, _ _ - - MAILBOX ----- _ - - - - - - - - - - - ole � Phane ----- a° 527 0 'l I'C r -- - ------ - _ i — - - I -- --- --- - -- =_ -- -- - -- �-_� _ `i � o ° m r� o �\ PF I VDH. ~Aproximate }---- --4 ..�,, -(520 �- � TI/IP 90 21E ----- _ I, 1 MON. Vc Public Service Esmt Aprox. 10' VEPCO Esmt. VDH-------___ _ _ -- - __ - =r -- -- EDDIE LEE AND EXISTING nv -- � - D.B.462 P.116 MON- EXISTING DRAINAGE I I m I F t o DB PE05 �� \ DB288 P80 -�__ ----- ----- ---- - -- _ - NtE LEE BEST NORTHBOUND LANE _ - _ _ t J LIFE €TAE I TMP 9O- 1 D o�' T _ I g \ LIMITS OF PAVEMENT ' STRUCTURES AND ��_ ERRY LEE AND I �D I I P NB HENRY TMP 90-21 a TO REMAIN \ TMP 90-21H f - D.B. 325 P. 367 PLAT �° STDE NRY I WILBUP. R. AND E' M. TMP 90-21 H REPLACEMENT FOR CULVERTS TO BE D.B. 3716 P. 243 I --- - I B�RAH�BEST o @ 2$16 P 2'87 I N TMP 90-19 \ DOROTHY B. HUNT Z� \ ? avgi \ NEW DRAINAGE PIPE REMOVED DOROTHY B. HUNT Io o - 519.73 - _ _ _ - - _ - - - - - - - _- D BI 325 P. 367 PI I D.B. 338 P. 6, 37 PLAT D.B. SHIFFLETT I I rQ q1� ' I CROSSING Q \ \ �o _ -5zo- _ _ D B. 3767 P. 332 i i JULIAN P. BATTEN, JR D.B. 3289 P. 68, 71 PLAT D.B. 3289 P. 68, 71 PLAT \ '�__ - _ _ _ _SIGN' _ I1934 P. 718,' P AT D.B. 1717 P. 31 � _ - ---- -- o I \ D.B. 13350 P7226, 227 PLAT D.B. 13D50 P. 226, 227 PLAT Who" 1\ \ D.B. 1350 P. 226, 227 PLAT o- \\ - ---- �--"' - - J J_ Ifffffffffffffffffff■ w z Z LL- Lu 2 WU Q � w = — w v z H� J w � JQ V C) N V) z O 0 z O v '' 0 z_ X Lu I- Lu O W Of JOB NO. 182157 SCALE 11' _ 501 SHEET NO. 2 LOT NUMBER LOT AREA SF BUILDABLE AREA SF LOT UMBER LOT AREA SF BUILDABLE AREA (SF) 1 2,864 1,518 51 1,824 1,388 2 2,006 1,263 52 1,797 1,358 3 1,571 978 53 2,128 1,310 4 1,552 960 54 4,300 3,028 5 2,700 1,366 55 3,326 2,686 6 2,654 1,321 56 4,060 2,840 7 1,853 1,113 57 4,091 21871 8 1,465 873 58 3,355 2,714 9 1,450 858 59 4,217 2,992 10 2,459 1,182 60 4,228 3,009 11 2,436 1,159 61 3,393 2,753 12 1,773 1,033 62 3,447 21806 13 1,421 836 63 5,218 3,745 14 1,422 830 64 4,710 3,424 15 2,749 1,094 65 3,654 3,016 16 2,846 1,134 66 3,380 2,737 17 1,770 1,030 67 3,854 2,688 18 1,416 824 1 68 3,841 2,676 19 1,770 1,030 69 3, 241 2,600 20 11416 824 70 3,245 2,605 21 1,770 1,030 71 4,308 3,026 22 2,301 1,081 72 4,582 2,970 23 2,301 1,081 73 3,383 2,743 24 1,770 1,030 74 3,364 2,724 25 1,416 824 75 4,376 3,169 26 1,416 824 76 4,458 3,389 27 1,770 1,030 77 3,732 3,090 28 3,728 1,823 78 3, 627 21984 29 2,210 1,342 79 4,084 3,012 30 1,792 1,351 1 80 4,016 2,874 31 1,798 1,357 81 3,384 2,742 32 1,852 1,409 82 3,377 2,736 33 2,947 1,828 83 4,665 3,002 34 3,082 1,874 84 2,156 1,312 35 1,764 1,323 85 1,281 961 36 1,715 1,274 86 1,282 962 37 1,713 1,272 87 1,605 1,204 38 2,854 1,902 88 2,176 1,303 39 3,001 2,042 89 2,170 1,328 40 1,841 1,396 90 1,609 1,209 41 1,790 1,350 91 1,288 968 42 2,251 1,59 92 1,288 968 43 2,508 1,601 1 93 1,612 1,212 44 1,875 1,434 94 2,178 1,334 45 1,848 1,408 95 2,182 1,337 46 1,869 1,428 96 1,618 1,217 47 2,474 1,573 97 1,296 974 48 2,383 1,494 1 1 98 1 1,297 975 49 1,798 1,358 99 1,623 1,226 50 1.805 1.365 100 2.117 1.325 ASPHALT DETAIL ON S o 2 -- MAINTENANCE EASEMENT 2 1 - - G HIC S " SEEA 5 SHEET 2 _ _-- ^I. ` °�. � I 66 I RAP CAL,E --- _ i m 1 Cfl LOT LOT LOT ,I LOT 30 0 ,5 30 60 z0 ;1� �� - 0018 < / ` -- �ii it 1 O PROPOSED 6, . PROPOSED SEGMENTED RETAINING WALL,<` �p -LOT OT ill LOT II 53 _ li 52 5 - 5 PLANTING STRIP \ o oil 66' �a . o NI LOT I o w/ HANDRAILS - SEE GRADING SHEETS FOR ,` ` LOT 0 55 5 II 00 I' 1 o o FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 33 �� �`� 56 °ol I M CHL E -SEE HE T 4 ���' ` �` �, 1 N + ( IN FEET) SGOTT R. LLINS, 7 ��II i I Il III I��� °II ] m O 5 _ SPEED LIMIT SIGN- `� I 1 inch 30 ft. i U Lic. No. 035791 1 a <_ • '--- - �� �� �� ��� I III III _ I �< NO PARKING �I < t < ` 3� �' I co I I 0 I I - I _ _ - - I 6 `� <` .< .PROPOSE.D ` < ,< ` <� < < 5�� ,�� I --- i SIGN (TYP) �i LOT _ PROPOSED GUARDRAIL "��� 02/18/20� ` < � � LOT ,� I I tOPEN SPACE ,` <` <` << .` LOT 59 I '_-- STREET PT: 15+20.45 16 N NA I` '�-�� I pN _ CK I 70 L cA , - ` \ 60. P) STOP , t (1e� /�C).. 22' 22 SIGN TYP. � Y i ( ) o W _ 1 �` <` << • .. LOT -o��� s? -� ; - 22 *�» , 4.5 4 ti rn 61 �� - - ' o. PROPOSED PG 1 + 66 �I� + 1 +oo 1 + �o "' TRANSITION FROM CG 6 CURB 15+50 16+o0 5 49•-H----.� + ^ - ' CG-6 (TYP) ---- - - - - - -� TO ROLL -FACE CURBING I° . ,' �\` o- 15+pO _ - _-� SS�ET LOT 2 _��1 - 512'R PROPOSED STOP BAR (TYP.) - 3. + o cn �� 1 +50 �( -- - ..1� 5 SIGN (TYP) z \, 4 - z 62 10 z / o- �� QY��', UBLICST E �S h� , w L < • o0 tikOo PROPOSED 4 ° , 1 - ` LOT � _ --r i u 63/ s __-- - LOT z A4' '�1 ° 29------ 18 ai PROPOSED I < t yQ x50 22 _ - TYP. r 5 1 o CG-2 (TYP) w rq PT:16+00.59 6�, + cn cn o 1 , - - STOP SIGN (TYP.) LOT �' + I- o 4, - 2 �i PC: 14 03.70 z z Q cl w Lu < < \ PROPOSED 6 --- PROPOSED I E/p E/p I 1L+ L zo w z F= PROPOSED 6' _/ PLANTING STRIP _ _ PROPOSED 30' PRIVATE Z Q � � O < < < - �� - LG-12 (TYP.) r i LOT 66� STREET EASEMENT a 0 0 j _ STRIP / -PLANTING--- 3� i �� - - I 95, � • II 11 p �11 o I 2 i I I `�° 0 1 •` ri 11 X ° /� 13 r m � Q � v7 m � I ''� ;� o �� �� � 1 11 li 11 � � in . I F/CtF/C I - - } - - - - - - �,, ,I �\ �� LOT III LOT 66 w LOT-- ��' \ ;� LOT LOT 82 I 83 i ''1 o N LOT o J �..� �_ ¢ a o A $O o L] 0 w �,, /' Zn N � . NO PARI<ING� 12 0 z w w w 64 LOT 81 SIGN (TYP) - PROPOSED SEGMENTED RETAINING WALLS < BOA �� ��_ --- -- r w > > Q 79 66 I w/ HANDRAILS - SEE GRADING SHEETS FOR ° w w 107 �Y _ FINAL WALL HEIGHTS AND DIMENSION (TYP.) °C - I N LOT I b . � �----------� •NO PALu RT ING S� m I o� = LOT _o---------- SIGN (TYP) i 11 oo PT: 14+ 1.31 Q LOT x`n �� / o�, $ r�--------- 42'- -- -- -- ---- o 7 2' 32 _ _ k < < i°p -- 66'-- - TRANSITION FROM ROLL -FACE - 3 - - bo 3 -� - - - CURBING T CURB AT I CU G O CG 6 CU I I w ii I u 5 SIDE SETBACK I � / 1 --------------- DRAINAGE INLET IN THIS LOCATION -- -�_ � • ,' � � � �, LOT � -'<<., < <., .<<'., <, `<` <`.,.<k`, . I � ;Q �I � _ I m - R. C� y; �.-` k` r .� cn o0 o LOT o (6' MIN. TRANSITION LENGTH) can 1o5, 77 Q,P _ -- u + I� N o - w I �� __ - - -- _ - TMP 90 35 PROPOSED 6' / .. - 10 u, I N I ,I , � `..'� DUANE E. AND ROWENA M. SNOW LOT - O < PLANTING TRIP � G S °� < LOT P M I � I I � I I < . � N PARKING D.B.7 2 P. 7 2 -- a O G D. 0 9 I I 66 PROPOSED - z•�k t< : _ LOT 68 _ _ ]6 ' < -, - - Ni SIGN (TYP) D.B. 657 P. 234 PLAT SWMFACILITY`,< 98 I _ i PROPOSED i - r �I - PROPOSED GUARDRAIL -- 5 '.` ,` ` < t. < ` < , < , < .. PROPOSED 5,. im T I_ I II LOT ry CONCRETE SIDEWALK S S/ ?.t'� \ < l �k ' j - 8 L- _ rn O1 0 00 I I O�c '3 11 CONCRETE SIDEWALK . < 4p o I oN 6] -- rn SFTe �Q) i of 70� u o� Q � °° m I o1 q ^ NI LOT o L o o NI CK m N + ROLL FACE CURBING PC. 11+64.57 11' - PROPOSED SEGMENTED RETAINING WALL. < < O Lr, I_ --- H - 1 - - 7 I FOR DRIVEWAY ACCESS - I - k w HANDRAIL SEE GRADING SHEETS. R b _ S S G GS S O < R I° r-i -I- ---I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) PLANTOING STRIP ai--___--- -- I--- ----- I � I ,< .,< <.<< .t < ` < <, _ ., << k . III i i 7 -- - -- 1 ------ 97------------- q I -- i - << < < t` ` < . < < < . ,° <` < r <' LOT w PROPOSED ` e 1 I - - I il i �I LOT ! i M ` < .< ` ` < < .` ` < t . t ,k ` ` �yi i .I 6 m. CG-2 (TYP) - _- I i 6� i 2�, I J, - � -�.' ,` <<< . � , << . 4< , t` t < L, e e` < , << y. < `�/> o� _- --- ------------- TRANSITION FROM ROLL -FACE I I i i PRbPOSED = oI rv° 001 1 0 CURBING TO CG-6 CURB AT I` TMP 90-27B -I - F/C F/C Z +I Nu o I Q- � �Y1 DRAINAGE INLET IN THIS LOCATION �' J I < . Q G S OPEN SPA . ° STEVEN W. AND BETTY C. JOHNSON I I I - =_____ __ N LOT I I I°<..< `.<. ``.<<<`<.., `<.<```., ``t.. �CE..k`.<,L ��..4 <<<.<<<. �� �I 1Q LOT � r.co + D.B. 1026 P. 715 - II 97 - - 49' N I` ` . < . ,` ` ° < <e ; ` ° < ,` ` ` < O.0 i L I N (6' MIN. TRANSITION LENGTH) co o ( 94 D.B. 629 P. 616 PLAT I M I II I R/W R W z,. 0 r O F� 5 ~ -- O it LOT m i I , < ` , NOTE: SPEED LIMIT SIGNS WILL BE c�„ , k II Il - CV 6 w n, o° - - --- __ - 3.00' - ---f I<` .` ' REQUIRED TO BE INSTALLED UPON ;, ' 7� ip0 74 9 - REVIEW DURING CONSTRUCTION PROPOSED SIGHT rl� LOT I Z I- < <` ,` <` < < <� �` t` . DISTANCE EASEMENT JIB` r ` I(TYP. z N BY VDOT TRAFFIC ENGINEERING 4 17 ri -- --- O ° e it 97' --- I LOT + 1 PC:18+33.45 E/ -E/PI u`' -- N PROPOSED 75 CV 4rl i �`k CG-6(TYP)<` o Ni- O I I r. 7 < 3 e < I + I I < 7p1 I LOT it I ` < < PROPOSED LOCATION OF IVIAILBOX KIOSK � < < < � < < < t e �,�� < + I _ - 3 � _ _ I o O Ln I m �il ]O ,m I - - ---===-101' - .` .` " ` k .<< t` t` FOR CENTRAL MAILBOX LOCATION r < < <` �` < , t` < , ; < r ` `, < i 76� N - -1 - It` NO PARKING o LOT - --- --- - --- --- - --- - -- - - JI_ i_ - - iMI.<<<< k< <` I 2 ' NSTREET PROPOSED SIGN (TYP) NJ YP. oSIGN TYP CG TLOT97 79, + o�P STREESTOP -72 LOT SIGN (TYP.) CG 6 (TYP) SIGN (TYP) LOT ,� CV 1 80 - J I u� I II =_- -- --------- - F m N TRANSITION FROM CG-6 CURB J it 1 PROPOSED L NO PAR SPEED LIMIT SIGN P m o 7 a PARKING o ---_ _ _ TO ROLL FACE CURBING M d0IRl - ---- ----- (TYP.) �� o--- 7�- SIGN (TYP) / + + PT14+82.50 �5 - - - o i --- ------ CG-12 TYP. ,<� $ / L--------- ----- �, { 1 f o. == =- z_ / 9 / sroP fOP<OSE©�1 < e z H i �� P` z �T---------- 16 _ u . t 7 ,- ----- -- --------- _ CLI TYP) �oee a .,�e SIGN (TYP.). <�5PAC 'O.O2 A- 4 `� w H� Q PROPOSED VDOT STD. BARRICADE I I _ SIGHT-DISTANCE=z- ----- - _ s'Q a - ti SPEED LIMIT SIGN �- J 10+00 10+5° 011+00 - a 11+5° 12+00 12+50 80 13+00 - - - - - - - - -13+50 _ _ _ _ _ 14+001 14+50 0- 0 1 w - w -� , 3 001R,1 15+00 15+50 ,� BERWYN LANE N STOP -� 600 R N a - - PROPOSED GUARDRAIL w o -N w N w SIGN (TYP.) o f r PROPOSED VAR. WIDTH PRIVATE STREET 0 I 3 w Q �o o pT ya SIGN (TYP) = O _2J -- 16- 16- 20 20 - 27 - 2Z--- 16 - 16' --20'__-- 27 - -- 27--- - 20 -16 - 16 20 - 27-- °i STREET H (� PROPOSED 5' I I ETBAC I PROPOSED 3.31 z6' i <` 16 I 13 NO PARKING i " SIGN (TYP) oo Q I CG-12 TYP. (TYP.) I (TYP.) IQ (TYP.) (TYP.) SIGN (TYP) /` CONCRETE SIDEWALK (TYP.) < � J pC LU H-q L_ - L J L -1- - .i -1L -1vwi J �� < ,��� 60Lu li 1 LOT 00 LOT LOT LOT ��� LOT LOT LOT LOT �` .` LOT LOT LOT LOT �Q� PROPOSED 1 < < LOT LOT LOT LOT LOT 1 < I o „ CG-12 (TYP.) 84 85 86 $ 88 89 I 90 91 92 94 . 96 97 9g 100 i 36' �,° ii j t` <` �` EXTEND CG-6 CURB THROUGH uJ TMP 90 27 I < , 7 93 95 99 .. INTERSECTION AND TIE-)N W LOT 1A i< ` ` `�` .� . ` ` ; �`�GF� i�---,_PROPOSED SIGHT Ili ` WITH EXISTING PAVEMT i i DISTANCE EA EMENT - - - EASEMENT � I I I � - ROGER SCHICKEDANTZ < . <I k ` .. < i i i` <-r` .i i i i < < , I � �---- - -- < < ��AR SET CK--- �i . < ry � D.B. 1244 P. 461--------- --r-----�---. -I-----r---- ----7 61 PROPOSED 5' D.B. 629 P. 616 PLAT < 27' i ' g6' Zo" z 2 ' a "2 , 2 ` ° -RAW CONCRETE SIDEWALK - 0 7 7 1 16 207 7 c2o 3 1 �- D.B.530P.164PLAT <` k< 4k-`<`<<k`.`k`<k`.``<°e e`.,e<<.k<k -k - k-ek<- t -- eY--<kk--kk ke `i t . , < ! SPEED LIMIT SIGN TIE-IN CG-6 CURB TO EXISTING '- Ikrl _ `PROPOSED ` e <'<` r` ` I CURB - MATCH EXISTING GRADE Lj It tk .<.`.``<`°`t<`<`` OPEN SPACE I PROPOSED PROPO`SED6'- + STREET w 0.6 AC PLANTING STRIP I N SIGN (TYP) PROPOSED ---- ( 5 ) t BENCH MARK IS J Q -SWM FACILITY _ - _<_ _ i CG-6(TYP) PT: 20+ 1 CHARLOTTESVILLE GIS �r __-` - 7 - -i - - - ROUSE-SIRINE ---- -- ` PROPOSED 8' °NOTE: S`EE SHEET FOR DESIGN TPROPOSED STOP BAR (TYP. < 7 �' - - - - - E 5 PROPOSED 6' PROPOSED PROPOSED 8' STATION 105 O CONCRETE SIDEWALK <` OF THE ROUTE 20 IMPROVEMENTS .I N 3882993.340 O - - PROPOSED < . < .. `. < , PLANTING STRIP STOP SIGN (TYP.) 4 CG-12 (TYP.) CONCRETE SIDEWALK \ N - - - _ CG-6 (TYP) E 11482334.683 OlS ELEVATION 527.7± ° 1/ ° - o - . , •° ° --------------------- - --- -- - _ --- --- --- ---------------------------------------------------- -------------- --- _ -- ' ° o ------------ SIGHT DISTANCE=665 _ _ _ N - -- - - -- - - w I- U.S. RT 20 (80') SCOTTSVILLE ROAD (55 M♦PH) --------- -- -- _____ - -- --- -- -- --- - -� O w - _ _ _ _ SIGHT DISTANCE_6_6 ' w HWPB.1 PG.35 - -- - - ~ 5 � V) ' JOB NO. --- _ ----------------- --------------------------------------------- -------------- 182157 MAILBOX MAILB - --- ALE �► / ---------- G� oSIGN --L 30' ---------- C MAILBOX MAILBOX --- SHEET NO. ----------- rfl MAILBOX - - - I - � I i I I I I I I I , I I I I I I I I I i I I I I j \ i -- - \ / ,.' ` •.,, ice` `` li`<, _T— I PROPOSED 10' ASPHALT SHARED USE PATH . t y 9 PROPOSE OS D PROPOSED SEGMENTED RETAINING WALLS �< . OPEN SPACE \` w HANDRAILS -SEE GRADING SHEETS FOR < t I S I i FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) . ,` t` ` �` < < (o.78.AC) . 22' `22' 22'� 28' \io' REA;SETBAC ------------ PLANTING STRIPo% PROPOSED 6' I - LOT I TMP 90-33 ------ LOT LOT I - ' t � <` < < ` � / � � � I III 4�. `` r LOT / \ 9 1 JEANNETTE D. SMITH LOT 0 2 32 31 I� I D.B. 4254, PG.118 // \ (00 !, L / \ I_ 80 180 I1 �LOTI100 III II \ I I I II I I 40 �` LOT v -- --- NO PARKING - i v �� SIGN (TYP) -�I 01 LOT �- � � I I22 22' 9 O 36 2 —�I t ' TLOT 22 \22 5 F y < CONCRETE SIDEWALK ` G N D / PROPOSED 5' ' o�-------L------- - - -- - `\\ _n 12 00 N 1 2+ o R�vE � .-----___I '`---- � `` ALK � I � LOT` �\ 22 �o �� mCl� STOP r �: t ` ` LOT LOT LOT v -� LOT ;; �, �/ k5° o SIGN (TYP.) /A ` 1 55 0 e I I <. et ti + I � � S \ y- � Y __-------- r , 1714 1 39 � , o . R \ PROPOSED NO PARKING . 00 ti �1 1- g N � - I I I I _ I � � � Q� yxo ��p d� p m I In LA : u 1— o C CG-12 (TYP.), �� SIGN (TYP) o� y ^ ��,'�� �1P �� w �� PROPOSED 6' rn, Rc OQ V`�P 7 LOT .F a.A - t . . \ ° \ ,1 PROPOSED 6 h Q Q m ` � // /, � ---_ e-_ •< . PLANTING STRIP I I h � �` \ f. PROPOSED -� `- rn --- -- STRIPj VR °� j 28 �o CG-6 (TYP) - - -- ___ 29'- + 2 -- 221 3 PLANTING�A� �o �y � >- I I ° . PROPOSED ti� \ \ �1� o U - o 6 STOP 1oX2 tia T Q / SIDEWALK 6 66' J °o I CG 6 (TYP) �. ` / �' . /\ _ -SIGN (TYP.)12 NI LOT rq J + ' 20o a - - \\ \ NO PARKING , PROPOSED 5' " 27 N 11+So DAIJP ----g = % CONCRETE SIDEWALK STREET ` �� f'i�N 12+00 PSIGN (TYP) 66' _ SIGN (TYP) �DRIVE -� q �2+So ` r . t` - LOT N ROPOSED VAR. WIDTH PUBLIC N �� 25, ; STREET 26 T UB STREET �- N r ---SIGN (TYP) L ~ r rr ,• S PROPOSED � rr Z3x N • o o,, cG-12 (TYP.) PROPOSED r. \ LOT \ " PROPOSED PAVED TURN LANE q�`�r r' LOT r '��K' 4' a \ OPEN SPACE ` 1 25 - ' ALONG AVON STREET EXTENDED 32` 32' v \ - 01 - 43 -i8; - -- -- 4 1la Qo �. (o C) _ 1 L 66 QI\- Ln .t O , �� 4A � �1 ��� it I a\ PROPOSED 10 ASPHALT f LOT it PROPOSED 6' (TYP.) \ � N �' ' SHARED USE PATH ; .� 1� PROPOSED 6 2Lf w 44 \ X PLANTING STRIP4 o PLANTING STRIP I I I `��� SR o \\ PROPOSED ASPHALT k 4 -- --- NO PARKING yrA \. s 66' Q� EDGE OF PAVEMENT .. < .k < r ,` e` r t , LOT --- \\ boo, \ LOT 11 I e° ' o"� r� �� SIGN (TYP) t?� �' \ t 'P �o < I 1 PRO I - i I `I r I I � � 2 45 II k % � II N 16, POSED X SIDE SETBACK a LOT ` v� I LOT L v� vv 6' I �O, LOT \ ' \ - - ------------ OT 6 m ,r o r < R < 4 I I � , r , N F �rn �F7 II I PROPOSED 5 \ \\� �x ` ` + \✓ ikt <. fie. k, \ 2 �'� FT ^\ < o - I48 ii 49 CONCRETE SIDEWALK \\yam \ oo O LOT `N° r i oil 1;� II \\Q rill o PROPOSED SEGMENTED RETAINING WALL \ \\�� 22 1,. , v� L = 't PROPOSED VAR. WIDTH,':L-- _ w/ HANDRAILS - SEE GRADING SHEETS FOR ,\ 6, SWM EASEMENT ---- ---- i L- INAL WALL \< ' c \F\ LOT 6 �.\6' /PROPOSED 10' ACCESS & ------ - -- - LIH ` ` ` y \a�, 8 F EIGHTS AND DIMENSIONS (TYP.) MAINTENANCE EASEMENT N1 -- -. Q - - ------ -i- PROPOSED SIGHT— \ �` a21 -----------J--- \` - - k t � PRCQPOS-ED \ . \ 3g' I 32, DISTANCE EASEMENT ` \- i 32 \ 39 \\ �I LOT 6660 SWM FACILITY k4 '\� \ k01 \ ` ,�` - um 20 �, 22 -- F,Q o- + —22 — s\--- �P\\ � - - N 66 ,i 33 \ ACK' ,\ a \\ _ LOT n o 36'SETB a \\\ oll I , } N I 1 19 f- I I - - PROPOSED 1o' ACCESS & - L PROPOSED ASPHALT PATHWAY 2 _-- � 5 � 2 --- I 'i � ' MAINTENANCE EASEMENT- ° 2 - _ - - -, L 66 �kXt e e L0 - LO SEE ASPHALT DETAIL ON SHEET 1 — 2 LOT ill LOT lii T - � �,v �w�vi I 18 2 \ T 5 PROPOSED 6', \ o\r _ PROPOSED SEGMENTED RETAINING WALL,` . ,` ` �p ^\ LOT OT 'il it 53- i 52� I 51 _ II O PLANTING STRIP \\ \ 11 °o of 66' w HANDRAILS - SEE GRADING SHEETS FOR ` \ �� 54 - 00 1' a° �' III nv , - v + NI LOT O o FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) ` 33v --'" �� LOT 56 �� �� �i II 55 �+ ATC'�' LINE A - SE S " EET 3'ii °D 1I� �� �lil I 1 N ° 57 �� ii �:I �I I il� �I a�I l 7 , �nll1 t v - SPEED 6LIM1�51_GN- ,_ � vv �v I � i oa I � li ` `NO PARKING v�o yl I \ I PROPOSED \ 3 \ LOT 58 --- =-- I SIGN (TYP) LOT ` OPENSPACELOT \ -� \ - �1 I N 59 c =` �� - �, i CK STREET` PT: 15+20.45 `v 16 60 ONT__� -- - --- - d' _ SIGN TYP < (1.o AC \ �� �,_ ___ _ 22 2g ( ) v STOP - 1 Ll �\\ �_ 22, 22 SIGN (TYP.) --- - \ o ' LOT o -0 4 61�� \ �`- �! Ln PROPOSED �5+ 0 16+oo PC:15+49.66 \I�� �n ---- 17+00 17+50 + - - a +oo CG_6 (TYP) _�� - - - -- -- - - - - �� � 5 `i LOT v - 2 - 5 2'R PROPOSED STOP BAR (TYP.)�16+50 ; SIGN (TYP) +0 - 14 5 AX r <`kd , 6��- j YQL A BL�CSTREET t.D\; ?s, y�� 4, 2, . Lo 144,00 , pR0 4 rn 'P ti 4 Z9 LOT - k OS �k I` 32 u, 2 .1 N v / _ - - o- <` 6 � � � _ __ 32_ _ - - -- - - � � �� LOT � I \ 3 1 � H O I I � , 2 - - _ 29 I 1 I a_ �1 � I CP I p = o p 15 1 o "2 I \ , -'" \ I I� YP. I PT' 16 9 66 � � � < ( _ STOP SIGN T 2 �1_ ) � LOT I PC: PROPOSED 6' --- ] ri PROPOSED E/PEE/P 1Lf L PROPOSED 6'" \ w�. \ - \ PLANTING STRIP _ - CG-12 (TYP.) = ` PLANTING STRIP �� v - 0 - 66 _ - - 0 3ti sv 1 S LOT ----------- 95--- --- � xoo ,� 2 1 I�--- ------___--- V A °, 3 \� p nn o 1 - - / ti`'� F/CrF/C o - M; ;I LOT -- ' LOT 66 I LOT LOT 1 01 w \ \\ I, LOT III 1, I 1 I � I I N, LOT J \ 83 I o N NO PARKING' ` % ` `v ` 8o 81 82 + i 12 N �, ,� LOT , >---------- �o co Q + Y P _. 4 SIGN (TYP) N - - �i 0 66' ri TIE-IN PROPOSED CG-6 TO EXISTING CURB AT ENTRANCE -�z SCOTT R. LLINS'Z Lic. No. 035791 � 02/18/20 �SIONAL I I u H L LL C C. I L � I u u u Z Z G Lu ` Z z � Q m: z C 1 O O C O I U m « ~ w V) a U a U)0J z Q w w C O a a � > � '~—' z C1 w C1 w u _ >'� M M a W� LuLuLL ce a I LIMITS OF PROPOSED 30' I PRIVATE STREET EASEMENT TMP 90-35A1 ANG HOLDINGS, LLC D.B. 102P P. 715 I D.B. 657 P.'234 PLAT I I -PROPOSED GUARDRAIL TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING 'EED LIMIT SIGN I ROLL -FACE CURBING FOR DRIVEWAY ACCESS I TRANSITION FROM ROLL -FACE _CURBING TO CG-6 CURB AT I DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) PROPOSED 30' PRIVATE STREET EASEMENT PROPOSED SEGMENTED RETAINING WALLS I w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I I OPOSED GUARDRAIL TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING I II PROPOSED CG-2 (TYP) 14+03.70 PROPOSED 30' PRIVATE STREET EASEMENT GRAPHIC SCALE --- 3-- ----�5--�0-- --tea-- -- - -go- PROPO E6 � G > 11( �D�RETAINING WALLS t a 9 m U) w a_ H 00 Q N 00 Lu Z� M M N M z It Q N W0 N 0 W Q � > O W J JLu _ � z z LL_ J Q� w z Q _ CD O W U Q }. _j Q LU H� ul (nuj ---� w ct v , ^ � w z H� J w J � � 0 rQ V 0 N I- Lu 0 w Of JOB NO. 182157 SCALE ill _301 SHEET NO. 4 I t . I TMP 90-27 I ` e Ie I I / LOT1A t I It " ` `r t° t I tt �' I I ROGER SCHICKEDANTZ i ` k . "` "I I` t, ,` I SCOTT R. LLINS _ _ D.B. 1244 P.461 , t I ---- - rt----r-e---- -I---- -r--- i.`I, t -- 4 ------ rt-- -r-- -I-- -- -r--- U Lic. No. 035791,l _ D.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT .` 1 -` r k e t . ,- - �`�SSIDNAL ° _ -" e - - f'o., 02/18/20 w NO _ I - >� t- k e RR RR x _ tt`t` — —_— ���a� _ — I .t, t °kt `tk ° tk � t tt`"` t tttt t t rt t "` t t °ttk" t .t,ketkt<4 t Mkt rt"p t � — —_—__ _ - - - _ ! CONTRACTOR SHALL RECONSTRUCT •' tl `',k ` ` Ikt ,`4 t`k`k �- 6+ 00 _ _ -- - - - o CONCRETE STEPS TO NEIGHBORING PARCEL PROPOSED NEW THROUGH - __ t• -1 - SIGN . _ LANES AND TURN LANES t t � : t t7+00tkt. 8' CONEETK= - ` " SIGNLi 8+p O -- - - - -MAILBOX CG 6 CURB (TYP.) \12+00 ° , w9+00 o -+op _.0 -- - - _ - - - - - - - -- , J2O----------- 11+00 _ - - -- -- ---- -- ', SIGM� DISTA =--- �13+00 14+p m - „ -- ❑❑ MAILBOX -- - -- - - -- - -- I TMP 90-21G - ---- -- i �j j f� THE RECTOR AND VISITORS /y Q OF HE UNIVERSITY OF VIRGINIA - _ °°O __------- __ ------------------- - V 1 Z z D.B. 1110 P. 279 WPB XI P. 75 - � - - __ � - I MAILBOX --------------- ❑ - SIGN � 200' TAPER ---------- ------ w Z -1 Z z J � 0 O � 1- 0 0 O ----__ MAILBOX ❑ MAILB X i -- - - ----- J _ - O � � > �� — — — _ m - v_ ~ U w ¢ w Q - - - EXISTING EDGE Q o U) J z OF PAVEMENT 71 ¢ w w o - -- -- -- TMP 0-21E �__ ---- - - - --- - - - Lu I LOT EDDI LEE AND TMP 90-21 D I LOT (1) LIMITS OF MILL & OVERLAY W w > ae > a E2 m i MINN E LEE BEST LI E ESTATE D.B. 2- P. 243 D.B. 325 . 367 PLA JE BO LEE AND 1 DEBORAH B. BEST I I D.B. 3767 P. 332 I D.B-.-325 P. 367--OLAT TM 90-21 B I i LOT (B) STEPHEN B. HENR' I TMP 91-19 SEE DETAIL, SHEET to J Q I- I I TIMP 9 F I D.B� 2816 P. 287 LOT( JULIAN P. BATTEN, JR. D.B. J I I I I D.B; 338 P. 36, 37 LAT 'WILES AND 1717 P.33 D.B. 1350 P. 226, 227 PLAT EVA M. SHIFFLETT D.B. 1934 P. 718,720 PLAT I m EXTEND CG 6 CURB THROUGH INTERS CTION N ; AND TI-IN WITH EXISTING PAVEMENT I I t k _ e • > ° , s � • � . ' .III 1 /j I t I � L . ---_ — ` TIE-IN CG-6 CURB TO EXISTING CURB - o f MATCH EXISTING GRADE \ `u � o p I ' ° \ v v I— Q 0 i A (V A 00 I + 1� PROPOSED t -- I e v \\ p '� .-i - STREET -- -- - - --- N ------ - - - I, f BENCH MARK IS ,-. >�° ` . `°_` - ° ` " .` t` ` ` `_ - ` ,` ` t I I t CHARLOTTESVILLE GIS, \ - ,k t r - - - - t`°k<t`,``kt.``` fm``°tk.tt``".et```et`t```tt```•ttt```e "°•e``` ``` kt`` t``PRCSPOSEbt. • 1- �- / - -- ------ ` I III i PROPOSED i -- -i`e, PROPOSED 8' R OUSE SIRINE STATION105 \ \ \ Q , STOP SIGN . , y /� N 3882993.340 k t , �+ l CG-12 TYP. CONCRETE SIDEWALK E 11482334.683 \ I'Lu t wt f v? I dOls do ° o00 o.e w - ELEVATION 527.7± \ \ \ \ , a t q 1 ♦ eY - °° z_-------- ------------- _ ------------== _- ---- -- S + - H -- - - - Z w N Z I - _ ---_ — --- --- \ co V F- w 1 +00 '~ � Z -U.S. RT 5 � = N 20 (80') SCOTTSVILLE ROAD (55 MPH) Q CG-6 CURB (TYP.)'-` w -- - -- _ _ IF ----___ ---- \\ ------------------------- \ \ wj ---C. Q � 16+00 H J 4w. 18+00 HWPB.1 PG.354, tV � � - SIG ,� = Q �---------HTDISTgNCE_6�lg+pp - p '� \ \ G JS 200' TURN LANE * 1 +oo 7 / / - %. '// - z w ------- - _ _ _ \ w •/ / rl ? Qz - ___ 20+o0 - yl 1 c'I = Q ------------- y J N z — -- _�_ --_-_--_-_-- - 1 _J N F- J- - _ loo TAPER--� - - � ,� = Q "'� zoo' TUR-N LANE _ 21+pp -- __ — - _ — oSIGN - - - - � i8o rqp ER- � ' MAILBOX -- -- - - MAILBOX❑ - - ---- - ----- N N O 1 %' ----- 22+00 QMAILBOX - - - - - - — - - - ---0- - - - - - - - - - - PROPOSED NEW THROUGH /: _ / --_-------- > O Ui LIMITS OF MILL & OVERLAY - - - - - - - - - - - - - - - - - - - - - LANES AND TURN LANES / w u-I---23+oo--_ _ LIMITS OF MILL & OVERLAY _ - _ -------- -- _ w z SEE DETAIL, SHEET to SEE DETAIL, SHEET 107 -- m J W EXISTING EDGE OF PAVEMENT TMP H ` TMP 90-21 H (n W TH / DOROTHY B. HUNT D.B. � � DOROTHY B. HUNT I w 3289 P. 68, 71 PLAT D.B. 1717 P. 31 \ \ \ D.B. 3289 P. 68, 71 PLAT D.B. 1717 P. 31 I H� / D.B. 1350 P. 226, 227 PLAT D.B. 1350 P. 226, 227 PLAT _ 1 ------ ----- - _ w -------------- - \ \ I (( nn - - - _ V �- 1 - - - U GRAPHIC SCALE --- ' Q v TMP 90-35P 30 © 15 30 60 z0 w -- - 1 "J v — \ \ \ BET BETTY LEE PROPERTIES LLC W I —I ul) —\ I D.B. 4195 P. 182 ( IN FEET ) � \\ - -------- D.B. 976 P. 474, 477 PLAT D.B. 928 P. 237 PLAT o N 1 inch = 30 ft. LL, - Z _ -- - - — - _ _ - TEL PE - - TE SIGN,- 1 ^ w ~I Z w — ,- SIGN -co --- — y 24+00 720, -- - - w - - ' - - 25+00 SIGN,-, - _ 26+00 (D _ - ❑ O - ------____ MAILBOX Q - _ - 27+00 N - --- -- ----- ----------- --- --- - -- - TMP 91-18 ---------------- WENDELL W. WOOD D.B. 1727 P. 674, 677 PLAT D.B. 1707 P. 582 - O D.B. 1571 P. 245, 246 PLAT - - V) D.B. 288 P. 347 COMM. OF VA _ -- -------------- JOB NO. D.B. 279 P. 493 PLAT 182157 SCALE III = 301 SHEET NO. 5 I I I I - I I I I I I I I I I � / I I I I I I I I TMP 90-27B STEVEN W. AND BETTY C. JOHNSON D.B. 1026 P. 715 D.B. 629 P. 616 PLAT -___- LOT ------- - -LOT 53 I / LOT 52 LOT 51 18 IL I II I � � LOT 50 I - - LOT 54�� / LOT 56'� � SLOT 55 �Iti - � I / o� � LOT LOT 57 `� �, I �I ATC' LIN - SEE�SH LOT 5 L II M I LOT I I II i� LOT ��� PROPOSED 8" IN -LINE G.V. - - i — _ - — o 8 ---- - l� 61 - / of \ MH-25' � _ +1 PROPOSED8"x8"TEE i �. T 1 +50 16+oo �' 2 - 8" G.V. 53 LOT � � ���, �� �_� • �( O _ 62-_ -w _ 17+00 \ 14+ o U)— � w— I — . � I � � � o - � _ _W • f' PROPOSED FIRE HYDRANT LOT \ 14 �w�ASSEMBLY WITH 8"x6" TEE I " r1_FF LO PROPOSED 8" CL W 2 - ___ \ �_ I 52 D.I. WATERLINE �� o + 15 I a % ,�x� �/ - \� w �- --- I LOT { II PROPOSED WATER � I I I I _-- SERVICE LATERAL (TYP.) I 14 I PROPOSED FIRE HYDRANT \ / ASSEMBLY WITH 8"x6 TEE POSED A.R.V. PRO �{--- - - ,✓ o F 11--------------- 'III I �X� LOT 11 LOT h i� J 11 LOT £ e I - �-_ �' / �, � � �� II LOT III, LOT III 82 �' 83 ' � i. ` of e I LOT I I II ' rQ 111 MH 24 L T 80 81 I ��` 12 i~ � °' ��,, \ �"�.-, g y II IIII �` � I 64 - - j PROPOSED SANITARY �. ` �- I ' I SEWER LATERAL (TYP.) P, �'---------- ---- 1 d LOT III it o j� i LOT I, { III ~ II I------------------- ---- I b 11 LOT �� x� �, 78 - - ---- _ __---- x �`---------}- 65 / I - - - - - w-------------- LOTIf I ------ - +— /77 LOT j LOT 66 PROPOSED WATER 3 76 / /; r — LOT o i i SERVICE LATERAL (TYP.) o PROPOSED FIRE HYDRANT `--- � -- - I ry �- �� ASSEMBLY WITH 8"x6" TEE / i - ry F LOT 1 I� I I I I ��� __: -- I Ul a I �I LOT 7 III � i 1 li I ------ -- -- LU LOT MH-23 --i~ � I LOT % :I 6 III I II I I I 75 I LOT I~ 0------------- PR ---� III I(I 68 - - - �I z ' I OPOSED WATER - A I - -PROPOSED SANITARY SEWER o= I o -SERVICE LATERAL (TYP.)--- I SERVICE LATERAL (TYP.) I 2�+I i LOT I I NOTE: ALL STORY RESIDENTIAL UNITS WILL REQUIRE a f I F {~ J I PROPOSED 8" SDR-z6 PVC 4 a I LQT _ o £ I SANITARY SEWER (TYP.) -I 74 �AN ACSA APPROVED BACKFLOW DEVICE. Q p� �, 5 II 11 l II -" 3 LOT I�� 69 - ----1 L_ I - ----------- - J j LOT L ,� I I - --I-- - I I I I o .. I II 3 LOT I I -- LOT F_ I I I I I LOT I I I -- 73 I e 3 L I I + r- I , I I I i 7O PROPOSED 8" IN -LINE G.V. �I \ LOT 3 PROPOSED 20' UTILITY I PROPOSED 8 IN -LINE L. I OP " IN E G.V.G V I I P D IPWATER NE i I ir= i 11 EASEMENT (TYP.) 2 LOT II II 52 WATERLINE ------------- ----- -- ---- '' � I ° �I i PROPOSED 8" CL. - � vo° / � _ _ - L_ I itit ;I ~ + - -- �_ - 52 D.I. WATERLINE ° ' ._ I o i 72 PROPOSED 8" SDR-26 PVC LOT ' - SANITARY it I LOT - I - . I PROPOSED FIRE HYDRANT i SEWER (TYP.) II I 71 3 ASSEMBLY WITH 8"x6" TEE MH-22 it I ------- -- --------- -- --- � PROPOSED FIRE HYDRANT - MH-21 I I (� /' �" �oal - ASSEMBLY WITH 8 x8 TEE- MH-20 - I —� ¢ _ B R YN LAN PROPOSED TYPE A 1 0 11 ____ - _ - - — i � — 1 0 - III - - - - - - - BLOW OFF ASSEMBLY �� � � � —4- — HE OHTV 71 MAILBOX HT OHTV >.­--_ ROGER SCHICKEDANTZ D.B. 1244 P. 461 D.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT VDH. MON. 30 0 5 GRAPHIC SCALE 1 inch =� 30 ft. i TM P 90-35 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) PROPOSED TYPE A BLOW -OFF ASSEMBLY NOTE: MH-1i IS THE END OF THE SPRING HILL VILLAGE OFF -SITE SANITARY SEWER EXTENSION PLANS NOTE: SEE OFFSITE - - _ _ I I L SANITARY SEWER PLANS - — BENCH MARK IS e; — � � � � 11 � CHARLOTTESVILLE GIS \proximate \ I — - - Va Public Service Esmt. :, ;4 + N — --- ' ` I N NOTE: EXISTING OVERHEAD POWER LINES ALONG R NE �; STATION 105 ' ` ` THE FRONTAGE OF THIS PROPERTY SHALL BE 1 J _ D. B. 221 P. 305 i — t - — Comm. �_�, �� N 3882993.340 .'; : `.=:: = — — REMOVED AND INSTALLED UNDERGROUND. ALL Pn - I i U - S E-114AT334.683 �' : :: 4 ° ' ' ' / — — — — — — — ASSOCIATED POLES SHALL BE REMOVED. _�—------- ---- — — r— -- -- -- --------------- —i -- I Fiber opt --- �� LEV tON,527.7± P-f'idne --_ Pol----------------- __ - --------------------------- -------------------------------------------------- ELEC -PJaone -------- o-" -Ele .&Phone ---- I � — ------------------ Pole I — - - _- -_---_ - - - -HE/ T Pole ------- -- - --v --- , -- — . --v --- e-- o----e------- o---, - -- - - --, ---------- ------ -- -� - - �_w - - - - ------ �- -- ---- -- - -EIec.&Phan' °[ o - - 120 I M 1 +50 _° — 11+ o M — — —M 12+0 — M —M—. 12+15o M —M M- 13+0o M — — —M 3+50 -- — =M --M o ——M—m-14+ 0 -5 - - - b —Mm—M M — — — 00 — — _ — — — 1 +oo — w——w—w—w—w—w—w— — — -- — -- -- — — -- — — — — -- <° — — -- — MH-12 1 - - -- - -- - -- - -- - -- - - -- - w — --_ - -- _ - - - _ _---- - - — Y. PROPOSED 8"x8" TEE I -- - --- - -- -- -- --- -- - -_ - _ - - _ - _ - _ n \G.V. I& - 8 G I P I I PROPOSED "x TEE PRO OS 8 8 I ( ) I PROPOSED CL. II I I I 3 8 . . AND - 8" G.V. \ / S2 D.I. WATERLINE (3) / l L -1 — L_ —1 I II LOT LOT LOT LOT LOT LOT LOT LOT ��I LOT LOT LOT LOT / o I II LOT LOT LOT LOT LOT Z II 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 ZN �. 11 II II I �� _ -- I / - - °o _ -- - U.S. RT 20 80' SCOTTSVILLE ROAD 55 MPH HWPB.1 PG.35 . ---- -- ---------------------------------------------------------------- 1 Jf ---------- o MAILB X - NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE c� OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED o GIN � UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. MAILBOX MAILBOX - Poleo Phone -OHT OHTV � T OHTV , I /Lo OH TV/P ------_�HTOHTV ---- �' SCOTT /R. CT?LLINS Z; U Lic. No. 035791,1, 02/18/20 �SSIONAL � ro z z w w z Z Q 0LLr00� ` U ICUU) � U I - w � J a a H 0 o z o o � C W w w W m Cn w w oN -co Cj \ N n CD N N Q him, LU w U) w J� O 0 CV J z Q —1 _J D - - --- - W w w ccl V) JOB NO. 182157 SCALE SHEET NO. MAILBOX ------------- - - - --- 6 I I ---- - -------- ------------- I I INOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ITHAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY _ SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ' I I I I I I I I I I I I I I \ TMP 90-33 JEANNETTE D. SMITH I D.B. 4254, PGA 18 I I I I I I I I I I I \ -�-FH � r W IN i I EXISTING 12" DI WATERLINE _' �• ' � I I < �• k ° { < t ` I I / LOT LOT LOT LOT 29 LOT 31 30 i � _32 I CONTRACTOR SHALL REPAIR ROADWAY /� (Q� ` ` \` 33 F_ PROPOSED 6" �go' BEND TO l FIRE H /LOT YDRANT ASSEMBLY N 34 --- TIE-IN TO EXISTING 12" DI WATERLINE / <` <° < ,` ` �i'OT WITH PROPOSED 12"x8" T.S. & V. '� CJ / jF - _ / -`` < 35 LOT — I \I EXISTING 12" DI WATERLINE ' e.e,o 0 [ , 'z I I I I I I I I I I I I I I I I I I I I I I I I I 36 -- \ I < LOT / I 37 PROPOSED 6111CL. NEB T \5z D. 1. WATERLI - ,:.2+00 fi5o�l \ I 2 LOT I�-----I� LOT ED PROPOS8" 22.5° BEND�a .` <` LOT ji LOT it \ < -42 " 41 40 39 PROPOSED FIRE HYDRANT it PROPOSED 8" CL. , S -( / \ \� �\ L MH 15 — ASSEMBLY WITH�8"x6" TEE_. ` L` /� \\ i I _UJI 52 D.I. WATERLINE \ I } 7/ / wx, T III < it II e . . " ° 28 L I I W , 1� T / \ X H— II / w wv �- � _ 9 � s� � w � � � ti° �� M 16 NO CONTRACTOR I- -' � w 0 m NOTE: NT I LOT PROPOSED 8" SDR-2� VC DAUPHIN D IVE SHALL EXTEND WATER 26 I III LATERALS TO UNITS SANITARY SEWER (TYP.) < s " 0 ` I ` ` ` ` ✓ r LOT ' ______ -_ _ � � < PROPOSED FIRE HYDRANT < r r % r WITH 8"x6" T ,' r = _�_ I� ASSEMBLY W TEE 25 � < 43 .. LL 1 Y� rr ,, � � - - - r; _� __ - _. � PROPOSED WATER — — — \ "LOT '�'\� SERVICE LATERAL (TYP.) i s — 24 I I LOT _ � �� 1 _ _ � �y �— II I I 44 - �MH-17 �� .y'� PROPOSED SANITARY �XS°A ��I�� ' �� PROP / — — -- LOT � SEWER LATERAL (TYP.) � -- I II I \ 3\ LOT i 41 - II PROPOSED 8"x6" TEE 23 8" G.V., (1) — 6" G.V. 5 � � LOT ° I 46 I LOT ;I LOT �� LOT � � ` ` `` <k e` ` ° <k <` ` e .` k` ,` ke t° .` �` • � . � � \� ° e` � e` <` �------------- 1 47 I ;0 � 49 ` �Xv �`<< L T 1 48 0 ` ;k . ` .` >%<` t <` •` .` .` �` t`k �` r` <" ,` `< •` <° ,` <`< � �` .< e` k` •� \ � , � � � �' , � <` � ° ." �` .`i � ; � 1; �� ; � ; <` <` . <` � e` . < ` , <` `` .° < ° <, << < <` e` k y.. \ 22 <I � < < < < <` < .` <. k <` < < < k° <• <° << � \ \ /, 1 . j �`I < 1 1 1; II � I <` .` t` e` << .. <t e e `< < t< <e `, e< °LL < k, e, < °< \ e I v — I � el < < , < ° r � < , . < . , 4 < < , « • < , < < . < < . E . �, � < `I I �----- - -- it 11 1 " ` < ` < < , < ` e < ` t < < ` ° < �' I —_ � — — _ __ <� -- � I r `r. `•. `<.< �.<.k <<<t � I LOT I JI I=.�.t<<-_�----�_-----1---- -J 21 L I LOT 20 _ ° `\ .�" <, °,<< <<.<, `<<< `�.<< `<t <e<< <e �er—<— :`�k <•.. °•<r `<<`� `�—` -- ---- -- — —--- ______ —I--�— LOT 19 < I 1 LOT � I 531=LOT 52'=LOT 51 LOT 50'I 18 I F < < LOT \ ' L 54 LOT 56 v I < �+ LOT LOT 57� ATC LINE - SEE,SHEi,ET 6 < `/` ` I.I.`<<�J.`I 17 L /<. 1 — 0 - _ I 9vvv A V, k k i `I < < i LOT PROPOSED 8" IN -LINE G.V. 1 `\1'\ 61 \ �I o ao I 1` ` ° < K\ / MH-25 ,_r --- _ - -- - + O 8"x8" TEE < LOTS `��'� � PROPOSED ` o� Y < < 1 � o �'_ (2)�8" G.V. � v � sue` �- _ — — — — �� — — — — — 62 ;� QLA A_� �� w --_w _ —_w j00 �v Y _ _ ,. _ w 0 _ �50 _w_ _ -PROPOSED FIRE HYDRANTr. < LOT ti4 w - - - - I ASSEMBLY WITH 8"x6" TEE w � w \� — -- —11 o. 63 ;, w� _ - - - -- - LOT " PROPOSED 8CL. w ---- �,00 155z D.I. WATERLINE � 0 --- I`� - < PROPOSED WATER \ <t , SERVICE LATERAL (TYP.) 111 I 14 ° < ` ` r �` < <` t` < • < / f PROPOSED FIRE HYDRANT WITH "" PROPOSED A.R.V. ` I �< ASSEMBLY TH 8x6TEE 1 � — — � I II I 11 I 1 LOT I — — - ___ ______ — ;11 ;II LOT LOT I I• I ;I LOT '/� LOT LOT 1 LOT - e 82 83 1 ° I 64 LOT V 80 1 81 �` 12 �I 1 �i° /\,� �� 3� /i \ PROPOSED SANITARY 79------- I ONE,-N IP S16°40'02"W 119.33'(tie line) _. TMP 90-35A1 ANG HOLDINGS, LLC D.3.1026 P. 715 D.B. 657 P. 234 PLAT H-14 PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) S � COTkR..L LINS'� Lic. No. 035791 � 0�0 02/18/20 \w� IONAL z z < w w Zz 0 Q � � ( 0�r00C w Q (n J Q Q e Z Q w w 1■■1 u- z o o w w > U) V Ww > Lu > m U) w m CD C40 I - I I MH-13 Lu M — M N z Qi W N 0 W Q � >_ 0 LLI J J_ — � Q U' z z Lu Q � J 0 Q W � _ (D J_ U LU I --I ul U) —J H uj LLI = ct u) z H� J LU JQ C� 0 O N Lu O w w Of JOB NO. GRAPHIC SCALE 182157 --��-- ----ems--moo-- --tea-- ---- --go-- SCALE 30� ( IN FEET ) SHEET NO. 1 inch = 30 ft. 7 6.S - II o , .. ,I. 5$ 8F568Fi 8 � I S_- o } 7Boow W YD130 F 574-ooBW 586.0o 5847586.00Tw 590 -�MA CHLIN9 sso.00592 � FFE= FFE= FF 588 -PROPOSED 16'PRIVATE 592FFE= a593-33o.6 -�59 DRAINAGE EASEMENT FFE=PROPOSED 20 PRIVATE 2.6 BSMT= BSMT- BSMT� _ 584.005$�° DRAINAGE EASEMENT YD13 FFE= 8149 580.83 584 33 r5FFE= 593.5o 582.81LL.8o. 5825a6s35s16 580. 579. FFE= 2BSMT= 5 3.5o W 582 BSMT= E 537 17 1.64 o8s7z.00rwFFE_ B9SMT=5 3 00 s1.67 566.00Bw 5s2.67 E 6 581.67 580 ooTW 57 7 $O W88.83 BSMT- Ss1.335F0.83 PROPOSED1o'PRIVATE SMT II I� i y= - I ° DRAINAGE EASEMENT TW s > 80.6 " \ - _ -" 5 4 ° - �� `' S79.00 b`� 5 7- �5 1.73 �r �CL 76.5oT J - o I p0 PROPOSED WALLS (MAX. EIGHT- - $W sJ$ FFE= 57s.67 581.6$� i _ - - 58i.39- " -6�) 577.00 .r 1 +50 `r��, 16+00 16 �- `^ ----� 1 0 69 17� + �� _ ` tip � _ / PROPOSED 1o' PRIVATE - - - - - - Y `�li�,'' _ -- 16B -- -Q� T PROPOSED WALLS (MAX. HEIGHT=6') 5 •, - I DRAINAGE EASEMENT 579�0 = r _- - � - w w_ � ,' � 1 PROPOSED STORM SC0TT R. LLINS Z Lic. No. 035791,� 02/18/20 IONAL f ti - 3 \ -/ `/O I� - `° I^ 16+50 SEWER SYSTEM- - / � h1 FFE- YD1 - - �� -- _ - I Z - � L 1 LIY Q I TW 584 YD126 � �� � - r � { Bw Sao 574.33 576.67 78.z 1 - - _l \ 64 I 566=ooTW g _ _ _ - --- -- __� _- • . ° �' I�I 68 I 56o.00BW- � f- - - - - - O / J - - - -, °Qa 57 •79 578.12 67 ooTW U 574 PROPOSED YARD DRAIN SYSTEM - - 574.00 kx. / - o ----------- C° 68.00BW C7 575.5o i - - 5 l.zg - - r /� FFE= G 5 z 5 I / / / j, 6=_ _ o �n 1 573-67 - a i - R �o 3 O O� 573•i4� U) I YD1z FFE= ° 94 ��� - - - - - --- °' �` 579•� - -1 579.00 �- �� 574 �" g°r° of U) �1.6 U) - ° 57 7 i � o - f � x5 �� - _- - - � � I � 58i.00 II - I � Y 12 � i � Of / �� \ �� 573.55 s - S� 581.67 _ - - • .� ! �, ° FFE- Z Z o PROPOSED 10 PR 57z.33 579 40 - 571.67 571.01 � Z Z Q S I I � �- II _ w w - - IVATE 568.6 - ' \ PROPOSED 20 PUBLIC, 2.00 I - H 7 ' I A I i .S%O 3.3% Z -'� �,- v 57 Z- Q� Z O DRAINAGE EASEMENT 6 // o / ` >, DRAINAGE EASEMENT i FFE= 6 •o I" ss7ooBw _ 5 9------� -� 6.6s � � 57o s �- U 0 - % %� � 93 57 ' to i - 56g.6 5 9 s - -0 � a U U ,PROPOSED STORM 3.6� s79.67 570.00 3.z°i 56400B - � a - FFE 80.0o I � = � 3c 64.00Bw _ v�i � � � � _ 5 5 - - - <SEWER SYSTEM / 574 - FFE= 581.33 BSMT= 570.17 I'I FFE= 579 33 63 - - - - - - - - - - o cc - 574.06 FFE= 582.00 i 1 BSMT= 6 o Q w w o BSMT= 571.5o 5 9 5 FFE= LJJ VJ Z i A l I I � I 57767 \ - > I . �� 567.67 �566.g1 J \ a U BSMT= 572.16 -II :'I o I I I - H 570.00-- �� S)o - FFE= 580.o0 - `� o I �° �� � � �� / - � II I I . I �� 568.00 � 7°r° � o 11 \ � v� z n o w 9 57 7 SYSTEM w w � > cn cn � s7s.00 11 - --- - YD15D o� _ '� \ / / _ _ _ W w w _ - { I 2 % BSMT- 0.1 PROPOSED YARD DRAIN 570•49 FFE= 8.00 PROPOSED WALL (MAX. HEIGHT=6') - - - FFE= 56s•67 1 Is64.s� _ - oc m 57 YD15B � I, I ,r?.� �. 11 I 1 � 5 � . r° r'' `, / o j. BSMT= 568.17 - YD1(/ 66.00 L 30 I VER�DE�SF GE�GETATAON 55� o i 567.67 i 5 - - _ - - H / FFE= ° x / / i �_-- �� 565.64 N x / - - PROPOSED 18 PRIVATE -S�o 568 _ i------- 6'------ < / r 568.00 572-33 DRAINAGE EASEMENT YD15A _ g- 5 4 - - - _ - _ -- / Qg5 i FFE= 575.33 / - - x 5666 - 566.01 564.10 1 �� - - --- / BSMT= 565.50 / - - .00 - %568 - - - _ 560 ooBW 56z Bw� • I II I 56°Bw DUANE E. E M. SNOW _ ,� � I TMP 90 35 � m 8 _ __ YD A ° FFE= - �I AND ROW NA U) 566.00rw 55 __ 4 �.� 56o I I 56o.00BW- ------ 560.67 560.33 o - �FFE- 2.6 i __-_-- --- 556 _- Av r 561.0 1 �-°r - ,��nn 552.00rW D B 702 P 792 � FFE- �I 565.67 �� = 57 7 ''- � 9 "� 551.00BW D.B. 657 P. 234 PLAT TE 8 NOTE: CONTRACTOR TO INSTALL PRIV RAINS I -� 563.za "°' \ 66.00 DRAIN LINE FOR ROOF & FOUNDATION D 566.00 10.°°✓ BSMT= 562.83 YD15 / 560 ---�- n _ I-- - --_� ` � _ I � � 56o_ooTW 55 - --- FFE- TMP 90-27B j� . �, - , ' 554-ooBW i �--- I 558.6 558.1 STEVEN W. AND BETTY C. JOHNSON I i- �� O YD15E 6�� / YD4 I 559 00 6°r° D.B. 1026 P. 715 ,O�o' _ - _ -_ _--- �I "I / 8 5� �• I I L - i D.B. 629 P. 616 PLAT I li iiI I I I � --// t,5600TW4n' __-- �O- 55F7E=00 5 =6.6] - 15350r 6° .z60 F 8_ PROPOSED 16 PRIVATE 563.00 0'PUBLIC FFE= i.o E2DRAINAGE EASEMENT DRAINAGE EASEMENT 5 3.33 o 556.00Tw I FFE= 55o,00BW _ 5 _ \ - - -- �_ 5586o PROPOSED DRY SWALE ;I , r ss4.67X �ss4.O2 I 1 0 555• PROPOSED 10' PRIVATE , .� I - - - - - - ' � I 84 DRAINAGE EASEMENT 1 I - - � - � I 5571 W 1651 83 w~ l I L I I I e -� FFE= 5� �5z645° 1r°.6�I 55 .00TW FFE= 561.00 552 548.00sw 558BSMT- YD1oA 553.00 .83 56o.6j SWMACCESS& FFE= FACILITY EASEMENT C�559-47 552 - i -I YD16E 559 4 6�o 5783 $1----- -�-� 60 548.00TW I 1 r 547.00BW -_ - _ _ -- - ,° 557.73 559.33 1 . - FFE= 559.67 �I g 'i FFE= - FFE= I � BSMT= 549 83 i` 549.0o s48.67 547.37_ ----- ' i �9S I I - - NOTE: CONTRACTOR TO INSTALL PRIVATE 8" �i gO°r° I 558.80 558.47 556.�6 9tv J 7 ° i ° i DRAIN LINE FOR ROOF & FOUNDATION DRAINS ii- o I �I - F 5 8.0% - 4 PROPOSED 1o' PRIVATE %/ I� II FFE- 546.67 s4s 4 _ - L + �6 -- _ _ DRAINAGE EASEME 0 I I I ,I I 547• o � I 0 NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 556.35 558.00 %I NT �� DRAIN LINE FOR ROOF & FOUNDATION DRAINS __ FFE= 558 33 I 1 + PROPOSED 20' PRIVATE PROPOSED 20' PUBLIC FFE= 7 59 - 54 5 DRAINAGE EASEMENT DRAINAGE EASEMENT I 545a3 { s43.9_ II I --� BSMT= 8. o PROPOSED 12 PRIVATE 557.14 I { 545 67 ° I I FFE= 557 I �-- i II ail � � 6r° o I 3�z DRAINAGE EASEMENT I I I z �$ O�S- 55 00 1 I r- - + I I I 557 47 � � I I O ° - - - - ------ 5 PROPOSED 20' PRIVATE 8 I '" I 1 110 I� i -- 80 :I --- - -- -_--- 8A FFE= 544.00- '� z. _ 1 1 - p e - DRAINAGE _ I D EASEMENT � � 54 � 555.556.67 II =I I I 10 �! 1 544• 54z.A37- FFE= 557•oo r ^MT= 547.2-7 54 8B .8 FFE= 556.47 1554.9 o 2 FFE= 67 o 58A - - _ _ 543.00\ 556.80 T� 11 I I I b - 1� L------ ---- -- �' s _ - - -- ------ -I ° - _ _ 0 - - - -- - -,- I 554_ cQ - 6A o - ' 58B _- - --- - I -. - - - �1 4 YD16D r - 76------- I _ �� 0) - ° o PROPOSED 20' PUBLIC_556 - 78 - 54 53 - - - `r�o 6B - ��° - .. 57 8 00 DRAINAGE EASEMENT 5 m x--- �.��� __-_ --I ---8-R1�1Y__ f ✓ III F �Sp -� 5 �, - - - _ _1 O®� �2+ 1�+n,� ' ��+-9� - - - _ - - �4+� - TMP 90-27 ssa 93 a o , - " - - - - - - - - - - - - - - - - - - - - - - h�'.,__ = µ I I + ' 6 PPRPOSED STORM �-- 56 b 50 LOT 1A i ROGER SCHICKEDANTZ I i ° r 51 _\ SEWER SYSTEM h D.B. 1244 P. 461 555. 1 = `555.71 8 555.53 554.9°i 554.1 SSz•9o. 51.33 550.10 549.031 547.9z 546 87 54437 543.37 54z 47 541.71 540 9 54o.z8 Xt� i 6A D.B. 629 P. 616 PLAT I 5ss•7 - -- I� + I 75 -- N. W - --.-_ l -� V --- N-.--\ 5 i 5 D.B. 530 P. 164 PLAT I 162, a a �0 5 I, �o I 6� 1 f o I I �� I I II z.8 I �� o.1 iI� z. I f o I � 6.z 5 7 8.1 4 75 1. z 5 44 75 5 555 59 5 4 S4 4 5 5 4 7 1 - 1. o I 556.z5 556.z5 54.9z I I 5 5 49•So � 46.0 544•09 42.09- I - � I h'iPROPOSED 12'PRIVATE L J DRAINAGE EASEMENT -1 I 73 41 Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) YD-13L - YD-13K 8 1 6.50 15.7 16 YD-13K - YD-12J 8 8.00 18.7 20 YD-13J - YD-13C 8 8.50 19.7 20 YD-130 - YD-13A 8 8.50 19.7 20 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.25 13.2 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13B - YD-13A 8 5.25 13.2 14 YD-13A - YD-13 12 3.00 9.0 10 YD-13 - STR-94 12 3.50 10.0 10 YD15A YD15 8 7.00 16.7 18 YD-15C - YD-15A 8 6.50 15.7 16 YD-16E - YD-16D 10 4.00 1 10.8 1 12 YD-16D - YD-16C 12 4.00 11.0 12 YD-16C - YD-16B 12 3.50 1 10.0 12 YD-16B - YD-16 12 5.50 1 14.0 14 l _ 544 4 543 FFE= o - o� - 538BW 4 I I FFE= FFE- FFE- FFE- FFE- FFE= �" FFE- FFE= FFE= 1 FFE= -FFE= 1 1 �-- 1 - - - - _ - FFE= - FFE= i -FFE= E= a o �I 6. 8 8. o og 2 o8 1 1 1 1 55 5 556.58 556.58 556 5$ 555 92 555 25 553 17 551.83 550 50 549.83 54 5 546 42 545 2. 2 54 75 -_-r �` N 1 1 54 4 - 7" RIS�RS ON � 1 72 556.o X 6.0 555.4z a SSz.67 X 550.0o X 548.00 X 544 5a z. 1.z 4oTW/ 3 Q / 3• I 1 556.o8X 55 �C 556.0 554 x _ 1. 48. 0 547 5 - X z 1 z - 6BW 1 - -- -- O - T� 54 $ X 54 zs 53 l - - - - - - - 7 - 1. z 5133 549.17 548.83 - -5 47 3 l �54 41. 541- - - - - - - - X 554.75X 55 33 X / 549 33 X 545.9 43.9 X 54 9 x 53 I 8 _ � z.o8 539 9 550.E 54$ 54z.gz,p _ _ 552 \55 4 551.4z X'' 551.4z °551.4z55 5 -3.5° 54 4 548.00. 547.51 �547:0o z.5/o 4% _ °54z.51- -541.6g- 541.06 - o. - -� 8.0 53 BW S� woo (MAX.HEIGHT= YD16B L,,y �51_z$ �55 \3o X �_: 51.16 o. o� - - /o- 8 81L, 8 l� - - - - -54 .5 543 58 c rt- 54 44 539 5 5 _ 534.08' YDl 26 I \ y 51.z8 - 1 54 - 0 4.0! �r W ILn - BENCH MARK IS - - PROPOSED WALL 3') - -- -_ ___ 548- _-_-_\ �� NOTE: CONTRACTOR TO INSTALL PRIVATE 8" ° zA o / CHARLOTTESVILLE GI � �� _ >_ ROUSE-SIRINE Aproxima,te i DRAIN LINE FOR ROOF &FOUNDATION DRAINS + - I I YD16 SWM ACCESS & T ° _ Va Public 221e P1305 te smt. I ss400 TW I FACILITY EASEMENT O v 1 I N - - - - - - II STATION 'I 05 5S1BW I _ _ �_ -- - s N 3882993.340 r I` I FACILITY EASEMENT HE OHTV / / DRY SWALE \ -547----- III �,, - - - - - - - - 112�4 482334.683 - 7 7± PROPOSED, _550 551----== --- - -- --------------------- ---- -- - - ------ --- - -,� Elec.&Phone nj I ELE IC I_ . - -- ss------- -' - 55° 548 ' 44 °E Pol 10 - - - _ -- --li-00 - --- _ � e 95 � - - - - -- VA 6 o - - --=---------------------- 5 - -- - ------ ----- --- - - -- --- -- 5 ° --- - - - - - - 5 _ €ter �/, P h n,p �- 0 ° PROPOSED UNDERGROUND STORMWATER - - C3= -- 0 0° MANAGEMENT DETENTION FACILITY,­s�o °. ° _ -_ - - -- --- - -_- ° ° °a ° O - - - - ---------------- ----� 97 s 102 104 I N - i - U.S. RT 2 ---------- - - -- 5 - --- ---- - - - -- 96 80) SC TTSV LLE RO D (5 N�IPH) -- - - -_- °- - - 0 O H PB.1 PG.35 - ---------- 1 1101 \-GRAPHIC SCALE - -- - - - -- -- - - ------------------------ - ------ _ Ll MAILBOX T 6001 �� ❑ - - -- - - - N ♦ ♦ - ---- --___- - � - --- -- _- - - � 30 0 15 30 60 o MAILB X ' - - - - - _ - - -- - - - o GN El _ ---- � IP >.------- - 1VIAILBOX - - - HT o ,� - _ - - MAII BOX rT 120 \ HTV SSp - - - _ _ - - _ - - - - - - / ►� oHroHTv � OT oHTv Pole. Phone � , , - - " , - � N : , � o l _ -- - �r1 - - - - MAILBOX- -- HC� 00 Q N 00 L9 Z� M M N M z It Q N W0 N 0 W Q Q >_ 0 W J > Q w Z LUH� 0 Z LU _ D WU Q � W I -I UlU) -j W = L.f.NN , ^ w z H� J W 0 C) IJ Q 0 O N Z Q ^J �W V Q Z I..L �06 V Z QN I..L LU p w Of JOB NO. 182157 SCALE ill =30' SHEET NO. 8 44 I - - / / - pgg / q 43 I yy} 42 �' - ��< _ - s,I I _ _ GRAPHLC-SCALE / ,09g 30 - 0 15 i 30 613' 1 120 - V9 I I ( IN FLEET 634 i - ' I ' I i ft. 66�1 i - - - 'T inch = 30 �6p - - - ' ' ' / v �' / ''� 41 ' PROPOSED 10' PRIVATE DRAINAGE EASEMENT 6�6 / 624 6z - 622 < I _ � PROPOSED WALL (MAX. HEIGHT=6') - 44 G26 D - 28BW - r 620 I w� Y 8A YD C / 6zoBW ' _ 4 / YD8 YD8B--- ---II - - - - - TMP 90-33 / PROPOSED YARD DRAIN SYSTEM i �- _ 11 FFE= FFE= FF = FFE / v 622.84 JEANNETTE D. SMITH - ,fl I \ "FFE- 621. 1 I 622.17 _ _ j6TW ' r0� / 4 BSMT= SMT= 63.3.00 6 zBw - - - - - - - - - S 1 - 612. D.B. 4254, PG. / � \ - 620.8 BSMT- I - 3 I BSMT= i I -� ' � I � � � / � 6ti9 BSMT- I 1, 611.67 11 I_I 61z.0o 612.67 f ' ,�60II. 611.33 I 39 6 Zo YD7C 62i.5o 611.33-�- - - - - - ' '� . / / PROPOSED 1o' PRIVATE 632 D B 6 �/ / FE= BSMT= 6 - - 611.33 _ 1p_ + .- -- Cj DRAINAGE EASEMENT Y 7 6ti8 v 1t 616Tw `' O �/ 620 84 61 6 - --I- pb - - - 0 9 BSM = �o - 61o.z3 - - 611o.85 5 9- - - - , - - - - - -- - - - - - � � P C�i FFE 611.00 11.33 _ 610.03 - - - - - �� / - - 38 � � 9. 3 _ - _,. --- - - - -1 /' YD7E 84 09.70 YD D % \ •; _ -- - 12 /\ 611 W - FFE bog - - - 61 F - - - _ +oo -.2+50 .6 -- - -- - - -� 610.67 � /� \ _ � 2 o - �s - - - - - - - ao 37 r - - o, - 620.17 61o.33 ;yam 48 - - 610 I TMP 90-35A1 y - ' o ----- ------ - BSMT= ` �,, y -- Sr ANG HOLDINGS, LL - \ \ 610.00 / 5 I /I �� PROPOSED 20' PUBLIC I � FFE= II - FFE- I 610. /�609. � I D.B. 1026 P. 715 FFE= FFE- \ 33 - oll _ DRAINAGE EASEMENT i 633.84 631.17 625.84 \, 610.0o s_� - - - - D.B. 657 P. 234 PLAT - - _ II✓/ I - / - - �� 628.50 � � ' � I \ o 2$ BSMT= -BSMT- 'BSMT= r�SMT='r / $$ I - - II 621.3 I 616.0o o0 47 / 608 6 60 8 5 < E° , . t ` .�� ,` <•` I , 624.0o I 618.E \ N / o&. 2 ; , ti �� .�'` I � Imo' � _ 'I i- 61orw 3 a � �� _ - / i ,� I / YDg - LLB I 6o6BW 62 .6 II ti NN 3 7 - 6z1.00 615.67 �O �\ /� 618.33 - / --- � ` � 26 ` , 608.1 Q � 6 4 a o o O 622.00 19. 3 �7:3z- - _ 60$ 4 O 0 3 2,7" _ - 614.ss ;' oo�oiFFE= 60.00 606.08 L O f 6o6.00TW \ < I 3 /i 630.65, - - - 2g / 607 33 % rl 1 � I I I -I 28 24 - 630.0 PROPOSED 20' PRIVATE �1'c - I DRAINAGE EASEMENT 605.0o I 603.95 PROPOSEDISTORM 3oA / / 6OS-33 ° SEWER SYSTEM 23 - - O - �3 6oz.o4 (oti'\ - i 60E ° - bz5.4o� � I CONTRACTOR TO INSTALL T � i \ I �--6z2.48 - bi8.43 � � � I < eo a° ` • t � FFE= �, � �� � ,� - - - - _ ,"�\� , s o 62g.00 - I� - DRAIN LINE FOR ROOF &FOUNDATION DRAINS 8 6 1. _ - - _-- _ - � � _ PRIVATE - I I � � NOTE• LL VA .� 3 33 o - S �'S - 6o1.00 I o S FFE .aa , BSMT= 60 5 0 _.I 601.3 5 2.00TW < 621. O _ . 59o.00BW O 3 I °� I 5 FFE- 625.59 - oB -� I < < S - 3 630.67 - 622.g2 620.2 6i7.59 i O 600.000oTW YD13N PROPOSED 1o' PRIVATE 5 �� I s94. Bw ' 'O19 - - - _ BSMT= - II --- -- ,< FFE= s� � ��� � � / - 599.00 4 5g7.47 G -� \ 620.83 FFE= i DRAINAGE EASEMENT \ \\\ / 599 33 $1.3 I 6 I, NOTE: CONTRACTOR _ � 9.337 � 4 FFE- -"" '\ 62 2 FFE- - R TO INSTALL PRIVATE 8 \ \ � � \ BSMT- 62 6zE Z _ i; FFE- DRAIN LINE FOR ROOF & FOUNDATION DRAINS 619.5o , u, 5.9 3 5 - - - --- SWM FACILITY & ie< \ `62o N 616. 8 620 8 i; 6�7 g2 60� S 6 \ BSMT= BSMT= � PROPOSED io' PRIVATE 9 . 6 3-4 BSMT= �. '✓ o \ 21 9 ACCESS EASEMENT_ 608.08 \ - � I � I �� oo � YD6 k FFE= 594.0o 593.64 �• DRAINAGE EASEMENT \� 6�8 IL_ < ¢ , PROPOSED 16 PRIVATE 610.74 600 PROPOSED 10 PRIVATE - 594.33 ' 3.1 / DRAINAGE EASEMENT DRAINAGE EASEMENT PROPOSED DRY SWALE l i - - PROPOSED WALL (MAX. HEIGHT=6') _ \ - o% - 1 - - ---�I � \� o8 YD14 ----- -- -- I 5°� �v FFE 5� 59 2.00 4 1.?I I YD13L YD1 M 3 \\ F- 592.33 I 7% / .< } - ew6 8 610 YD13K w6os 1 � Bw6 . .<. 3 00 590 --- O F ` k . TW 604 - - - - _ � \ - FFE= 590.0o 58g.12 582.00TW ' - 578.00BW - - - - - - - - - - - - - - - - - ROPOSED 20 PUBLIC 590.33 ° s ,2 oz_ = _- _ P�_- 59 I - - - DRAINAGE/ `+`� 59o.00TW 60 3 3 6 3 3 EASEMENT 19 584.00BW .PROPOSED 20 PRIVATE YDi F YDi G .. DRAINAGE EASEMENT oo � I \ \\ ``,20 I 5 - I 88. z I r - 5 33 3� - - 59 5 I FFE- Es.00 586.1 9 606 PROPOSED YARD DRAIN SYSTEM ° < , YD13J 598� o i - - -+- I ° YD3P 606 - � � 96 --,o I - - -r - _ - YD13H \\ 6 - ., ooTW - 65 s7a - I - -- , , ° _ � � .. YDi O � ` ` - \ � � � I MAT�HL'I - ' '; ,,, � � III 574.00Bw SEEST8 - 3 _ - 86.00 5 4.7 59z �1-' - - I � 1 _ _ i --� , � - FFE= s I a _ 6 t 586.00TW N I L .9% 580.00BW �. - PRIVATE 592 - - FFE= FFE i S - g = 59 59133 ' S9o.67 590.00 0 g < / DRAINAGE EASEMENT FFE 2.6 2.00 < PROPOSED 20 PRIVATE S. YD13C _ I 592.67 i1 BSMT- Ili BSMT- it BSMT= ' BSMT= I\ / � � FFE- 584,0o s8z. o -�1 0o � 1 -< DRAINAGE EASEMENT \ 8� - 586 _ FFE S 593.33 _ BSMT= li 5 581.49 580.83 580.i6 1] 5 4.33 a°i° i \ BSMT= - 8 _ - - r < Tw ss � FFE- o I.' 82.8 � �< 5 \ S8p - 3 s1.8 I, 82.16 ...... - 592.83 8 0 , _ 5 5 k 3 Ij S81.16 'II 580.50 W58z FFE= BSMT- �4, 5 "3 5 - 583.67 5 583.17 'I X _ - FFE= 8 I 580.23 -I $ \ 5915° 8 00 x I ---I m m 5]g ' YD 5 4 51 33 r 57z.00TW FFE- 5 3` ss3 33 ''' I L - - 5 a1.6 _ 81.6 ' 580 BSMT- 1 5 7 .o% 566.00BW � I I 5 80.00Tw 57 80 ooBW 5 47 - 574 9 5 z - � BSMT a1. - 5 3 s 33= L - 5 < N - ° PROPOSED 10' PRIVATE ° . ,\ - �� \BSMT= 581.00 DRAINAGE EASEMENT TW584 579.00 �, 5so.67' �51.73 576.5oTC / - - -- = o I BW 578 FFE= \ \ 578.67 ©F? \ . � -- t O • -r - N", '_ 581.39- 1 +50 �� 16+00 16 �I- - PROPOSED WALLS MAX. HEIG m � < HT 577 o 7 +i1 o, y PROPOSED 10' PRIVATE �� o - - 15+° ° 16B �- ^I PROPOSED WALLS (MAX. NEIGH- "." 1 _... _ PROPOSED STORM � 4 FFE= 4 16+50 SEWER SYSTEM - ,�- ' 1 YD126 576.67 � , 78.2 -= � L I_�O 1 L -�- - Bw Sao 574 33 -i 64 566.00TW - + - , ��' 68 - I BW 580 / i 6ho \ b' .1 --- . 578�79 578 2 i 6 I. I 6 ` � � �`_- - 5 -- �-- � - �-� -I I � /�� I 574.00TW PROPOSED YARD DRAIN SYSTEM i - o - ----- _ 7 6s.00Bw 574.00 / /575.50 - - - - - 5 ✓ .. . __� 5812g � I w T � FFE /573.67 �C' it 1 f. �� 4 FFE= /` � - � i 579.67 - 579.00- � o I. I 574.0o I I f ��. �0 94 �. 9�° o 571.67 x - / ; a 6-7 S81.00 o h / 573 55 ScP°r8i11 I + r o -- I 2.0o o1 PROPOSED 10 PRIVATE 568.67 _-- 570 57 571.67 3 3% ° ! _ �_ A _ / 579 4 _ PROPOSED 20 PUBLIC DRAINAGE EASEMENT 569 ----= / \\ Sao \ \ ` ` i DRAINAGE EASEMENT I 570562.00TW S i �o I = _ = o I / 557.00BW 6'O / _ \ \ / 93 576.68 % \ - I FFE= 569.E 569•0 _ ------ YD12A --- r� 'S7o75 ' oo PROPOSED STORM 3.6� _� 570.00 3i.2� 3; 57o.00TW / 570.00 - - -� \ x s_ - FFE 580.o0 T 564-ooBW o / - - ti� %/SEWER SYSTEM / 574 _ FFE- 581.33 ill BSMT- o.i FFE- 579.33 63 W - - - - �_ FFE- 582.00 ,I BSMT= 571.50 ICI. 57 7 BSMT= 569.5o I J; FFE= � BSMT= 572.16 j 1 '; 568.00 567.6791 J oil -r ° -- 570.00 I� S>o �o FFE- 580.00 - I7 `^' - - - I 569.67 �I I 92 / /? j BSMT= 570.17 I PROPOSED YARD DRAIN SYSTEM - - YDi D DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. 0. rD(,.LENGTH* ) (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT 4ENGTH RIM ELEVATION 36 DI-313 CG-6 8 626.17 35 15 159.59 0.51 % 621.92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 DI-36 CG-6 10 626.50 31 1 15 131.17 10.67% 619.00 605.00 RCP 30 DI-313 CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 RCP 28 DI-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI-36 CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-36 CG-6 4 608.25 23 15 55.62 7.19% 600.00 596.00 RCP 22 DI-313 CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DI-313 CG-6 10 589.92 19 15 38.02 3.29% 582.75 581.50 RCP 18 DI-313 CG-6 12 588.08 17 15 75.76 7.04% 577.83 572.50 RCP 16 DI-3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 '569.50 RCP 14 DI-313 CG-6 10 577.33 13 24 44.70 6.33% 568.75 565.92 RCP 12 DI-3B CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DI-313 CG-6 10 556.42 9 24 131.35 5.1470 545.50 538.75 RCP 8 DI-313 CG-6 10 543.75 7 24 66.86 1.99% 533.00 531.67 RCP 6 DI-3C CG-6 6 539.17 5 24 64.02 1.67% 530.17 529.10 RCP 4 DI-3B CG-6 6 535.50 3 24 69.03 2.03% 529.00 527.60 RCP 2 DI-3C CG-6 10 533.42 1 30 30.89 0.81 % 527.50 527.25 RCP 26 DI-313 CG-6 6 534.17 2A 15 45.13 1.667. 529.17 528.42 RCP 6B DI-3B CGS 14 539.50 6A 15 37.95 2.85% 534.00 532.92 RCP 8B DI-3B CG 6 12 544.00 8A 15 35.22 1.42% 531.25 536.75 RCP 10B DI-313 CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B DI-3B CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 306 DI-3B CG-6 12 610.92 30A 15 28.62 2.86% 604.92 604.10 RCP 326 DI-3B CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 DI-1 CG-6 - 641.75 43 15 191.07 0.82% 637.50 635.93 RCP 42 DI-3B CG-6 8 640.75 41 15 174.50 1.66% 635.83 632.93 RCP 40 DI-3B CG-6 6 637.75 39 15 174.25 2.71 /0 632.83 628.10 RCP 38 DI-313 CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 DI-3B CG-6 6 609.33 47 15 46.83 0.68% 602.42 602.10 RCP 46 DI-3B CG-6 4 608.92 45 15 54.77 3.477. 602.00 600.10 RCP 54 DI-313 CG-6 12 544.58 53 15 45.67 1.05% 538.58 538.10 RCP 52 DI-31:5 CG-6 12 544.92 51 15 128.86 3.8070 538.00 533.10 RCP 50 DI-3B CG-6 8 539.25 49 15 39.24 6.37% 533.00 530.50 RCP 66 DI-36 CG-6 10 595.33 65 15 184.89 0 11.21 /0 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.52% ow.67 557.52 RCP 62 DI-36 CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 DI-36 CG-6 10 549.33 59 15 106.81 9.13% 543.92 ',534.17 RCP 58 DI-313 CG-6 8 539.92 57 15 48.29 4.97% 533.42 531.02 RCP 56 DI-3C CG-6 6 538.08 56A 18 120.02 0.54% 530.92 530.27 RCP 566 DI-3C EG 6 8 537.75 56A 15 43.70 0.53% 531.25 531.02 RCP 58B DI-1 CG-6 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DI-3C CG-6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 68 DI-3B CG-6 4 576.17 67 15 15.79 3.17% 570.17 RCP E77 84 DI-36 CG-6 8 559.50 83 15 28.91 0.52% 552.50 552.35 RCP 82 DI-3B CG-6 6 559.00 81 � 15 96.83 3.17% 552.25 549.18 RCP 80 DI-36 CG 6 6 555.00 79 15 44.75 0.51% 549.08 548.85 RCP 78 MH CG-6 - 554.58 77 15 77.99 1 0.51% 548.75 548.35 RCP 76 DI-3C C13-6 8 555.00 75 15 43.90 0.52% 548.25 548.02 RCP 74 1MH CG 6 - 554.25 73 15 56.81 0.56% 547.92 547.60 RCP 72 MH C13-6 554.25 71 15 19.87 0.86% 547.50 i547.33 RCP 94 DI-36 CG-6 8 577.00 93 15 85.75 9.13 /° 570.50 562.67 RCP 92 DI-38 CG-6 10 566.58 91 15 37.69 0.61 % 560.25 560.02 RCP 90 DI-3B C13-6 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 DI-1 CG-6 - 562.00 87 15 75.70 1.22% 557.42 556.50 RCP 98 DI-3B C13-6 12 544.92 97 15 184.21 4.74% 541.00 532.27 RCP 96 DI-3B CG-6 12 536.42 95 15 30.57 0.56% 532.17 532.00 RCP 106 MH CG-6 536.00 105 36 116.83 0.67% 523.97 '523.19 RCP 104 DI-313 CG-6 8 531.87 103 36 114.36 0.74% 523.09 522.24 RCP 102 DI-3C CG-6 10 529.33 101 1 42 59.67 0.66% 522.14 521.75 RCP 112 DI-1 CG-6 - 527.58 111 24 32.80 0.79% 522.50 522.24 RCP 114 DI-313 CG-6 16 525.83 113 15 57.45 1.01 % 1 521.58 521.00 1 RCP kL SCOTS'Z Lic. No. 035791,� 02/18/20 IONAL E�C�� z z w w z Z m: z C 0U0C U Q CIO U w � � J Q Q �// z Q w w C a a U z LU 0 u w w cn cn c LVw ae u �/ li < r m U) w '3' C� Q00 -1 N 00 N L9 z� M M N M z I Q N i w0 N 0 w > O z zci� < w J J _j a- Q W wL9 F_ z � H� LL' z 0 1 Q z 0. LU 2 wQ o U ?S � � � Z Ul U Q J ��Qrr� zw = ct , ^ _ � z J N�N J Q 0 O N I- LU o w d JOB NO. 182157 SCALE 1" _ 301 SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED 1" SM-9.5� OVERLAY SURFACE 9.5 COURSE CE SM COURSE GENERAL CONSTRUCTION NOTES EXISTING 4" BM-25 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE PAVEMENT INTERMEDIATE COURSE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING EX. STONE \ \/\" \ j��\/\ \ / / / / 9.5" 21-A 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA / SUBBASE / / / / / / /\BASE AAf��//�V� �/ \ THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER DEPARTMENT OF TRANSPORTATION (090T). THIS PLAN AS DRAWN MAY NOT ACCURATELY COMPACTED SUBGRADE COMPACrED IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE RE REQUIREMENTS OF THE PERMIT SHALL GOVERN Q - ASPHALT PAVING MILL/OVERLAY SUBGRADE - ASPHALT PAVING V I N ROUTE 20 G 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2. ALL MATERIALS AND CONSTRUC170N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS NO SCALE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF I/DOT UNLESS OTHERWISE NOTED. ASPHALT PAVEMENT SECTION SHALL MATCH 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 1.5" sM-9.5 THE EXISTING PAVEMENT SECTION. DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR OTHER CONSTRUCTION SURFACE COURSE SURFACE COURSE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 3" BM-25 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 1" BINDER INTERMEDIATE COURSE 6. 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, OBTAINABLE LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. INTERMEDIATE � 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION , Q M COURSE 7.5" 21-A \ �/ 5" 21-A sE BASE COURSE OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BASE COURSE /\/�/\/ // ��j� /���// /��/A��//��j �/ COMPACTED SHALL BE STRICTLY ADHERED TO. THE DRAINAGE CHANNEL. / SUBGRADE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUBGRADE ASPHALT PAVING - A VO N S T E X T 9. PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE TRAFFIC CONTROL DEVICES. ASPHALT PAVING - PARKING SPACES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS NO SCALE TURN LANE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ///• NO SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ' 9. ALL EXCAVA170N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS NOTE: THIS IS A MIN. PAVEMENT DESIGN. ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ASPHALT PAVEMENT SECTION SHALL MATCH 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. THE EXISTING PAVEMENT SECTION. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 1.5" SM-9.5 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: SURFACE COURSE INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 3"-4" BM-25 INTERMEDIATE COURSE ROAD NOTES INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE 6" ASPHALT �/�%/ //�%jam//� BEING COVERED. �� ����� �� BASE COURSE v �wlO%%j ///���/ GRADING:��� 6�� SUBGRADE 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE COMPACTED ASPHALT PAVING - PUB DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PLACEMENT OF ROADBED BASE MATERIALS. SUBGRADE -IC/PRIVATE 2. WHERE PROJECT. UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 5' ASPHALT PEDESTRIAN TRAIL NO SCALE STREETS OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. No SCALE 2" SM-9.5 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND SURFACE COURSE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES 1" BINDER INTERMEDIATE COURSE SUBGRADE. FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. _ 21-A BA DRAINAGE: oMCOURSE � cR Eo 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS SUBGRADE FOOT. PART OF THE FINAL INSPECTION. ASPHALT PAVING - ALLEYWAY 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR NO SCALE CONDITIONS INDICATE. TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT: I POINT OF 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE R/w Ro uReP IL FINISHED GRADE R/w CG-2 MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS / CURB APPROVAL THE PROPOSED METHOD OF CORRECTION. 1/4": 1' 1/4"-1' 4 21-A STONE BASE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. -' 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE°°°° ° °- CONCRETE SIDEWALK I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4 ZMOT 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS STONE 4" MOT NO SCALE BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE BASE 8' I 9' STONE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 7 (TRAVEL LANE) I (TRAVEL LANE) enSE 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED 17' E/P-E/P PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. 22' PRIVATE ROAD R/W CIL CC-6 _4 4" CONCRETE CURB & GUTTER SIDEWALK EXIST. GROUND 2% 2% 3f _ 6' PLANTING r 4" VDOT 21A STRIP 4" VDOT STONE BASE 21A BASE STONE EXIST. GROUND 5 6 BASE 10' (TRAVEL LANE) TYPICAL A.zzzr SUCTION - ,e2' PRIVATT� ROAD (PRIVATE ALLEY) >5 jfPH DESIGN SPEED NOT TO SCALE' POINT OF FINISHED CRADE / SURFACE 29 CG-6 CURB & GUTTER SUBBASE 10' 7' (TRAVEL LANE) (PARKING LANE) 56 R/W 4" MOT (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. 777777 Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Dauphin Drive (Public Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 Loyola Way (Public Road) 283 2 ) .1 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21 A 5.5 0.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21 A 7 0.6 10.95 4" CONCRETE SIDEWALK 3:1 Zq EXIST. GROUND 6' PLANTING STRIP 4" VDOT 21A STONE BASE EXIST. GROUND 6 S 1 TYPICAL NL'IGHB0R.fI00D STR.FFr S.ECTION (6-6' R/4r) PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS SSAR RESIDENTIAL & afIXED USE SUBDIVISION STREET DESIGN SPEEL? 25 MPH PARXING ON ONE SIDE ONLY 5' WIDE CONCRETE / 3'7 SIDEWALK EXIST. GROUND 2% 3:1 4" VDOT 21A STONE BASE 6' PLANTING STRIP 4" EXIST. GROUND 5 6 E 0 EXIST. GROUND EXIST. GROUND CG-6 CURB & GUTTER 2% 10' (TRAVEL LANE) �I 24' F/C-F/C POINT OF CG-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE SIDEWALK SURFACE _ 2% . 4" MOT 4" VDOT 21A SUBBASE STONE STONE BASE BASE 2.5 5 10' (TRAVEL LANE) I TYPICAL NL'IGHBORHOOI> ASTWTET SUCTION (49 ' R/ ) BERArYN LANE PRIVATE ROAD) CS-SSAR RESIDENTIAL & afl= USE SUBDIVISION STREET DESIGN SPEED 25 afPH ON -STREET BUMP -OUT PARKING OiVLr NOTE RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES W CI CG-6 5' WIDE CONCRETE CURB & GUTTER SIDEWALK 29 2% 6' PLANTING 4" VDOT 21A STRIP MOT STONE BASE 4 21A STONE BASE 5 6 2.5 - 10 - (TRAVEL LANE) 24' FCC -FCC POINT OF CG-6 FINISHED GRADE CURB & GUTTER SURFACE 2% \ SUBBASE 0' (TRAVEL LANE) 4" 5' WIDE CONCRETE SIDEWALK 29 6' PLANTING STRIP 4" VDOT 21A STONE BASE 6 5 - E1 XIST. GROUND EXIST. GROUND TYPICAL NL'IGHBORHOOD Srj?EL'T SL'CTI01V (49 ' R/#r) LOYOLA KAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) AND SHERIDAN STREET (PRIVATE ROAD) OS--SSAR RESIDENTIAL & 2ifIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 APH ON -STREET BUAfla- OUT PARIMM9 ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES EXIST. GROUND EXIST. GROUND (Face of Curb Invert Lime bin tin 18in R1ft3in 12 - -- - -- Builder's Option: Area may be concrete. Bottom of curb may follow slope of sub -base provided a minimum dept C_ of 7 inches is maintained. ) 1 ftoin 2ft0in Rolltop Curb Slope break for drainage, if req'd. R- 2 Feel D TRIP GENERATION\, -,,) 1"=1001 III H 0, / 31 LOT LOT LOT LOT LOT 30. 29 i � ✓ /... 33 32 L 34 OT 35 3T 0 SCOTT R. LLINS'� SHE E N U Lic. No. 035791,'I�:, / 3 LOT LOT LOT LOT ° 02/18/20 S O _ o ONAL r \ LoT 27 I EL LOT - OT 43 \� \ \ LOT 24 44 � LOT � LOT 45 23 46 47 LOT LOT I \` 'I 48 49� \ LOT In I � W LOT � O 9 U ILOT LOT LOT LOT \\ \ 1I L, 6T (D LOT LOT % 54T 53 52 51 5 I. LOT z LOT 6 \ \ I 17D L0 \ I LOT 59 5 \ I L16T LLr) i 61 w Z Z 62 _ LU I \NAY - _ - -1 D z Q II I w w LOT Q 63 _ - LOT Z Q z O O O p r > LOT III w _ LO a a (0 LOT LOT / LOT LOT 82 83 � I LOT I w U U U Z �I I 64 L0� 80 81 I LOT 0 - � � 5 z Q w w O OT gT 2 I 10=1 O f U 65 LOT a. �./ I Z 0 W W W J LOT LOT,/ Q LOT > W i--i i--i i--i Q II 66 s 9 W LU w w O w T LOT I 8 67 / I LOT Q O 88 Q LOT / LOT 74 5 69LOT D CID T 4 LOT 73 70 OT uj 2 LOT LOT 71 BERWYN LANE A I 'I II LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT/ LOT i 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 I / '� Ql -A � C) 00 N 00 CD _- - - -- J ~L9 y TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) z ti ioo SINGLE FAMILY ATTACHED AND DETACHED UNITS - CODE 210 CM M ADT: 944. VPD (472 ENTER/ 472 EXIT) 0') AM PEAK: 74 VPH (ig ENTER/ 55 EXIT) N PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) M z � Q N W � N 0 W Q Q > O ZW LL J \J Ln w z J Lu LL. O ' zUj <(w1�� <j _ U V w W J W I --I > z UlU) J o li U Bock of Curb o CG-2 U LU LIJ z o 'I!: - !! ! ! V _0 in r l l l ii i i t i i - NOTES( �, • 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. O d I iii ! ! ! ! i ii i i i i i i I i 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PSI IF PRECAST. 4„ U) ' 3. CURB HAVING A RADIUS OF 300 FEET OR LESS 1 I 2' R (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. • u Constr. g J 4. AS DEPTH E CURB MAY BE REDUCED AS MUCH ' AS (15" DEPTH) OR INCREASED AS MUCH AS b.;!D.� LU Joint 21 3" (CU DEPTH) IN NITER THAT THE BOTTOM m WITH THE TOP OF A :' • �' OF CURB F T PAVEMENT COURSE OF THE PAVEMENT o __Tc OSUBSTRUCTURE OTHERWISE THE DEPTH R TO BE 18" AS SHOWN. S NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE N AN INCREASE N DEPTH. SURFACE Mainline Edge of Pavement 5. CG-2 15 TO BE USED ONROADWAYS MEETING A. A. THE REQUIREMENTS FOR CG-6 AS SHOWN IN Q Driveway Entrance Warp Transition Roll lop curb %`t IN T�EISECTIION ON GSTHE ORBAN STANDAT ROAD RDS. �•'. 'C•'. A- A- BASE !r� Part Plan of Entrance Transition 0 FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL ° ' ° Racrius Return Warp curb profile to match driveway entrance apron grode within 4 feel each side of apron above invert line. Driveway Entrance Apron for RoNtop Curb Port Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION 2" RADIUS SUBBASE i �wi e • : � eax.cr ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE FSHEET 1 OF 1 201.01 i- LU W r-n W � 2 d � JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 7 OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45'0'0" IN LINE WYE-TEE PLAN VARIES R. SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 18" 6" PIPE SLOT (2 PLACES) 45• nG> VA 45' 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.0E 1.50 2.25 2.00 2.6E 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 1 0.13 90 4,83 3.83 3.42 0.83 10"" & 12"' 45 3'33 3.58 2.95 0.43 3.83 4.0E 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 UNDISTURBED EARTH 2 - 3/4" DIAL ALL -THREAD RODS,.-.__.. ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) -WATER MAIN z o VALVE 1 M 3 24"MIN UNDISTURBED EARTH PLAN 4 �] CLASS A-3 CONCRETE 18" MIN UNDISTURBED E SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 PLACE 5' GALVANIZED " WITNESS " POST WITH 0� T CAPPED ENDS PAINTED BLUE IN REMOTE AREAS P o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT NOTE: HYDRANT MUST BE 1 TO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- d VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE � sCOTT R. �; LLINs LENGTH OF BRANCH VARIES LTC. NO. 035'791 6' MIN 2' TO 10' - II I �l Ii ll III (270) ���IIII'Iih `0 02/18/20 1� 7 CU. FL 18"-22"VALVE BOX � 1 II' I � ADJUSTABLE TRAFFIC RATED ���;'�. #68 STONE I II VALVE BOX W/ LID TONAL zu 42"MIN ;';' 6" GATE d �•) VALVE z N BEER B" N 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 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 ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAiN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-I-D,E) M.J. GATE VALVE Cn - - - - - XZ z w O U WATER LINE (D d z �0 . ' U) i__j.. (n UJ 2500 P.S.I. 8 CONCRETE A 2'x 2' BEARING AREA. F- Z p THRUST BLOCK ',. d Q c. w LLJ z J 2: 2: F- .°'• a Z O Q 2: 2:0 a. ' n H- � O O � O 0 a a as U SO Cn U C/7 U } NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. Lu 0 -j Q Q z Q w O z w a U TYPICAL GATE VALVE L z o o uu NTS > > L FIG. W-5 J W Lu c' w w 2: TD-9 CO VALVE BOX w 4" DIAMETER BRANCH STREET SURFACE OR z m AND VALVE - NON -PAVED AREA - :D SLOPED AREA (u w M J. PLUG ct� WATER PVC SLEEVE THRUST BLOCK VALVE 957� M.J. FITTING-\\ LIMITS OF PED. LIMITS OF PED. ACCESS ROUTE ® o ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE . UNPAVED SPACE IOTH of ENTRANCE - R(: LIMITS OF PED. o LIMITS OF PED. CCESS ROUTE ® NON -TRAVERSABLE : ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE )RED F THE LIMITS 2 0' OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND I�.f EXISTING OR PROPOSED VDOT RI T-OF WAY. I I ® PESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • �' ' e• • e. UNOBSTRUCTED,DSTABLE, FIRM AND SLIP RESSTANT oe o4 04 • o •' PATMEN H CONNECTING ALL ACCESSIBLE ELET$ OF A ,0404 b FACILITY THAT CAN BE APPROACHED• ENTERED AND 0 USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F 4 T a„ .,• ,� .'-`ELEC- MATERIAL TYPEIIdi 51:B.GRADE C �J Q UP TO ELBOW, YJP TO ELBOW o ;; 0 0 0 (CEMENT NM LIME STABLIZE01 E1ALF PLAN MI IF PEDESTRIAN ACCESS ROUTES LII[1 ARE BEING 2 p PIPE IS PERFORATED 45• ELBOW PPE IS PERFOINI • • • PROVIDED, A MINMUM 4- TRAVERS LE WIDTH I^^{ CJ CONNECTION 457 A G I A.E, 48 AGGREGATE DR CRUSHED IS RDUIRED WITH A MAX. 2/. CROSS SLOPE. (#ATEX4E. GLASS MEE.ING 118 GRADATION REQUIREMENTS. PPE-LESE AGGREGATE QRAWN GE GENERAL NOTES PRIMARY DIRECTION TRENCH WITH �'''D' 1'-0' • �• OF WATER FLOW ELVNlliE FABRRC 1 UNLESS SPECIFICA0 INC:CAi D CO (NATION 14DERTRAIN WILL NOT BE LOCATED AT THIS PONf7 WHEN SOTH SL€SASE AND SLBGRADE ARE STABIL"s- I, WHEN USED IN CONJUNCTION WITH STANDARD D. .G. THIS NON PERFORATED 7 TRENCH SHALL BE FILLED WITH AOGREGAI- 'NO TMROCCHLY HAND TAMPED TO PARABOLIC STANDARD IS TO BE ADJUS, THE CURB TED TO MATCH THE ' CUTLET PPE ITYPICN,1 WI OOMpACTNfiS NPAVE SiII CURVE MOUNTABLE CURB CONFIGURATION. o4 S4o•4 o40 45' ELBOW - 3 OUTLET PPC SHALL BEGIN AT :HE EDGE OF THE -RAVEL LANE PAYMENT _ cDNECTXN NON PERFORATED OUTLET PIPE TIE E AN E NIFJ •��� 45- WYE SHALE BE PLACED ON A GRACE PARAl€L TO THE SHCLLER `SLOPE 2XWN.13 X NORMAL GUTTER ® ® - ---- ® ___________ - SECTION E-E CONNECTION DESIRABLE) GRADE. e. - �. X X PAY LIMITS CR I NG RE I 4 ON CLP,9 AND OUTTCR SECTIONS, WHERE IT S IPOS'AIE TO OTIERWISE PROVIDE .� C. ' 6. ' 6' !. ■OX TO 10X CHANGE FOR OUTLT TYPE OT FWC OUTLETS FOR UNiERCIRAINS, TIEY ARE TO BE LOCATED 90 AS TO LYPA4V Nr0 DROP �- - 4.4 b4v 40404 ,.0.. MAX BPIPEEG) TO A i a NC CAME LR I "..'.M .TAM: +-- CKETS OR MANHCLE5. 000 ,A ' 4Aoe ao eao4c bb4o4� ^' CLASS A3 (H.ES.) CONCH 45. WITH TS° ELBOW SMOC.H W+LL FYC 5. ON SUPERELEVATED SECTIO S FRENCH 15 TD BE LAVER ERTIHE PAVfkfhT AREA s0 •e 6" ACGR BASE TYPE SIZE 21B • A. f TYPIGuI -wJCr A1... PC _ ^SI Li if'ft 7U 'S: K)fk W H L`UrLFT PPE, ON LOW SO€ ON(Y- 5_0, . 12% MAX. SLOPE 5'-0" POINT OF GRADE CHANCE ' 6 WVERT ELEVATION AT DUTLci END OF CNrLET PPE TO A MAR,RIM OF I'O MOVE ® . n' • n ' A. INVERT ELEVATION OF PCEVING INiNNAGE DITCH OR STRLICTLF£. FOR CURB AND GUTTER ONLY R( OUTLET PPE 7 ALc CONNF Fi Ci5 F.l{N,Y75 WT45, E'C.I WITHN 'PAY LUA1.5 FCNR CUTLET PIPE. ME ° X % 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS NO SCALE 3E WILL MUCKINESS (Mink -NOIRES RE OF T . SAME CR,FUMD STREI aTN AS THE (XJTI..'T PIPE- C FOR SIDE CURB AND GUTTER 06bo • 4 • 0.0 NAMT-STD ACC.ORDNG TO ASTM 13•2412 AT SXOEFLECTICA• BUILT CONCURRENTLY Yo. 040404E 8 �?` P I c. T . BE SFr. -,_1 ^rNNEr.iEO TO EW-12C`t OTHER CRNNA&E X X X 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND S SECTION C-C B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D IFICATION 1VOE3T SPEC EOIFI A'II:,ti SPECIFICATION \VDOT STANDARD PAVEMENT EDGEDRAIN REFERENCE STANDARD COMBINATION UNDERDRAIN AND€ REFERENCE STANDARD ENTRANCE GUTTER ROdD AND BRIDGE Sa ANpMDS 2t0 ROAD AND BRIDGE STPNDPR05 SHEET 1 OF 2 111,1111, DATE (AT LOWER END OF CUTS) f'' REVISION DATE SHEET 1 OF 1 1GB.06 VMONIA DrFARtMENr OP TRANSFOITAI ON 70B O+ YRGMA DCPNTTMCNT 71N SIO?TA-,Cl 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 cG-11 CD- 2 NOTES WHEN A PA COMEAN ACCESS ROUTE ACSA GENERAL WATER 8L SEWER CONDITIONS (JUNE 27 2019) CROSSES A SLOPE IAL L BE 27.E LIMITS OF PAY FOR ��- THE CROSS SLOPE SHALL BE 2% FOR 5' MIN. VDOT CLASS 1 RIPRAP (TYP) MIN. 6" PIPE 6" 6 , VDOT NO 1 0.0. •;;; STONE BEDDING PPE O O.D. 12" SECTION A -A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE /{� 1 EXCEPT WHERE SLOPE OF f MAX. BANK EXCEEDS 1 TO 1 3.0' MIN. :i• UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFlLLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S "I �14 FIG. S-7 TD-38 t' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL pp D 1 TYPE 'K" SOFT COPPER" FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1'x1'x1' TEE ND7E Qp O NO SWEATED FlTRNGS r DUAL SERVICE R 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON UD `7 FINISHED GRADE II 12'-75 LOCKWING VA VF ,-. METER n .-. BOX 38' MIN. COPPERSETIER 1/8 BEND COUPLING METER }fH CORPORATION STOP �7,(%""'�f ;r vet BRICK AS NECESSARY SANG OR OUST UNDER I;�±ir^',i/`-,•x'� `'�''•�:'ii-; M 4• DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH MINIMUM THICKNESS) i�'�;::'r.:-'I 4"•^'� zr LONG STONE POCKET, 0T V0 tiT..,:4,i1r4H,n,•„��;,,�,,, <<A SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4'MI UNSTABLE 8" e" 8" 8" SOIL\\ ec MIN, MIN. MIN MIN. #68 STONE :GRANULAR FILL AS _; �14 =� APPROVED BY ACSA }k;;• STA I bCK� 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 BACKFILL, 3,THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO. 68 STONE - - HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFlLLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS NTS FIG. S-3 FIG. W-6A TD-10 TD-34 VARIES 1'-0" MAX 300E PSI CONCH BASE 111 2'-1 , , BENCH SLOPED TO FLOW p CHANNEL 1/4" 1' MIN RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN e: Q �- STEPS CAST IN PLACEt.p PRECAST REINFORCED ON-LINE CONCRETE SECTIONS 12"' MIN BRANCH !> "0" RING SEALS a 16" MAX (TYPE B ) MINIMUM ELEVATION 12 DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET \ VARIES SHALL BE 0.20 FEET. VARIES 4- l THREADED COUPLING CONCRETE 2" DEPTH OF FLOW BRASS NIPPLE AND PVC FILLETS o CAP CHANNEL TO BE j LUBRICATE ALL THREADS CONTRIBUTING 3/4 DIAMETER OF ° - 'O SEWER. . a METER BOX (SEE FIG. W-7) A FILLETED IN FOR A SMOOTH ` 12" d NOTE: J TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NO. 57 STONE a ONE INLET & OUTLET PIPE SHALL BEIII WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL 2" PIPE SLOPED NOTE W/ NO. 68 STONE w BE CORED AND A FLEXIBLE TO DRAIN IF CONNECTION BOOT " GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED VARIES `y VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. O 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. ARE SAME SIZE PLUG 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (TYPE "A") SHOWING BRANCH TIE-IN TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS FIG. S-I-A NTS TD-13 FIG. W-8 TD-25 TD-19 UD-4 m-7 CG-9B WIOT OF EW- CUi ,Gp OI �1 1. iTYPI:AL C] `` ENTRANCE R ?AVEMLV'. - FAY LIM•i a vJHPti'F. O•I`Ifi HI I'. D HFCN WI`I- 45• UBGRADE BITCHBITCHLINE CLDCW �" OEOTEXTILE TfRNlNRG,E FABRIC UNDEPURNN SHILL BE CENTERED UNDER CURB AEI GUTTER FILL-�HOULDEK LINE ✓ / (OVERLAP 7-0" AT TOP) PAVED SHOULDER GEOTEJ(TILE DRAINAGE F.1BIilC `-0" F OF PAVEMENT eOVEJ+LAP ra' AT xDPI-- COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS - - •., PAVEMENT PAVEMENT CENTER LiNE SECTION TRAVEL LANLs /, ,5 MATERIAL -• T ' - �a I YPE , SE:_EC- MA'I'E`ilAL I 4" UNSTA9A.{2E0 - - % Y 4S• ,. SUBGRADE OUTLET Pig SLN�0.5 MAT RAC / SEE NOTE , DDTLET aPE TRENCH PLACEMENT ED.,[ D•- PAVEMENT" PPAArL T R •57 AGGREGATE. RB $L90RApE 2'-0" 4'-0" AGGREGATE OR CRUSHED SEE NOTE I \ EL$TIW GLASS Ma FIND NB I1L. r�H IMF ELSO WI I• AS• 1t57 AGGREGATE, NIB PAVCMENT SURFAz M BASE - I lu TOE OF FILL VARNABLL ORADATION REQUIREMENT. AGGREGATE OR CRUSHED 1-G `JJB8A5E �P OF - (EDGE OF PAVED SHOULDER/ GLASS MEETING •E �t fTYTg AL) GRADATION REQUIREMENT, - •° " '�-- SELEC7 MVERIAL TYPEI GI O`A, PAVED SHOULDER SECTION CURB AND GUTTER SECTION " -af AGGREGAIE, 40 AGGREu'A+e M CRUSHED T GLASS MEETING FIS GRADATION WGUIREMI PLAN VIEW J •• G€OTEk74E DRAINAGE FABRIC (PLACEMENT OF CD- 1 COMBINATION! UNDERDRAIN) OR c - PAVEMENT SURFACE i BASE - St%BASE OR CENEN) STABILIZED, SLBMSE G)z - (n O FIG. S-I-B TD-27 (4) 1" (25mm) DIA HOLES ON -� BOLT 2CIRCLE.(834mm) DIA 2"(51mm) LETTERS O (RECESSED FLUSH) 0 1" [25mm] PICKHOOLES r [38mm] z 2 0 0 0 m (2) CORED PICKBARS - 1 1/8" (29mm) DIA BOSS D 27 1/2" DIA 1 1/2" [699mm] [3Bmm] m 2[178mm] [6 1/4" DIA 667mm ] 26" DIA 90 [660rr [38mm] 1/4" (6mm) DV 3 1/5" I 24" DIA NEOPRENE GASKET [79mm] T� 606m 0 [ m] C 28 7/16" DIA t . f [722mm] `I [T 6mm] 23" DIA m [584mm] "•��''''�� 36" DIA JtiA 25" DIA [ ] [635mm] 914mm O.D. OF GASKET GROOVE FRAME SECTION SECTION t OVTLET PIPE A WIDTH OF 5 FEET. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA rPAVEMENT TOP OF CUT ��*s A c4) 1' (25mm) DA HOLES 1 1/2 - _SUBBASE AT THE START OF THE WORK. ( ) SUBBASE OE OF FILL ---- I w --STREET APPROACH SAME SURFACING GENERAL NOTES 7 1 z' w 2 D SUBGRADE IXr_� tea- (RADIUS TO BE AS (,' AS MANUNE ROADWAY (SEE NOTE 3) ON 32 3 4 (83Mm") DNA [38mm] ,H SHOWN ON PLANS) ,07, 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 BOLT CI LE [699mm] _ FILL COMBINATION UNOERDRNN OIN (TYPICAL) P SHOULDER LINE (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO 0 26 1/4" DIA 7 LINE I I• EDGE OF PAVEMENT SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB �- [667mm] `1 [t78mm] 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES [ 9o. / GG-2 ON84` 6 CONFIGURATION. COMBINATION UNDERDRAIN CD-2 ON FILLS RAVEL LANES 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE CENTER LINE SECTION i - - - i e e SIDEWA K USED WITH THIS STANDARD. I 24' DIA FOR THE PURPOSE OF IMAGERY COLLECTION. I J SIDEWALK K (WITH TYPE 15ELECT MATERIAL) I' EDGE OF PAVEMENT (SEE 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. SHOULDER LINE -- NOTE 5) FLOW LINE UNPAVED SPACE FLOW LINE 3. MANLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 'A R/W LINE (EXCEPT ANY SUBGRADE HIGH CAN BI TRENCH PLACEMENT YPICAL)'�I TOE OF FILL ----�M t-----� REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE 28 7/16 DIA 5/8" THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. EXPANs1oN 9 EXPANSION OMITTED IN THE ENTRANCE.) [722mm] 116mm] E-PAVEMENT SURFACE M BASE JOINT JOINT LIMITS OF PAY FOR 4. RADIAL GLRB OR COMBINATION CURB AND GUTTER 36" DIA co 26• o F SUBBASE OUTLET PIPE SHALL NOT E CONSTRUCTED BEYOND THE R/W LINE 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. NOTE: SHOW B' TYP DR AS �� MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. O O (g14mm] 660mm 1 1/2. o- - o - c - +i - o .�-_SELECT MATERIAL TYPE IOR II SHOWN ON TYPICAL SECTION. A PLAN VIEW SHOWING PLACEMENT OF 13/16 [38mm] 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. �. R57 AGGREGATE, R8 AGGREGATE OR CRUSHED CD-2 UNDERDRAIN PLAN VIEW ENTRANCE NOTES FRAME SECTION [20mm] GLASS MEETING x8 GRADATION REQUIREMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). DEDTEXTILE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE 2 (51mm) LETTERS ORNNADE NON -PERFORATED OUTLET PIPE TURNING REQUIREMENTS OF NTIED HEAVY TRUCK (RECESSED FLUSH) FABRIC MNNLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALKEWIX M CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE 1- 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL OR INCREASED TO 7".(SEE CG-13) A \ 1 Q [ 1/B• 1/2" EDGE OF PAVEMENT OR 8%MA%. p [25mm) OPTIONAL FLOW LINE GRADE CHANGE ® _ - p 5. PLANS NEE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 3 13/16" 0 22 13/16" FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PAVEMENT SURFACE 6 BASE MNNLINE ROADWAY --- ---------NOTE 7) THE ENTRANCE. 2 1/8" [97mm] [579mm] 8% MAX. 0 1. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES [54mm 0 25" 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. SVBB SE OR CEMENT STABILIZED SUBBASE GRADE CHANGE ® D" ME LISTED IN THE ALLOWABLE ENTRANCE GRADE 1 3/8" [635mm] SELECT MATERIAL TYPEIIOR SLBGRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET t- .o .o 0 0 0 0 0 0 (CEMENT OR LIME STABILIZED) CONNECTIONS. 0 11/16• [35mm] g/1 $" O.D. OF GKT GROOVE 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. " MTESTED WALL THICKNESS G TO INCHES 5'MI 20'MINMUM FOR [17mm] [14mm SECTION VIEW M57 AGGREGATE, K8 AGGREGATE OR CRUSHED WEAN TESTED ACCORDING TO ASTM D-2412 AT SX DEFLECTION. COMMERCIAL ENTRANCE INTERSECTION NOTES CAM BOLT ] 1/4" (6mm) DMA 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. GE)TEXrILE C1A55 MEETING M8 GRADATION REQUIREMENTS. DRNNADE r-o^ SEE ASSEMBLY NEOPRENE GASKET WHEN CC-11IS USED FOR STREET CO ECTIONS TH FABRIC GENERAL NOTES ® CONSTRUCT GRADE CHANCES WITH A ANABOLIC CURVE. a CONNECTION MUST BE HE APPLICABLE A ACCORDANCE WITH DETAIL (2) RUBBER1/16 % 810 X 1 1/2 AASHTO POLICY AD THE APPLICN3LE REQUIREMENTS BER PART/ OD981046 1. TRENCH SHALL BE SS. WITH AGGREGATE AND THROUCHLY HAND TAMPED TO SIGHT THE MOOT ROAD DESIGN E REQUIREMENTS. STOPPING (l �j 1$00 nrn INSURE COMPACTNESS. SECTION A - A SIGHT DISTANCE AND K VALUE RDUIREMENTS, V C� (2) O�� 1 5/$• (2) BLT HEX 5/B-11X3 1/2 SS 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 9. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A E W PCKBARS [5mm 2�0, [41mm PART) 0088125E APPROACH SLAB PAVEMENT SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (X 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE BrI i m (2) WSHR 5/8 ID 1.50 OD SS SAFE DRINKING WATER ACT). DESIRABLE) GRADE. j� ACROSS THE INTERSECTION. 1 1/8" (29mm) DIA BOSS [ [73mm 63 DNA. STAINLESS STEEL ROD P,�J 00981318 2" B PLAN VIEW BRIDGE -0.2 SUBBASE 3' OUTLETS FOURB R UN ERORNNS?ITOHEY IRE TOT BE LMOCATEDLSTO O AS TO DRAIN INTO )DROP ALLOWABLE ENTRANCE GRADE CHANGES PICKBAR & LOCKLUG HOLE DETAIL 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY CD 5'-0' INLETS OR MANHOLES. 2) NUT HX 5/8-11 ZN NYLK GRECATE BASE MATERIAL TYPE NOTES: PARt'j1 00981284 5'-0 SIZE NO. 218 IS" MIN. DEPTH) 4. ON OPUTLET VPIPPEEOONELOWN SIDE ONLY TO BE UNDER ENTIRE PAVEMENT AREA CLASS A3 °' (` 1. ALL MANHOLES VATHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION (2) NUT 9 JAM 5/8-11 ZN cH.E.S.) 2. ALTERNATIVE LBEDESIGN FOR WATERTIGHT COVERS WILL U CONSIDERED. PARTQ OOB81228 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE S U A MINIMUM OF 1'-0" ABOVE CONCRETE 3. COVERS SHALL BE FIXED TO FRAMES MATH LOCKING LUGS OR SMIUAR ASSEMBLY. INVERT ELEVATION OF REFINING DRAINAGE DITCH OR STRUCTURE. HALL R UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST BE OBTAINED BY THECONTRACTOR. 2 1B35R LOCK LUG S OCCUR U OC US O ) PLACEMENT OF CO-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WINES. ETC.) WI THIN PAY LIMITS FOR OUTLET PIPE ARE TO TYPICAL WATERTIGHT (SHORT) PARTS 00191 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE BRIDGE APPROACH SLABS BE OF HE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. SECTION C C LOCK LUG ASSEMBLY 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE NOTES ALLOWABLE ENTRANCE GRADE TABLE IS NOT MANHOLE FRAME &COVER „ , STRUCTURE. APPLICABLE TO STREET CONNECTIONS COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. N.T.S FIGS)-E SPECIFICATION SPECIFICATION METHOD OF TREATMENT VDOT 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE REFERENCE STANDARD COMBINATION UNDERDRAIN REFERENCE ROAD AND BRIDGE STANpM05 501 (AT GRADE SAGS AND BRIDGE APPROACHES) RREV 8/0 50z (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of 1 WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 701 VRGINA DEPARTMENT OF TRANSPORTATION '08.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 07115 203.04 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TYPE OF PIPE CRUSHING STRENGTH .T 4" NON. DIMIETER "NON. 01PMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 P51 ifiEM 70 PSI Mfflf ENTRANCE VOLUME GRADE CHANGE DESIRABLE MAXIMUM HIGH MORE THAN I500 YPD 0 X 3 X MEDIUM 500-1500 VPD _<3 % 6 % LOW LESS THAN 500 VPD 5 6 X B % TD-32 rn Ol O O W 00 Q "t (V GO in O� T\-I r\H T-I N Lu -, w d (IT JOB NO. 182157 SCALE N/A SHEET NO. 11 D. SMITH 667 731 PLAT I I II IY I I I I I I TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B. 1658 P. 588, 590 PLAT I I I I 15-1330 Z HE 0 560 9 9 0 H N I, _ CONCRETE­---:= -_H�oH_ _ _ - seo GRAVEL STEPS q,^�n..-.. ---- F - - - - DPIVE 4 e pie ----_ - --- --- ----- -- --- INV ----- ------ -- - -- "- ,_-- - - -- - -- -- - FULL OF DEBRIS - s --- -- -- - - - -- --- --- 3HTo Pole -_- .. ------ - ° MP 90-21G-------- ----- _ HERECTO FTHE UNIVERSIR AND VISITORS TYOFVIRGINIA - B.P. o1-1T OHN CJ ----�- p X111I WPB P. 75 � ---- INVOUT ±at"8 ' IFI <T' - FULL OF DEBRIS R INV OUT 55 .99 Tli FULL OF DERIS W TMP ((90-21E .-DIEILEE MINNIE LEE D.B. 3716 F D.B. 325 P. I I i I I Structure Area (Acres) Cw to. (Min.) 2 0.33 0.75 6.0 2B 0.13 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 IOB 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 34 0.00 0.90 5.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.11 0.75 6.0 42 0.14 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 64 0.00 0.90 5.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 76 0.10 0.75 6.0 78 0.00 0.90 5.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 88 0.00 0.90 5.0 90 0.20 0.65 6.0 92 0.11 0.65 6.0 94 0.12 0.65 6.0 96 0.45 0.50 6.0 98 0.38 0.60 7.0 102 0.36 0.65 7.0 104 0.19 0.70 6.0 106 1.00 0.90 5.0 108 0.00 0.90 5.0 112 3.40 0.40 14.0 14 1.03 0.50 11.0 YD1 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7 0.00 0.90 5.0 YD7A 0.00 0.90 5.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8A 0.00 0.90 5.0 YD8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YDI1 0.00 0.90 5.0 YD11A 0.04 0.50 6.0 YD12 0.00 0.90 5.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13 0.00 0.90 5.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.12 0.40 6.0 YD13D 0.00 0.90 5.0 YD13E 0.04 0.40 6.0 YD13F 0.00 0.90 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD13I 0.09 0.35 6.0 YD13J 0.00 0.90 5.0 YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16 0.00 0.90 5.0 YD16A 0.22 0.40 6.0 YD16B 0.00 0.90 5.0 YD16C 1.28 0.35 12.0 YD16D 0.66 0.35 12.0 YD16E 1.42 0.40 12.0 YD16F 0.17 0,35 8.0 ROOF1 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOF3 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF? 0.04 0.90 5.0 ROOF8 0.04 0.90 5.0 ROOF9 6.00 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF 18 0.09 0.90 5.0 j TMP 90-34A FAITH TEMPLE CHURCH; LOUISE C IGHT, ROBERT S WRIGHT, HOWARD G _ , CAREY ETAL TRUSTEEENC- `p I OiNT -6, NAI S S FLAVEYSHER CONTRO ,-_ 1 D.B. 2180 PG 266 -'- DINT T-6, NAIL AN FLASHER I \ � _ OUSESIRINE 3883416.519 ' _ \ I TMP 90 33A aa1275.577 FAITH TEMPLE CHURCH; JANETH E NATION 649.10 ! _� - - DANIELS,HOWARDGCAREYYETAL \ oMH • a��-■rFr••■■■■■■r■•••■■■■.■u•■■■•■■■u,■u■u■u■■■• MATCHLINE - SEE S4ET g TRUSTEEB. 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AND ROWENA M. SNOW • ■ ♦ ♦ . �► . • YDyA s�o • • D 11 702 P. 792 • :1 x�� • .. ♦ ■ ♦♦1♦ v j, ' �_ 556 , f - a L Il 1. I56� j �t D.B. 657 P. 234 PLAT • •,•� I_ - - -- I .11 : " • ♦ ♦ ..\ ■ ♦� " ■r■ .r-. ■t f YD4 :i i - Ip ■ I • - ■ • ♦ I TMP `E V C ♦ + ••' S5 • ■ . r•• 10 1 • - I S • • • ,STEVEN W. AND BE C.JOHNSON � • § • ♦ y" 564 �♦•+ •■■■•• � - • • ♦ I - D.B. 1026 P. t15 _ p �' , ^ r- III' • ' ■ • 6 YD16F ♦ • S • ♦ r:--------- 106 �i • ■ • ♦ -- D.B. 629 P. 616 T ■ ♦ - L- • YDl ' - u � 1 4 1 ■ s6 • YDiSE • �----�... � � " i i r ', � f i I i I : ♦ ■..■ ♦ oo♦ I I ■ ■ a - _ '■. I • 560 '� p _ ---------- i ' ■ �F "" ■ -- - '-'_-_ --. 58---i --.- • 556 : : i IL_ i l - j • Oss ` � :♦♦ :■ • . . �' I �- - . - ■ sso • • � ' I ■ -- RO Fsz � ; ■ • � ♦♦ ♦♦ I i I ■ l I ■ � � sso � : ■ � i I : ♦♦� ♦� ■ I I • ♦♦• I ° 82 - • ♦♦♦ i ♦ ••♦ ■ ■ ♦ ■ • ■ ss° ss TMP 90 5V 0 ♦♦ ,I II -�I I I � • ♦♦ ! 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I •■ -" ♦ ♦ ' ■ L I I I I J'I`_ ♦ m i YD10 - .. • p i ♦ I ; I 10 542 " • ♦ ■ sso - r-----r8 ♦ - - ■ YDz .' ::: ♦ - - - ROOF6 - • - +♦' YD16D 76 ------ •_ _ . w • ■ - _ Igo ■ ------------- ♦ F HVV LANE I I o _ --- --- -oit■ .a. ----- .... .••.' 0 .w+ ---�i� - ♦ �♦ r• 6 •♦� • i TMP90-27 � �'..■ I I �■.-.�■-= %8 L....-...�N �_ _ � ���._ -.■.. - 5 ++. 6 • :..�..... 5 ....• .� p � - : • LOT to I - - - - - , ROGER SCHICKEDANTZ I , - : - . ___ ♦ e• - _ \S3`P 1 : • � i D.B. 1244 P. 461 �_' _------------ D.B. �♦♦ * -I----F---'____ - - - _ � ♦ ■ • �I 629 P. 616 PLAT iN j -___. ___ ___ i -- ____ ___-__ _ - -.11. `___ ____ . ___"___ _. - ---_ . - __ - - __ -_ r■ ♦ e d • ■ �• D.B. 530 P. 164 PLAT ♦ • ♦ • • • ■ ■ _J ♦ ■ • ' \ II' I ' I I I I I I _� 1J -. I - I I I.. I I I I I I I - • � ♦ _--- ----U56BL--�I 'I I ♦ 72 55 ■ VDH ♦♦ -� - - -1 - - - -- ♦-.-_ Are- -- _ - - ss ♦+ i ' ■ 2B M_♦♦♦ I ss' ♦♦♦ _ . - -- -- - - - -`^-- o ♦ s w� o ♦♦ - - BENCH MA RKK ••♦• sae ♦■ r ja■ _ ♦♦ CHARLOTTESVR•LE GI S 0 d° h;; ••••• - p ♦ a -♦ - ♦♦ - �I`^1' ♦ ROUSE-SIRINE e r�+• ♦ - : • - -- - - �} ! _ ,- 9�ATION 105 P „ • ,,.■■A{■.■....■■■ �� 10 2 Q • ♦ •� N3882993.340 i • • P ---- -_-, + ••• • sal .... r ♦♦ ♦�---------- - ------ , �-r -- -- -- ---- ------ - �E -4 82334,683 • • •+ • • EL • h------ -- 550 55i �♦ 0"----- ------ 8 ------ - ♦-r----- Fo ---- ---- --- le &Pharr ---- _ --- ♦ w j I A1T04�L,a\7\ ♦ _-__-_ _ _sue _`sari■■■ ----- ♦;-___-__-__-__- 55 54 544�++errvrp -_ - - Ii --___._ _--___. -_ - - - - -- - - _ 8 ;° �•Lk�l. RT-2o 80') SCOTTSVILL LF 5 �PN - - --- • NWPB.1 PG.3P�1, • - 2 4 1 r - ■ ■■■ s 1 ♦ 53o. p SIG MAILBOX ;.,'- r� ❑ � -- -- -- ---- - -- '' "'♦ y - -- - ■■■••■■..■.............----- . ♦�• -- e - - -- IL G2-- - ----- - ------ - -- --- - - _ _- SIGN � - y ---- - - ..MAILBOX - --- --- _ - �. _ .� , - - _ - --- -- MAILBOX --------------- -- _ oHT oyN _ I sso Pole, _ - o _-/ � -------- oHT ol+ry -- �. -" - INV IN. 'o, M --MA_1L60 ---- ■■■■■■■■■■■■■ ---- NV ° ---- _-__ .-/'` iFF Q OHT off S r, �, ------------------------ --------------- ---- --' hone„----�-- `�------- 527.60 0 "4;. P- -527.332 T _----- „----"---- - -- -----~ ■■■■■■•■■■■■ --- - X - ■■ p - oxlmote - -- �,_ - --------- - - ---- .II ` A lox. 1. 2 PCOP.11 Esmt. VDH. ----- ------ ------- �iRAPHI r TMP 91-19 / I�JN' �U Pl1bIC tiErVIC2 ESm t. ` D - TMP 90-21B D.B L71 P.305 �u \ D. B.462 P.116 MON. --� LOT . m \ \------- - - - STE H NB. HENRY ' \, ---- ,' D.B. 2816 .36,3 -----I LOT II < DB 17 P. BATTEN, JR. I y ------------ - - -� D.B. 1717 P. 33 TMP 90-21H /� - - D.B. 338 P. 36, 37 PLAT , WIL , d D.B. 1350 P. 226, 227 PLAT r v EV I' N DOROTHYB. HUNT PLAT Q �Q c -- IDOROTHY B. HUNT 60 0 30 6,'0 a 12d lacED35-' -_may 240 D.B. 1 T I N D.B. 3289 P.68 71 P \ v `\ 1 PLAT _ _s D.B. 3289 P. 31' 7 I� 0 �19.13 t, / D:B. 1717 P. 31' ^ D.B. 1717 P. 31 Z a D.B. 1350 P. 226, 227 PLAT +\ Po \ \ D.B. 1350 P. 226,227 PLAT III �N / G?' \m9g\ \ --- -- �2,'\ \ I ( IN FEET ) I \ \ 1 inch - 60 ft. 1 n. - Top �T H of SCOTT R. COLLINS Z U No. 35791 111 �0 �'S�NATAL E ;O) Z Z J Ci H Cn m w to 0 J z o in z Ww w W w ciff 11 U') JOB NO. 182157 SCALE 1" = 301 SHEET NO. 12 Design Storm Year = 10 Design Storm Year = 10 Design Year: 10 Project: Springhill Job #: 182157 Prepared by: AML, PE 1H 0 o � SCOTT R. COLLINS'� C-) No. 35791 IoNAL JUNCTION LOSS WM INLET WATER SURFACEELEV. I DOWNSTREAM DOWNSTREAM INVERT Zz O W _O ~ a U w � z O > w w Q,Lr)-i Q CO =) cn J Q z rn -' Lu co Illllllllllllllf■ Co N c N O N N Q w J J U) W O Q _ W() � Lu � ulU � W Z w — U IJ w IJ Q O 0 z Q J r w J Q z LL.LD ' W (D J J J J � = z w U) z O Q J V J Q V W l� Q Q 00-0 o w w JOB NO. 182157 SCALE N.A. SHEET NO. 13 1 11 1 •1 1 11 � 1 1 ��------_- III 1 •1 III �� '®®' ------_- ® III 1 •1 III �� '®'' ®------_- '► --_--_- .� .11 � III. ®��� III 1 ' 1 III �®��------_- _ ►' --_----�� '®: III. �' ��® ► --_----��� III �' �®® ► --_----��� III ' ��®' 1 11 1 •1 1 11 ��®�------_- 1 11 1 •1 1 11 ����------_- 1 11 1 •1 1 11 ����------_- l e• I I e l I I®' 1 ��-----��- _ 1 11 1 •t 1 11 ����------_- _ 1 11 1 •1 1 11 ®���------_- -_____-��� _-____-_-__ 1 it 0� 1 11 �� 1 ► � I , I I -_____-��� 11 111 ®111 11 m� 1 1• for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5inthr for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr * gutter longitudinal slope of 0.001 should be used in a sump condition * 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 - 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 - 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. 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. H 0� /�� SCOTT R. COLLINS'� NO. 35791 ��10 ��SSIONAL E�01 STRUCTURE DRAIN Zz O W _O ♦- a � 0 � O U) w w Q Q m � to J Q z rn '-' � 11 rl M M N N TOT VJ N Q > w J J > LD O Q / I. W _ Lij v) LnrrD �-f1--q w Zw L.I_ - Jw �'�/� J1�1� Q V 0 N z Q ^J 11 w 1 I--4 V / Q z U W � J '� J J uz w i1 �/'� V I z O J D V J V W z_ <�/ L_L 0 1- W W V) JOB NO. 182157 SCALE N.A. SHEET NO. 1 AGE D (IN) FLOW TYPE INLET' TYPE AREA (FT2) PERIMETER (FT) A (ACRES) C I (IN/fIR) Q (CFS) YD1 12"NyloplastYardWet 0.42 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YD1 12" Nyloplast Yard Wet 0.42 4.49 0.11 0.50 6.50 0.358 1.07 WEIR FLOW YDI 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.11 0.50 4.00 0.220 1.23 WEIR FLOW YDl 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.11 0.50 6.50 0.358 1.69 WEIR FLOW YD2 15" Nyloplast Yard Wet 0.64 5.40 0.12 0.30 4.00 0.144 0.51 WEIIt FLO W YD2 15" Nyloplast Yard Wet 0.64 5.40 0.12 0.30 6.50 0.234 0.71 WEIR FLO W YD2 15" Nyloplast Yard Wet - 50%clogged 0.32 2.70 0.12 0.30 4.00 0.144 0.82 WEIR FLO W YD2 15"Nyloplast Yazd Wet - 50%clogged 0.32 2.70 0.12 0.30 6.50 0.234 1.13 WEIR FLOW YD3 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLO W YD3 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLO W YD3 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLO W YD3 12" Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLO W YD4 30" Nyloplast Yard Wet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIR FLO W YD4 30" Nyloplast Yard Wet 2.85 8.60 1.64 0.55 6.50 5.863 4.00 ORIFICE FLO W YD4 30" Nyloplast Yazd Wet - 50%clogged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4 30" Nyloplast Yazd Wet - 50%clogged 1.43 4.30 1.64 0.55 6.50 5.863 7.03 ORIFICE FLOW YD4A 30" Nyloplast Yard Wet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIR FLO W YD4A 30" Nyloplast Yard Wet 2.85 8.60 1.64 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4A 30" Nyloplast Yazd Wet - 50%clogged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLO W YD4A 30" Nyloplast Yard Wet - 50%clogged 1.43 4.30 1.64 0.55 6.50 5.863 7.03 ORIFICE FLOW YDS 12" Nyloplast Yard Wet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLO W YDS n 12 N to last Yard Wet Y P 0.42 4.49 0.08 0.35 6.50 0.182 0.6 8 WEIR FLO W YDS 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLO W YDS 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIR FLO W YD6 15" Nyloplast Yard Wet 0.64 5.40 0.21 0.45 4.00 0.378 0.98 WEIR FLO W YD6 15" Nylopl STRUCTURE DRAINAGE D (TN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YD13C 12" Nyloplast Yard Wet 0.42 4.49 0.12 0.40 4.00 0.192 0.71 WEIR FLO W YD13C 12"NyloplastYard Wet 0.42 4.49 0.12 0.40 6.50 0.312 0.98 WEIR FLOW YD13C 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.12 0.40 4.00 0.192 1.12 WEIR FLOW YD13C 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.12 0.40 6.50 0.312 1.55 WEIR FLOW YD13E 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.40 4.00 0.064 0.34 WEIR FLOW YD13E 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.40 6.50 0.104 0.47 WEIR FLOW YD13E 12" Nyloplast Yazd Inlet - 50%clogged 0.21 2.25 0.04 0.40 4.00 0.064 0.54 WEIR FLO W YD13E 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.04 0.40 6.50 0.104 0.74 WEIR FLOW YD13G 15"NyloplastYazdInlet 0.64 5.40 0.06 0.50 4.00 0.120 0.46 WEIR FLOW YD13G 15" Nyloplast Yard Wet 0.64 5.40 0.06 0.50 6.50 0.195 0.63 WEIR FLOW YD13G 15" Nyloplast Yazd Wet - 50%clogged 0.32 2.70 0.06 0.50 4.00 0.120 0.72 WEIIt FLOW YD13G I5"NyloplastYardInlet-50%clogged 0.32 2.70 0.06 0.50 6.50 0.195 1.00 WEIR FLOW YD13H 12" Nyloplast Yard Wet 0.42 4.49 0.11 0.40 4.00 0.176 0.67 WEIR FLOW YD13H 12"NyloplastYardWet 0.42 4.49 0.11 0.40 6.50 0.286 0.92 WEIR FLOW YD13H 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.11 0.40 4.00 0.176 1.06 WEIR FLOW YD13H 12"NyloplastYazdInlet-50%clogged 0.21 2.25 0.11 0.40 6.50 0.286 1.46 WEIR FLOW YD13I 24" Nyloplast Yard Wet 1.35 6.48 0.09 0.35 4.00 0.126 0.42 WEIR FLOW YD 13I 24" Nyloplast Yard Wet 1.35 6.48 0.09 0.35 6.50 0.205 0.58 WEIR FLO W YD 13I 12" Nyloplast Yard Wet - 50%clogged 0.68 3.24 0.09 0.35 4.00 0.126 0.66 WEIR FLO W YD13I 12" Nyloplast Yard Wet - 50%clogged 0.68 3.24 0.09 0.35 6.50 0.205 0.92 WEIR FLOW YD13K 12" Nyloplast Yard Inlet 0.42 4.49 0.12 0.45 4.00 0.216 0.76 WEIR FLOW YD13K 12"NyloplastYardInlet 0.42 4.49 0.12 0.45 6.50 0.351 1.05 WEIR FLOW YD13K 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.12 0.45 4.00 0.216 1.21 WEIR FLOW YD13K 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.12 0.45 6.50 0.351 1.67 WEIR FLOW YD13L 12" Nyloplast Yard Wet 0.42 4.49 0.08 0.60 4.00 0.192 0.71 WEIR FLOW YD13L 12" Nyloplast Yard Wet 0.42 4.49 0.08 0.60 6.50 0.312 0.98 WEIR FLOW YD13L 12" Nyloplast Yazd Inlet - 50%clogged 0.21 2.25 0.08 0.60 4.00 0.192 1.12 WEIR FLOW YD13L 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.08 0.60 6.50 0.312 1.55 WEIR FLOW YD 13M 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.60 4.00 0.096 0.44 WEIR FLO W YD13M 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.60 6.50 0.156 0.61 WEIIt FLOW YD13M 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.04 0.60 4.00 0.096 0.71 WEIIt FLOW YD13M 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.04 0.60 6.50 0.156 0.98 WEIR FLOW YD13N 12" Nyloplast Yard Inlet 0.42 4.49 0.01 0.30 4.00 0.012 0.11 WEIR FLOW YD13N 12" Nyloplast Yard Inlet 0.42 4.49 0.01 0.30 6.50 0.020 0.15 WEIR FLOW YD13N 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.01 0.30 4.00 0.012 0.18 WEIR FLOW YD13N 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.01 0.30 6.50 0.020 0.24 WEIR FLOW YD130 12" Nyloplast Yard Wet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YD130 12" Nyloplast Yard Wet 0.42 4.49 0.08 0.35 6.50 0.182 0.68 WEIR FLOW YD130 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YD 130 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIR FLO W YD13P 12" Nyloplast Yard Wet 0.42 4.49 0.30 0.30 4.00 0.360 1.07 WEIR FLOW YD13P 12"NyloplastYazdWet 0.42 4.49 0.30 0.30 6.50 0.585 1.48 WEIR FLOW YD13P 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.30 0.30 4.00 0.360 1.70 WEIR FLOW YD13P 12"NyloplastYazdWet-50%clogged 0.21 2.25 0.30 0.30 6.50 0.585 3.22 WEIR FLOW YD14 12" Nyloplast Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.108 0.48 WEIR FLOW YD14 12"NyloplastYardWet 0.42 4.49 0.09 0.30 6.50 0.176 0.66 WEIR FLOW YD14 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.09 0.30 4.00 0.108 0.76 WEIR FLOW YD14 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.09 0.30 6.50 0.176 1.05 WEIR FLOW YD15 24" Nyloplast Yard Wet 1.35 6.48 0.10 0.35 4.00 0.140 0.45 WEIR FLOW YD15 24" Nyloplast Yard Wet 1.35 6.48 0.10 0.35 6.50 0.228 0.62 WEIR FLOW YDIS 12" Nyloplast Yazd Inlet - 50%clogged 0.68 3.24 0.10 0.35 4.00 0.140 0.71 WEIR FLO W YD15 12" Nyloplast Yard Inlet - 50%clogged 0.68 3.24 0.10 0.35 6.50 0.228 0.98 WEIR FLOW YD15A 24" Nyloplast Yard Wet 1.35 6.48 0.05 0.50 4.00 0.100 0.36 WEIR FLO W YD15A 24" Nyloplast Yard Inlet 1.35 6.48 0.05 0.50 6.50 0.163 0.49 WEIR FLOW YD15A 12" Nyloplast Yard Wet - 50%clogged 0.68 3.24 0.05 0.50 4.00 0.100 0.57 WEIR FLOW YD15A 12" Nyloplast Yazd Wet - 50%clogged 0.68 3.24 0.05 0.50 6.50 0.163 0.78 WEIR FLOW YDISB 12"NyloplastYardWet 0.42 4.49 0.06 0.30 4.00 0.072 0.37 WEIR FLOW YD15B 12"NyloplastYard Wet 0.42 4.49 0.06 0.30 6.50 0.117 0.51 WEIR FLOW YD15B 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.06 0.30 4.00 0.072 0.58 WEIR FLOW YD15B 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.06 0.30 6.50 0.117 0.80 WEIR FLOW YD15C 12" Nyloplast Yard Wet 0.42 4.49 0.09 0.50 4.00 0.180 0.68 WEIR FLOW YD15C 12"NyloplastYazdInlet 0.42 4.49 0.09 0.50 6.50 0.293 0.93 WEIR FLOW YD15C 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.09 0.50 4.00 0.180 1.07 WEIR FLOW YD15C 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.09 0.50 6.50 0.293 1.48 WEIR FLOW YD15D 12"NyloplastYazd Wet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD15D 12"Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15D 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD15D 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW YDISE 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.50 4.00 0.080 11.39 WEIR FLOW YD15E 12" Nyloplast Yard Wet 0.42 4.49 0.04 0.50 6.50 0.130 O.S4 WEIR FLOW YD15E 12" Nyloplast Yard Inlet - 50%clog-ged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD15E 12" Nyloplast Yazd Inlet - 50%clogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW YD16A 12"NyloplastYard Wet 0.42 4.49 0.22 0.40 4.00 0.352 1.06 WEIR FLOW YD16A 12"NyloplastYazdWet 0.42 4.49 0.22 0.40 6.50 0.572 1.46 WEIR FLOW YD16A 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.22 0.40 4.00 0.352 1.68 WEIR FLOW YD16A 12" Nyloplast Yazd Wet - 50%clogged 0.21 2.25 0.22 0.40 6.50 0.572 3.08 WEIR FLOW YD16C 30" Nyloplast Yard Inlet 2.85 8.60 1.28 0.35 4.00 1.792 2.03 WEIR FLOW YD16C 30" Nyloplast Yard Wet 2.85 8.60 1.28 0.35 6.50 2.912 2.80 WEIR FLOW YD16C 30" Nyloplast Yazd Wet - 50%clogged 1.43 4.30 1.28 0.35 4.00 1.792 3.22 WEIR FLOW YD16C 30" Nyloplast Yazd Wet - 50%clogged 1.43 4.30 1.28 0.35 6.50 2.912 4.00 ORIFICE FLOW YD16D 24" Nyloplast Yard Wet 1.35 6.48 0.66 0.35 4.00 0.924 1.57 WEIR FLOW YD16D 24" Nyloplast Yard Wet 1.35 6.48 0.66 0.35 6.50 1.502 2.18 WEIR FLOW YD16D 12" Nyloplast Yard Wet - 50%clogged 0.68 3.24 0.66 0.35 4.00 0.924 2.50 WEIR FLOW YD16D 12" Nyloplast Yard Wet - 50%clogged 0.68 3.24 0.66 0.35 6.50 1.502 3.45 WEIR FLOW YD16E 30" Nyloplast Yard Inlet 2.85 8.60 1.42 0.40 4.00 2.272 2.38 WEIR FLOW YD16E 30" Nyloplast Yard Wet 2.85 8.60 1.42 0.40 6.50 3.692 3.28 WEIR FLOW YD16E 30" Nyloplast Yazd Wet - 50%clogged 1.43 4.30 1.42 0.40 4.00 2.272 3.77 WEIR FLOW YD16E 30" Nyloplast Yard Inlet - 50%clogged 1.43 4.30 1.42 0.40 6.50 3.692 4.00 ORIFICE FLOW YD16F 12" Nyloplast Yard Wet 0.42 4.49 0.17 0.35 4.00 0.238 0.81 WEIR FLOW YD16F 12"NyloplastYardWet 0.42 4.49 0.17 0.35 6.50 0.387 1.13 WEIR FLOW YD16F 12" Nyloplast Yard Wet - 50%clogged 0.21 2.25 0.17 0.35 4.00 0.238 1.29 WEIR FLOW YD16F 12" Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.17 0.35 6.50 0.387 1.79 WEIR FLOW STRUCTURE DRAINAGE D (IN) FLOW TYPE IIVI,ET TYPE AREA (FT2) P�rMRrER (FT) A (ACRES) C I (IN/HR) Q (CFS) 112 DI-7 5.98 12.83 3.40 0.40 4.00 5.44 3.3 WEIR FLOW 112 DI-7 5.98 12.83 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW 112 DI-7-50%clogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 DI-7 - 50%clogged 2.49 6.42 3.40 0.40 6.50 8.84 4.0 ORIFICE FLO W INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet v N .�.. � c d n � F o C O � a > � � U � N � N a�i c°� � 0 3 Ol U � m � � � 'm � o � o Q F r ¢ ti v ci c� o � n c C On � y � ' � � y .L. o V ;; c o � o m �b O �+ 'O o iu m � � � � o� rj a � � W 41 vi in � � � r w° a4 � m 9 tV N �N�, x w ° G U N C 3 rn � � Y � d o � m � � C � + � � Z' o E � � to v � � � � � II II N \ C � O 2' X � in in � � ui cx � c10i � 26 3B 6.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1466 0.1593 4.75 1.26 1.00 0.39 0.00 4 3B 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0500 0.0200 2.0 0.0833 4.1650 2.59 3.5192 0.1466 0.0200 15.71 0.38 1.00 0.18 0.00 6B 3B 14.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0833 4.1650 6.72 3.5192 0.1466 0.0200 29.33 0.48 1.00 1.48 0.00 8 36 10.0 0.17 0.65 0.111 0.44 0.00 0.44 0.0700 0.0200 2.0 0.0833 4.1650 3.41 3.5192 0.1466 0.0200 25.34 0.39 1.00 0.44 0.00 8B 36 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.0 0.0833 4.1650 3.75 3.5192 0.1466 0.0200 28.20 0.43 1.00 0.57 0.00 10 36 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 3.5192 0.1466 0.0200 26.35 0.38 1.00 0.33 0.00 10B 36 16.0 0.30 0.75 0.225 0.90 0.00 0.90 0.1200 0.0200 2.0 0.0833 4.1650 4.02 3.5192 0.1466 0.0200 40.16 0.40 1.00 0.90 0.00 12 36 8.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1200 0.0200 2.0 0.0833 4.1650 2.20 3.5192 0.1466 0.0200 20.43 0.39 1.00 0.18 0.00 14 36 10.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0300 0.0200 2.0 0.0833 4.1650 4.64 3.5192 0.1466 0.0200 23.26 0.43 1.00 0.66 0.00 16B 36 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0300 0.0200 2.0 0.0833 4.1650 3.92 3.5192 0.1466 0.0200 19.24 0.42 1.00 0.42 0.00 18 36 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 3.5192 0.1466 0.0200 32.40 0.37 1.00 0.54 0.00 20 36 10.0 0.09 0.75 0.068 0.27 0.00 0.27 0.1200 0.0200 2.0 0.0833 4.1650 2.56 3.5192 0.1466 0.0200 24.22 0.41 1.00 0.27 0.00 22 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1200 0.0200 2.0 0.0833 4.1650 2.33 3.5192 0.1466 0.0200 21.79 0.37 1.00 0.21 0.00 24 38 4.0 0.05 0.90 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3.45 3.5192 0.1466 0.0200 9.95 0.40 1.00 0.18 0.00 26 38 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0109 0.0200 2.0 0.0833 4.1650 4.47 3.5192 0.1466 0.0200 13.31 0.45 1.00 0.36 0.00 30 38 12.0 0.16 0.65 0.104 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 3.01 3.5192 0.1466 0.0200 29.04 0.41 1.00 0.42 0.00 30B 38 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 3.5192 0.1466 0.0200 32.40 0.37 1.00 0.54 0.00 32 3B 10.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0820 0.0200 2.0 0.0833 4.1650 3.08 3.5192 0.1466 0.0200 24.49 0.41 1.00 0.36 0.00 32B 38 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3.41 3.5192 0.1466 0.0200 27.51 0.36 1.00 0.48 0.00 36 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0411 0.0200 2.0 0.0833 4.1650 3.26 3.5192 0.1466 0.0200 18.35 0.44 1.00 0.30 0.00 38 36 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 3.36 3.5192 0.1466 0.0200 15.68 0.38 1.00 0.27 0.00 40 36 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0222 0.0200 2.0 0.0833 4.1650 3.79 3.5192 0.1466 0.0200 15.88 0.38 1.00 0.33 0.00 42 36 8.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0184 0.0200 2.0 0.0833 4.1650 4.40 3.5192 0.1466 0.0200 17.07 0.47 1.00 0.45 0.00 46 3B 4.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3.45 3.5192 0.1466 0.0200 9.95 0.40 1.00 0.18 0.00 48 3B 6.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.0200 2.0 0.0833 4.1650 4.61 3.5192 0.1466 0.0200 13.76 0.44 1.00 0.39 0.00 50 3B S.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 3.5192 0.1466 0.0200 21.38 0.37 1.00 0.54 0.00 52 3B 12.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.36 3.5192 0.1466 0.0200 28.12 0.43 1.00 0.72 0.00 54 36 16.0 0.52 0.65 0.338 1.35 0.00 1.35 0.0500 0.0200 2.0 0.0833 4.1650 5.52 3.5192 0.1466 0.0200 36.64 0.44 1.00 1.35 0.00 58 36 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 3.5192 0.1466 0.0200 19.93 0.40 1.00 0.33 0.00 60 36 10.0 0.10 0.75 0.075 0.30 0.00 0.30 0.1200 0.0200 2.0 0.0833 4.1650 2.66 3.5192 0.1466 0.0200 25.31 0.40 1.00 0.30 0.00 62 36 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.1200 0.0200 2.0 0.0833 4.1650 2.94 3.5192 0.1466 0.0200 28.26 0.35 1.00 0.39 0.00 66 36 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 3.5192 0.1466 0.0200 26.35 0.38 1.00 0.33 0.00 68 36 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 3.5192 0.1466 0.0200 9.17 0.44 1.00 0.07 0.00 80 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 3.99 3.5192 0.1466 0.0200 15.96 0.38 1.00 0.36 0.00 82 3B 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 4.01 3.5192 0.1466 0.0200 16.04 0.37 1.00 0.36 0.00 84 3B 8.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0596 0.0200 2.0 0.0833 4.1650 3.27 3.5192 0.1466 0.0200 22.26 0.36 1.00 0.36 0.00 90 3B 12.0 0.20 0.65 0.130 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.39 3.5192 0.1466 0.0200 30.11 0.40 1.00 0.52 0.00 92 3B 10.0 0.11 0.65 0.072 0.29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1650 2.71 3.5192 0.1466 0.0200 23.43 0.43 1.00 0.29 0.00 94 3B 8.0 0.12 0.65 0.078 0.31 0.00 0.31 0.0643 0.0200 2.0 0.0833 4.1650 3.04 3.5192 0.1466 0.0200 21.34 0.37 1.00 0.31 0.00 96 3B 12.0 0.45 0.50 0.225 0.90 0.00 0.90 0.0460 0.0200 2.0 0.0833 4.1650 4.82 3.5192 0.1466 0.0200 30.12 0.40 1.00 0.90 0.00 98 3B 12.0 0.38 0.60 0.228 0.91 0.00 0.91 0.0392 0.0200 2.0 0.0833 4.1650 4.99 3.5192 0.1466 0.0200 28.87 0.42 1.00 0.91 0.00 104 3B 8.0 0.19 0.70 0.133 0.53 0.00 0.53 0.0189 0.0200 2.0 0.0833 4.1650 4.67 3.5192 0.1466 0.0200 18.49 0.43 1.00 0.53 0.00 114 3B 16.0 1.03 0.50 0.515 2.06 0.00 2.06 0.0215 0.0200 2.0 0.0833 4.1650 7.58 3.5192 0.1466 0.0200 33.94 0.47 1.00 2.06 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings C fficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet w o. c � rn � �° U C G � N a �� (V N N N IC w J W y � + O N U N C o £ � a� � iu rn � o u 3 � w o c u iu yn, c d c°� c c � o v � � � 3 � � w � Y c o n °� m � c � � ° � � a; m �° Oj r+ � � � Z m y m � � � o � m y � d � c � x 'S m �; o Y � F o m 3 � o z = > > x n w � to a y o `° m p ¢ a a > .� d U U O CY Cl Vi t% � v3i r� H W eo fn iq � � ui C3 � u K 2B 36 6.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1650 4.94 0.89 3.5192 0.1466 0.1505 6.03 0.99 1.00 0.63 0.00 4 36 6.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0500 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 0.1652 5.43 1.11 1.00 0.29 0.00 6B 3B 14.0 0.74 0.50 0.370 2.41 0.00 2.41 0.0210 0.0200 2.0 0.0833 4.1650 8.06 0.68 3.5192 0.1466 0.1197 12.29 1.14 1.00 2.41 0.00 8 36 10.0 0.17 0.65 0.111 0.72 0.00 0.72 0.0700 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9.00 1.11 1.00 0.72 0.00 BB 36 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0700 0.0200 2.0 0.0833 4.1650 4.50 0.92 3.5192 0.1466 0.1549 10.12 1.19 1.00 0.93 0.00 10 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.31 0.98 3.5192 0.1466 0.1637 9.15 1.09 1.00 0.54 0.00 10B 36 16.0 0.30 0.75 0.225 1.46 0.00 1.46 0.1200 0.0200 2.0 0.0833 4.1650 4.83 0.89 3.5192 0.1466 0.1505 14.67 1.09 1.00 1.46 0.00 12 36 8.0 0.05 0.90 0.045 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.64 0.99 3.5192 0.1466 0.1652 7.06 1.13 1.00 0.29 0.00 14 3B 10.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0300 0.0200 2.0 0.0833 4.1650 5.57 0.85 3.5192 0.1466 0.1446 8.70 1.15 1.00 1.07 0.00 16B 36 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0300 0.0200 2.0 0.0833 4.1650 4.70 0.90 3.5192 0.1466 0.1520 6.99 1.15 1.00 0.68 0.00 18 36 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 11.44 1.05 1.00 0.88 0.00 20 3B 10.0 0.09 0.75 0.068 0.44 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 8.37 1.20 1.00 0.44 0.00 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.1200 0.0200 2.0 0.0833 4.1650 2.80 0.99 3.5192 0.1466 0.1652 7.53 1.06 1.00 0.34 0.00 24 3B 4.0 0.05 0.90 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3.55 1.13 1.00 0.29 0.00 26 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0109 0.0200 2.0 0.0833 4.1650 5.37 0.86 3.5192 0.1466 0.1461 4.95 1.21 1.00 0.59 0.00 30 36 12.0 0.16 0.65 0.104 0.68 0.00 0.68 0.1200 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 10.14 1.18 1.00 0.68 0.00 30B 36 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 11.44 1.05 1.00 0.88 0.00 32 3B 10.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0820 0.0200 2.0 0.0833 4.1650 3.69 0.96 3.5192 0.1466 0.1608 8.60 1.16 1.00 0.59 0.00 328 36 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0820 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9.77 1.02 1.00 0.78 0.00 36 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0411 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 6.48 1.23 1.00 0.49 0.00 38 3B 6.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0262 0.0200 2.0 0.0833 4.1650 4.03 0.95 3.5192 0.1466 0.1593 5.54 1.08 1.00 0.44 0.00 40 36 6.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0222 0.0200 2.0 0.0833 4.1650 4.55 0.95 3.5192 0.1466 0.1593 5.61 1.07 1.00 0.54 0.00 42 3B 8.0 0.14 0.80 0.112 0.73 0.00 0.73 0.0184 0.0200 2.0 0.0833 4.1650 5.28 0.87 3.5192 0.1466 0.1476 6.31 1.27 1.00 0.73 0.00 46 3B 4.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3.55 1.13 1.00 0.29 0.00 48 36 6.0 0.15 0.65 0.098 0.63 0.00 0.63 0.0109 0.0200 2.0 0.0833 4.1650 5.53 0.85 3.5192 0.1466 0.1446 5.15 1.17 1.00 0.63 0.00 50 3B 8.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0300 0.0200 2.0 0.0833 4.1650 5.17 0.88 3.5192 0.1466 0.1490 7.65 1.02 1.00 0.88 0.00 52 3B 12.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1650 5.23 0.87 3.5192 0.1466 0.1476 10.39 1.15 1.00 1.17 0.00 54 36 16.0 0.52 0.65 0.338 2.20 0.00 2.20 0.0500 0.0200 2.0 0.0833 4.1650 6.62 0.77 3.5192 0.1466 0.1329 14.42 1.11 1.00 2.20 0.00 58 3B 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0473 0.0200 2.0 0.0833 4.1650 3.94 0.95 3.5192 0.1466 0.1593 7.04 1.14 1.00 0.54 0.00 60 3B 10.0 0.10 0.75 0.075 0.49 0.00 0.49 0.1200 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 8.75 1.14 1.00 0.49 0.00 62 38 10.0 0.13 0.75 0.098 0.63 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 9.87 1.01 1.00 0.63 0.00 66 36 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.31 0.98 3.5192 0.1466 0.1637 9.15 1.09 1.00 0.54 0.00 68 36 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0.1652 3.17 1.26 1.00 0.12 0.00 80 38 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 0.90 3.5192 0.1466 0.1520 5.80 1.03 1.00 0.59 0.00 82 38 6.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.81 0.90 3.5192 0.1466 0.1520 5.83 1.03 1.00 0.59 0.00 84 38 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0596 0.0200 2.0 0.0833 4.1650 3.92 0.97 3.5192 0.1466 0.1622 7.77 1.03 1.00 0.59 0.00 90 36 12.0 0.20 0.65 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.1650 4.07 0.95 3.5192 0.1466 0.1593 10.63 1.13 1.00 0.85 0.00 92 38 10.0 0.11 0.65 0.072 0.46 0.00 0.46 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.1466 0.1637 8.14 1.23 1.00 0.46 0.00 94 3B 8.0 0.12 0.65 0.078 0.51 0.00 0.51 0.0643 0.0200 2.0 0.0833 4.1650 3.65 0.97 3.5192 0.1466 0.1622 7.45 1.07 1.00 0.51 0.00 96 36 12.0 0.45 0.50 0.225 1.46 0.00 1.46 0.0460 0.0200 2.0 0.0833 4.1650 5.78 0.84 3.5192 0.1466 0.1432 11.34 1.06 1.00 1.46 0.00 98 3B 12.0 0.38 0.60 0.228 1.48 0.00 1.48 0.0392 0.0200 2.0 0.0833 4.1650 5.98 0.78 3.5192 0.1466 0.1344 11.29 1.06 1.00 1.48 0.00 104 36 8.0 0.19 0.70 0.133 0.86 0.00 0.86 0.0189 0.0200 2.0 0.0833 4.1650 5.60 0.85 3.5192 0.1466 0.1446 6.92 1.16 1.00 0.86 0.00 114 36 16.0 1.03 0.50 0.515 3.35 0.00 3.35 0.0215 0.0200 2.0 0.0833 4.1650 9.09 0.62 3.5192 0.1466 0.1109 14.69 1.07 1.00 3.35 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 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 m n � � n in vi c m w m a � �- E O � ,! a c � o. N � N v � N N U � O N O_ O, � V " O r� O � O � C) N L N 03 O) U O ?+ -p = f0 O. n a � c � � � m U d d � d '°o .� � J H o 'm O 3 W r0 � = j � x 0_ 3 L N � m � O `` c � m � rn � � � = ra E a > ¢ ¢ c� c� c1 d J rn . rn � rn rn 1= d v F � left 0.17 0.75 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0200 1.0000 9.57 right 0.16 0.75 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 9.36 2 3C 10.0 combined flow 1.6 17 0.14 0.302 6.91 left 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0200 1.0000 6.05 right 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0200 1.0000 6.05 6 3C 6.0 combined flow 0.5 0.08 0.172 3.94 left 0.04 0.65 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.27 right 0.03 0,65 0.020 0.13 0.00 0.13 0.0010 0.0200 2.0 0.0833 4.1650 4.73 16 3C 6.0 cornbinedflow 0.3 0.06 0.123 2.82 left 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 6.14 right 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 6.14 28 3C 6.0 combined flow 0.5 0.08 0.176 4.04 left 0.06 0.65-TO .039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 6.14 right 0.07 0.65 0.046 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0200 1.0000 6.50 56 3C 6.0 combined flow 0.5 0.09 0.186 4.26 left 0.09 0.65 0.059 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0200 1.0000 7.15 right 0.09 0,65 0.059 0.38 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.15 56B 3C 8.0 combined flow 0.8 0.09 0.204 4.67 left 0.09 0.75 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0200 1.0000 7.54 right 0.12 0.75 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0200 1.0000 8.40 70 3C 8.0 combined flow 1.0 0.11 0.248 5.69 left 0.04 0.75 0.030 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0200 1.0000 5.56 right 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.48 76 3C 6.0 combined flow 0.5 0.08 0.172 3.94 left 0.18 0.65 0.117 0.76 0.00 0.76 0.0010 0.0200 2.0 0.0200 1.0000 9.27 right 0.18 0,65 0.117 0.76 0.00 0.76 0.0010 0.0200 2.0 0.0200 1.0000 9.27 F02 3C 10.0 combined flow 1.5 0.13 0.291 6.66 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ii � in � a�a v N N _ n l0 n � � N � N C N N N � N � N = O O rq « O O O G O n t0 � ii 0 � � rn � � o 3 v a t m m � � o 'o � 3 � o � � 5 rn x o. 3 t m E Q. > � ci o 0 of . rxn � cn rn � v � � M. left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 7.80 2 3C 10.0 combined flow 1.0 0.10 0.218 5,00 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 6 3C 6.0 corr�inedflow 0.3 0.06 0.124 2.85 left 0.04 0.65 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.39 right 0.03 0.65 0.020 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C 6.0 combined flow 0.2 0.04 0.089 2.04 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 28 3C 6.0 combined flow 0.3 0.06 0.128 2.92 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.07 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.42 56 3C 6.0 combined flow 0.3 0.06 0.135 3.OS left 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 right 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 566 3C 8.0 combined flow 0.5 0.07 0.147 3.38 left 0.09 0.75 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0200 1.0000 6.29 right 0.12 0.75 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.00 70 3C 8.0 combined flow 0.6 0.08 0.180 4.12 left 0.04 0.75 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0200 1.0000 4.64 right 0.06 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 combined flow 0.3 0.06 0.124 2.85 left 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 102 3C 10.0 combined flow 0.9 0.10 0.210 4.82 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 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. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. - N O 625 \ + H Q 39 PROPOSED 8" 22.5° BEND w \ � 620 1.2' 35 32A H Q TIE-IN TO EXISTING 12" DI WATERLINE Lu WITH PROPOSED 12"x8" T.S.&V. Ln 1 = 61 5 PROPOSED 8" CL. 52 D.I. WATERLINE 4.6' z 3.5 O MIN. v w I' V) 610 41 � z PROPOSED SANITARY SEWER _ PROPOSED VDOT STD. CD-1 SERVICE LATERAL CROSSINGS \ 3 5� \ FILL (TYP.) ,' 6o5 \ 3oA PROPOSED 8"x6" TEE 3.1' 600 (1) - 8" G.V., (i) - 6" G.V. MATCHLINE - SEE THIS SHEET PROPOSED SANITARY SEWER CROSSING 595 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE \ 590 \ PROPOSED VDOT STD. CD-1 \\ °o0 0 \ 585 \ 575 r-7f% 540 535 530 525 RTICAL GRAPHIC SCALE u 25 5 10 20 ( I FEth ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FELT ) 1 inch 0 ft. n n00 00 . 00 00 't � rl riM 0O � 00 -1,O m O � kD ko � 114 0� 0 �0 Ln l0 ko l.D l0 l0 W w � l0 �� 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 H a Ln a Q J O O J z O u Lu Ln Lu H z OPOSED GRADE PROPOSED 8"x8" TEE-Z (3) - 8" G.V. PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE PROPOSED 8" CL. 52 D.I. WATERLINE PVI STA:11+24.33 PVI ELEV: 629.09 K: 12.50 LVC: 12S.00 635 C9M OR Ln TIE-IN TO EXISTING AVON ST. EXT. r1 `+° o I'o � °+° STA.1o+oo, ELEV=631.58 ° Lli 'i LLi Ln u m u W 630 m PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE w PROPOSED VDOT STD. CD-1 -2.00% - N O 625 M Q 39 PROPOSED 8" 22.5° BENDLn w uj 620 1.2' 35 32A ~ z TIE-IN TO EXISTING 12" DI WATERLINE \ w WITH PROPOSED 12"x8" T.S.&V. v=i 61 5 PROPOSED 8" CL. 52 D.I. WATERLINE 4.6' - 3.5' z O MIN. F_ u i' 4 w � 610 I ° 41' � Z _ PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS / 3.5' \\ FILL (TYP.) / 605 3oA PROPOSED 8"x6" TEE 3.1' 600 (1) - 8" G.V., (1) - 6" G.V. MATCHLINE - SEE THIS SHEET PROPOSED SANITARY SEWER CROSSING 595 00 °� ti 00 c � o r. o r o .I m N � O r�n w Ol N L!1 N O 0 N ko � r-1 O 00 O � l0 k.D lD kD �D � m rl? N 0i u m 0�, 0�fSCOTTF R. LLINS'� Lic. No. 035791,'.L, 02/18/20 SIONAL� E� ; Zz < cn Lu w Zz O ¢ m: z c c uu uu Oa U p m 07 07 U)z Lu � -j J a a �// Q w w C a. C za- Lu Lu u ,� w w w - < LV LyL a ce` m U) Lu 00 00 rl 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13- Lu PVI STA:17+99-33 PVI ELEV: 548.og K: 30.00 LVC: i5o.00 J rn ZC`7 C`7 570 CA N M It z It Q 565 w CN m N 0 PVI STA:1g+89.33 Q Q PVI ELEV: 534.79 > O w K:26.So 560 LVC 132.50 � � � _! _ LL o °°_r Ln J O rn rn Lr) M N M +V) M w ON w VJ Ln w sss w z m w PVI STA: 20+91.50 Lu u- w PVI ELEV: 532.76 O z K: 2.50 J EXISTING GRADE LVC: 1o.00 w OW PT. STA: 20+91.50 550 =V (1'► °w + LOW PT ELEV: 532.81 ' U Q , o� ono Q -= a Lr,00 00 �0 N k.D ri w _j In \ + M + M 3.. s + Lr1 + U'1 Oz w \ U; � ur; � 545 06 J \ um uLu lwn � \ \ Zm w[n ,cl� 3 \ TIE-IN TO EXISTING Q >° z m SCOTTSVILLE RD (RT 20) F- �1 O ° a - \ STA. 21+31, ELEz 533-55 540 ui w o \ � J ri (n 'PROPOSED 8" IN -LINE G.V. J + F V \ >�N z 0 N Ln F- O a - a 535u - j Lu LNL \ Ln Lu 37 PROPOSED 8"x8" TEE o\ 0 2 oo9y0 r ^ 55 (3) - 8 G.V. / rr�nn V J - V 4 I 2A PROPOSED VDOT STD. CD-1J PROPOSED SANITARY SEWER CROSSING HH rl ri ri ri N rl Lr1 Ln C00 l0 0) Ol O CO O N O m O O 1. O . N m . � ci O . � Ln H . Ln IO Ql ' 06 00 N ri '6 m O 00 � 00 m � 00 ci 00 ^ 't' � l0 M 00 Il0 l0 Ln � It - -t 'fi m Ql 00 Ln � lD l0 Lr1 M M m Lr'1 � Lr1 � Lr1 L,..1 Lr1 � Lr1 � Lr1 � Lr1 � L!1 � Ln L!1 l!'� � ef1 � L!1 � Lr1 V) 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 DAUPHIN DRIVE PROFILE PUBLIC ROAD - DESIGN SPEED = 25 MPH FILL (TYP.) \1 PROPOSED VDOT STD. CD-1 1.2 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE 530 0 PROPOSED VDOT STD. CD-1 0 N PROPOSED VDOT STD. CD-2 1oS 525 w ^O Lu H rn ` Mi N Of W 4^� rn Lrl d U) JOB NO. 182157 21+00 21+50 SCALE 11' _ 501 SHEET NO. 15 n NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PVI STA: 1o+15.00 20 200 PVI STA: 15+75.24 PVI ELEV: 577.96 K: 26.59 LVC: 50.00 N 01 N �t 01 0^ o PVI STA: 14+23.98 + Ln + Ln Ln �DPVI ELEV: 583.83 r+ H u K: 120 > n > m wW LVC:167.00 590 590 00 .t � HIGH PT. STA:14+6o.79 °; PVI STA:16+35.24 o Ln HIGH PT ELEV: 581.49 � o PVI STA: 1 +18.8 't � 0 00 PVI ELEV: 576.76 7 7 + `^ L+n L" K: 2.50 PVI ELEV: 575.69 rn PVI STA: 11+54.00 u � U LVC: 1o.00 K: 3.5.00 Ln > PROPOSED A.R.V. > 585 PVI ELEV: 556.84 > m > w LOW PT. STA: 16+35.24 LVC: 6o.00 585 K: 26.o1 m w LOW PT ELEV: 576.81 LOW PT. STA:17+18.87 LVC: 208.00 PROPOSED GRADE LOW PT ELEV: 575.99 O lD O It � ' N 00 N 00 O n O N O to O lD 1 Cq CI)m Ln L °Ln -,o PROPOSED + Ln + Ln 00 "0 00 go o Lj � w PROPOSED ' VDOT STD. CD-1 � 11' �''' + Ln + 5 VDOT STD. CD-1 U U � i Lri u) ,� Lii H L.ii Ln 8 0 �m �W 3.88� >m >w �> � > 5 > > \ m w u m u w m W / - - 2.00% p>p w z -2. 00 % 3.5 FILL (TYP.) MIN. 575 PVI STA: 10+15.00 / \ / ' 575 PVI ELEV: 554•o6 PROPOSED VDOT STD. CD-2 50 . 50 K. 2 �,'` PROPOSED VDOT STD CD-1 LVC:/ - - FILL 6S PROPOSED SANITARY LOW PT. STA:10+15.0 C PROPOSED FIRE HYDRANT 1.2' (TYP.) 6 SEWER CROSSING / o ASSEMBLY WITH 8"x6" TEE \ _ 570 LOW PT ELEV: 554.11 � tio' I 1S F- 570 o o `�° PROPOSED 8" IN -LINE G.V. \ Z w O '- O + � + PROPOSED 8"x8"TEE Ln NOTE: SECTION OF M ri o u v 8" G.V. LOYOLA WAY HALL BE A w w (3) PRIVATE ROAD FROM STA. �^ m > w / \ EXISTING GRADE a' Q 565 ° ° z 16+5o TO STA.17+53 WITH F 565 m O w ° O� ,DESIGN SPEED OF 15MPH. Z a + o \ - o ° wZ L \ wLu a ° Z Q ~ 56o z z w Z �'/ MIN. 1 PROPOSED 8" CL. 52 D.I. WATERLINE LA >_/ 9 m�: w 0' Lu 555 PROPOSED PROPOSED FIRE HYDRANT -2.00% � VDOT STD. CD-2 � 83 ASSEMBLY WITH 8"x6" TEE 550 i 2.6' ° PROPOSED SANITARY SEWER PROPOSED I 8 x8 TEE SERVICE LATERAL CROSSINGS (3) - 6" G.V. PROPOSED 8" IN -LINE G.V. PROPOSED FIRE HYDRANT 545 ASSEMBLY WITH 8"x6" TEE PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 56o 555 550 545 M Ln k.0 0 L� %t rn N 00 1p 00 r O Ln 't �t M 't �t O O �' tD O 01 Ln It ko ^ 00 - a) � M �• Ln Ln O rq 00 H `i M O lf1 Ln N vi k lD n'l r- N O N r-I 00 O 00 It 0) n �i' r CO O n r- M 00 ^ lD ci ( D Ln Ln Ln Ln Ln Lr L!1 Ln lD Ln Lr1 lD Ln ^ Ln � Ln � Ln 00 0 Ln 00 � Ln L� LnLn n L� n 10+00 10+SO 11+00 11+5o 12+00 12+So 13+00 13+So 14+00 14+So 1S+oo 1S+5o 16+oo 16+5o 17+00 17+So 18+oo F'VI ELEV: 607.83 ""' K: 3.31 PVI STA:12+30.00 LVC: 1o.00 PVI ELEV: 61o.03 LOW PT. STA: 1o+16.62 K: 10.21 LOW PT ELEV: 607.87 LVC:1o.00 615 EXISTING GRADE 615 0m o00 00) 0� O O r^ O r r-le Lr, N O M H o PROPOSED � w N Lii r v ri v l%1 / VDOT STD. CD-1 L 1 U L.. > > l%1 > > m > "' U m U w \ w 610 m w PROPOSED GRADE m 00 610 2 ° 0/1 FILL (TYP.) - PROPOSED 3.5' MIN. 605 � VDOT STD. CD-2 � 605 Z > 1.4 O Lu 0Q 1.6' 47 uQ °, O w z o 40 w w + L Q N 600 Ln a d 5 PROPOSED 6" go' BEND TO_j Lu > Q Q ° FIRE HYDRANT ASSEMBLY z_ �6o0 Z0U-) ° PROPOSED 8"x6" TEE ° I PROPOSED 6" CL. 52 D.I. WATERLINE (1) - 8" G.V., (1) - 6" G.V. PROPOSED SANITARY SEWER 595 SERVICE LATERAL CROSSINGS 595 Ln cMj O m ^ -It ry n'1 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SHERIDAN STREET PROFILE PRIVATE ROAD - DESIGN SPEED = 25 MPH PVI STA:lo+ 0.00 LOYOLA WAY PROFILE 9 PUBLIC ROAD - DESIGN SPEED = 25 MPH PVI ELEV: 555.37 K: 12.02 LVC: 88.00 o NIGH PT. STA:10+52.010 M Li)HIGH PT ELEV: 555•i6 M N1 + Ln + Ln O 6j H LI l%1 +O U W V m rL > > _. 56o m w 56o z >_ PVI STA:13+55.00 n O Q PVI STA: 12+00.00 + PVI ELEV: 0.11 't � PVI ELEV: 547.86 54 PROPOSED VDOT STD. CD-i w O LVC?� 100 - - K:I26.67 ~ 47.5 LVC: 80.00 _ � 55510-50% } PROPOSED - °o °o ri ' -z o 8"x8" TEE Ln Ln 00 ! =t 1n N rn Z > 555 - i 'i � m M PVI STA:15+31.6o (3) - 8" G.V. `� cMv r+,,� L^ m Ln PVI ELEV: 6 PROPOSED 8" G.V. ,+� �^ N �^� � Ld ui 537 4 FILL TYP. ri ,� U U U z � (TYP.) �i w w _ K: 25.02 _ > L u m w W a LVC:1oo.00 \ W m m` w w m w \ Q 0 LOW PT. STA:15+31.64 0 55 550 1.2' EXISTING GRADE z 0 oI LOW PT ELEV: 6 � 00 0 - - - - PVI _-A:,14+3o. S 00 M 537 9 00 M )POSED TYPE ABLOW-OFF 4 0' o PROPOSED GRADE PVI ELEV: 538. o -- LL Lr L;; -6.82 /o K: 2.50 vi L%1 75 LVC: io.00 > m > w PROPOSED m w = I ° ° OW PT. STA:14+ 0.65 F- 545 VDOT STD. , LOW PT ELEV: 5313.65 545 CD-1 SooLn o ul) 0 Z w PROPOSED 6" CL. 52 D.I. WATERLINE ° 10 L- 1O L- PROPOSED O Ln 3 5' + � +'n VDOT STD. CD-1 w w °1 ° Ln MIN. H w I uj PROPOSED W Q 540 ° m w VDOT STD. CD-2\ z 540 ° 1.2' m W _ d Vl ---------- -2.00 0 -2.00% \ 2.00% ° 0 53 PROPOSED SANITARY SEWER ° 2.00% V \ FILL (TYP.) 535 SERVICE LATERAL CROSSINGS PROPOSED VDOT STD. CD-2 535 2.6' 3.5' PROPOSED 8" CL. 52 D.I. WATERLINE ° �'3 MIN. 530 I 0 5 PROPOSED 8"x8" TEE (3) - 8" G.V. 56A 530 00 M �o v i ci O N Ql N m Ol � M M � 00 �t I rn Ln N Ln rn Ln Q1 ko rl ci rn O LPROPOSEDI TYPE A N Lrl o Ln u1 0 Lfl + j Ln Lr1 r; r tr Ln Ln N Lit V1 O N V) of 00 I' o6 't _t 00 M m BLOW -OFF ASSEMBLY lr1 lr1 Ln L!1 U-) Ln L11 L!'1 Ln Ln Ln �t L n L1 �t Lf1 lrl 't L n Ln �t Ln �l M L n Lr1 M Ln Lr1 M L n Lr1 M Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo BERWYN LANE PROFILE PRIVATE ROAD - DESIGN SPEED =15 MPH O SCOTkR..L LINS', Lic. No. 035791,'.L, 02/18/20 SIONAL E� Z z U) w w z Z O ¢ m z c oU ou c Oa U p m U) U) U)z W � -j�// -j a a Q W W C N a a z Lu w Lu u w > In cn c W w Ly < L ce < i m U) w oN t a ,L N 00 Lu C� M - M 0) N M z I Q N � w0 N 0 w Q Q > O Lu z LLJ _j J LL J _j O > Q � z � Imo- LLI Lu LL- z 0 1 _jz w _j W U Q Q ' LU I --I ,max W 0 ul _jQ w O Zw ct w z JL JQ 0 0 N I- � w W Of JOB NO. 182157 SCALE 1LL _ 501 SHEET NO. 16 00 SCOTT R. LLINS Z Q PVI STA. 10+ 74.50 PVI ELEV: 6og.26 �J Lic. No. 035791,� K:5.27 02/18/20 Lu w� w LVC: 50.00°�� z I--0 oo u0i `N° �SIONAL E1S 61�Ln uz � o �0 15 �o ow °w Lu cii U vi U \ z 2 m W — "' u u m w 610 ° ° 610 (n PROPOSED VDOT STD. CD-1 O c� z 605 PVI STA:13+85.00 605 U) PVI ELEV: 57 .78 w K: 5.45 ul) Lf) o LVC: 20.00 w w a z °o °Q z� o o Z O boo boo O C o o > w � u m U) can >- U m V J Q a z z a w w OO m w 0 - a U \� PVI STA: 13+ 6.38 >Ln o o w z c"'n cwn it 595 595 W PVI ELEV;�71$� w w K:15.68 � � m J 0 LVC: 57.5 a m co m 't 10 Ii Ln L!1 J 590 m 00 M 590 I r- �\ V wco w iw 0 Ln 585 v 585 �Q \ u', z' CD 580 o 580 � \ - o 00 p - cv w } H Z0 575 � 0 575 FILL (TYP.) C) ti 570 PROPOSED GRADE 570 M ` CO C3� CV z 565 vv 565 - o a� CV EXISTING GRADE 5 CV 560 PVI STA: 6+48.00 60 PVI ELE 1: 542.22 > O K:15.13 - 0L LVC: ilo.00 W NOTE: ALL ROADWAY EMBANKMENT MATERIAL J SHALL CONSIST OF SOIL AND BE PLACED IN ° ° J SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 555 o � 555 Q Ln INCHES IN THICKNESS BEFORE COMPACTION OVER '-lLL rw z W THE ENTIRE ROADBED AREA IN ACCORDANCE WITH �'� > w w J VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 m z �— Q 550 z 550 OJ 0 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN W AGGREGATE SIZE NO. 25 OR 26 AGGREGATE BASE MATERIAL 0— SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS w `. Q CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER � _ Q RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND cn < Q � U BRIDGE SPECIFICATIONS, SECTION 302.03G. 545 � � \ � � 545 � —j O u LULu \ Ln z NOTES: w 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z Q 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 540 a_ 540 _ �� J 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & ° LU SANITARY SEWER MUST BE PROVIDED. z 0� Lu 535 535 U) z 5 8A J W VERTICAL GRAPHIC SCALE 530 530 J 5 0 2.5 5 10 20 V ( �rDl W O N O O O O O � m Ol . Ol O O r, C� al "6 � O 00 0 uw . � Ol Q 00 h1 IN FEET H O O O m 00 00 n lD m m n `^�p Ln Ln� Ln� � L-r) LnLnN 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 50 10000 PRIVATE ALLEY PROFILE W Lu w PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH � _ aI Lr) ( IN FEET ) JOB NO. 1 inch = 50 ft. 182157 SCALE ill = 50l SHEET NO. 17 ACSA GENERAL WATER & SEWER CONDITIONS Ln m l '� \ ��� of, ' TT 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL = _ � ^� 620 BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2 _ _ _ ,Ln °° � / Q�C-oIo 620� 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND p = FILL (TYP.) ' OR-26 �6� S SCOTT R. LLINS WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND U- p O0 p ; $ �F Lic. No. 035791 LINES AND STRUCTURES, AS NECESSARY. ,� O ,,, Ln O ro 2. ° ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 3 CONSTRUCTION SPECIFICATIONS AS BY THE ACSA. "' o `^ Ln M O 'n N Ln � 00 U- ^ of 9 MATCHLINE - SEE THIS SHEET 0� �� 02/18/20 w� ��' 615 ADOPTED m r^ r 1 z o N M M r" 06 °; �, �; °' - - 615 �SIONAL 1 EEC 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. = Q > > + o t m - � N Ln 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). g U-cl� z z = 00Q O +,� Z 0 ° 0 z 0/ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, g z_ z _ _ < 2 > > = - - Q > > OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. vi \ z ? z z 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 610 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. - JL °I° 610 g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ��Q ti4\ Ln so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE PROPOSED 6" WATERLINE C SSING / �� Lu JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). o 605 - - y 605 u / PROPOSED 8" WATERLINE CROSSING 47 / \ U) w / 7 �5 34 \`'/ z z o Q 3 3' 600 O Q O Oly- 0 u 0 u > 8" SDR-26 PVC ¢ Q 0 8" SDR-26 PVCo 98.43 LF Qa o.56% 8" SDR-26 PVC LF Qa o.60% Lu 0 c=n ¢ w Q w z o 595 / o 78.72 66.65 LF Qa o.57/o 595 1■■1 z 0 Q F__ u V) z o o - w LuLuwLV a ce m Q O 590 590 J � c�I N Z 585 ° 0 585 W � O LL O O 00 / Ln N LD 01) ,rn Ln Z O 58o z z �� 580 ti� 0)m co CD N o 00 OCD rl 575 575 570 PROPOSED GRADE 570 � ti ,� M i N 565 FILL (TYP.) , / 565 w N O 560 � EXISTING GRADE 56o 6i N 0 �� � Q VERT CAL GRAPHIC SCALE ; O 5 0 2.5 s 10 zq Lu � LJJ 555 ' 555 J J _j J IL ( IN FE T ) 5 < O 1 inch = ft. U) z � w HORIZONTAL GRAPHIC ALE 55 �550 -- - - -- 50 0 25 50 100 200 O 1 LLJ O 2 2V 01° U_ LL� Q y w ry) j �Q� ( IN FI - T ) Q W 545 ,� w �� N _, I inch = o ft. 545 U 1 Q _ _ = Q >> > � 2 � � Z Z Z i 20� LU I --I O 540 0 ° N o Ln /- 35 vJ z O rl MH-18 MH-sg J Q rl +° M L" D i STA:12+13.75 STA:13+10.35 Q �' z > >> i Ln z z RIM:627.92 INV IN. 617.7o FROM MH-sg 3 9 NV OUT. 622. 2 9 TO MH-o.8 z W �J,J 535 � � 58A INV OUT. 617.So TO MH-17 630 ct V i z PROPOSED 8 WATERLINE CROSSING 2.5' NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. j LL 7.2 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. Li 530 i 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM 625 - - - SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. Q NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE / 0 C) C) 525 SIZE NO. OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE i J�- 620 N Q�C FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR FILL (TYP.) � 6���� o/a z6�9 So �F CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. .yo9 520 MATCHLINE - SEE TH HE 615 w o L� w W 01 c-I m t\ 4 Ol N n H 00 m O m m 00 l0 'i 00 L(1 H L!1 Ln 't Lr1 � 00 't 00 00 N l0 N 00 � (m LD l0 Of d (n JOB NO. 1 157 ai L!1 M Ln L(1 o 0rn l.n lf1 �t Ufl l!1 '- Ln Ln Ln lfl L.(1 L!1 lD Ln Ln 00 01 l!1 O lD l0 N lD 00 O lD l0 m O l0 l0 to l0 to 't N l0 l0 M l0 SCALE 0+00 1+00 2+00 3+00 4+00 S+oo 6+00 7+00 8+0o g+oo so+oo 11+00 12+00 13+00 111 _ 501 MH-Zg - MI-11 PROFILE SHEET 1g NO. 0 z W W z CD z W V) z J J 0 0 0 Q) V) C 0 U V) Q) Q X O o, 0 V) C 0 C) U 7 O O U 0 0 O -o 0 u U i c O O O C 7 U C O V) 0 Q Q T 6 0 V) 0 C) 0 U Q C ID C_ 0 0- O 0 c T U E 0 z o' z z w z J 0 Q 0 a U 0 E u O C� O 0 0 56o 555 550 r O ri O O O I- LL LL 545 �, N N �p O ci ri N o N Ln OO 06 Lrl Ln H o Lrrniz z 00 o �Lnry 54 1 530 525 O Ln Ol Lin 00 LLn rn n Ln 0+00 EXISTING GRADE - i 56A 2.8' 8" DIP 221.47 LF @a 0.510/1 Ln ci 00 rn u') 1+00 H N N � 0 O LL N N Ln 00 � N N 00 Ln l!1 M N N m Ln N Ln z O = Q > > 2V)� z z PROPOSED 6" WATERLINE CROSSING PROPOSED GRADE 53 C 2.9' 6Q�yo�o SERF za9I MH-21 STA:5+19.21 RIM:554-92 INV IN. 545-78 FROM MH-23 INV IN. 545-78 FROM MH-22 INV OUT. 545-58 TO MH-20 56o MH-22 STA:6+13-95 RIM:555-50 INV OUT. 546.25 TO MH-21 404-pi PROPOSED 6" WATERLINE CROSSING 550 75 5.3' 1.2 545 8" SDR-26 PVC 90.74 LF @ 0.52% 540 1)lD 1� M 00 00 0 M Cal l0 r%1 r� 00 O M L`�n ) Ln 2+00 3+00 4+00 5+00 6+oo M H-22 - M H-12 PROFILE 535 530 525 595 595 lD ^ Ln 590 N 590 O 20 o0� LL^ LL00 `" _ Ln N M Ln N I�� Ln 't Ln O 585 m c�I Ln Ql r-I L!1 F t Z M 585 _ N�zo Ln�z0 _ >> =Q2>> lfl Z_ Z_ 2Ul Z Z N + C' Z N � L(1 p 5 80 PROPOSED GRADE - - = Q 2 > � � � z 580 EXISTING GRADE u, N N 2 O� � O PROPOSED YARD � °o DRAIN CROSSING - - / o575 C0 O r- U-) - PROPOSED FOUNDATION/ � 00 ROOF DRAIN CROSSING N N Ln z O =Q2» 2�z z 570 = N 570 2 0o LL o Ln 565 O N °, "t 565 m N N N O Lrt 0� Ln NLi = N � n z 0 8" DIP 22 2 = Q 2 > > - � - 8" DIP 0 94 47 LF 0.5 8 /o 22 p z z o. % 110.85 LF Qa 57 O O � 56o 0' M 00 LL LL Ln ^ ^ �, 560 N � N N L(1 LIl L!1 u) Ln ,ore NLj Lu) o = Q 2 > > > ti32. zzz 555 555 f 6Q��OOIO L 550 77 ti2y6 550 1.9 P C. 8„ SpR 26 .51% F 545 L 49.34� 545 540 540 _. C O � N 00 O N it � i� N 0+00 5 50 1+00 2+00 3+00 4+00 5+00 6+oo MH-27 - MH-21 PROFILE VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE n 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 ACSA GENERAL WATER & SEWER CONDITIONS NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 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. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 91'sC4R.LLINS Z �J Lic. No. 0357911� 02/18/20 e �SSIDNAL Z z O F Q r z w z O z o w Q � o O > O U m M M w � J Q Q z Vl z Q w w OO O I - a a U z Lu Lu w j -' U) � � W ceC2w m J Q I0 I-- I� Iw ON w 1-4 N H 00 Z rq 00 OCD ri O ti cY) N M z Q N _^ O li N Q Q > ,.0// LIJ LL J > Q u z O i IJ- -- - (Lu U Ll Ln V) LU Lu = U) z Jreoo Q O O N V) J LL O L LI 3: L LJ Lr) LL Q z Q w f- r w w ccl _ a � JOB NO. 182157 SCALE ill = 50l SHEET NO. 19 .G.L. 620 615 610 6o5 ••• 595 590 585 575 NOTES: 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 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 STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 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. 03.75 3 i 4.0' INV OUT: 601.33 TO 24 m UIt PROPOSED WATER' 0 m Om N SERVICE LATERAL rn M cl� O CROSSINGS 0000 � 0 0 0 4. 15" RCP m 0 Ln It r_�oo ::� RCP 159.59 LF C 0.51% m N > �Z "oZ I �5 226 % �F C p m�zzzp 4.o4 o OOo » >> I „zzzz 0 0�. 01. o0 _ z z MATCHLINE - SEE THIS SHEET 00 p Ln O O � c6`0`0j I 115"RCP J N 0 z z p 1.2' 131.17 LF @a 1o.67% m u >>>rp �. un ~ z z z i I p o 2.0 /PROPOSED SANITARY SEWER o N 0 SERVICE LATERAL CROSSINGS L~n O O O FILL (TYP ) F- O N 0 p � Lo > `o °ice N O N 0 0 1-0 PROPOSED WATER LA � z_ z_ i SERVICE LATERAL - CROSSINGS STR:20 VDOT STD. DI-313 (L=io') / TP=589 92 / INV IN: 584.33 TO 22 INV IN: 585.67 TO YD6 j r ill) INV OUT: 582.75 T018 / STR:18 VDOT STD. DI-3B (L=12') TP=588.o8 / 45• INV IN: 581.5o TO 20 INV OUT: 577.83 TO 16 / 2.5 L.o � STR:14 VDOT STD. DI-3B (L=1o') V M m / TP=577.33 INV IN: TO 0 H 0 00 11 �c '1��°I� Ca 569.5o 16 F- Ln ti� INV OUT: 568.75 TO 12 0 N r� _ - 00 0 > N N N Ln Lin LnF- f 'J Ln z z 1'1 PROPOSED 'm' > > > 8" WATERLINE 00 u Ln I— z z z CROSSING rp 0 15" RCP oA p 38.02 LF Qa 3.29% 0 l/1 O N 0 ry Ln Lf) / PROPOSED GRAD 570 rf m m m 00 p } 00 � O OF-O v, 565 0 � o M 0 N Lei, C) a) "' > Ln Ln Ln LLnZZZp / »» LnI.-ZZZZ / 56o / i/ > Lin 0 L^n z0 > > ' U-) z / 0 / 555 0 o O O r-1 600 ul)o 000 F- F- �F - _ I­_� � rM) tit O Lo ry)00 Ln rn 550 - _v > m Lr' Lr'L zp FILL (TYP.) / ^' m Q oo LL„z z 00`Lro,0 0 1.- Ln CL»> F-zzz / 0 _.. 0000~ F- F- `� J ZF- Ln N Ln L0 N Ol N m 545 Lu w m N p ,1 mr0nrrnm� , \ _ �;LnLn�Lr,F--- V `Y' � V)i p11 � OOo �»»> Ln F- Z Z Z Z Z 0 m p'� N } 0 Ln o 0 rn �- Ln . rq C) 00 0 0 Ln N F- Ln Ln Ln > L<1 5. 540 U) o N z z 0 Z� �F p ry m ri Ol Ln > > > Ln F-ZZZ '�,• �7 ti3 > N„ mLNnLNnLLr) z z z p PROPOSED _U') z z z z 8" WATERLINE H.G.L. 535 i2.5 ' CROSSING t (.Q 0�lrj PROPOSED 8" WATERLINE CROSSING L24" RCP 27.79 LF Qa o.9o% 24" RCP 44.7o LF @a 6.33% / 530 6 �F C i'g9% 66 g24 TIE-IN TO SWM FACILITY 1.1' INV OUT=527.25 ., RCP @ 2.03% PROPOSED SANITARY SEWER CROSSING � 5 69 o3LF 525 24" RCP 64.02 LF @a 1.67% 107 3o" RCP 30.55 LF @a o.82% 520 In 00 . M n � O mm N . 00 In Ln kD Ln M a Ln Ln ' Ln I Ln Ln Lfl Ln � Ln 00 Ln Ol Ln 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 STR-36 - UNDERGROUND DETEN i PROPOSED 8" WATERLINE _ EXISTING GRADE CROSSING 11 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 15" RCP 37.02 LF Qa 5.13% 15" RCP 15.67 LF @a i.6o% 15" RCP 49.86 LF @a 2.47% ROPOSED SANITARY SEWER CROSSING VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = )0 H. 620 O SCOTT R. LLINS Z Lic. No. 035791"'Ll 02/18/20 615 S/0NAL 610 605 z I-- < 600 Z 0 Qm:zc w w Oa r 00 0 c U m U) U) p // w wQ wQ 595 o Q�J zoo aa C - w w>w < - LyLLV ` ce < 590 585 58o 575 570 b40 O 2 N r 2 00 ry) m0 m O 0 00o -00 o 11 M Mo o Lo H� 00635 000 > r�FL p m m m� rmLO Z Z0 O 1D z zzz °r STR:28 VDOT STD. DI- C (L=6') >, ri 0 I­_�-^ °ri TP=6o8.25 q 0 Nrz z >�>INV IN: 602.10 TO 30 1 630 INV IN: 604.25 TO YD7 Ln I-- z_ z_ z_ , z INV OUT: 602.00 TO 26 LnI­-z STR:26 VDOT STD. DI-313 (L=6') PROPOSED TP=6o8.42 INV IN: 601.75 TO / 8" WATERLINE - 625 28 rl / CROSSING INV IN: 603.75 TO ROOFS 4.0' INV OUT: 601.33 TO 24 m Li PROPOSED WATER,`H.G.L. O Q m mN SERVICE LATERAL rn rn rl� O CROSSINGS 0000 F- F- F- � 15" RCP 620 m o O o o L, It r,� „RCP 159.59 LF @ 0.51% rnN N Ln > I- � L0 t0 F- ,i o I �5 2.26 �� LF C o 0�p �zzz� �4.04 pp0 > > > > ��ZZZZ 0 0 o g 0 z.z - - MATCHLINE - SEE THIS SHEET 615 Ln o o �o > 0 � "D F- 15" RCP _j_ N z z O 1'2 131.17 LF @1o.67% m m � a >>> to I­-Z ZZ / o ' - 2.0' /PROPOSED SANITARY SEWER p o ry 0 i _ SERVICE LATERAL CROSSINGS 610 V' po ~ O FILL TYP F- O N ( ) o / o ^� U") i > '-C� °;_:� PROPOSED 00 z 0 / / 8" WATERLINE - EXISTING GRADE LY a o j CROSSING lllr J 605 V1 F- Z Z 1.4 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 15" RCP 600 15" RCP 37.02 LF @5.13% 15.67 LF @a 1.6o% �L '1 i5" RCP F 49.86 LF @ 2.47% 595 Ln � M N 'i Q CC)^ O 00 0 Lr) H l0 L6 M M 0000 � � tZ LO L00 l0 ko CC 8+oo 9+00 10+00 11+00 12+00 13+00 TION PROFILE m CD 00 00 00 Ocj rl Lu M M N M z Q N � w0 N 0 W Q � > O Z J W J _j J > Q LL w z O Lu LL_ Zw W 2 (D Lu U Q W w ' _j C�C � � G LU H� ~ > O ul (n _j v L /1 z uj Wct = u) z H� J W JQ 0 O N F- Lu w O w Of_ a JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 20 STR:68 VDOT STD. DI-313 (L=4') TP=576.17 INV IN: 570.27TO70 STR:64 VDOT STD. MH INV OUT: 570.17 TO 64 TP=574.67 580 INV IN: 569.67 TO 68 STR:70 VDOT STD. DI-3C (L=8') INV IN: 568.77 TO 66 TP=576.17 INV OUT: 568.67 TO 62 INV IN: 571.92 TO ROOF9 INV OUT: 571.17 TO 68 575 575 PROPOSED GRADE H.G.L. 570 570 15" RCP 28.48 LF @a 3.16% 565 15" RCP 15-79 LF C 3.17% 565 FILL (TYP.)--"//� / EXISTING GRADE 560 56o O n Ln Ln 0+00 STR-70 - STR-64 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 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-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 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. 56o 00 EXISTING GRADE 11 J v M STR:56 VDOT STD. DI-3C (L=6') p n 545 TP=538.o8 _O INV IN: 1.02 TO 6B 53 5 `�' N INV IN: 531.02 TO 58 0 M INV IN: 533.83 TO YD11 > Ln INV OUT: 530.92 TO 6 540 ° ° 540 - -~ z H. 535 PROPOSED 8" WATERLINE - CROSSING 530 525 �I 535 PROPOSED GRADE 530 2.8' 15" RCP 43-70 LF @a 0.53% PROPOSED SANITARY SEWER CROSSING 0+00 STR-56B - STR-56 PROFILE o co Ln O U) STR:58 VDOT STD. DI-313 (L=8') u") Op rn TP=539 92 m - � 545 INV IN: 534-1-7 TO 6o 00 00 D O INV IN: 533.52 TO 58B � 111 INV IN: 535.92 TO RooF6 � CL z_ INV OUT: 533.42 TO 56 540 540 PROPOSED GRADE FILL (TYP.) EXISTING GRADE 535 - 535 H.G.L. PROPOSED SANITARY 15" RCP SEWER CROSSING�z'16 34.13 LF @a o.67% 530 �d 530 o Ln rn ,�6 of M M r' Ln 0+00 STR-58B - STR-58 PROFILE 56o EXISTING GRADEA Z 555 j' 555 O 0 Ln �O i 00 i 550 STR:So VDOT STD. DI-313 (L=8') � 0 � 550 j TP=539.25 o a, 0M � STR:54 VDC -� INV IN: 533.10 TO 52 N 't LnD TP=544-58 INV OUT: 533•oo TO 4 `n LLnn z O INV IN: 541. 11 °°, a. z z INV OUT: 5: ^' PROPOSED GRADE U-)- - p Ln O 545 0 0 0 0 PROPOSED WATER 545 U-) 0 0 ° SERVICE LATERAL Ln H ,N PROPOSED CROSSINGS 0 °, 6, °N' Ln 8" WATERLINE > Ln L`' Ln? CROSSING 0 Ln z z 0 54 54 ��zzz 1.0' 7 15" RCP 1.5' z.8' 45.67 LF @a 1.o! 535 H.G.L. ° 535 (-PROPOSED SA ° SEWER CROSS 2.2' ° 15" RCP 530 128.86 LF C 3.8o% 530 i5" RCP 39.24 LF @a 6.37% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 525 525 u, w Ln co Ln iLn 00 q L n Ln Lin 0+00 1+00 2+00 STR-54 - STR-4 PROFILE 0 o STR:102 VDOT STD. DI-3C (L=1o') 0 0 535 TP=529.42 Ln-0 INV IN: 522.24 TO 104 O u, INV IN: 522.24TO 112 p N Ln aLn INV OUT: 522.14 TO N rl N Ln O 530 � C z 530 PROPOSED GRADE �E ISTING GRADE 525 525 H.G.L. 520 520 )T STD. DI-3B (L=16') 25 TO YD10 38.58 TO 52 ;% NITARY ING 24" RCP 32.8o LF Qa 0.79% 515 515 0+00 STR-112 - STR-1o2 PROFILE 545 545 EXISTING GRADE STR:2B VDOT STD. DI-313 (L=6') STR:2 VDOT STD. DI-3C (L=io') TP=534 17 INV OUT: 529.17TO 2 TP=533-42 INV IN: 528.42 TO 213 540 INV IN: 527.6o TO 4 INV IN: 529.00 TO YD1 INV OUT: 527.5o TO 0+00 STR-213 - STR-2 PROFILE 56o 56o STR:6 VDOT S INV INV II INV If INV IN: INV 0 555 555 � -EXISTING GRADE i 550 J 550 m r, -D. DI-3C (L=6') 0 I'D o TP=539-3-7 Ln 0 IN: 531.67 TO 8 M 545 q: 530.27 TO 56 J: TO 6B p o Ln m 532.92 534.25 TO YD2 �P L O JT: 530.17 TO 4 > CL z „ L 540 540 PROPOSED GRADE 535 535 H.G.L. 530 530 15" RCP 37.95 LF Qa 2.85% 525 525 M Ln nl � 4 Ln �1 Ln 0+00 STR-66 - STR-6 PROFILE 540 PROPOSED VDOT RIPRAP OUTFALL. SEE VSMP PLAN FOR OUTFALL DETAILS. INV OUT=521.75J 520 515 585 575 570 565 56o 0 H 11 U M p It N ° rlO 00l-- O N 0 N N N N N Ln N M 'n "'~ PROPOSED o Ln z z O GRADE a-zzz 42" RCP 59.67 LF Qa o.66% H.G.L -/ 36" RCP 114.36 LF Qa 0.74% O GG N N N I� N N M Ln L1 Ln 0+00 1+00 STR-1o6 - 555 STR:56 VDOT STD. DI-3C (L=6') TP=538.o8 INV IN: 531.02 TO 566 INV IN: 531.02 TO 58 INV IN: 533.83 TO YD11 INV OUT: 530.92 TO 6 550 j d V M N m p - p ao1n�>-O 0000 545 Ln N M N rn O p > ^ ci O N �} Ln \ M M M M •• Ln Ln Ln Ln 110 LM„z z z z0 Ln a>>>>> zzzzz 540� 535 PROPOSED 8" 3 6' WATERLINE 1 CROSSING 530 525 18" RCP 120.02 LF Qa 0.54% Ln LMn Nrn N rl c-1 N N Ln Ln Ln L!l Ln 0+00 1+00 STR:1o6 MODIFIED VDOT MH-1 TP=536.00 INV IN: 524.07TO lo8 INV IN: 529.5o TO INV OUT: 523.97TO 1o4 540 STR:104 VDOT STD. DI-36 (L=8') TP=531.58 INV IN: 523.19 TO 1o6 INV OUT: 523.o9 TO 102 535 _ / 530 tEXISTING GRADE 525 36" RCP 116.83 LF Qa 0.67% 520 rn M � N N M E Ln 2+00 OUT PROFILE 3+00 515 50 VERTICAL GRAPHIC SCALE 0 25 5 10 ( IN FEET ) I inch 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 I N 00 �O LO 0 `° � CO ( IN FEET ) 1 inch = 50 ft 200 SCOTT R. LLINS IZ Lic. No. 035791 02/18/20 �w� �%NAL I�nl I zz�Lu Z I o IQI�I�I� O a F U ULi > m < < w in Ln J a a 600 �"� Z Q W W O " > > z Ln p Ln w � STR:66 VDOT STD. DI-3B (L=1o') TP=595.33 W w w 2: INV IN: 591.25 TO ROOF10 m INV OUT: 589.5o TO 64 a 595 0 J 311 585 p ^ rn m Ln > `° �[ ° 5 $O z V15" Lnz O a >> > ul z z z RCP 184.89 LF Qa 11.21% 0 ° r 575 - m 00 M O o 22' / o O o 0�N u, o � FILL (TYP.) / 570 / p M � 00 Ln > M Ln Ln Ln Ln N N � o � Ln Z Z O / a >> > L z_ z_ z_ PROPOSED SANITARY SEWER 1+8' SERVICE LATERAL CROSSINGS 565 PROPOSED GRADE d - o u °°, U-15" R C P Es00 L H.G.L. ° 1o6.03 LF Qa 10.52% 560 o' - 00 O o � � 2 ul > m � � } PROPOSED SANITARY SEWER o •• p SERVICE LATERAL CROSSINGS LLn z z 0 555 1 >> > u,a-zzz 2.4' U- m 0�, 000 EXISTING GRADE 550 ,oD , 0� O- I D00r / � Ln rn m M m Ln rm Lnj �5" RCP Ln z j 107.75 LF @a 12.44% ° 545 2.4' - - Z z z z i i PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 2}4 540 FILL - (TYP.) 15" RCP X 1 1o6.81 LF @a 9.13% 3 2' 535 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 530 15" RCP° 48.29 LF @a 4.97% �i M 11 I� ^ ei 0 n Ln ^ � Ln U-))Ln `i � Ln N n Ln N Ln Ln 2+00 3+00 4+00 5+00 6+oo STR-66 - STR-6 PROFILE m U) Lu 0� 525 L w 0 LOf LJ d JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 21 0 H I I m M M 0 o Ln STR:32 VDOT STD. DI-3B (L=1o') O Ir o o � TP=626.5o m 63� INV IN: 619.33 TO 32B .. � p INV IN: 619.33 TO 34 F-- a > "' ~ z INV OUT: 619.00 TO 30 FILL (TYP.) 625 62, PROPOSED GRADE PROPOSED 8" WATERLINE CROSSING 1.2' 620 H.G.L. 62, EXISTING GRA 15" RCP 27.72 LF @a 1.52% 615 61, o+00 STR-32B - STR-32 PROFILE N I I m M 0 O 0 0 STR:30 VDOT STD. DI-3B (L=12') N TP=611.75 O rn It INV IN: 6o5mTO32 N INV IN: 604.io TO 3oB m 1 INV IN: 607.5o TO ROOF4 m � 0 INV OUT: 604.00 TO 28 a > Ln F-- z FILL (TYP.) 615 610 610 PROPOSED PROPOSED GRADE 8" WATERLINE CROSSING EXISTING GRADE 1.4' 6o5 H.G.L. 6o5 15" RCP 28.62 LF @a 2.86% 600 600 o+00 STR-3oB - STR-30 PROFILE I I J_ 620 m o N 620 00 J J o 0o OOO m M m Ln °o O Ln Lo ci _M N N 'tp O N �- O r! o N � Nlp 0 OO ^ 1 5 O O o m `o° 1O Z STR:48 VDOT STD. DI (L=4') 585 o-o N 585 o 0 0� Z p j TP=6o9.33 0 ,�; ,f O o o 0 > > > z z z/ / INV IN: 604.00 TO YD8 STR:16 VDOT STD. DI-3C (L=6') m � ,1 > N '00 '00 INV IN: 604.75TO ROOFS TP=577 42 ° �z p � o / INV OUT: 602.42 TO 46 INV IN: 572.5o TO 18 II > > � a > > / / INV IN: 572.42 TO 16B Ln z z 5$O 610 `n z z z 610 INV OUT: 569.75 TO 14 / - EXISTING GRADE EXISTING GRADE PROPOSED GRADE 575 575 605 PROPOSED GRADE 605 H.G.L. PROPOSED 6" H.G.L. WATERLINE CROSSING 570 570 600 z.8' 600 15" RCP 15" RCP 14.72 LF @a 2.24% 15" RCP 54.77 LF @ 3.47% 46.83 LF @ o.68% PROPOSED SANITARY SEWER CROSSING 6 5 5 6 5 5 595 595 M C6 U.) 0, O O o+00 1+00 STR-48 - STR-24 PROFILE 550 545 540 150 -00 65. m M J - O 0 o M 645 _ tp N O �00 in U-)Ln �o Ln m M� N 0 D -oM m Q� m� PROPOSED GRADE H a> O O > ^ �, H un z z 640 N ° z o 00 1,0~O > p 11 pp� Om0No1 J U' ~ � °o > 1° FILL (TYP.) - - O � M 635 o N � rq Itrl`0 Cl. uzz -- _J EXISTING GRADE M z zp �- all- >>> L z z z ---- -- -- RCP1,66 �5 1 C LF 174.5o 630 i 114 1 H.G.L. 625 620 15" RCP 44.24 LF @a 4.52% �5" RCP 191.07 LF @a 0.82% 00 ci COO M M N rl 00 Ln N l0 l0 0 rM 10 M m l0 00 i M 1.0 '' ' 'l0 LO o+00 STR:114 VDOT STD. DI-3B (L=16') TP=525.83 INV OUT: 521.58 TO 530 530 PROPOSED GRADE EXISTING GRADE / 525 i 525 i PROPOSED VDOT STD. EW-1 & RIPRAP OUTFALL. SEE VSMP PLAN FOR OUTFALL DETAILS 520 520 INV OUT=521.00 15" RCP H.G.L. 57.45 LF @a 1.01% 515 515 1+00 2+00 3+00 4+00 STR-44 - STR-34 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: 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 STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 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. e'o 5+00 O O LA LA Lr) O M >Ln I'D 645 �O u > 1~ z 6+oo VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 640 635 630 625 620 O �9,SC07 R. LLINS Z Lic. No. 035791,12:1 0 02/18/2I �w� SIONAL E� z z w w z Z o Q m: z C u u u p CO V) U) w � -j J a a z Q W W C N a a z Lu m u V, w w w Ln - < W wwae 20 m U) w rj a , l r l O� -oo LD C� z� 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. co I I 585 m - ,� 585 rp ,r o m 0rq �o o °O F_ OOo 0+00 v Ln l^ STR-86 -STR-8 PROFILE 58o N 580STR-11- OUT PR I I m M p o rl o O Ln 0 STR:10 VDOT STD. DI-313 (L=1o') p a, TP=556.42 N Ln INV IN: 551.42 TO 12 00 �- INV IN: 549.00 TO YD4_� ° p INV IN: 549.33 TO 10B > INV OUT: 545.5o TO 8 `^ I— z 561 555 555 PROPOSED GRADE PROPOSED 8" WATERLINE CROSSING 550 H.G.L. 550 EXISTING GRADE 15" RCP 545 27.68 LF @ o.63% 545 rn It m 0+00 STR-1oB - STR-10 PROFILE EXISTING GRADE 550 550 STR:8B VDOT STD. DI-313 (L=12') STR:8 VDOT STD. DI-313 (L=1o') TP-544 00 TP=543.75 INV IN: 539.75 TO YD3 INV IN: 536.75 TO 8B INV OUT: 537.25 TO 8 INV IN: 538.75 TO 10 545 INV OUT: 533•oo TO 6 PROPOSED GRADE 540 540 PROPOSED 8" WATERLINE--'H.G.L. CROSSING 535 535 15" RCP 35.22 LF Qa 1.42% 530 530 Ln M Ln 0+00 4 _ o o p mu, STR:82 VDOT STD. DI-3B (L=6') N o Q1 ° rn Ln z z O H 00OLn o-�»> TP=559.0o v �' ^ o M N � z z z INV IN: 553•oo TO ROOF12 m p o M� EXISTING GRADE M p 00 N 't ry Ln INV IN: 552.35 TO 84 i 00 Ln L0 m INV OUT: 552.25 TO 8o 570 575 Q " N °° Ln Ln Lnj 575 ;0 �O rnLnzzzp ` ,� � o M z z z z PROPOSED WATER O � - - - - SERVICE LATERAL 00 0STR:74 VDOT STD. MH � z m m EXISTING o � O 11 o 00 �,� CROSSINGS TP=554 25 v � GRADE (TYP.) rn,0 z rrlINV IN: 548.02 TO 76 O o `� N 0 565 570 N Ln-0 0 INV OUT:547-92TO72 °O 0 0� 6--0� p ,Ll1L CL» 1.1 S7 _ o p pLn � Ln o / STR:84 VDOT STD. DI-3B (L=8') > °o Ln z z to H• I- N Ln 00 I— °° of / 00 N �Ln O � m m°0 O 00 't O r! � / TP=559 5o i 00 Lo - p 15" RCP 6 p p 00 0o Ln o o INV OUT: 552.5o TO 82 II 1.1' � O o p O 00 00 Ln > ,,, �� > o �� PROPOSED o ^ > 0, J, Ln� 010 Ln o00 � z � GRADE u~i � z z 85 75 LF �a g.13% o �°C) Ln Ln �^ z z ° ° 56o 565 565 > N �� >>> z z cn H z z PROPOSED N � .. z z z - PROPOSED / GRADE � Ln z p PROPOSED VDOT STD. ES-1 & 8" WATERLINE / PROPOSED o' II > > RIPRAP OUTFALL. SEE VSMP a- z z PROPOSED WATER SERVICE / CROSSING 8" WATERLINE 1.0' �H.G LATERAL CROSSINGS 555 PLAN FOR OUTFj60 LL ETAILS CROSSING5.2,� 560 FILL / 1.4 R6Q �o/o PROPOSED_ _ -- - (TYP.) / 535 ti5 Qa �� 535 8" WATERLINE L 1.z ztiL CROSSING - 1.1' TIE-IN TO SWM FACILITY _ - - yS�' 550 1.2' 550 INV OUT=532.00 PROPOSED VDOT STD. EW-1 & 3.6' 15" RCP GRAVEL FLOW SPREADER. SEE VSMP H.G.L. 28.91 LF �a 0.52% H.G.L. PLAN FOR OUTFALL DETAILS 1.5" RCP 1. 530 EXISTING GRADE 530 - �� TIE -INTO SWM FACILITY 5 9 PROPOSED SANITARY SEWER 15 RCP 77.99 LF 0.51% SERVICE LATERAL CROSSINGS i5" RP 30.57 LF @ o.56% INV OUT=547 33 96.8 C F @ 3.17% 545 TP 15" RCP 43.90 LF @a 0.52% 15" RCP 1g.87 LF @a o.86% 44.75 LF @a 0.51% 525 525 15" RCP PROPOSED SANITARY SEWER CROSSING 540 56.81 LF Qa o.56% 54® M L.(1 C1l m �i N Ln M 00 m Lr L00 It M �o Ln Lo 1ti0 N �-I N L(1 4 L!1 Ln � 0 Ln L Ln Ln Ln Ln Ln 0+00 1+00 2+00 STR9 8 - SWM PROFILE 0+00 1+00 2+00 3+00 4+00 STR-84 - SWM PROFILE N u m rp 0 p mo � O N N Q N N Ln > Ln a-;O uzz 0+00 STR-1613 - STR-16 PROFILE PROPOSED GRAD 550 STR:98 VDOT STD. DI-313 (L=12') TP=544 92 INV OUT: 541.00 TO 96 545 540 570 56o 555 0+00 1+00 2+00 STR-94 - SWM PROFILE 3+00 WER INGS M - M N It It M z Q N w� N 0 W Q Q > O Ln Lu J W J _ J > Q LL z o ~� L9a- 0 (w� W _ V WU Q W ' � C�C � � G W H4 ~ >ul O Vi uj Wct = - � z JW 0 J Q 0 O N uj w W Of U) JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 22 GRAPHIC SCALE 10 0 5 10 20 40 IN FEET } ] inch = 10 1t. 555 RT 20 - STA. 13+00 CROSS-SECTION & 550 —SPRING HILL PROJECT 55 -4 550 v 545 Ln ° w w 545 o N o Ln ao 000 '- m 0 0 0 Ln rn rn rn o 0 0 0 0 0 0 o ri Ln Ln Ln Ln Ln Ln Ln 0 Ln Ln Ln Ln Ln Ln Ln In Ln Ln Ln n Ln Ln LLn Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 555 RT 20 - STA. 13+50 CROSS-SECTION 555 —SPRING HILL PROJECT 550 548.45 TC —S48.12 EP 550 _ — f z.o%SLOPE 545 — I � m w w 545 v��i 540 540 N H 0 I� Ln oo r 't 00 M rn 00 0 0 � Ln Ln Ln Lh Ln Ln Ln Ln Ln i-n In Ln Ln Ln Ln L!', Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 550 RT 20 - STA. 14+00 CROSS-SECTION 550 545 —SPRING HILL PROJECT 545.63 TC 545.3o EP 2.0% S LSE — — -- — — — 545 _ V 540 w0'w 540 - w a Lon L. � M L. m Ln Ln W o 00 m H It o0 N � M It L!1 Ln 1- Ln %t Ln %t Ln %t L.n Lf) Ln Lin Ln Ln Ln Ln Ln Lin Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 550 RT 20 - STA. 14+50 CROSS-SECTION 550 545 543.37 TC 545 543-04 EP 2.0% SLOPE r - — 540 --- _--__f--_ 540 �� 535 `n °° w Lu 535 Ln N Ln .rn Ln N m 0) 00 ,t I N n l0 O N CO Ln Ln Ln m Ln Ln Ln Ln Ln Ln fi Ln Ln Ln Ln 't Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 545 RT 20 - STA. 15+00 CROSS-SECTION 545 540.84 TC 540 54o.51EP z.o%SLOPE — O a f- — — 540 in m w w 535 — — — — — 0 535 00 ^ L11 ° rn ^ Lo rn rn 't Ln Ln m Ln Ln rn Ln Ln Ln Ln t It Ln LLn n rn a M -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 545 RT 20 - STA. 15+50 CROSS-SECTION 6121V 540 538.52 TC 538.igEP 2.0%SLOPE 540 535 535 m w --_ — 530 530 N Ln rq lD 't N N rn co N U'1 r .,) O M -ItLn V) Ln Ol M Ln Ln c6 Ln M Ln Ln 0o 00 m � Ln 06 06 M Lmf1 Ln o6 M Ln l6 m Ln Ln M Ln 540 RT 20 - STA. 16+oo CROSS-SECTION 540 536.46 TC 536.13 EP 535 ---SPRING HILL PROJECT _ z opSLO� 530 ° W w 530 rq Ln LLnn i1 rn l0 N m m M n rn ill') rn rnM Ln Ln M rnm Ln 4'1 Ln rn Ln Lf Ln LLnn LnLn Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 16+50 CROSS-SECTION 540 f-SPRING HI L PROJECT 535 53433 T 535 534•0o EP SPRING ILL ENTRANCE 534-03777- - z.o% LOPE i- i 530 w V z -� 530 V F o N 525 ° ww Wm w a 525 N N in 07 O M rn N M N M r-1 M ri M N m M t m t rY1 N M Ol N Ln LLr) Ln � Lr) Ln Ln L�l Lf) � Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 17+00 CROSS-SECTION 540 f-SPRING HILL PROJECT 535 3z•95 TC 532.62 EP SPRING HILL ENTRANCE 32-49 535 530 — LU V z a — _ — 530 — - 2.00%SLOPS — - - 525 F m ° w N � a w 525 (all � O if G r � 01 00 cI 00 Ln O 00 O n Ln O N m rf)Ln L11 O N ry-) Ln Ln O N Lmn Ln N N fn � Ln M N fn Ln Ln N ry'1 Ln ri rn Ln o6 N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 17+50 CROSS-SECTION 540 —SPRING HILL PROJECT 535 531.55 TC 535 531.22 EP 530 2.0 SLOPE — — — — — — — 530 525 m w w — 525 c3 Ln 00 6. L,0 . M ci Ln Ln n n DO l0 O 00 N Ln N 00 m N Ln Ln a) ry.� N Ln Ln 4 Ql fy) N Ln Ln 4 (v M M Ln Ln � ri r-1� rn Ln Ln O M Ln oo N Lf1 LO rV Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 18+oo CROSS-SECTION 535 SPRING HILL PROJECT 530.65 TC 530 53o.3z EP 0' — - z:o°�iOPi= — — — � 530 525 — _ 525 520 U) Ln m w W 520 00 n co I C. � 00 00 rI 01 Ln O N Ln `i N m Ln Ln O N n� Ln 111 rn O N r n Ln o O c') m LI1 O O m M Ln m N Ln n N Ln Ln N Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 NOTE: SLOPES GREATER THAN 2:1 SHALL BE PERMITTED WITHIN THE RIGHT-OF-WAY. -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 18+50 CROSS-SECTION 0+30 0+40 535 SPRING HILL PROJECT 530 529.68 TC 529.35 EP 530 — _ _ z.0%SLOPE 525 V m w 525 W 520 m in u, S20 O 00 O r co. It M � 00 00 N �t 01 lD 00 N co O N m I� N N N co Ol N N 01 61 N N m 0) N N 00 N .6 N t N In Ln Ln Ln 111 Ln In Ln lfl u', Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 H 0, SCOTT R. LLINS U Lic. No. 035791,� 12118/20 oNAL E���� z z Zz o Q LU � w � c O - O O C U CO V) N a LU Q w J w w �■■� z Q ° C L Lf)z Q w Q w - LULU Ln uj a Ce < rn ~ 00 N co Q O \ \ \ rl z� M M N z M wCN j C) CY) N 0 W Q Q > O cn Z w � z J O J_ J V w IZ—I L LJ Lu Cr) OJ U) zry LU 0 _ (D LL WU Q V J O J N Wi--i LU Ul`n J O z W w = ' ^ U) z JW 0 O N LU w 0 w d V7 JOB NO. 182157 SCALE 111 = 10, SHEET NO. 23 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET 1 inch - 10 ft. 40 535 RT 20 - STA. 1g+oo CROSS-SECTION 535 530 528.83 TC 528.5o EPGROPEN,ENTRANCE- 530 - z.o%SLOPE — — 525 w U Z — 525 520 03 Ww W� a. W 520 Q1 n O M O m O Ln . ^ O to M m I� N 00 00 N 00 00 N 00 00 N 00 N 00 00 N l� N Ln N m N LnLn Ln Ln Ln Ln Ln Ln Ln LNn Ln Ln Ln L() -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 19+So CROSS-SECTION 535 530 530 — --G—R-O_PENENTRANCL527.21 — 525 2.0%SLOPE — — — — — 525 N _ -- 520 w� w -� 520 O l0 Ln N °° G I Ln O G 00 N Ln r� N Ln l., N Ln N N Ln Ln � N N Ln Ln r- N N Ln n lD N Ln Ln N Ln N N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 RT 20 - STA. 20+00 CROSS-SECTION 530 — 525 52o — S26.72 TC 526.39 EP r - — 2.0%SLOPE — — — — — r, a m w� — t — — 525 W 520 Ql 00 N � I Ln 4 Cal 00 O 00 O LnO N ^ N N l0 N Nrl N N N � N N N N N Ln Ln Ln LP1 LnLn Ln Ln un In Ln � Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 20+50 CROSS-SECTION 535 530 � 525,92 TC 530 525 525 59Ep �--- — — 525 OWS — -- — — — 520 m w w — — 520 O M M 00 Ol � n 00 d 0 'J, 00 -i m Ln Ol N N Ln Ln l0 N Ln Ln Ln Lrl N U') Lf1 Ln U! l� N N Ln Ln L6 N N Ln Ln N LA N L!1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 21+00 CROSS-SECTION 535 530 — _ 530 525 S24.72 �_ 525 — 2.0%SLOPE - -- — 520 w7 1 — _ _ 520 o O 515 °; 515 OJ lO M M ^ M rl ri N rl �- M m Ln N N Ln N N Ln Ln N N Ln Ln N N Ln Ln Li) N N Ln N Ln N Ln N Ln LnLn Ln U) -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 21+So CROSS-SECTION 535 530 _ _ _ 530 525 ` ' 525 0 523.82 —_ — 2.o%SLOPE 520 w ---- 520 515 a J 0 a Ln w a ,� 515 0n N Lrl nci n N H O O LO M ri M � 00 Ch N N Ln f� N N Ln Ln f�'1 -t N N Ln Ln M N N Ln Ln N N Ln Ln N Ul N N Ln ci N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 22+00 CROSS-SECTION 535 530 _ 530 525 F 525 0 52312 — -- 520 w — — - - — — 520 515 O Ln w w 515 �p ^ M 00 Ln O N 't � Q1 00 l0 ci M Ol N N Ln Ln M z N N Ln Ln rj 't N N Ln Ln r:o M N N Ln Ln M N N N Ln N N rl N O N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 22+50 CROSS-SECTION 535 530 _,s 2z.'45 530 525 525 520 CY — — 520 53-5 1 O U) W ILLI 53-5 Q1 N 0) 00 m 00 m M r\ � N O M InIN m N V) N N L(1 N N Lfl N N Ln N N Ln N L!1 ON Lf1 H Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 RT 20 - STA. 23+00 CROSS-SECTION 530 525 5z1.73 525 520 — — — w 520 — 515 J o w w 515 rl 00 l0 00 Q'1 Ql ^ O O I� M N 01 N Ln l0 N N Ln M M N Ln Ln L(1. O rl N Ln Ln Ln rj N N N Ln Ln rl N N N U') Ln O N Lfl 01 rl 111 00 rl Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 RT 20 - STA. 23+50 CROSS-SECTION 530 525 _ 0 525 0 0 520 N 520. 8 ` _ — — _ 520 515 a w w — — — — — 53-5 00 Ql ^ ri 00 00 NO N rNd O M M O Ln N Ln M N LnLLn M N N Ln O N Ln U-) rl N U') Ln O N Ln lfl 61 rl Ln n rl Lll LD ci Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 525 RT 20 - STA. 24+00 CROSS-SECTION 525 v 520 _ _ _ 0 5zo.124 520 515 Lu — — — 515 z0 a Ln w d w � — a 510 510 H 00 r0,i O 0 N 0 Ln � 0 O N M N Ln N Lry rl O Ln Ln O Ln Ln O N Ln Ln O O LnU1 Q1 Ln Ln Ln -0440 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 525 RT 20 - STA. 24+50 CROSS-SECTION 525 520 _ _ 0 520 _ 519_35 515 w — _ 515 cy-J 0 510 Ln w w 510 N 00 0 o N r� rn m rn o N Ln 00 rl L(1 of ci lf1 m rl LLf1 Ln rl Ln Ln 00 rl u1 LnLn 00 rl Ln rl Lf1 Ln rl lf1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 H 0, SCOTT R. LLINS U Lic. No. 0357911� 02/18/20 E���� z z Zz o Q w � w � c 0 a- o o c cl� U m V) N >a III w p w J Q Q Q F 1■■1 Z w w C z p w p w - LVLU w u a Ce N Q 00 N co p p Lu z� M N 911- M z w C) CY) N 0 w Q Q / O V Z� z J w O \J_ J V W H W Lu IIIIIII— I C!1 Cr) OJ ll) zry w O _ V wU Q V J O J N LLI Hi L U Ul U) J O z LU W = ' ^ cf)z jW C) 0 N LU W r-n O w a JOB NO. 182157 SCALE 111 = 10, SHEET NO. 24 5 50 56o 555 550 545 540 535 SIGH-r pISTANI 530 525 HT. O F - ----------------------- OBJ=3.5' -- 520 O r� M 00 Ql M 00 r� Ln 00 Ln 00 00 M Ol r- � Ln O O �t O M O H O Ln O O N lD 00 N al I� rl Ln Ol CO H O O m O O rn O 00 Ln 00 0) M n Ln O It a) Ln Ln M 00 00 m H N N m �- l0 00 00 m 00 cn O ci M Ln I� O 't a) N N 't �' l0 lD ci N N M I� 00 41 O ci I� Ol rl M l0 00 O N Ln �} Ln N N N N N N N N N N N N N N N N N N N M N M M M M M M M M I It It Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln In Ln Ln Ln Ln �1 Ln Ln Ln Ln Ln Ll1 � Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln LI1 u Ln Ln Ln Ln Ln Ln Ln Ln ul 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+50 7+00 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 ll+5o 12+00 12+50 13+00 SCOTTSVILLE ROAD (RT20)- INTERSECTION SIGHT DISTANCE PROFILE 570 NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. 650 650 645 HT. OF 645 OBJ=3.5' 5\GH- 640 - 640 635--�' ---�'�-635 HT. OF ��'� ----- LINE OF SIGHT EYE=3.5' - ---- 630 ___------ PROPOSED GRADE EXISTING GRADE 630 625 S�GN� o�S 625 620 620 615 - -,, 1_ -- 615 HT. OF ---- VERTICAL GRAPHIC SCALE OBJ=3.5' 0 2.5 5 10 20 _- 610 610 IN FEET ) 00 rn o rn o rnrl ci O �t O N m Ln L . Ql . N r O _r i 00 O 00 00 0) . � ci 00 l0 m l0 1 inch = 5 C 1. � am N ^ 00 0) o r4 rn N - Ln Ln 6 ^ 00 am o N r ) ci rl ci ci N N N N M �`'� m M M M M M l0 l0 l0 lD lD LO � � � �D LD lD LD 1-O l0 "0 l0 LD l0 LD lD HORIZONTAL GRAPHIC SCALE 0 25 50 100 zoo 0+00 0+50 1+00 s+So 2+00 2+SO 3+00 3+50 4+00 4+SO 5+00 S+50 6+oo 6+5o 7+00 7+So 8+oo 8+5o g+oo 9+SO 10+00 AVON STREET EXT - INTERSECTION SIGHT DISTANCE PROFILE ( IN FEET ) 1 inch - 50 ft. i0 >5 ;0 F5 SCOTkR..L LINS U Lic. No. 035791,� "118/20 oNAL I z z z J � � � FO o Q 4 1 - O a F U U U CO � N a Lu 0 J Q Q Q 15 Z V) z W D W CL C L Lu w L w u LVLu W - - LLJ ° C a ;0 C 525 520 uj 1-1 N 00 Q It 1-i ('V 00 CD rl Lu zM M 0 N z 911- M Q wCN j C:) CY) N 0 w Q Q > 0 Ln ZLLj o� W J J J_ J LL - � Q O LU W z � W OJ ' V zry Lun z _ V Q w U Q ~ J J 0 W i�—i ~ / ul U) -! l7 w = C/) z JW 0 C� 0 0 N Lu W r-n o w a JOB NO. 182157 SCALE V:i"=5' H: i" - o' SHEET NO. 25 L5 HT. OF \ \\\ OBJ=3.5' 610 \ `� 610 \ \ \ \ \ 605 \ \`\ 605 \ \ \ \ \ \ \ 6o0 \`��y� 600 \\6 `F\ 595 �0, 595 \ 590 \\ LINE OF SIGHT 590 \ 585 585 \ 58o\� 58o HT. OF \\ EYE=3.5' vv v 575 \\ 575 \ \ 570 \`s'cy� 570 \ \ \ yy 565 EXISTING GRADE \\�\0 565 \ \ 56o \\\ 56o \ 555 PROPOSED GRADE \\\ 555 \ \ \ 550 \`\ 550 HT. OF OBJ=3.5' 545 545 540 540 O 00 O M 00 00 O N O N M r, Ol � N Op ^ Ol 00 lD 00 M 00 rl 00 al Q1 O 6 � r� M Vl I� � OO lD ri I� 6 N H l0 M L!1 lD � N Ln Ol N O 00 r" O l0 �t M W �o ri �p k.0 O IZ Ol un �n 00 � i n n � n � Ln n L L Lr) � Ln � u 1 Lh Lh 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LOYOLA WAY (SOUTH) & DAUPHIN DRIVE -INTERSECTION SIGHT DISTANCE PROFILE 615 610 605 595 590 585 575 570 565 56o 555 550 HT. OF OBJ=3.5' 545 6: 615 HT. OF OBJ=3.5' 610 605 595 1 590 1 585 575 570 565 56o 555 550 1 545 1 540 1 540 O Le) N N r- O OO 01 O 1� O O lf1 Lo Ol 00 O M co � t O M� G) 01 00 O M 00 00 H rf) �t 00 ry f'� ri 61 I� M � �t It O .t �n ri o �D I� 00 00 OCY) 0)CY) O O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 NOTE: SIGHT AS-BUILT CONDITION. BE VERIFIED LOYOLA WAY (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 ( 1N FFFT ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 '5 50. 100 200 ( IN F1,ET ) I inch 50 fit. H 0, (#S T. T, R. LLINS U Lic. No. 035791,� 12118/20 oNAL Z�Cw z z < Z z O Q w � w � c 0 - o o c U CO� N >a III w 0 w J Q Q Q F 1■■1 Z w w a C z Lu w Lu w u LVLu w u a Ce N Q 00 N 00 Q CD Lu rl rn z� M M N M z wC) 01— CY) N 0 w Q Q > 0 V) ZLLj o� W J J J_ J LL - � Q O WLu z � W OJ ' V z< '-'n-' z _ V Q wU Q ~ J J 0 W I --I ul U) —! l7 z LU W = C/) z JW 0 0 N Lu w O w a JOB NO. 182157 SCALE V:1"=5' H: 1" - o' SHEET NO. 26 ►o 5i HT. OF OBJ=3.5' 565 �`, 565 , , , , , , , 56o , , ��� 56o , ` s �c ,`,yTo, 555 555 LINE OF SIGHT 0" --- 550 \�` - 550 , --- �.\ \ '�,, 545 �-,------- 545 , , EXISTING GRADE H Tp�STq� 540 HT. OF 540 EYE=3.5' PROPOSED GRADE 535 535 HT. OF OBJ=3.5' 530 530 Ln00N N M O 00 Ln l0 N O Ln Lin Ln CJ n M ul Ln O 00 Ln Ln Ht-n LLn L'1 O LLn LOl1 Ln ^ .f LLn Ul M Ln U) 0+00 0+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE ►5 570 565 555 Ems 545 540 535 HT. OF OBJ=3-5 530 I� N l0 LOn �D lD LLf) . N O n �O 6l OM LMn Ln M L(1 M L.n L y Ln L1� LI) Lin LnLn L�f1 � Ln Ln L�II lD Ln 5) 570 HT. OF OBJ=3.5' 565 56o 555 550 545 540 535 530 50 630 625 620 615 610 ••m ••• 595 590 i ■ 58o I O 575 �T. OF DBJ=3.5' 630 625 620 1 615 610 I 605 ITS Me 595 590 585 575 1 r' 570 570 l0 lD 0M w O 0) Ln N ry O CA 't OO LO CY) �Nt lND 00 iO00 00 O H O O N i ry U) 47 O O NO l�1' M LO N 0+00 0+5o i+oo i+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SHERIDAN STREET & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. 0+00 0+50 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 0 2.5 5 10 i ( IN FEET ) 1 inch = 5 tl. IIORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FFFT 1 incti = 50 ft 555 55u 545 HT. OF OBJ=3.5' 540 55 50 45 40 535 535 It M 00 ^ LD Ol 00 00 U1 Lin ^ M M Ln In � Ln M M M Ln Ul A Ln 4 Ln Ln Ln Ln Ln Ln Ln Ln L!'1 Ln Ln Ln Ln Ln Ln Ln U1 Ln Ln Ln Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LOYOLA WAY & BERWYN LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT R. LLINS U Lic. No. 035791,� 02/18/2, ��S�S I oNAL Z�Cw z z Z z o Q LuW z z c 0 o o c CO < N a W 0 J Q Q Q Z Lu LuC L z Lu Lu u WLu Ln uj ° a N Q 1-i rq Q CD \ \ \ L9 rl zM M N M z � w N 0 w Q Q > 0 V1 ZLLj o� W J J J_ J LL > Q O W(D z � W � V ' Zry Lu z _ (D Q WU Q ~ JLn J 0 Lu i—i ~ > 2 ul U) —! l7 W = C/) z 1-4 j W J Q CD 0 0 O N Lu W W CL JOB NO. 182157 SCALE V:i"=5' H: i" = o' SHEET NO. 27 19 _--- — II LOT � GRAPHIC SCALE n2/ LOT53, LOT521L0T511;IW. 5011 1 II I 411 '�I II \ ',� 15 30 60 ,I II'vv``°`. - t"�v II LOT OT `` \ SL 5 I'III ```/°� � ,I �L 5 I � °\ LOT 56, LIN A-S ES EET2�� ` 17 Itk�I` PROtPOSE�D` . t" ` ` t ---� � ` / �� LOT 5 vv ,/ �I I ill I I � I I I I l a� � "I �� I I I I I• I � ( IN FEET) I k t _ I t Ii I ` � tttt��� v — ,v v v v I I II I i I ---I��I I1 inch 3Q ft.QPEN SPACE ` OT --- _ \ j `. �, II; vv v'III -�i LOT 60 - _ __ _ _I _ �� `� `59 �I � LOT I \ I ,I I t �t I" k \\ — — — — --- —' / yea TONAL '6 •t " tk " t _ I \\ I \ I 16 � I II t t " t , « t , t vA\ ��v v t - LOT I � kt tt t I `I t t t k \ �\ � v A VA A � • V I I ' � I \ � vv vv _ _ - • - v v II t v� t t � � �� - � _ v �• a kI t k " t k t , tt I t k kt \ _ �- - WA — y� 3 --- 1 _ I LOT ,-� , -, "_� ex L YOL _ _ - - - -� — 62wooss I II I z _°�W \ w 4& LOT 63LOT I II cz�n I ` It ` t •` k" ` ` �` t" ` ` � I , � - ' ��° b x _ ___ -- I I � � � 15 NOTE: ALL LANDSCAPING OUTSIDE OF w __- t THE RIGHT OF WAY SHALL BE o ENCOMPASSED BY A LANDSCAPING Q � z z - - AND WILL BE MAINTAINED I I I I w w EASEMENT A O ¢ z � o I1 11 1 BYTHE HOA. p p p -- u u > \�--\ o- / LOT \ ----- r \ 13 } I �0 Q� --- yv I II II III I I I I I I I I I � w � Q Q z v I I o I it i \ x `� �� LOT LOT LOT LOT LOT NOTE: ALL LANDSCAPING WITHIN THE z Q w w o ---_�__ �,' � � �� � v v v I I I I I � I I I I J a s LOT x 82 83 RIGHT OF WAY MUST BE MAINTAINED H p p p w I �.� �, — 80 81 12 -� z 64 LOT ; I III I p BY THE HOA THROUGH A VDOT LAND > W uj -i 1 ' 79 - - J USE PERMIT UPON ACCEPTANCE OF > > I__ I I` �j` ��------- I W w w w _ I I L ANY PUBLIC STREETS. I I a OT I - I I m _ - I I ------------- ------ ----- �Ix I 1.�. a LOT 'v p �- ----- I I I I II 11 I I II I a �� I I---------� % ; II o LOT T _--------1-- _ — — — _ — — — — — I - ----- -- - . �- 7 I II x �� 8 J �`---- \ ----- - -- -- - LI Q I I I 65 I' \' \ —�— —— -- I �� I II TMP 90-35 r LOT--� I� SNOW _ t . " --- t DUANE E. AND ROWENA M. W m 77 `' \ k _ I x LOT "I D.B. 702 P. 792 LOT (I I x \ - - - ":� I D.B. 657 P. 234 PLAT "' I �� LOT ��' 10 I l _ 66 ; I�®, 76 LOT ��+�--, � � �� I x ��_ � � , �/ :� "t",�•t ,.� tt."E,t `ktkt`�t.kt`"•".� t" �� II II I I I I II x- I I III Ir -_ I_ x ,� t •` r t • t t t -- � t, t ,' III I ; 1 � \� � '' � - .: ; ` " .. `•>`' k ,` t` k` t t` tt ` ` ` ; -• ` t ,` ,` k` ` t t` "` t . t .` : t -` .`-t -.- - I I I LOT _ _ t.�, tk�,xk� ktk — T ` k ` ` I I �� ` t t � t I — `k I I a/ Q t k.,� t t t V L ` ` I ; . t t t I I LOT 1 � t °, "k,k �"•�,�-t .t" `t,t `tk,k "ttk ktkk `. t °t,t tk,t ttk � , I I _ I� I � o 67 I �t t V I�I Q00 I; I x LOT o o ��\ ---- - CD I3 • I -- - ,--� -! P rt -- — �.t ` ---- x _ 7 � I_ II I� I ❑ \i I- ----------�-- III t PR POSED` t t I -_ tk t kk Q I I I- I I I t t, tt kt t tt ` `k LO I —I_ —_ }( k . t t t t t t""" t t k t t t k t ` t t t k k t •• t, ` t t t o - - t - --- a -- � t ` t � ° k t --------------------- ---__-____- _----- t t t t t I I I T - --- iu l! I II I I I LOT OPENSPA,CE."tt``k,E `ttktt`kkk t `k`ttt; ,e �I 6 L--� I Lu t k t t t t t k k k k I I, II � LOT I �I" I I � I t tk ``k t . � ktk tttt t ttt I li i . I t `t: t tk `tt t.tt ktt `t..;t . t �< ``ktt t•kt °k tkt" -_ ---------------- O � Ij 68 II I _ _____________________ I- �I ° `` «` ` `" t` . t t " IIII I k t ' z------------ TMP 90-27B -�\ ti STEVEN W. AND BETTY C. JOHNSON LOT I` tt r t ` ; x LOT M D.B. 1026 P. 715 I ,I I 74 D Co a I k tt t 1629 P. 616 PLAT ; i it I I I i i �kt,t k tt,`e``.kt`"`ttt``t ; Q 5 L I i d� t ` I LOT III I ° I t k t �I N III I II `�! I I ' I I tt`k't``kk`t`k`t`tkt`t"ktt`k`t:k"tt``t"`:k"tt"`t`°4t`t"`kkt`t`tk"` � Q! I, II I � I Ikk4t tt, ktt `ttkk t. kkt"t,t ` .kt °tkt tktt �kttktk.t `tt kt k " k k; �� t , dl x LOT I I I I z I I ` t t t" k` t k t t k t "` t t t t t t t t k t k t t t t t t t t k t` t t t ` t t t tt t t t" k t k k ` I — � I x LOT I I I LOT I I N _l I I , ; t", k t kt t t kk t °t t t kt t� ;�.k I t t t k k t kk t ` k O � I k " I.g � t t ` I t t t 73 k t t kt k t k, I I � I tt t t t t t t t k t "�. x-� I I , k t t t k t t "t t t � i I I I I t I t t t tk �t 3 I t " t t t " I L T ` k k � 0 t t It ` I I I I �� I I I I Ittt °•t" k.kt tttt tt, ktt `tk `kt, °tttk``kt k"tt `tt `tkk `" `,�ttt . � _ - II � O I,I II II — - I I , I I I ". ``k tt ., ``` "``t ``tt `" '`t•t tt `t ``tt ``` `k` t `��`.t I ' � r I N I I 170 I - ------__- - t ` ° ` ° ` I I �k 1 LOT I N --- II I ,I� I .�I I I I t, "`et�, tktk ttk" `t k kt° t .tek tt kttt •tt,t tt,t tt " k, . tk ""��" t. t I I, 2 I I I I I --- II I Q - ---- --- - ---- - - - ---- - \ II I- _ _---- II I LOT � I; I,t"`kt. °e , k,t..kt `tkt t`tt ktt, `tt",``t t ` `ak"ttt.,"e "t, t"t"t;F�t�tk�" '—I b �• � I I I O LOT Llj I; I I LOTIII J I I I it k I _ I % 71 ° I • I I . I • P . o , , > Q Q ! � J ° . - - --- ----- I ~ � t --- - _ L7 7 I S_ _�,I�,_ _ �,_ _. __ _ __ ____ =_._sue, _ _ _;_ __ -- _�_ ---- S z I— — — — 1 — — — — — — — — — — — — I TMP 90-27 — - \ - - - - - - - — I — — -- ---- -----------� -�6 LOT1A I ❑� �. -w-w M M -wM-MGM-; ,-M - LL.I I BE�Va/YN ANE I I b � IM �I \ ROGER SCHICKEDANTZ i I� e o _ I r = V Q D.B. 1244 P. 461 D.B. 629 P. 616 PLAT ¢ t` " ---- - - - off- --- - -- -- ---- x x ---- ---- --- ----- --�-- x U l/1 D.B. 530 P. 164 PLAT I 1 i 1 1� ` —J 0 t \ o W I --I Z S t t I t . i >J • `t I -- klkit I L—J—�-- I t I L—J h--I — ` t �" I t" ` I t t I � I / � �� • i U) J l k I I I LOT LOT LOT " LOT LOT LOT LOT LOT LOT LOT LOT ` I t` . " Y-j k I, LOT LOT LOT ¢'k` t" LOT I t t ` ` t'I LOT LOT / I � I --I I 98 I ` I I° t `I 86 W x " t 97 / I t l I " 84 88 90 94 96 100 I 91 92 � , I t 85 I ` , 87 89 93 95 99 = . I . W I I / I kl t t I I I I i L r� x - - ` — — — — — ° - k`t`;�\` `rtr — t.tt .et —�r ' 9 �`t ``". —t" `t -, — ." - � " — -- _— • — -- � I, � I I I! t ��, �— I —I .t I,t� t•t tkt,`tttt t", `kt �t�"" tk .t,tt t,tk tte ".." tt .. "t,-1— `t ; " k - "PROPOSED `t kt tkt tt t" tt, k, ." t" tt t.t t e. I �. _ W I , ; s I` ` t t t � k OPEN PA k " 5 C t ` t t t t k I I t " t I -t a (0.6 QC) I --------------------' - � BENCH MARK IS Q V l -� I I - i- - - _ CHARLOTTESVILLE GIS rr nn : —t— — --"--- -- I S V �\`• - - k = -t-` - k -t -- -t k t - - - --i --------------------- ROUSE=SIRINE ----TION1 \ 4k. tt k ��t"k `kk t N38 .3040 O k tt �t k""``" tt`k``` `tt``` I E11482334b� N - - - - - - - I s �O s o I ELEVATION 527 k <, t t t t k t, t, t"t t t " .. t t"t `t kt `," `k t "•. tk •• - '. � . • - • - - - °" tk t o o 0 • • � • e o eye t .. t .o 0 t t t o - ------ -- - _ -__ y — ♦ U.S. RT 20 (81 SCOTTSVILLE ROAD (55 MPH) - -- - --- o w -f __-- _ HWPB.1 PG.35 �- ---------___ Ln -------- J 1 _ ------------------------------ ____ JOB NO. ----------------- ------------------- - _- 182157 MAILBOX El MAILB X — — -- - ♦--------------------- y \' _ SCALE \ i \. c� � � � 1�� 30� SIGN ---- > MAILBOX MAILBOX SHEET NO. -- -- - FfI _ T MAILBOX - 2 < m County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp TH-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 9 Trees to be saved, ® Lim is of clearing (outside dripline of trees to be saved); ® Location and Type of protective fencing, Z1 Grade changes requiring tree wells or walls, 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: L1 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the hee marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: Ll Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: Ll Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. EJ Fencing shall be in place and shall be inspected and approved by a County hnspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: Z1 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damage trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATIOPa REQUIREMENTS. 10/1/19 1992 3.38 Source: Va. DSWC I1I - 401 Plate 3.38-2 Conservation Plan Notes: 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 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED Plant Legend PLANT SCHEDULE SYM BOTANICAL NAME COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (sf) QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 103 1 48513 NOTE: 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY 1. STREET TREES PROVIDED 40' O.C. AND 5'-io' FROM PROPOSED UTILITIES. SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TOTAL STREET FRONTAGE = 3,88o' REQUIRED STREET TREES: 97 (1 TREE PER EVERY 40' OF STREET FRONTAGE) 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED PROPOSED STREET TREES: 1.03 BY THE COUNTY ENGINEERING DEPARTMENT. NOTE: 1,598' OF STREET FRONTAGE ALONG DAUPHIN DRIVE 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE REQUIRED STREET TREES:40 LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST PROPOSED STREET TREES:44 EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF NOTE: 1,151' OF STREET FRONTAGE ALONG LOYOLA WAY TREES TO BE PRESERVED AND PROTECTED. REQUIRED STREET TREES: 29 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE PROPOSED STREET TREES: 29 WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER NOTE: 736'OF STREET FRONTAGE ALONG BERWYN LANE OR TREE SPECIALIST. REQUIRED STREET TREES:1.8 PROPOSED STREET TREES: i9 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN NOTE: 395' OF STREET FRONTAGE ALONG WARKWICK COURT IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. REQUIRED STREET TREES: Zo 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. PROPOSED STREET TREES: ii NOTE: SEE SWIM PLAN FOR BIORETENTION BASIN PLANTINGS. OSED i e OPEN SPACE` / y OWNER SIGNATURE (DATE) / _ _ _ - - - - - - - f �' ` : ` ` Y -- LOT LOT LOT TMP 90-33 JEANNETTE D. SMITH j' / / ` �� i ��° wv \v LOT ill LOT illl 31 it 30 it 29 CONTRACT PURCHASER SIGNATURE (DATE) I D.B. 4254, PG. ` / ,` ` % ` . ` �\ it 32 - 5/1/06 Page 1 of 1 �/ / �� / 33 I X ' LOTOIC 34 V LOT 3 SA - e ` �Ikl s oN k l TREES UP TO 4" CAL. SHALL BE STAKED 36 ' ` / ` .` _' / WITH z-z"xz" HARDWOOD STAKES. /` r'l _ — — _ - — �� LOT ` ° TM 1 P 90-35A TREES OF 4" CAL. OR LARGER SHALL BE - �v , / v �,® k I ANG HOLDINGS, LLC r I GUYED WITH 3 EQUALLY SPACED, TWISTED, 37, / / y / -- — L -- _ _ _ —, — M � —. — — D.B. 102� P. 715 I AND TURNBUCKLES. LOOP HOSE AROUND - - _ �t ✓ / f \ \ LOT — - r D.B. 657 P. 234 PLAT TRUNK. FLAG WIRES WITH COURVEY TAPE. it` ` i--- ----- 38 REFER TO SPECIFICATIONS FOR LOT II LOT I / FURTHER INFORMATION � � /` � .k •k` �* �I I I LOT I II LOT I s _40A GUYW � I I r I ` RES IUCK ESz/3UPTREE ITH RUBBER OSEAND � TURNBUCKLES V 1 z"xz" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES z"xz" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale GRAPHIC SCALE 30 0 5 30 60 ( IN FEET ) 1 inch - 30 ft. 120 — - - iQ�° Q1` LOT �I Uj y i / � • ° • v wv - ° ` - ` .k ' -� v � III I I II I ° I ° — k r — LOT r\ / / /// 27 I ——DAUPHIN DRIVE— w •. .o M .;o OSED' LOT - I PR P II O LOT �� s _ - _svv° I. `.OPENSPACE. 25 - - _ _ LOT LOT I I kk k� 24 44 � � �` I I k t� I 44 t v ��---' av� �v �. T O LOT /' --- -- �� L T I I II II I I I `�`�,. v �� • e � �� �j I I I I / / i.,� ` ;� r� �`` 4 45 t �� k k 23 /I i , t` , / k ` .� I I LOT II LOT jl I :k .` , °� `p .` ` ` ` y °k:` ` : \ , j I.` 46 ii ;I LOT LOT `, 47 �.,vv �..,`.�� �. 48 I; 49\ �.tt` \\\ LOT ,/ ,( `�t `.., `.,t •k, k., \ �, I II II I I 1 .,4 ., `.,t \\.k �<, � �\ — I I I 22 I .k ` � `�\\. `� ` .\� y� t - I` I I � E � ` � ` �\. ` �. t r� � \\ \\ \ � ��°•_ _ I � i---------- -- - - - - f LOT t ` � I I 21 k`, k t k ` LOT 4 � ------- — --\a\--- �k \` k \ LOT —-- — ... �� �`` `., `, e`,ttk`... ``•,tk`<.,k`` tt``r _��,�k `r.l E`4` � °I•.``ke.`` `` `�'° --- I 19 -T \\ L 7 k 1 k LOT II jk k T - .� OT 0 OT OTv`` �. 18 t7 k L 53''I L 52', L 51 ' L 50 ' ° � I LOT 54 LOT 56`v 'I LOT 55;11 LOT LOT 57 \ I I' II j I I ATC'LIN A-S ES EET2 \` 17 1 \ d PROPOSED .` k` .. , OPEN SPACE LOT (1.o AC) ��v "LOT 60vvv ,I III--- _ _ _ - - - ��v�� ` v i - - - -' - - --- - .via ° 16 7 L __ — — LOT v, - _ - — .�_ °-------- - -� v. r 61 I °ae;o o 7 b LA WA ----- U) �— .` °; .` ° ° ` t � ° ` • ` LOT - � v,, _ , , _� . k � LOY_ � — `—� — � � = — — � 62 LOT i�' / - k°, - ---- -- - / - - - i I 63 I / r tl ` LOT kN 15 � T A - �� LOT F I I III I II I I I NOTE: ALL LANDSCAPING OUTSIDE OF THE RIGHT OF WAY SHALL BE ENCOMPASSED BY A LANDSCAPING I III EASEMENT AND WILL BE MAINTAINED I BY THE HOA. NOTE: ALL LANDSCAPING WITHIN THE RIGHT OF WAY MUST BE MAINTAINED BY THE HOA THROUGH A VDOT LAND USE PERMIT UPON ACCEPTANCE OF ANY PUBLIC STREETS. -,,IN kR..L SCOTS� C-) Lic. No. 035791 ,�12118/20 ���5� IONAL --- V) Z Z - W W z Z O O a O m U M W ~ V) w 0 J Q a Z Q W W a- d V) z o 0 L> > WW Uj N 00 Q N 00 `YJ W NN VJ N N WQ Zw J_ U) w Lu 0 z ry J a W" Y W H in Zw w V 0 0 N z Q J V z_ Q U/� L / 0 z .J I- LU a � JOB NO. 132157 SCALE 111 _ 30� SHEET NO. 29