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HomeMy WebLinkAboutSUB201500159 Plan - As-built Road Plan and Comps. 2021-11-30TH 010 7`�� 0 O � COTT R. LIN 1 lu No. 35791 I�Ll WINTERGREEN FARM (OAK HILL FARM) PHASE I, IIA, IIB, & III ASBUILT SCOTTSVILLE DISTRICT GENERAL NOTES OWNER/DEVELOPER: SM CHARLOTTESVILLE, LLC 11710 PLAZA AMERICAN DRIVE, SUITE 100 RESTON, VA 20190 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST,, SUITE K CHARLOTTESVILLE, VA 22902 (434)293- 3719 TAX MAP NO.: 07600- 00- 00- 049BO DB 3310 PG 743 65.90 ACRES 07600- 00- 00- 049CO DB 3310 PG 743 5.45 ACR�'S 07600- 00- 00- 051 CO DB 3310 PG 743 5.10 ACRES TOTAL PROJECT AREA: PHASE I - 35.72 AC (45 LOTS) PHASE IIA - 10.91 AC (17 L 0 TS) PHASE IIB - 9.98 AC (10 LOTS) PHASE Ill - 20.32 AC (13 LOTS) ZONING: ENTRANCE CORRIDOR, STEEP SLOPES 0VERLA Y, AIRPORT IMPACT AREA, AND FLOOD HAZARD OVERLAY R-1 RESIDENTIAL (ALL PARCELS) -STANDARD LEVEL CLUSTER DEVELOPMENT BEING IMPLEMENTED IN THE RURAL AREA. =BONUS LEVEL CLUSTER DEVELOPMENT DENSITY STANDARDS ARE BEING IMPLEMENTED WITHIN THE DEVELOPMENT AREA. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBA CKS• FRONT- 25' SIDE: 15' REAR: 20' SUBDIVISION STREETS. • CURB & GUTTER WA TERSHED: BISCUIT RUN / MOORES CREEK WATERSHED - THIS LAND IS NOT,. WITHIN A WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- AS -BUILT SURVEY BY ROUDABUSH, GALE AND ASSOCIATES, NOVEMB�R 2018. DA TUM: NAD 83 LIGHTING. NO LIGHTING IS PROPOSED PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE-FAM/L Y LOT. ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF ALL GS-SSAR J ROADS BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS 100- YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER ON FEMA MAP NUMBERS 5100JCO229D & 5100JCO245D ADOPTED FEBRUAR Y 4, 2005. THE PROPOSED DEVELOPMENT SEDIMENT BASIN OUTFALL STRUCTURES AND SANITARY SEWER EXIST WITHIN THESE LIMITS. THE PROPERTY IS NOT W/ THIN A DAM INUNDATION ZONE. RECORDA TION: ALL UTILITY AND DRAINAGE EASEMENTS AND RIGHT-OF-WAY DEDICATIONS ARE SHOWN IN THE FOLLOWING DEED BOOK AND PAGES PHASE I - DB 4917, PG 1 PHASE IIA - DB 4981, PG 496 PHASE IIB - DB 5044, PG 329 PHASE Ill - DB 5073, PG 623 ALBEMARLE COUNTY, VIRGINIA SUB201500159 I --------------- SHEET LAYOUT SCALE: 1" = 150' VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 PHASE I ASBUILTS - ROAD PLAN 3 - PHASE I ASBUILTS - ROAD PLAN 4 PHASE I ASBUILTS - ROAD PLAN 5 PHASE IIA & IIB ASBUILTS - ROAD PLAN 6 PHASE III ASBUILTS - ROAD PLAN 7 ROAD PROFILES 8 ROAD PROFILES 9 ROAD PROFILES 10 DRAINAGE PROFILES 11 DRAINAGE PROFILES 12 DRAINAGE PROFILES " NOTES & DETAILS -�3 ROADS LEGEND EXISTING CULVERT CUL VERT A DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC- 3A DI TCH F6- DEP TH OF EC- 3A DI TCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH TOTAL SHEETS EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING LIMITS �- VDOT STANDARD STOP SIGN EXISTING CONTOUR — 200 PROPOSED CONTOUR 20o 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX NOTE: 1. DRAINAGE, ACCESS, AND UTILITY EASEMENTS WERE RECORDED IN THE FOLLOWING GEED BOOKS: A. PHASE I: D.B. 4917, PG. 1 B. PHASE IIA: D.B. 4981, PG. 496 C. PHASE IIB: D.B. 5044, PG. 329 C. PHASE III: D.B. 5005, PG. 778 2. ASBUILT INFORMATION! WAS COLLECTED BY ROUDABUSH, GALE & ASSOCIATES IN 216, AND UPDATED INFORMATION IN JULY 2021. PLANS INCLUDE ASBUILT INFORMATION FOR CURB AND GUTTER, ASPHALT, SIDEWALKS, STREET TREES, AND SIGNS. 3. ASBUILT PLANS WERE PREPARED BY COLLINS ENGINEERING, AND UPDATED IN NOVEMBER, 2021 FOR THE FINAL ASBUILT SURVEY INFORMATION. 11/30/21 AS"I U) z O i-1 w U 0 oC a w U O Q m 0 Q Q z z Lf) z w O O w 0 r-1 W J U rn^. v 1 z U) W z li M z0 c O 0 LL. LL. > w > D W z a Q Q Q z D O LL V J ce Q m J Q O U 0 J m D Ln 550.17' INV IN=536.58' 15 HDPE PIPE INV OUT=536.48' 101.2 LF 15" HDPE PIPE 3.15% SLOPE 72.9 LF 1.55% SLOPE LOT 49 NO PARKING ALLOWED y " ON INSIDE OF CURVE 0� ,I Ii�,r�j1 , � t,"3 95' Nowr `'ESHEET5.r,HLINC546.46' 533.31' SDMH `03.12 also yes 546.74 STR -112 ' ' LOT 46 ' TIE-IN TO EXISTING �O 547.08 :. CURB INLET > �; 532.72LOT :. 32f SUN SET AVEN U E 51X3z• TOP=543.43 32.81 - a,,Y INV OUT=536.33 ,�..y 530.7 '�, m X y EXTENDED Q + STA. 8+35 co O 3 STR -1 1 0 543.69 542.91' CURB INLET i 4 STR.111 0 Tw; 531.48' , , r �o TOP=542.96' ` ;' 15" HDPE PIPE 31 4 <: + r , , r ' r E THIS SHEET j , ° ai :. _ E INV IN-534.86' \ ;: 28.4 LF 531.68 ---- , , , ` rATCH�INE S 530.46 �G 5.18% SLOPE wo 5 INV OUT=524.66 •� , , /� 530.44 531.87 Q �P r X F STR.109 31 531.10' ..... - '�S 15" HDPE PIPE ' ` r 30 3 ��� S� 111.9 LF 30.50' 529.91' 532. 0' ��`-`531.21' � P,�_ F QN 0.68% SLOPE Jr 2� 87 'DSO ° j 529.88' so 533. 31 -�\ : + 5 LOT 39 F�� o �s SUNSET o STRA05 °, F 537.03 AVENUE ROW 15" HDPE PIPE _ 537.08 ' IiB 16.3 LF STR 106 537.19 4 532.57' CURB INLET r 527.42' , 0.80% SLOPE TOP=528.31' 533.35 ,3.04, , INV IN=522.41' LOT 45 �3 f 32.95 r � e STR.107 27Y, 't STR.103 INV OUT=522 STR-108 ;., k 15 HDPE PIPE CURB INLET o +c 30.4 LF 15" HDPE PIPE 527.46 �0 <°,� , 15 HDPE PIPE i 0.51 % SLOPE ° 28.2 LF TOP=532.07 ..� \ 9.74% SLOPE :X Q �� I + 3.12' 2.3% SLOPE INV IN=525.42 ` 531 i 4 ' 533, 31'' SDMH v' ,01 INV � �' OUT=525.37'� y i Y 5 525.31' LOT 3 8 STR-104 5�31.7 , i 'S TR -10 0 B + + 46 532.72' CURB INLET NO PARKING 5 / + 25< 1' 32 2. TOP=528.73' 530.1 NO PARKING i GRATE TOP INLET + ; 32.81'---- SPEED ZONE 25 MPH INV IN=522.20' TOP=530.69 525. ST °(SET INV OUT=522.82' INV IN=522.20' 'e SIGN 2I8 +T+ � ,3 ' 527.92 STR-114 INV OUT=521.15' ,o k }� k00` STR-100 +++ j 0 531.48' _ ETHIS SHE CURB INLET `l` �� ,yB 528.10 i CURB INLET ++ Y. o LINE c� + + TCH SF r 31 4 IV A ` � r ,� f TOP=528.57 LOT 44 + 531.68 fTOP=530.72 /+ 5 CONCRETE _ INV IN=522.22' ++ ++ , ► ' s INV OUT 524.52 X527.93 25.51 $ > 523.16' , + r \530.44' LOT SIDEWALK (TYP.) p < '��, 52 .26 INV OUT=520.12. STIR. 99 I r r 529.57 STOP SIGN F 2 3 j 528.25, 15" HDPE PIPE r + + j 25 R Jrk -LOT 3 5 52 0.50 9.91 so °3 30 � 52 ' ` / ,tit 3✓ 527. , <:: 9.84% SLOPE+ + "� � o � _ �29 � LOT 36 528.52 F 66 Y \ I- �or'S, 23.81' STR-98B T+ i o :. r w CURB INLET +++ y 532.0829.6 + ='= 530.4 ' a TOP=523.19 + + o° '� 1.06' + +`:, 520.49' w 533.8 ' �x 28.48' STR 98� < INV IN=516.49 ++ w521. INV OUT=514.64' + + r r ' f , . CURB INLET �521.30 + 534.78 % 15" HDPE PIPE + - w , TOP=523.00 5 1' 28.1 LF � ors 519.76 - z 535.7 �- /32.12 ,.. 29.56 0 5 5 + a -� 537.16' INV IN=516,75' _ 0 1.92% SLOPE + t _ k5° ~` STR-102 + 15 v 6'PLANTING �16 INV IN=514.10 ++ F C� 33 88' F-- S30.4 ' CURB INLET INV OUT=514.00' ,f r7+3} - 07600000005200 Q STRIP (TYP.} +; ... ti: _� -p + �+ h WINTERGREEN FARM LAND TRUST; : + TOP=528.70 SPEED ZONE 25 MPH: 54a �.� �532 - < + BARRICK & JAMES N DEINLEIN 541.31 ,, 6k°o - 's T Y 17,13' '� 09 INV IN 520 50 541.66 ; .., .- 0 1 a _ R1 27 �T►++++ - TRUSTEES INV OUT 520 40 v'1 5 ' 541.85 15k5 X5�.38 517.57 , t �-� L0 T 4 3 STR - 9 6 B + 516.80' 541.50' 541.75 Z :: -� 539.12-''-� ,. 533.69' STR.101 `a'+ GRATE TOP INLET ++ `''x ZONING: R-4 RESIDENTIAL ' - 535.66' 536.86' 540.51' �� - , \17N 5 � f \ + + o 538.50 j _ E PIPE - , O 1 5 3 • _.. 15 HDP .:., ..:.... _. - � .._.�- -. 1 +O -�-"" E _ __.--_ .:...,., •=:• 43.1 LF PARKING ALLOWED -::.? `'o NV OUT 506.48 + + `� 5 87 7%' S ON THIS SIDE 5 •1 /' 5 :.9" G, 8 4 o LOPE 17 5 a. 5.. +5 , 4 -X,54'I 90 / 1 537.18 STR.113 515.50 _ -. x�40 6 _"41:58r." 541.95' Yt . 15 HDPE PIPE Z, + N -'�535 60 - --538:58 539.18' 61.8 LFLOT 26 / / .F + z I., 3 _ 3.75% SLOPE w21 35- 289 T 540 ' _v 8 / / + 541 TR 97 51 �x 15" HDPE PIPE 51 1r � :. 512.88 � � o�r` 514.42' < . 541.85 190.0 LF 10 � ' 15" HDPE PIPE f .,.- 0.40 541.10 8.43% SLOPEk / / 129.3 LF + ` 0 5 j' ' 533.65 535.58 538.43 E K O U RT PARKING THIS ' " ° / / 2.84% SLOPE -- 11.8 `+ NO PARKINGMARGON CR+ SIDE ONLY STR.95 U B L� C R/W P L_ 0 T 2 2 15" HDPE PIPE / . / / ++ S `• STR - 7 6 5.45% SLOPE a'29.7 LF + G ;a 510.4 STR-96 L 0 T 4 2 + V_­ GRATE INLET + 49 5 CONCRETE / / 510 4 / CURB INLET SUNSET AVENUE ROW ' '',TH 0� o � SCOTT R. LINS �e, u No. 35791 11/30/21 ZONAL E z O U z o uj a a w U Z m a 0 z zQ ZLu > o0 ~ ooz w H � U V w a -' z w z i o � � " O o � LL. H- C Ww Q co o z � Z O U O -j O a � w °' CO Q O U OO J f-. m Z) U) + o TOP=510,35' / / + „ SIDEWALK (TYP.) / / / TOP=509.21' � '...• �.. INV OUT=505.60 / / - �o ,.:. 08.72' INV IN=502.81' �� r+ X:�3 66' / / STR 94 ,r INV OUT=499.61' LOT 23 CURB INLET ° + ' / / '<; - � 1�• / �•`-i� -- � 076000000052N0 `- ��- / TOP 508.74 -kh - LESEMANN, WILLIAM G III OR STR-74 PHASE / - i s: \ + GRATE INLET � / INV IN-501.54, ,} 5018.56 + + �/ �:4s � . - \� WOOD OR PAUL H WOODZON LOT 2 5LOT 2 4 = INV IN=497,99 . 7•86 G 13� TOP 506.76' STR.93 INV OUT=497.84' ' ': ++ + x \ R-4 RESIDENTIAL 0 INV IN=501.72 ff s ♦ Y 0.45 AC. ' 18 HDPE PIPE \X507. , :._, + ° - ,law i` INV OUT=496.88 70.6 LF '- , f 07.92 507.05 / + X516 1.59% SLOPE % F STR.75 10 \+ + 3. 0\ \Immom f 15" HDPE PIPE STR-78 ° \�07.19 LOT 41 � 40.0 LF CURB INLET "' 507.25' ` • k , 06.51 �} + + +U': 512.72' �N LOT 20 ;. + O FAar NOTE: 9.7% SLOPE TOP=505.22' ` 506,98 �. / co - f z 6.21 + 1. DRAINA E, ACCESS, AND UTILITY EASEMENTS WE E RECORDED \ INV IN-496.42' \++ F+ Q = \ \ STREET SIGN 506.40 : , � �P IN THE F LLOWING DEED BOOKS: STR-92 x INV IN=495.07 + o., BENCHMARK - TOP OF INLET A. PHA E I: D.B. 4917, PG. 1 \ \ OU - 9 7' 505.46 ` ' �� 5a6.19 ,' GRATE TOP INLET \++++ :yg':� rl,. INV T-4 4.7 1 ELEVATION = 12.0 TOP=501.95 �, '� � �, 5 4 N STIR. \ \ `� , /`��X � �•� .� ��:,,.. c�ti STR - 9 0 f , Y 5 � �` �- r , ,. � NAD 8 DATUM B. PHA E IIA: D.B. 4981, PG. 496 STR.77 SPEED ZONE 25 MPH 505.8o s �: c INV OUT=497.85 + {y 3 C) C. PHA E IIB: D.B. 5044, PG. 329 15 HDPE PIPE \ \ --.r- o CURB INLET 15 HDPE PIPE '< _ , C. PHA E III: D.B. 5005, PG. 778 138.0 LF 24" HDPE PIPE h ` ' xo° \ • : ��F TOP=503.59' 29.8 LF A PATH T + 1+ TOP B 512L.04' - �0) 5.55% SLOPE \ \ 124.4 LF 5o4.3a' ' •;. •' �f� 3 si ASPHALT WALKING T (YP) \ _E � •��, _ a ;: , �ti O V OU = 97.7 3.92% SLOPE _ 2. ASBUILT INFORMATION WAS COLLECTED BY ROUD USH GALE & t_ F IN T 4 4 + ;= t,> INV IN 504.3204 IN 216 AND UPDATED INFORMATION N JULY 2021. \ \ 4.47% SLOPE f ; ` 05.41 25 R 505.28 504.74 �q� S -88 + ,, ,M '-:. INV OUT= . 7- ASSOCIATES N TR PLANS INCLUDE ASBUILT INFORMATION FOR CURB ND GUTTER, \ 6' PLANTING r'.c,�: �_ ij CURB INLET +� v - Q �� CURB INLET ASPHALT SIDEWALKS, STREET TREES, AND SIGNS. \ STRIP (TYP.) 502. 9' ,� ; . 504.80'� 50\ y'OJ , \ +,?rX 11 511.70' - s �'\ 4 TOP=503.68 504.23 `,� .; : �� 3. - f + ° TOP- 508.53 3. ASBUILT PLANS WERE PREPARED BY COLLINS ENGIN ERING, AND \ \ Gam" r'�g, Xo ,X 90' �` INV IN-496,68 STR-86 + �+ 1= ' ` INV IN-501.95' z UPDATE IN NOVEMBER 2021 FOR THE FINAL ASBUI T SURVEY \ \ x�°� �;..fa. 0 04.47 / INV OUT=496.59'LOT: ++ d g ' , LOT 19 ti _ z , �: 4 0 CURB INLET r 510.13 � ��'- .�504.37 -� ��. � T � :� '� _- � 1�1�/ OUT=501.78 W �.� Q INFORMATION. PARKING ALLOWED � STOP SIGN\504.7: - / TOP=511.44 + + ,_I STR-72 ON THUS SIDE Y x502.56' t \ `'c :� / / STR.85 - -+ CURB INLET \ \ `` 04.0 .�56 15" HDPE PIPE INV OUT 499.20 +8. STR.7 �, < NO PARKING t- '`� TOP=497.16' \ \ 499.10' s, 504.30' \ 4 \ 121.4 LF STREET SIGN + 24 HDPE PIPE _ °o S:: 503.94 / + + LL INV IN=489.21 .yx F` ;, + `� \ ` 51.27% SLOPE ++ $, 0.9 \ x509.4O' 31.9 LF , \ ti V Q LOT 18 1.79% SLOPE INV OUT=486.16 502.70' w STR.89 �, s'o , �� o STR- 84 SPEED ZONE 25-91PH YT o w - �� ff \\: , 4:.: 03.66 .> / + - 51 0 o v X510.45 O 15 HDPE PIPE ti CURB INLET _ \�'� '� .� Q3.70' - a - , X510. , 508.92' STR 68 o0.10 '��, 23.5 LF ,� rye? TOP=505.71 NO PARKING, CURB INLET .. 1� `C �� 4.51 % SLOPEfr 503.56 ,fix �;� f - f g _ 7 i� \ X510 O - _ 495.70' � °o c� n;:~ � INV IN 497 66 5 , TOP=480.55' o l � Q� .22' = Q J • k .� INV OUT 497 5 x , .;r 510 8:. NN ul STR 66 ti - he STR.79 \ 503.50 \ _r a.:. . k� �� 509.99 �.[. INV OUT-476.25 , .,s : ti . � ,: . • a,,r � � :.. � 74 � ' _ _.--0 , `+� -- CURB INLET , ,�.: ..••-.:.. ff ; : , s : ,.. � ^• •� 4.�.� f.7 • o ' ; . 24 HDPE PIPE k 509.96 TOP=486.38 A ' 495.68 167.2 LF �� f, 25 509, 00 \ ,.; �` T _ .� 9 SP INV IN=474.97 509 87 a a r 499.06 0.67% SLOPE t . - NO PARKING' , _ _ 5 �� . � � 508 0 R ' U INV OUT-474.85 STR-64 495.68,: NO PARKING STR.87 STR 80 544.23 \ / 0 _-r CURB INLET f .. a ', » � CURB INLET > � � `:�,.. o �� z4+oo �'� � �4+So ._.- 8 tr.� 6 o x � �- �� 5 .10 � ,ro 07 0 i � \ 15 HDPE PIPELn TOP=488.90' 492.�rytiX° 493.64' a a' STR- 70 J 28.3 LF 503. 4 �`� 504.70 NU` - _ _�� ;� w - X`507.58' `D - TOP=503.54 ----4 CURB INLET � -_- \ �`` N 507.23' ,� +. �509.83 STRA Q M IN=474.30 T _ 1.06% SLOPE INV IN=496.29 4- cL 507.13, r � N; + ,. 493.1 TOP=495.89 f < ' - + SUPP , INV'OUT 474.25 :..- INV IN 496.29 - %�. 5 9 ui -- • ;. � is < INV IN-485 59' � ��, _ _ a. ZON 491.24 , -- +++ _... ; r' _ .. 509.81 L. j • -_ -: � .� • � � INV OUT 496,19 V' <. , + 504.18 + - STR.67 .: _ r. ;:: INV OUT-485.39 LOT 4 508.88 , .- r �� 9.16 5 E STRa65 .... a i ,. a 04 15 HDPE PIP ... FZ PARKING ALLOWED ---- » --� - •25 0 ,x \ :. ;• STOP SIGN �. �.,.. ._t__. 4.^. _ �---•-�=-" 507.51' 508.30' 156.0 LF 15 HDPE PIPE--' o"� 25'� ON THIS SIDE + + Cn 0.80% SLOPE 44.0 LF \ 'a" 489.56 'y > 492.42 , 505.62 492.37' \ a, 490.98 STREET STR-82 \ T+++ o 1.36% SLOPE f �. CURB INLET VDOT STD. ° X508::4 J P . %... 492. 8 W r ; . •<: x TREES CG-12 (TYP.) \ + + F =:3 'A s 491.44 TOP=505.26' + 490. � o :,� STR.81 (TYP.) INV IN=496.96' STR.83 � • WU. °TR.63 488.17' c '• / 15" HDPE PIPE = 9 15" HDPE PIPE STR.85 \ T r+ ' LOT 17 15" HDPE PIPE x X°° STREET SIGN �D`� 112.6 LF INV OUT 4 6.87 30.7 LF 15" HDPE PP•23 + +++ f - 80.0 LF 0.52% SLOPE 1.92% SLOPE 121.4 LF + o x---' _ U) z 2.59% SLOPE NO PARKING :' 91.4LOT 5 3.94% SLOPE + 50 "--- 488.72' 1 4 \ f + uj 486.90 /� a: 1 VDOT STD. ,h, f x + %p -- I-- 0 i4 / 0 8).67 LOT 3 o = W W F CG-12 (TYP.41.4 PARKING ALLOWED 15 RCP1�07.32 r+ •. 5 ON THIS SIDE STR.69 �, 265.6 LF 486.07 F ` �3 0.55% SLOPE + NO PARKING 24 HDPE PIPE G� r: x°•++ 0 5' 486.57' 4 ;y Q , ♦ \ 177.9 LF C; ti 88 32 + C� DC ♦ f .- '6 % OPE LOT 1 506.6 + ' ` • � •�• 5 06 SL ' �89 82'� , '' 2 ' o O 4 f END OF CUL-DE-SAC_ �•< `�,• ,f �-� 9.50 6 �+ r , r � ' - O W _ EP - STA. 9+50 ��x EET 3 f , r: 1 _. O SPEED ZONE 25 MPHLOT 2 s SH , , cp ♦ STR.61 / 485, 73' �' \ / o -� CHI-INE i I r �" o - -SEE , y +� 0 489.39' IVIA r + 0 33'` ST ♦ 24" HD PIPE _6 488.42 �r,I��� �+ ° STR 2 ;; \, , _- FZ 103. LF / , t �5 87.33 woo ' �, I I - ' + + P CU 1-1 LOT 16 f CURB INLET 4 97% SLOPE , }, 506.00 TO O STR.31 // TOP=485.78 5 CONCRETE + INV 30" HDPC�PIPE f' / INV IN=472.18' SIDEWALK (TYP.) 488.34 \ + °� 5 487.42 sX �-; '` + 7 INV ~ 57.70 / INV IN=476.38' \ `A STR-32iuj O 3)4% SLOPE INV OUT=467.76' f+ 1 rn SDMH/ 487.31 a 486.10' ++' ', s p w TOP 474.82 ,NV IN=462.62' LOT 14 ' 0 Q r 486.1- <` \ + s �� JOB NO. O / INV IN- 463.51 STR-42 z STIR. / .r INV OUT=454.92 486.10 GRATE TOP INLET 505.2 42098 GRAPHIC SCALE / ' \ 30 HDPE /P1PE TOP=478.78' ' » / _ 485.15 N. i. r + Y ` 26.6 LF SCALE O LOT1 , r 30 o 15 3o so �20 / \ IPA OUT=475.98 ' 1.50% SLOPE �' X485,26 \ j � _ r T \ STR-30 / \ 485.0 \ NO PARKING _ I x°� I E _SEE SHEE 3 � 04 SDMH / �. :< \ '�a 84. ► ' `t ATCH�IN IN FEET = / \ _ o y I SHEET N0. TOP 459.�fJr I 1 inch 30 ft. INV IN--�3.11 \ STR.33 , ,. {:,. / '�TR.41 o ---"'x 24" HDPE PIPE _---- • {�•NO PARKING 486.57' 177.9 LF F � Lti 5.06% SLOPE 89.8 488. 2' 9.50 END OF CUL-DE-SAC Q 3 - EP - STA. 9+50 r �1 STR.61 485.73' ' `` SPEED ZONE 25 MPH s° > 24" HD E PIPE 489.39' 488.42' STR103z4 LF -62 \ LOT 1 4 9% SLOPE CURB INLET r •. ��X�� 87.33 > ` L -!,�► STR.31 TOP=485.78 5 CONCRETE ,Q - 30" HDRrPIPE "' INV IN=472.18' SIDEWALK (TYP.) 488.34 =A y,,,� , 487.42' � /L q 57.7 INV IN=476.38' r 3/14% SLOPE STR - 32i INV OUT=467.76' SDMH / 487.31 486.10 T0�474.82' F 4 u }/ NV IN=462.62'LOT 14 INV IN=463.51 STR-42 _ ; n STR.29 / INV OUT=454.92 486.10 , GRATE TOP INLET W 30 HDPE ?PELOT 15 485.15 TOP=478.78 26.6 LF INIV OUT=475.98' ; 1.50% SLOPE` \ 485.26 STR-30 / ;fi: \ ` NO PARKING \ F' , , ,,,,,� ` Sao EE SHEET 2 O SDMH / F \ 485.0 �N / \ - ATCHLtiNE 5 k 84. /\ \ TOP=459.s i y :7 4.1'' \ INV :�. -STR.41 O W--��3.11' \ STR.33 , � ' '�, �:� INV OUT=452.11' '- \ \ \ 24" HDPE PIPE 'low '' �'' X484. f , . / 15 HDPE PIPE / \ 129.6 LF :. 45.1 LF STR.35-------- 84.10 / \ 2,19% SLOPE 484.22 f 1.31 % SLOPE ' \ \ 18 HDPE PIPE STR - 40 / p" 68.3 LF i CURB INLET E \ CONC ALL ' \ \ 2.24% SLOPE , �- 8 TOP=484.04' F. HEADWALL \ \ / - 483.88 48�86 INV IN=475.39 ; 0 T=4 71 STR 3 8 TOP=455INV 1 . \ -- -- -- - \ i STR-36 -CURB INLET d=. o OUT=475.29j 1 -� I I• E1\: ♦ `�=IlI=`� \ t- A SDMH TOP-483.96' STR.37 STR.39 ♦ 0 `Il \'kl _ y TOP=476.90' c< 3 INV IN=474.86 1 `=� \ STR- 34 INV IN=468.08' 18 HDPE PIPE 483.49 483 1 f 18" HDPE PIPE ,'I I 1},� �� \ l - INV IN=472.46' 28.4 LF i r\-� \ G �TOiP INLE 135.0 LF k:: \ INV OUT=467.98 INV OUT=472.36' 1.51 % SLOPE ` # =11 3.17% SLOPE , . ♦ `'-III !i� \ TOP=470.45 STR.45 II^'!II_� �� \ INV IN=466.45 STR.43 STR-44 n STR-46 " 0 15 HDPE PIPE 0 ,li'�� \ INV OUT=,466.35' 18" HDPE PIPE CURB INLET' 48 CURB INLET ; 4 3.52 31.1 LF '43.2 LF I��If,{ TOP=483.46' L w TOP-483.471.28% SLOPE 1.85% SLOPE INV IN=475.86' ;a. T� r' INV OUT=476.22' LOT 13 ° 48 .511 INV IN=473.46 `Y 483.6 ' 83.60' INV OUT=473.26 l \ f. NO PARKING PRC:13+68.14 NOTE: 1. DRAINAGE, ACCESS, AND UTILITY EASEMENTS WERE RECORDED IN THE FOLLOWING DEED BOOKS: A. PHASE I: D.B. 4917, PG. 1 B. PHASE IIA: D.B, 4981, PG. 496 C. PHASE IIB: D.B, 5044, PG. 329 C. PHASE III: D.B. 5005, PG. 778 2. ASBUILT INFORMATION WAS COLLECTED BY ROUDABUSH, GALE & ASSOCIATES IN 216, AND UPDATED INFORMATION IN 3ULY 2021. PLANS INCLUDE ASBUILT INFORMATION FOR CURB AND GUTTER, ASPHALT, SIDEWALKS, STREET TREES, AND SIGNS. 3. ASBUILT PLANS WERE PREPARED BY COLLINS ENGINEERING, AND UPDATED IN NOVEMBER, 2021 FOR THE FINAL ASBUILT SURVEY INFORMATION. �I 111� 6 483.86 ` PLANTING STRIP (TYP.) YEAR 0Illl►f��'� , \� \ 483.90 STR-48 STR.51 CURB INLET 15" HDPE PIPE (TYP . )I I!� �l; �\ \ 485.43' 1 �- I + TOP=484.13' 90.3 LF STR-50 ° INV IN=474.43' 0.51% SLOPE Egg STR.49 CURB INLET t°}, INV OUT=474.33' ' I 18" HDPE PIPE STR.59 rrl I TOP=484.07' X484.2 ' ,V 484.26 68.8 LF INV IN=474.07' 15" HDPE PIPE 0.74% SLOPE NO PARKING ALLOWED E 3 - 54.3 LF INV OUT= 4797 ON INSIDE OF CURVE r 1.29S 484.35 % LOPE 0STR.49 t, 484.39`` � s STR-52 ;��� LOT 12 15 HDPE PIP J, CURB INLET 28.2 LF 484.59` TOP=485.16' _ z I / 0.92% SLOPE INV IN=474.96'(BOTH) ♦ .II�II�� I ' 484.62' 84,72 INV OUT 474.86 4 84.85' STR - 6 0 t ' GRATE TOP INLET ;, i_ ;�! I ;� -1 I' ;!I;= �I�-•,II,;.I �489I. TOP=479.59' %i�I �Ii-I��-Ii►�l►�=- ti -INV OUT 475.66 ♦ I l I III ! I 1 III, I ! ; - C; s � i • � I , ,III -1 i J ---�, i-mil I i-! ! 1-i 11= l I I___ -\485,16 - _ ;III; 5 CONCRETE 'i i �� III I' 01 Imo,[El I-' SIDEWALK (TYP.) �,II �7i--ll,�_IlI�i1�-!I,!I S ��_ ! .1=1I!-lI! ;II,, TR.53 \ =1 ! -I n�`6 15" HDPE PIPE LOT ��- I! I=il�--! I !�! I !-1 ! I•�(II=I 11�1 I I --I 1 I�I I I-_�I 11-1 I �I I I -I I �---=1 I I�i I f,�l (1=�T� i l i-I I �= L- � � '= =' ►'� ��= = � - _ - �=E,'- r-'� � ICI (I^-1 I I-i I ,,�_I ! 1L-{ ! I ._111-i-I �. _1 I I -_I -I f, 1-Ii-! , !--s 1 II- I-�-�I 1 i-1 I_�,_=f 11-i I i_1 I,-_I-Ir-i i i_-i1�Ii;.F;-,i I_►I ll, I! ,,E� III, i iI_,I; -I I-II� I-,,i,•i;-I1i_L I I 485.5 a . Q.77% SLO PE 124.8 LF N,i__�iI -,5.45 `r485.86 � ° e PARKING THIS LOTI �� 4 SIDE ONLY 9 ' 1 .t f�e4 486. 486.55' E� f .08' STR-54 / 090E00000016Ao 3 F CURB INLET DILLON, PATRICK M OR MADELINE Ak- \� 0 487. \ ; >a o TOP_ 487.72 ZONING: R-1 RESIDENTIAL INV IN-480.62' \� 0.464 AC. 1_ 487.6 INV OUT=475.92' LOT 10 487.68 1 NO PARKING .64 } .. un S . ++ 0 TH LOT 1 506.66 i LOT 2 HEFT 2 '� • � , , � ` � woo mp TCHLtNE "SEA , , �/ ' +++ o } .:t, SCOTT R. LINS'Z + ° 3 0 -, r�i,o,,�►' + � - � STR-178 >i ++ CURB INLET U No. 35791 Ll 506.00' P o TOP=505.26' - ' �� 11/30/21 ++ . `,� INV. IN=500.70' , , - ' / - �s '+ INV OUT- 0 - I°ATAL V, �F+ x 41 T 505.2 + + , + N50 2' 076000000051BO BEREAN BAPTIST CHURCH ETAL 'TRU ZONING: R-1 RESIDENTIAL 3.933 AC. LOT 7 ° 488.07 NO PARKING `� y 88.21' STR.55 7.1 ~ 488.05 15" HDPE PIPE � 120.8 LF / \ ♦:-Y_ 2.76% SLOPE \ \`• K :488.17 4 88.25' 4 ° 0 6'90E000 D. 00 d 488.83' WALKS J ES W 11 OR TR�A�EY 488.56' s H /NN 489.52' ZONIN 1 \ 0.459 AC. RESIDENTIAL / / ♦ . y ;489.35' LOT 8 STR.55 15" HDPE PIPE - 111.3 LF END OF CUL-DE-SACS►;:::. STR 56 \ \ GRATE TOP INLET \ \ 2.50% SLOPE EP - STA. 17+48 TOP=488.75' \ INV OUT=483.95 \ \ _----- �. , Sa f /ewe LOT 9 ~: e STR-58 GRATE TOP INLET TOP=491.42' NnTF• R /W FXTFmnFn T(1 ^ ' .. INV OUT=486.82 MITCHELL ONA OR GINA - .. �e7-O N I N G : R- R E N T I AL / / \r/ / 0.48,11�AC. EXISTING' SANIT 076000000052CO k'LAVASSEUR ROGER ZONING: R-4 RESIDENTIAL i I ; 0.63 AC. �4 ow »- 15" RCPIII PIPE 'x w 58.8 LF 0.63% SLOPEV STR -17 6 k,- CURB INLET TOP=504.72' or } 76000000052 0A INV IN= 501.02' INV OUT=50i' ` VILA, RAMO & LUZ I VELA .07 y ':05.10 3 -_ 0ONING: ESIDENTIAL V) -p4 .�3'� z AC. o 5 :° U U ° uj - Q u a w 1 o v o Q MATCHLINE -SEE SHEET 3 Q Q 505.65 > zLij �v>a O pj LLJ 50 °.Jr p 0 5 j s,0 o 505.24, ~ o "- 076000000052 0 sBERGLAND, F w o 1; \ W m x ZONING: R-4 R I o Q ,r50460': 0.719 AC. Q Q t 504 6'o z o � 1 0 0 w z STR -17 4 -- J o �- `'�`-r - CURB INLET Lu �lLU � TOP=502.97' = m INV I N= 497.42' - _"---- Q o OUT=497.37'-�,_` - o ►� 15 RCPIII PIPE 25.4 LF 9 2: 0.55% SLOPE m 50 l ._.1 5012. , 502• 1 STR-172 . N -... W N GRATE TOP INLET + \ \ Q o` TOP=500.11' i o C> INV IN=497.23 \ �� V OUT=497.15' 15" RCPIII \ 77.9 LF 0.52% SLOPE I EX-MH ® STORM DRAIN MANHOLE TOP=500.12' INV IN=496.75' ! INV OUT=496.65' t . / / / e / / / -SLY / / 1 / / / / / / GRAPHIC SCALE \ 30 0 15 30 60 \ \ ( IN FEET ) I inch = 30 ft. "ISO CURB INLET 541.28' o76Roo40001100 / LOT 54 ' , TOP=540.87 MURPHY EDWAR MICHAEL'z INV IN=533.62' S41.52 - '� ��xoo r NOTE: 3 / / ' 1. DRAINAGE ACCESS AND UTILITY EMENTS WERE REC RDED REV T/A ETAL & SAN \' r / INV OUT=533.27 542.06' �� i l 7` / I , \ / <. 542,13' NO PARKING 5 R 542 9� IN THE FOLLOWING DEED BOOKS. RANDALL MURPHY REV T/A f :. z \ A. PHASE I: D.B. 4917, PG. 1 / ETAL / 543.60 B. PHASE IIA: D.B. 4981, PG. 496 / ZONING: PRD N C. PHASE IIB: D.B. 5044, PG. 329 /- 1 / r / A o` 4 �' C. PHASE III: D.B. 5005, PG. 778 0.213 AC. „ r ' / 24 HDPE PIPE r 542.42' V .� ASBUILT INFORMATION WAS COLLECTED BY ROU ABUSH, GALE & 185.6 LF 542.33' 1 i ASSOCIATES IN 216, AND UPDATED INFORMAT N IN JULY 2021. '�\ y /' 1.5% SLOPE 543.70 5z P S INCLUDE ASBUILT INFORMATION FOR URB AND GUTTER, f _a; r / r \ ASPHALT, SIDEWALKS, STREET TREES, AND/SIGNS. 3. ASBUILT BANS WERE PREPARED BY COLLI S ENGINEERING, AND S i � STR-144 CU UPDATED I OVEMBER, 2021 FOR THE/FINAL ASBUILT SURVEY 076R0o40001200 ��., `A, /' CURB INLET INFORMATION NO / TOP=543.00' TO PFAFFENBERGE _,MICHAEL P a / / IN\ \ INV IN=535.35, / OR BRYNA C S EM , IN` >y , INV IN=535.35 ZONING: PRD J , ��"9HDPE PIP LOT 53 INV OUT=535.32 LF z. /. 0.222 AC, 1.55% SLOPE STR-138B GRATE TOP INLET � _ 1 TOP=520.55'LOT 5 2 { / / INV IN=510.45' INV OUT=504.35' LOT 51 076Roo400 1300 \ MARKS, ERSON R JR OR", LAU RA ZONI RD -{ { 0.2 A / 94.0 HDPE PIPE LF STR.119 5.2% SLOPE 24" HDPE PIPE13.1 LF 12.30% SLOPE / / STR-138 GRATE TOP INLET / f ° TOP=507.46' LIMITS OF PHASE Il A & IIB STR-118 F / INV IN=499.46' MATCHLINE - SEE SHEET 3 076Roo4000 00 \, _' ! SD / ! INV OUT=493.96' ! TOP 496.19 / LIMITS FPHASE I D E I LY, BA ARA J ZONING- RDV -IN =485,9' IN OUT=485.28' 24" HDPE PIPE / 0.241 64.8 LF \ A... , � I STR-120 � ! 4.89% SLOPE SDMH 1 TOP=499.39' / =-x INV IN=490.79' I- � ti I INV IN=488.74 INV OUT=486. 9 ! \ / STR.117 76R0040 1500 -0. 0 00 30� HDPE PIPE ! / RAYDO, BENJAMIN J OR ' / 9.6 LF 32 LOTLOT 33 / `'3,. / / 3.61 % SLOPE I I AMY c / 1 L0 T 3 4 _ ZONING: PRD- ,� 22 AC. \ / STR.123 15" HDPE PIPE STREET TREES = LOT STR.121 1 45.5 LF TYP. / 24" HDPE PIP ( ) PROPERTY LINE TYP. / / I I 1.27% SLOPE \ ( ) 184.5 LF I STR-136 076Ro 0001600 r ` ,/ / / 1.24% SLOPE STR -12 6 STR.135 TOP=526.42' / / I LOT 31 CURB INLET TR-130 15 HDPE PIPE INV OUT=521.16' n � HOLSINGER, SARAN L �-=�� � / ' S 25.o LF - _ / - ZONING: PRD = / /'~ 507.82' 508.41' CURB INLET r- - -� {" : - I TOP=507.28 � 7.68% SLOPE 0.224 AC. INV OUT=499.68 09.38 TOP=512.66 STR.131 m STR-116 I END OF CUL-DE-SAC' ".r: ° INV IN=505.56' 15" HDPE PIPE - �a / SDMH I EP - STA 9+48 , , = 46' 143.7 LF ' ♦' --'- INV OUT 505 m 076R004000� 700 ;ryTOP=489.67' l . o SLOPE _ . ._ 015� m x;. / { -INV IN 481.32 I . '' CURB LET = MILLER, BRIAN D : C R IN °3 INV OUT=481.22' ' r _ 521.08' e� m & LAURIE A �� I STR-124 506.16 r 509.96 I TOP=526.64 \ ZONING: PRD / / I CURB INLET a; �' , \ Cn ° INV IN=519.24� - N a` / / TOP=505.30 p o 5I6 02. �, a '1'8 �2 rn INV IN=519.24 d- I INV IN-499 10 `-"� T � V OUT 52014 30 I 510.27 076R004000310 ALBEMARLE COUNTY SERVICE - HORITY ZONING: PRD 0.345 AC. ------ ,�H 0 e SCOT R. LINS Z No. 35791 ,2-1 � 11/30/21 SI 0NA L �� V) z 0 w o Lu U 0 a 0 Q a � z w 0 > 0 p u� U w Z_ U) �■■� o 0 0 0 H > 0 J W z ce Q a o a z o 0 U 0 z J 0 Q w m° � J Q 0 U o0 Co U) rn w \ 0 0 � o IINV _ 505 fF INV OUT= 497.65' y � `----_____- _^ 12 Q -� ' STR -12 2 - o -- 525.23 ,�- - f / zzial GRATE TOP INLET ti ,. : x 10+00 - x %12:70 I 504.94 `. 510.40 TOP=495.12 11+ 0 o 525.20 r<- - , T i i I / INV IN=491.31'--a - �, lz+o -- - s 120 I I 505.12 531 4-g_ r ;. STR 115 INV OUT=491.03' 2 ' VEPCO EASEMENT - �o 7 6 1 / -- -- ___ 531.41 s . 30 HDPE PIPE �. �• - r �., ... 6' - 518, 20' CONC HEADWALL I / / 15 HDPE PIPE 05.42 + 512.39 STRA 29 525.29 k / 0.80% SLOPE I 507.28' 510.36 �, 527.7 C� 120.3 LF s ,.. TOP-482.82 N Y , 9 PIPE STR-134 4. :T / 5.27% SLOPE 15 HDPE '4 1 / 5Q .27' - - - 28 6 LF '` --- { s sJ I _ �-- -- ,., CURB INLET - / + � ,o LOPE R. ----------------- - - - - - / ,::. � `•` 3 53% S ST 133 533.65' � M -_-- ---- _. - -(-i- '�'�• ' STR 128 TOP=528.39' 15" HDPE PIPE ' CN W ,1_.1-------------__--_____- Fi. _ .' , - • --i =. _ �� : � CURB INLET INV OUT=520.44 32.5 LF �� / /f � LOT � 0 STR.127 506.11 TOP=512.20' 3.69% SLOPE � �j \ � � 36 HD E OUTFACE / r � 15" HDPE PIPE _ � � __ ,� / INV �T=478.93' / 106.1 LF INV IN 504.45 // / 6.28% SLOPE INV OUT=504.36 ' < swm 'B' C 0 S» R = ,,,,� /LOT 28 0 2 <LOWX ( � ..� - ! I =-I I1- , � T � - SIDES)= .66' LOT 2 CVo 8"0 ICE= �7 .15' -"-` I°° / ♦ /' III„I ♦ OU/ -LCLL V �=475 iill III: i�= / / - Q wo wo LOT 29 w I., -I I r � 11 I`-'i I 1--�► I ! � ,'+ I 1=F � f= '- 00 Ilk, 100 WP0I I I«'33 :�- w �,, 1 s i I= STREAM • ♦ / /' BUFFER R OU LL/ / ui < in O � _ i- \ 111-11' DWAL ' i FLOODPLAIN - .. - " " .. - - Q ICI �- �o _ _ '� , . p O \ -Affir Aw TT- , �� so i MR oo� V / ' I •---1 i -1 i r; o --I O O -► I-� i / 0 \ ° Uoo o W Q LLJ �4_ _ IREl O rr^^ v, ° \J\ 4__ GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. / /�I I I=1 I vI II- E� O / / I -=I '\ I -III ;III- O . / � � � ♦ '� 11- EXISTING STREAM z 100-YEAR FLOODPLAIN (TYP.) �._ / ..... / i °. �LLJ - / LIMITS ° w � OF PHASE W O O • o KD - � O LIMITS =...._. \ � � �`�� 100WPo--- O OF PHASE II (D -- �` , ,,,, .•�� ` -�,�� STREAM BUFFER \, O �_ • /4001 / W / / �fi; .:� I I �1 I:_�� f li0i �lV� I:�� I -"I I ��;"I �-I•r,�.� � ♦ \ E- 0 (T-I=! / I1-1,,T-'i-1II,�I1I,�,'III(Ti \ w -r -i i=i I -� i i--{ 1 i ==I I i_ �+ �; .l I I_I I I-=1 I l--iT�'� ` o w i-III-I,� --III= T-f I i �'� I I; I i IA T: III Iln,� \ � _ O � I-11I t---I i 1-1 I I_ -III---! ! I ==I ! I--� , - I =i l i_�I I is-i�`" -`' `�.l I I-i i --III.:-�l I.1-.j 1T=, � , � •' � � ♦ ' •. \- O iE�'�li',�;=--�li ,IiI�;,1j�I1I=111� i. ;:.�.�.-���,}�� `�►i� �IIJ�,II�i_I � � i � '► \ � \ JOB NO. -, , , � �! I I=111-I I f--I I <--I , i- III --III= � � t ���-��� �'�.� � � , � ,,, .. � � _,�, • ♦ \ -\ 142098 1�= -'I F-, i S TR A I 1=III-"T�i { I_I I� -1 I I-i / r I_�I � I_ ��, x,�-�... �.. i � � SCALE -_-- k 15 HDPE PI 120 '=f11=►1 l=1 11� 38 LF PHASE LIN_ • ' �` _I � ;=I I I� �� / , �-=-I ►_. -I i 1-=-rIT- � I I \ 3 �.0000, 8.3% SLOPE � P . swm D, SHEET NO. 00 00 i / 076ROO20003800 LOTHAMER, JOEL A OR HEATHER II L ZONING: PRD / 0.335 AC. / BENCHMARK - TOP OF MH \` ELEVATION = 5o8.96' NAD 83 DATUM f:� I �Yi 076ROO20003700 r VANSICKLE, ROBERT J OR SHARON A ; ZONING: PRD' f' 0.32 AC. COMMUNITY GROUP ZONING: PRD 0.991 AC. --------------- 2`/1 STEEL BOLLARDS - V �f I - - Q t -r_MMnI: / ,.. / NOTE: EMERGENCY ,\ RIGHT-OF-WAY ACCESS ROAD ` \ / REMOVABLE BOLLARDS o SHALL HAVE / KNOX PAD LOCKS KEYED / FOR ~� / ALBEMARLE COUNTY 1 / ,Isk, L__ A NOTE: D UTILITY E SEMENTS WERE RECORDEDLOT 63 µ.; 1. DR�INAGE, ACCESS, , . INTHE FOLLOWING EED BOOKS: *x'•""' / A. PHASE I: D.B 4917 PG. 1 / B. PHASE IIA: B, 4981, PG. 496 / � \ S kh C. PHASE IIB: D.B. 044 / C. PHASE III: D. . 5005 P . 778 END OF CUL-DE-SAC �--- a: / EP STA 10+00 2. ASBUILT INFORM ION WAS COLLECTED BY ROUDABUSH GALE & \ t f / ASSOCIATES IN 16, AN UPDATED INFORMATION IN JUL Y z0:- :. 71'r 516.89' � -.. ,,...ten,..._ �,..��o.>„`._. ,=..aro*:."'"�•'' ------------- PLANS INCLUD ASBUILA INFORMATION FOR CURB AND GUTTER, 517.96' l --- / ASPHALT SI WALKS STREET TREES AND SIGNS. + STR-160 i r / , p 3. ASBUILT P S WE E PREPARED BY COLLINS ENGINEERING AND _`---�_� STR.159 SDMH / 2 ,i 517.4a i TOP=536.00' �-_`- UPDATED I NOVE BER, 2021 FOR THE FINAL ASBUILT SURVEY c> j `_ 15 HDPE PIPEfLOT ;;K3a / �1� 165.5 LF ,\� INV IN=529.90' R SHEILA M --''s y.M / INFORMA ION. �� r' / INV OUT=527.80 LOT 67 SLOPE 51 2. ' / \\ STR.163 /_...►a // �B,R 15" HDPE PIPE w OT 62. J P ` / \ STRA 61 105.3 LF y aim ' .. 519.33 / \ 15 HDPE PIPE 5' CONCRETE 0.98% SLOPE ,52 NO PARKING .. + , / / \ 98.4 LF SIDEWALK (TYP.) ° \\ 1.17% SLOPE / \ \ 6 ,10 // ..'o+64. 18" HDPE PIPE STR-150 PLANTING STRIP 6 \ , - , 52a.96 53.2 LF SDMH - TYP. a. ( ) 4.85% SLOPE TOP = 530.6 6' / INV IN=515.87' INV OUT=515.56' ` <_'. / / STR-162 , / SDMH \ 539 0 8.62 � 522.62 � \ TOP=541.00' / INV IN=531.30 \ - - STR-154 \ 5 CONCRETE 524 63 / 540.10 � � � u / � STR-158 INV IN-531.10' ' SIDEWALK (TYP.) CURB INLET ' A- ti - (GRATE) INV OUT=531.05' \ 538.22 STR.151 1 TOP-527.25 ! / TOP=526.02' LOT 66 INV IN=518.15' / 24" HDPE PIPE ►526.27 ` INV IN=521.52 540,32' / INV OUT=517.85 / 150.4 LF STRA 53 �; INV OUT=521.42' STR.165 P .` 15" HDPE PIPE /STR,149 / ,a `\ 0.65% SLOPE 18" HDPE PIPE FSTR-156 3.3 6 LF / 24" HDPE PIPE / {' 207.1 LF _ ` --- 527.51 CURB INLET STR-166 538.45' 134.7 LF /Y4..: 0.52% SLOPE , d: �' TOP=526.49' CURB INLET ' , / 0,69% SLOPE __--- , �, � 541.02 � / 0.71% SLOPE / :.__ 528.20 __--� INV IN=518.84' TOP=541.64' NO PARKING 100 WPO / / � :.:.. <.... _--- _ __-- -- , f. INV OUT=518.54 - 9 • ° / :. / ,� INV OUT=531.54 538.93 STREAM BUFFER _ 530.33• = ti // ST,R.155 ti: ,530. 5 530.44' .' "„ CO s / 18 HDPE PIPE a � 41.20' , / DI GRATE / 32.9 LF :., ENO PARKING 539.43 / (GRATE) ' / 1.19% SLOPE .•3 LOT 65 541�/ / TOP=525.50 / _ , 540.36' INV IN=514.60 _ 1 541.80 25'R / / STR -15 2LOT �_ X°° 541.55 / INV OUT=514. 6 0 v ti 42.10' - 1 / / DI (GRATE) N , �` : A` 4� s 532.67 ,: f o , TOP=525.95 w PARKING ALLOWED ON .:, 0 9 � � ..�: .' S� X\ ,S r ;• / INV IN=516.95 THIS SIDE ' ry 4.1, 544 543.50 f f 541.INV OUT=516.$5' 53/C1534. 42.28, / Y\ �'\ '8.10 6ST STREET TREES (TYP. 545.4\ / / \ LOT 56 ` 545.1 ' STR.167 ,,., � STR -16 8 // ♦ / \ / / 537.95 'f + 543.56 CURB INLET \ 15" HDPE PIPE ?° 00S32.1 LF J1 a ��x TOP=54. 6 �'? J° :,'' . SPEED ZONE 25 MPH o° �5.45' �. 544.30' 6' _ ,\0.69% SLOPE 538.09' ';,` X INV OUT 534.81 1.64 ti� \' PLANTING 54 STRIP (TYP.) \ 548.2 24" HDPE PIPE / \� ,, . � 1 174 � PARKING ALLOWED �, � NO PAR 4• � /' L <- 545.43 0.74% SLOPE/ �\ �; J` / ON THIS SIDE TOP SIGN 546.24 / / \ 541.57 LOT 71 � NO PARKIN o ¢' r LOT 59 *' _. 548.80' 548:60" �-- 2 5 R =a' ` Xo° 548.96� / 545.24 46.78 r STREET SIGN ;,<, _ LOT 55 PHASE l 48.74 \ ,< ' SPEED ZONE 25 MPH �X 548.00' ,r 550.8C4� STIR. 143 LOT 58 / \ 49.38' N 49.59 / 15" HDPE PIPE SPEED ZONE 25 MPH N ' d . 109.7 LF �x 548.85 c�° STREET SIGN \ / 09 STR -140/ / STR. 141 1.55% SLOPE :� ti Y ' LOT 72 / f; \ 54 \ NO PARKING \ GRATE T0�/ INL 15 HDPE PIPE .;. / , , VD 0 T STD .NO PARKINx 52.36 199.0 LF 548.7°TOP=5CG-12 (TYP.)10.1% SLOPE �o INV-5130 8:88>5R 550.49/ k� ; x553,00' 552.68' 548.27; \ �. tix , A` / - - 541.10 548.45 4 x� z Xo STOP SIGN / ♦ _ o / 542.23' NO PARKING STR. 147 548,3a' so \ � �� 54 8 552.40 \ / t ` 15" HDPE PIPE P 552.47�.. / 541.0� STR-148 32.1 LF G Q 540.82 `b x END OF CUL-DE-SAC ,:. \ CURB INLET 1.56% SLOPE he '- ' L a / I EP -STA 10+00 _ 5 CONCRETE �j �` / 542,48 TOP=543.05 �� 552.29 1 :. NV OUT=535.85' SIDEWALK (TYP.) k >� 552.71 STR-142 \ X f P t, / S° -0, ,42.98 546.9 � 47.79 t .• '� � .. �- / elf CURB INLET 541.28' `\ � ' , 543.73' r ' ' S / f 548, 30' 6 PLANTING / LOT 5 4 , '.,m STRIP (TYP.) TOP=540.87552 -t 541.52' .,\ ZzXo �,.. �- ,. .. oo � 4 sx 44.46 545.33 46' � �' S5 2' / INV IN=533.62 o ti3k % ° 51.96 INV OUT=533.27 C� x 547.77' I542 • z. f f, , 46 98' ''' 6 PLANTING -� / sf 542.13' NO PARKING �t25'R 542 9�' o� i �' ' ' ,r STRIP (TYP.) 552 ' 1LOT 47 543160'- -�-�-__. So 1z 5 c� C� d NO PARKING ,. 12+00 _- -�,�,�a o ,� 7.36 g 544.3Z� 552.03 - I-x545-30,, " PARKING ALLOWED ON / 6 94 S SIDE r Ps • .ry • 1 0 .: 1 542.42'-' 56' . •• H 24 HDPE PIPE STR 185.6 LF 542.33' 45 ET 543.70' s ,: ;, > r` TOP=546.52' so ; l_ T F ':' :. 5 6 ' 1.5% SLOPE LOT 4 8 f, 544.19 .�. r :;°:: � _:�',. _ <:' _ �: - ' �: , 551.4 1 _ < 546.13 INV OUT=539.77 51.33 71 S . 1 STR-144B 545.40' ` STR-144 •4 0 CURB INLET 550.34' CURB INLET TOP=543.00' TOP=544.43' \550.27 INV IN=536.58' 15" HDPE PIPE ; INV IN=535.35 INV OUT-536.48' 101.2 LF 550.17 / r - Iwoo " NO PARKING ALLOWED ,Y 4 k . _`` s _ IE INV IN=535.35' 15 HDPE PIPE 3.15% SLOPE o s , INV OUT=535,32 o a s ON INSIDE OF CURVE ��•. TCH�-ENE SSE / LOT 53 72.9 LF NiA / 1.55% SLOPEINS, , " �� 546.46 I LOT49 ' rf. STR-138B _ / GRATE TOP INLET 546.74 STR-112 / TOP=520.55 LOT 52 LOT 46 547.08' �CURB INLET L O T 5 0 ,` �,� `r;: TOP=543.43' / INV IN=510.45 k3 INV OUT=504.35LOT 51 INV OUT=536.33, STR -110 543.69 fiY 542.91' CURB INLET ''_ ! STR.111 �� TOP=542.96' ` �. 15" HDPE PIPE •.i? , `,, �7.• & INV IN=534.86' 28.4 LF S� INV OUT=524.66' z 5.18% SLOPE GRA HIC SCALE pF Q sTR.109 24" HDPE PIPE ��� �� 15" HDPE PIPE 94.0 LF 30 0 15 30 60 120 P`S 111.9 LF <' . O ^ 5.2% SLOPE � � QN 0.68% SLOPE k ' •`•"• 1 STR-138 IN FEET LOT 39 GRATE TOP INLET 1 i ch - 30 ft. STR.105 F 537.03 537.08 q TOP=507.46' LIMITS OF p HASE (�q & IIB 15" HDPE PIPE 16.3 LF STR-106 537,19 <. INV IN=499.46' CURB INLET INV OUT=493,96' 0.80% SLOPE TOP=528.31' LOT 45 / LIMITS P�ASF INV IN=522.41' '. `., STR.107 ° 24" HDPE PIPE STR.103 INV OUT=522 STR-108 . Al' ` 15" HDPE PIPE CURB INLET o 30.4 LF 15 HQPE PIPE END OF CUL-DE-SAC EP - STA 18+22 LOT 69 STR-164 CURB INLET -TOP=538.33' INV OUT=532.33 LOT 70 SUNSE AVENUE RO SC 0 OTT R. LINT S u No. 35791 11/30/21 ��SIONAL E��ti z 0 w U Q w U Z m a Q a 3: z V) w o w 0 0 IMI � � a J Q U z Uw z w H O o O J Q W c z Q a o a z O D� O u- wz aO w -.1 w a ao a o U O J H m rn o 0 M o i. \ i 111E-. 00000, O o O o 0 0 i=,'�'%_-ilk / I `� ` `� O 0 NOTE: H I,��;l�i�� 1 DRAI AGE, ACCESS, AND UTILITY EASEMENT WERE RECORDED O IN TF E FOLLOWING DEED BOOKS: A. F HAS I: D.B. 4917, PG. 1 B,HASE IIA: D.B. 49$1, PG. 496 SCOTT R. LINS'Z _ C. qHASE IIB: D.B. 5044, PG. 329 U No. 35791 -' 1-rr C. F HASE III: D. B. 5005 PG. 778 � 11/30/21 jj�j j1 ��4 • 2. ASB ILT INFORMATION WAS COLLECTED BY ROUDABUSH, GALE & ASS CIATES IN 216, AND UPDATED INFORMATION IN JULY 2021, �sIONAL E�� =Iflm� % PLAN INCLUDE ASBUILT INFORMATION FOR URB AND GUTTER, ;,_-: I ASP ALT, SIDEWALKS, STREET TREES, AND IGNS. ,{ti IIi_ II% I- ilrillEXISTING STREAM % \ • 3. ASBUILT PLANS WERE PREPARED BY COLLINSENGINEERING, AND '��I/ / UPDATED IN NOVEMBER 2021 FOR THE FINAL ASBUILT SURVEY - I11,;,I�f� 100-YEAR FLOODPLAIN �� / ♦ INFORMATION. hlil'rl� / (TYP.) i_ 3{f / LIMITS OF �,, �r_I r , Q • '' -. o HASE I E i--�`I � / � o IEEE______ ,,\, o ---•.� �! �' ^+► \ 0 LIMIT Q � Q Q • • Q - - i a \ 10o WPo O 0S OFPHASE lrt -- \ !�v� 1 STREAM BUFFER _�� , �.� -- __ \ o ., \ • ILI 40 i:�-3 E i { _,i rj i ♦ \ �I ;� �.� I i� , i i E �-; -_, i t `m � � • `-��i s � 1 i i---1 i i � � y � \ . it -II /. 11�-=ii�►II iii--Ili\ .�iii� il�i -I�1 it -,lid \ I1� 11� .�� F/,11=ilia-�li Ili=E1,�Tiii-iIil �ii`!III�lI� �II {, era - I1 '� �- � i -�_��� �_ -�- 1 5 I\ I ''100 E! E 1 ♦ �,..• ��,,,,r• E \ u STR: -\ o II I� I_ il�-:LI�� ►1 Ilh111- =15 HDPE _'I� I w �lII_�.,II , ,1- ;i _.-�I.iI-1Iv , , 8.3% SLOPE •\PHASE LINE �� o `. \--1 -I i I I I ,, i_ I 11-1 I F w 0 U *10\\\swm D� o Q 100 �,,,.• STR - 2 ----!'� `� Q Ca o z \ TOP=494.63z (n Lu INV IN=488.65' O o o `\ INV I1\1-485. fLOT 82 U Ln Z \� STR.3 IN 0 T�477.17' s�. - 0 ,�' �E \ STR.15 © O w z U_ 15 HDPE PIPE j/, \ �\ LOT 81 V� o C \\ LF `, \ 15 HDPE PIPE f I"4 z o U- \� 2.0% SLOPE / \ _� �. \ 110 LF STR.17 • \ / 10.65% SLOPE ,� ►--� o STR-4 \ `, `. \ 15 HDPE PIPE - W 0 ~' \\ SDMH o / \ 85.2 LF 1 O \ Q � o m 4f ce z ' / ;. 4.33% SLOPE \ \ . a `� TOP=495.11 � \ �o 0 INV I1,q=488.65'o INV OUT=486.93' END OF CUL-DE-SAC \ _ � A 7 ` o u_ uw z STR-16 \`\ \ STR-18 / Ct a PHASE SDMH \ `o\ �' CURB INLET J TOP=516.72' m a TOP=512.88�; `� -_ 0 a o INV IN=505.9 INV IN=509.67' \ U / _ , INV OUT=509.61' o / -' INV OUT- 501.10 �-. a 4 LOT 83 EXISTING ° I `0'�17.29' { STREAM LOT �8 / �i rLOT 77n:.aft 518.47' /17,85TR.19QQ 15" HDPE PIPE \ / / 112.1 LFpC:17+2.735 , rn Lu 3.07% SLOPE ► r' 519 25' \ T-, \ 15" HDPE PIPE / STR.5Nil `:- ti -�- \ 82.9 LF / 15 HDPE PIPE 519.97 '' a i f \ /;� / 176.8 LF � � ! .� STR -14 1.79% SLOPE / /: , \ 11.61 % SLOPE 519.9 ,> : -- - CURB INLET / / / 520.81 N 7 A_9.55 __ -- ---- -- - 00 \ TOP=521.29' - ,70.5 _.._ _ `.. Em INV OUT=515.42' / / STR 28.�, :q2`� --� STR-6LOT CURB INLET ` 7 9 TOP=521.63' �` \ ``- SDMH - - � INV OUT=514.59' .10' ^'" TOP=522.22 _ o \\� �;a_ \ /�/ _ STR.27 U _ =i-�, _ ._. G 521,26' STREAM Q LOT 76 END OF CUL-DE-SAC 21" \ 'a \ /'' / INV IN 513.94' 15" HDPE PIPE 522.00' EP - STA 10+00 INV IN 514.10 32.8 LF 521.9 % I ~` �:- f / INV OUT=509.18 STR-20 ' C,r) N 5I'll f 4.30% SLOPE I �' ,CURB INLET 54 ' % i 522.08 _r,01O / 0 3 LOT 75 30 i_ _ AREA ' T P- 3 SOT 84 STR.7 R/W INV IN=513.18' 5 ' LOT 8 0 ,= �6 fr. , cv m + 6 V =5 CURB INLET 15 HDPE PIPE •8o IN IN 1319 k 10+00 \ F' 45.4 LF 524.18' :�� s" INV OUT=513.11' TOP=532"54' U) 1 5r 6' , 2.69% SLOPE l t ox % J t� 5 A .;f � ° � INV OUT=525.66' .� 5' 2 2' S2'1` 88sO �5 ?' I rf ° ST}R.21 % 0 STR-8 522.44'�%' 24 -� 15 HDPE PIPE 114.6 LF �' CURB -FILET 0 N 5.60% SLOPE 533 0 TOP=522:78 r;,_ 5 5 6'; �' t o INV I N = 515.42 �., oo x INV OUT= 515.32,i, \ S•a _-__��_---------- -- j N 5 =o p 522.86 ��,522.91 Q t.J x525. - -- - ---- - \ 6' S23.3 `v ' . 1 523.11 � O /` 1., A 1 7 5 5 STR 9 �� q .4�, 523.62 .� o ,2.6 ' a'3 i } . ., 5 } a 526.52 C 15 HDPE PIPE ..:..:... r---�-" : •, .. , ;.. .: � .'qT 4 00(4� _-- 3 VDOT STD 22`': 31.9 LF `` x Q 26'R - r , cy STR -12` �: I �. �.. � _ •..�' J C �J' [/ 7a CG-12 :,j 1 CURB INLET NF 0.60% SLOPE STR -10 \ � 4. -� DROP INLET ` 7 . _ 53 X 525.47 '�\ 1,�X `t 52 :` >r , '� P=5 .67' F s -,. (TYP.) � F -� TO 26 ,, JA TOP=521.90 CURB INLET 25.53 00 _ z �,,►•._.. 4� ,:,:. 7 5Z `�,.� r / INV IN=519.74 LOT 8 5 > INV OUT=515.95 TOP 522.91 �527.7 s r 529.26' INV OUT=519.60' - ' S 91 ° U Q INV IN=515.64 v Q O ry STR.11 INV OUT=515.61 `�\ y . 95 7.78 s 9 15 HIDPE PIP x a: / o STREET SIGN o STR.23 19.5 LF .., . ,....:, x T ; �Q � 1.59% SLOPE /' 5 ; }.. 86.; c� x529 0,0 ;' »' ' ; 534.94' x 528.97'�` \ 5 15 HDPE PIPE ` ,} V) 150.8 LF A J , � I .. ,5 � s STREET TREES \ _ 4 .a 0 3.14% SLOPE ., 35 '- f I �✓ (TYP.) �� �:� i -.� �� �__. .. /x529. / _ LOT 74 :: R r�� Q 5 CONCRETE -. \29.42 25 ' / ti . �,..:.:' - - � 535 _ 530 44-k=� �. -. 53 s; 6 1 : ,, n.......max ..« a SIDEWALK (TYP.) ., a:= =:_„�, Lm.. 7.r'�.LL_�.,� \� 534,96 ° Cn x53O 1 -.. -•`"`Y _ :n,.-.r . F •~ a �e'� Q 530.23 h (� PARKING ALLOWED` S x 35.58' Q VDOT STD. CG-12 (TYP.) A '\ 5`36.1 536. 6' ON THIS SIDE 530.91' `_ _ N �a x531.3 f �;:y--_ _ STR - 2 6 16 So 090 EO000000500 537.4 0° ` GRAPHIC SCALE CURB INLET 531.661 > > fi PLANTING CRISPENS, DAVID G OR BARBARA D �' ,r` :' ` .. �. { ; 36.12 LIJ _ r$ o 15 30 so 120 TOP=532.54' `4 1.60' STRIP (TYP.) \ Qr 3 ti, 5 7. INV OUT=525.66' ZONING: R-1 RESIDENTIAL \,\ ' . '''` 1�X� :' 0.667 AC. ; k 53 x�37.35 ;.; .536.65) LO T 7 3 �, 532.13 t �.: � ,> o /532.0 I d 1 So STR.25_ ( IN FEET) _' 9, tiv~, 532.32' -' 15 HDPE PIPE y .:•: 090E000 Lu �- � �-°V 3 LF �\ � a _ 2.0 \Tr 5 1 inch ft. 533.Q z x 38.06 W �j29, ;.>7�' � 3.53% SLOPE �.,� VDOT STD. CG 12 (TYP.) d, yy 4.,� .,; .36 �� PENA, A 53 .7'/ \f \�\ _ LL ZONING: j. r 32.9U '. STR-24 �, -0 53 4 �' :�- 53 (� s :> CURB INLET 0 492 A s 8.15 4Q-' �' TOP=532.52' \ ` \` �o :'z x h uj INV I N 524.53' ,. ko° \ 1 - 4n X o ti 4 ,. i A �"'' ti 539:43 W INV OUT 524.48 3, 33 - `�- \Q 541.11 �o� ... ,. ♦ O STREET `/ 540.9 .. a: 3 TREE (TYP.) \ C� \� 5�6' '5 534.0 r \ ' _ �° 40.58 N " 25'R 540 1 f F, S, , 1 y. , X 40. 78 34.02' \�� _ _ 'T_ EXISTING FIRE o �..�..� 1 ° f 540 7 -:: �Ty �► V� x 0 °'/� HYDRANT TO REMAIN'9; 090E0000000200 0 E 0000600 1 HIGGINSON, JASON C E O N ti ♦ \ 090 000 540.9 cn NGUYEN, PHUONG T OR ° 41.25 y \ ZONING: R-1 RESIDENTIAL Z .:. ' 534,94' i MARY ANN S41.o7' 0.4$ AC. } 09 0000000400 535. , `/`'S' `^ \ / ZONING: R -1"` ESIDENTIAL % w GUYEN, PHUONG UYE T _ s , STREET SI N 540,99` ZONING. R-1 RESIDEN AL \ 0.668 A / _ \ �- Xh° z VDOT STD. CG-12 (TYP.) a'` \ w '535. ! 46 AC. 0 w ti `\ 536 534.96' i i a cn \ ~ x z PARKING ALLOWED JOB NO. O N THIS SIDE -�-1- _ .'�l ... .._ \ a�36.16' 35, 58 �\ \ Y` 536 x ! \ 142098 SCALE 411*1 301 3F '% � . 537. 6 : 3\ SHE- ET NO. 53 xI a v n v - Z ?w n W L J � O !1J O Z Q � J _ U O J_ O C O c U C � V , O 3 L Q J N � N O J Q n x r 'o 0 0 c � O D V 7 � r D n � •o � V n L z J o � V J L T a O Q � Q D Q V :V > n n O O X •r ^) U 3 iV L C O O L V d O �J Q7 V •- O v �- 0 -D C iV D �7 V `J O N � d •� a � c o d n d 0 Q 0 0 v � n T' O D 56o HIGH PT STA:14+72.79 HIGH PT ELEV: 554.89 PVI STA:14+50.00 PVI ELEV:558.75 HIGH PT STA:15+75.00 HIGH PT ELEV: 550.89 PVI STA-16+oo-oo H 77� �� SCOTT R. LINS u No. 35791 111. IK: 2.2d PVI ELEV:54 -32 LVC:�125.00 K:12.23 O LVC:75.0 Ln 0 +1 r-:' Ln O � -40 555 � w O N Ln �' O W, CO � �- T'iw �> u > m �w > > w + > U Ln U L>LJ w > m w m -2,00% 550 `X` `� - - -- PROPOSED 8"x8" CROSS ��; \q `~,` `�; < + 00 (3) - 8" G.V. ��\`\`% I I STA.13+54 I I , u o + 545 FINAL ROAD Lu 00 ~ GRADE w 4` . 8 CL. 52 DI AIR- RELEASE z.9 LOW LOW PT STA:1o+1 PT ELEV: .00 � WATERLINE STA. :L4+73 w D 518�00 VI STA:1o+75.00 �,, \ I I- O 54 O P 1 � ` `� m - I SANITARY SERVICE 1- _ O Z w � - K:26.o0 ��4 j N, , \`�� ��~ LATERAL CROSSING LVC:130.00 I o�\;� ~. cn FIRE HYDRANT 1.2' O U N 0 0 0 0 0 0 Ln ` ,'.~� .� 1-- w ASSEMBLY U LLJ535 O 0N0 0 rl +- `r `� \�� Z m i STA. 16+43 8x6 TEE Ln u'� Ln Q 11 m - m m w w ��� �` ~�\ , w a I-- cn s>o o \ EZ Lu 530 O FIRE `�```} ` �` I SANITARY SERVICE '� '' ``IN, `� - LATERAL CROSSING Q HYDRANT ASSEMBLY , 4 �,, , ,� `� 3.8I ► p z--- O 00 _ \ ` ` , ` \`, ,. �. ~ STA.11+53 ;� .�, I= w rn -NN w 8 x6 TEE. <<�s, ,`\ ., NN , 't'\� ;t\ cn w Ln i U 6" G.V. \ �,~, ., ��,.\ �` w m > SANITARY SERVICE 525 �� i .` ` \�\� 1. ~ �, I Z w I I LATERAL CROSSING IN. �, SANITARY SERVICE 3_ MIN U \ f,� .tit ��; `��,. LATERAL CROSSING I,, `N w �~ ,\�, ` `` I �`' ~ ,`' �,�` 8"x4" REDUCER o 8" CL. 52 DI WATERLINE 20 ~. z ` '\ \ STA. 11+48 Lu �` ;� `\��\ l!� 8" x 8" TE E W (2) - 8" G.V. \\FILL =�,~`` I Lu STA. 18+11 2.8 53-5 .r\ . ,� 4 CL. 53 DI WATERLINE \ � �' LLI ��� ` i 3.4 510 SANITARY SEWER CROSSING I I V Q 8" CL. 52 DI WATERLINE 4" I TYPE A BLOW -OFF STA.1o+o1 505 S L 500 I 1 495 _ �- I 490 ri 00 I� Ln 01 m l0 m � N O 0 O O t.0 �- I� N 01 �- �l N l0 m O 00 t O 00 O 'D ri O ^ ri 't' M O 01 N l0 O O n m ri Ln N Ln N �p lD .t l0 00 �- 00 nLn ri m N N N H ^ m H H p t0 N �- O N N 00 �0 N N r;) Ln m M 00 0 m -t m Ln -t -t 06 p) It - N �- Ln Ln N Ln Ln Ln N m Ln Ln rt 0 Ln Ln 00 � � �- N -t --t ^ ry) m m (r1 m O 00 ry) N Ln N N N Ln Lfl Ln L!) Ln L(1 Ln Ln Ln Ln Ln Ln Lft Ln l! 1 Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln 1� 9+75 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 HIGH PT STA:13+5o.00 LOW PT STA: 14+00.00 HIGH PT STA: 15+oo.00 HIGH PT FI FV- ci.R-aR I nW PT FI FV- ci.R -7R HIGH PT ELEV: l;Lci.,Lq 17+00 17+50 18+00 18+50 19+ PFISTER AVENUE 56o VI TA:13+25.o VI STA:14+25.o VI TA:15+25.0 VI ELEV:548.0 VI ELEV:549.0 VI ELEV:548.9 K:42.95 K:5o.00 K:29.74 N LVC:50.00 LVC:5o.00 LVC:5o.00 00 555 o o-1- am 0 ON 00 O 0� 0o O oLn rn O o�- m O 00 ri ( � 555 _ ,-. 0 LLnn - O .4- Lin � Op 0 °�'^ Ln 00 -It Ln I—, 0 + + riw Ln + ri Ln + w rw Ln + riw Ln + HLn Ln + w r1w Ln 0- w rl EXISTING GRADE um vui um U,� um uw U Ln I- m w m w m w w 550 v VDOT STD. CD-1 0% _z FINAL GRADE ROAD -v 550 w U PROPOSED FIRE 1.00 w HYDRANT ASSEMBLY STA. 1o+86 FIRE HYDRANT ASSEMBLY O Z w u 8"x6" TEE VDOT STD. CD-1 !� f STA. 17+28 545 545 I _ 6" G.V. _ 2.1 --` `�'`e :,� Z, . 3,5� MIN _ 8"x6" TEE 611 G.V. w ``•\�� ~ \ �` `;�``` ' `\' \ \` � ` � �`� FIRE HYDRANT 8 x4 REDUCER , IN \ ; » \\\ \ \, \,FILL ~ o,�� `.\ .N,�� ASSEMBLY w STA.17+32 O `� ��` ` \NN �, , �. \ \ ~ 1 �` � ��\\� ` N.�. ��~.��- STA.1 + 4 37 ; 8"x8" CROSS STA. 14+81 L FILL 540 =`Nri ` w At s� 8" CL. 52 DI WATERLINE J 147 m � VDOT STD. CD o 535 8"x4" REDUCER STA. 1o+81 I I w 535 4" 451 BEND - TO _ � 4" VALVE &L � v m m rn '- w SANITARY LATERAL SERVICEJ CROSSING 16] BEND D TO 4" VA BL V 4" VALVE & TYPE A O TYPE A BLOW -OFF �� 4 CL. 53 DI WATERLINE W d) + I- 't SANITARY SERVICE STA. 17+77 STA.1o+62 �+ V) Ln LATERAL CROSSING I I SANITARY SERVICE I Lu < a w SANITARY LATERAL SERVICE CROSSING 4" CL. 53 DI WATERLINE 530 j ( LATERAL CROSSING ( Z v W 530 m 1� N ri O l0 't H ry) 00 rn r, 0) m r+ 00 mot- 0 O l0 O 0o 0 Ln am "D N 00 m Cl) �!1 Ln �t O 0o rn O Ln rn rl O ri l0 N 0 N o Ol m O O 0 o rl Ln Ln I� N o N 00 m rj 06 m N ^ m fY1 00 m r') �t �- u) 0) l0 O Ln Ln O Ln Ln � 00 00 l0 Ln �- Q� �- Ql �- I� m Ln 0 l0 m N .6 m O ^ f r1 Ql m Ln �� Ln to Ln Ln Ln LI1 Ln Ln Ln L11 Ln Ln Ln Ln Ln L1'1 Ln Ln Ln Lp Ln L11 Ll1 Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 BLEEKER STREET 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o -1 '-OFF VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 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 ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY 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 11/30/21 ZONAL E z O w U Z 0 Lu cle � w U Z m Zw w ce a J U z ul) z u- o O � � LL l (17 Luw � > ZD m Ce Q z 0 0 O w O w Z Q t E J w a Ca -j O U O H J m m T-i w \ 0 0 m O n T :J V J n 7 J o� �z ry �n L U ` U w �V) UZ Q- J S�o o. 0 o O U � V a •� L L (n J Q o� T C U 0 U j � V Z c v s J � J N Z �C z � v �L z --� J J � U :J J o0 �v Qo n T) .0 > n •n U O V iU L .0 c N U L V U O c -U � U V •- O O -U r O _ O_ 3 V O n > c v o c V) c `- o Q) > a e� O � n N 0 V O 3 VDO7 INV. Ol 525 STR-8 VDOT STD. DI-3B (L=8') 515 42 TP= 522.78 STR-10 VDOT STD. DI-3B (L=14') INV IN: TO STR-10 TP= 522.91 INV OUT: y TO STR-6 INV IN: Si4.T0 STR-12 515.64 515.32 INV OUT: TO STR-8 515.61 STR-6 VDOT STD. MANHOLE 540 522.22 TP= STR-12 VDOT 514.10 INV IN: 5zaoQTO STR-8 TP= � 5 13.94 INV IN: TO STR-14 INV OUT: 09.18 INV OUT: TO STR-4 4 520 I SZo - 4" WATERLINE Z CROSSING 515 515 1 PROPOSED GRADE _ 1 1.8' 510 - 13�°i� 510 EXISTING GRADE - " H[ I 15vzz I 0� 31.9 L I � 15" HDPE 00 45.4 LF @a 2.69' 505 ° 00 o , 505 - - N - - -- - W J O _ z ~ z ¢ rY � SANITARY SEWER CROSSING I 0 �c~n0 0 �, °t- ~ SAFETY SLAB (SL-1) 50O m F- o o o `� °1 �- REQUIRED 500 - o 1.�� 15 HDPE O o � z O - 1 3-76.8 LF @a 11. 61% > N Z Z 0 � > > Ln 495 �u>>> ILnn �- zz z 495 - �� SANITARY SERVICE 1 LATERAL CROSSING 490 1.1\ I 490 - -�-_ -_ SANITARY SEWER CROSSING 485 HDPE -- -�--- 485 I I 95.4 LF @a 2.0% i I I 48o I i 48o STD. EW-1 „ -, __ ....._. 15 HDPE 475 38 LF @a 8.3% SAFETY SLAB (SL-1) - - REQUIRED, - ( - I - -- 475 PROPOSED VDOT ST. EW-1 IT=474 00 W/ #3 COARSE AGGREATE OUTLET PROTECTION W/ GEOTEXTILE 470 I FILTER FABRIC UNDERLAYMENT I 470 0 rm rn � 0) °r, m r-1 0 � � m rn m °m "6 00 01 N 0) A rn .t Ln rn rl 0 Ln m c U 0 0 Ln In ri � Ln Ln ri ri In Ln N off LNn Ln 0 Ln -0+25 0+00 0+50 1+00 rn O rt Lin 530 N 530 m M - � EXISTING GRADE v~i oho STR-20 VDOT STD. DI-3B (L=1o') rq 521.33 TP=� 0 525 513.18 INV IN: TO STR-22 > 513.19 INV IN: 5sTO STR-28 00 INV OUT: TO STR-18 � II > 51.11 LnPz 520 520 4" WATERLINE PROPOSED GRADE I CROSSING 515 1.5, 515 15" HDPE I I 32.8 LF Qa 4.30% 510 I 510 I 00 co Ln N Ln N Ln Ln -0+25 0+00 0+50 STR-28 - STR-20 f � � m �- � 60 11 ._ . -.t L D M \t' l0 l0 �p 00 �- N N N Ln Il ul V ° .-. 60 `�°- Ln m '�- 495 g o o � == M 495 STR-38 VDOT STD. DI-3B (L=8') TP=483.92 INV IN: 475.25 TO STR-40 INV IN: 473.3o TO STR-44 INV OUT: 473.2o TO STR-36 EXISTI Eel -A11 1 5 -t .....r. 15„ HDPE l 31.1LF@a 1.161d -o+25 0+00 0+50 1+00 STR-46 - STR-38 1+50 2+00 2+50 3+00 STR-12 - SWM D 5 3+50 4+00 4+25 STD. DI-5 21.90 TO STR-10 515.95 15" HDPE 19.5 LF @a 1.S )PE _ @a o.6o% /o NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 00 m �- N N Ln N '� N m � ' ran L_ 540 o -� Ln 0 ~ I 0 kD o N 0 STR-26 VDOT STD. ^ ^ � rn TP=5� 532.54 0o ri 0 INV OUT: .-3§ TO 535 J Ln N > 525 6� 535 N Z 0 - �,r ' F-p � a > > v~i�zz - ri TH � In °� WATER SERVICE v Ln Ln 00 ri F- � CROSSING 530 -- _ -- m " L -& & p rn F- OF- F- 0 -> N z p 530 EXISTING GRADE - -- 8" WATERLINE CROSSING 0 c~n N z z PROPOSED N rq w O1-j Ln ri ^ 0 `R Ln o C) -I GRADE 1.1' 525 0 Ln N Lr°, � > - - - -- 525 - - - z - Z -000 � - rq U -0 1 ° Z_Z p- �Li L �rn`n00 o Ire �0 �a>>> Ln F- 17 15„H 32.01 Ln CO WATER SERVICE �� 1 "HDPE 520 ~O Ln CROSSING .� 15o.8 LF @a 3.14 520 > > Z o - ri Z o _ it >> vV) z Z n >> F- IL z.2' 515 4" CROSSING WATERLINE � --1�'" -- ....._. 15"HDPE 114.6 LF I @a 5.6o% I 515 - - _ - _ 1.4, S 10 3.8' 1.7' 510 WATER SERVICE _ T CROSSING 1�„SAL ' " 1� ° SOS Ln O � ° w Ln � --CO 1 "�ir-n... 15"HDPE 2. �r "--L C n '+ i G0! 112.1 LF �a 3.07% 15" HDPE ------- SANITARY SEWER CROSSING i �- -- 1--- _ Soy _ i -.t z 0 85.2LF@433% ¢ ~~� �mV)tn0 F- 0 0 5°O � � 0 �'- N Z Z -i SANITARY SEWER CROSSING 5 Ln F- 495 495 oe 1�s.-.�,��-n..._ 15„ HDPE 1 i 11oLF@11.65% 1 490 1.0' 490 SANITARY SEWER CROSSING 485 485 I 48o 48o SAFETY SLAB (SL-i) REQUIRED 475 I , 475 m O �1- rl N � CO O 00 00 O M O t\ N O �.t' N ri l0 r� rl 00 0o co M M rl 0) � 0) O rl � rl N Ln a) In 00 00 00 0) 0 co rn H O M m O ri O ri Ql r� 0 ri l6 ri rl N Ln m ri N Ln rl N 0j � ri N rl al N N N N M lO 1+ N m 00 Ln N m O Ln m rn N m �- Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. 510 510 I I � EXISTING GRADE 505 ( j I 505 - - -- -- i Lr) 4 Ln i I rn � aLO O 00 ' 0 I-- Ln 00 _ Ln H 00 5 STR-5o VDOT STD. DI-3B (L-1o) - _ _ o _ cn �ri TP= 484.07 0 N V) 00 0 l 00 INV IN: TO STR-48 474.07 cooO Ln o6jto INV OUT: TO STR-44 m 0) v � N CO 00 n 1 ( 473.97 ` 1 ^^ m CL 0 0 ..� �i' -It' ' I I > i k.0 tiD �,;� .3- m O .t 0 H > .. D Ln �- Z 495 , oo ^ u �- M � Ln Ln O -r95 00 _LA rri v �- 0 - _ -_ - �- -_ - p -N- Lrt Z p - o cn t- O rY n J � � m Ln ��0 ��� ��zz m � °) � � V) PI F- B O O 0 W w � Ln 00 uh rn > o� Ln� 0 F- ri 0~ 0 Z WATER SERVICE F- Ln490 WL ~ ° 0 I- 00 �'� > H II - 0 CROSSING 490 ~� 0- N, zz O � z z - - CO ��»> > •• L„F-zzz 4, z_ p z_z p w II >>> ���-zz 485 � z z z I 1.1' 485 WATER SERVICE 1 15" HDPE WATER SERVICE CROSSING 111.3 LF �a CROSSING WATER SERVICE 8" WATERLINE l CROSSING CROSSING I PROPOSED GRADE 1 " 15" HDPE , 8o 5.9' 1 � 120.8 LF C7a 2.76% 80 4 f 4� 4 4-2' 3.7' SANITARY SERVICE SANITARY SERVICE LATERAL CROSSING 475 _- 1 _ -_ -- LATERAL CROSSING 475 1"SANITARY SERVICE ,.o� rl__ui_racra 15" HDPE 15" HDPE LATERAL CROSSING 90.3 LF @a o.51% 124.8 LF @a 0.77% 1 470 18" HDPE ° 15" HDPE 470 68.8 LF @a 0.74% 1 1 28.2 LF @a o.92% 01 O ri .t- 0) N ri � L D I� N O -.t' 0) ri �- n O 00 m tom. O rl Ln O 00 O 00 O N N rl 0) Ln Q� I� 00 O n ri 0) In ri N m N t m o0 M 00 r►) o0 �+ rYl Ln � Ln l6 Q� o0 Ln d) O O � T4 N N 00 00 00 00 00 00 00 00 00 00 N 00 n 00 t\ 00 00 00 01 0) 01 01 O 0) -t It --t' It �- mot- �t � -.t' -It' �t �t Nt' -t' Ln .t' -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 STR-58 - STR-44 2.50% STR-26 - STR-2 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. 490 STR-30 VDOT STD. MANHOLE TP= 459• INV IN: 4$TO STR-32 INV OUT: TO STR- VDOT INV. 5+00 5+50 6+oo 6+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM CMA/CD 52. 1A//1 ARIn � r-' !1C CCDADDTInKI RCT\A/CCAI %All[ 4. -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-42 - SW M A DI-3B (L=1o') STR-24 ° � °H O Ln Ln o II ri J z 00 v 1° ¢ m cj� in m �NV)V) InN ri 00 I- N i-- F- I- N rI Cb 525 Ln F- N 525 OF- 0Ln o F::o > Z > F:: Z Z p p F zzz > L,F- z 520 520 PROPOSED GRADE EXISTING GRAA7DE WATER SERVICE CROSSING 515 1.1' 515 DPE -F @ 3.53% 15" HDPE 82.9 LF @a 1.79% 510 4.7' 510 SANITARY SEWER CROSSING SAFETY SLAB (SL-1) 505 REQUIRED 505 Ln N N 0) Ln Ln Lin Lin -0+25 0+00 0+50 1+00 STR-14 - STR-6 ',o �0 00 .-. Cn Cn 00 '+ .- J co rn m ko In 6 t-0 ° h co ~ 490 I- LrNi 0 t 490 _ > E- p c~n 0 F- Z Z Z � h 0 -4t 485 485 - - - _> 0 :D 0 PROPOSED GRADE II > ` ) ~ z 48o 48o EXISTING GRADE 475 475 15" HDPE 4 54.3 LF @ 1.29% 470 I i 470 � 0o r6 Ln 00 00 -0+25 0+00 0+50 0+75 STR-6o - STR-52 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. STR-38 VDOT STD. DI-313 (L=8') TP= 483.96 INV IN: ,PTO STR-40 474.86 INV IN: 4-7 TO STR-44 472.46 INV OUT: 4-�, TO STR-36 )0 STR-40 VDOT STD. DI-313 (L=12') TP= 484.04 :D GRADE INV IN: TO STR-42 475.39 INV OUT: PTO STR-38 475.29 J- - 485 STR- 2 VDOT STD. DI- 4 5 TP=4:O& 478.78 INV OUT: 4 TO STR-40 1 1 475.98 15" HDPE J 45.1LF@a 1.31% I ! 470 1oa *-kGrp 18" HDPE 18" HDPE 135 LF 3.17% 28.4 LF Qa 1.51% 3+50 4+00 4+50 5+00 5+25 0�1� fSC OTTI. LINS Z lU No. 35791 11� 11/30/21OA ls�I�NAL E z 0 bLu U z Lu a 0 w U Z a m z Q ¢ zw 0 0 > 0 ce ,--,iy- a LLur) J V z Z i LLJ �■■�z o Ce cl� 0 0 0 LL. > ) �- W >-1 W Cy- co z Ce Q z o ce D O LL U O w Z J W °- m � J ¢ 0 U 0 J cH G ♦•.o m w z, \ Q o 0 M o -- -- _ _ L�.__ IN O N N 515 m 515 STR-124 VDOT STD. DI-3C (L=4') 0 CO 0 00 N 499.10 TP-- - 5C 5.30 o p v) INV IN: 4,aa-TO STR-126 O ' Ln INV IN: TO STR-128 �- 510 _ - INV OUT: . TO STR-122 � 510 w o^' of 497.70 497' 5 a 0 0 .t a 0o ~ z = N rrq z 00 N 0) Q ri ri a C 505 _ w F_ F_ �' 505 w-It O rn Ln in 0 -- - N p m 0 0~ STR-122 VDOT STD. DI-5 00 _j z N �-.f-- 491.31 TP-�495.12 O t �, a 0 �- WATER SERVICE = Q o INV IN: TO STR-124 z 0ri° c~n > ,. CROSSING H o 0 0 ° INV OUT: 4� TO STR-12o Soo F-IN U-rips- H zzp 491.03 �.o o Ln0 �'�� � II >>> 500 � 0~ 0 N Ln H z Z z �` " 14-1 F. N Ln - r 00 p •J > 0 °H z ( 15" HDPE 1z � EXISTING GRADE > O ri > 1 -Ln 45.5LFQa1 495 -- - � > > 0 -- - 495 Ln SANITARY SERVICE 490 LATERAL CROSSING 490 - 15" HDPE 485 24" HDPE 120.3 LF �a 5.27o/0 485 184.5 1.24o/0 V. OUT=481.o _ i E � ., ..Qni �� 24" HDPE 3 480 13.1 LF @a 12.30% 480 -3o" HDPE- -, 1og.6 LF @a 3.61% PROPOSED VDOT STD. EW-1 W/ #3 COARSE AGGREATE 30" HDPE OUTLET PROTECTION W/ GEOTEXTILE 284.8 LF @a o.8o% 475 FILTER FABRIC UNDERLAYMENT ( 475 N o �0 m Ln Ln Ln O rn 00 O oo � O O O ri ri O 0) Ln -Itk.0 O) H O ri m N ri Cn H m 't o0 Cil o0 I� 00 00 m r\ Ln 00 Ln a) 00 m M a) 00 0) CY, 0) 0) a)a) cn a) a) 0 ° 0 O O -0+25 0+00 0+50 1+00 1+50 2+00 2+50 0 m m ri � 0 Lf)00 STR-144 VDOT STD. DI-3B (L=8') TP- 0 543.00 > 00 Ln m 535.35 INV IN: r�TO STR-148 00. INV IN: 5giv4e TO STR-144B � 0 INV OUT: TO STR-142 Ln 11 CL H z 545 535.35 5 8" WATERLINE 520 iCROS54osING � I I I 5�5 540 3+00 3+50 4+00 4+50 5+00 5+50 6+oo STR-126 - SWM B 540 540 _ ri J . 1 N V m Ln , 171 o 0ul535 ( 535 O o N o -� `� t- �' STR-132 VDOT STD. DI-3B (L=18') � o ri 526.64 TP '7 0 O N Ln > 0It 51.9.24 INV IN: ST�`:� TO STR-134 `D D 520 519.24 INV IN: g� TO STR-136 `D ri r`i' 0j INV OUTa� TO STR-13o �' 0 53 o PROPOSED GRADES z � 53. F I z 515 525 1 III III 1 525 6+50 7+00 7+50 8+oo 8+25 w m o J r4 rl O Lmn Lmn � Z k'D �t < r-I ri 6 ~ I-- 0 V) u °0 00 F-o in Ln N F:� 545 ° z z 0 Ln zzz PROPOSED I 540 VDOT STD. ES-1 510 ,___ A1 510 8" SANITARY SEWER 520 520 CROSSING 535 535 INV. OUT=5o8 15" CL III RCP 1 TWTVa1� Lt E- -A.I.A.?_P- 32.87 LF @10.34% 535 _ EXISTING GRADE 15" HDPE 15 HDPE 505 ( 505 25.o LF @a 7.68% 32.1 LF @a 1.56' 53-5 515 530 I 1 530 I i i �D O t a, '1- Ln Ln N+ Ln ri � m It V) Ln Ln Ln -0+25 0+00 0+50 0+75 -0+25 0+00 0+50 -0+25 0+00 0+50 STR-170 OUT STR-136 -STR-132 STR-148 -STR-144 ri N 535 m �t r�i Mri m ri m 535 -Ln STR-3-32 VDOT STD. Co B41Ln .1unn 0 0 U*)�50 . o V) m INV IN: 519.6o ~O °Q o u') 530 INV IN: 519.60'0 rTl; ri INV OUT: Sig. 0' N !; m o ul) m �- m 530 545 530 9 2 STR-166 VDOT STD. DI-313 (L=8') TP= 541.64 INV IN: 5 TO STR-168 534.59 INV OUT: 5aaw STR-162 531.54 N J m � o � V) o�o� rn O C00 Ln > Ln '' 545 00 o F- a > U-,F.Z 540 _ _ 8" WATERLINE CROSSING 535 555 Ln m 4 0o Ln Ln HH m Ln m �n O r' m m � _I I 555 m 00 4 ri m t m lD Cp N O N _I ririrrii I n n O FLm O p L^ mo Ln 0- � u1 o O 0~ Ln m Ln � 0 - ~ ~ n, 550 - U ri --- _m-� o � p F_ `'`' ~' OQ m _00_~ m _ > Ln > Ln �- F- _� 0 n > H d 55 o - -- Ln O p ~ m Z Z 0 't H v) l- z V) oo N F- p m -.t Z ri Z p ~azzz Lt `� II >> Ln� - - -I z z 545 � rq Ln 1- I IWATER SERVICE 545 z - O WATER CROSSINGS SERVICE II > > CROSSINGS Ln z Z WATERLINE 540 /_4" CROSSING 6" WATERLIJE2'2 540 CROSSING _ 1.3' 1.7' 1.5' .3' 535 ". " 535 Ln Ln - - _ �� m 00 - - - - - 1 S.s 1 Q-,._.� ' a..L...G....r..-,.0� m m M 0 " ri n • � o ° Ln � � HLn o Qom' 1511 HDPE Ln 00 rn 15" HDPE L11u-a_I 101.2 LF @a 3.15% 530 Ln 0 ri ri In i O O o M 72.9 LF @a 1.55% 530 - - ci Q� Ln 0 Ln F- Ln Ln Ln Ln 0 i- 0 > - - �- 6 r- i5" HDPE SANITARY SERVICE o Ln 1 Z Z p 109.7 LF @a 1.55% LATERAL CROSSING 525 m >1 .. 0 �i Z 0 u > > Z Z 11 V) z z z 525 V) F- 1 /•" I III D (" D 5 2O �0 �o ,��, ��r �n��, 520 rn - �- � i99.o LF Qa io.i% , 0 M N 00 ;i L F- 515 O in 0 o - -- 515 o ~ -- I- o 0 0 o z 51 �, p 1 510 w � r, 0)� 171 z Z -- II! I 1 - Z 00 N ri-.-- Q ri r 24" HDPE V) 185.6 LF @a 1.5% 505 � V) V) 0 Ln m. 0 ®~ �-- rn 00 0 1400 505 >0 ; SAFETY SLAB (SL-i) 500 > > > REQUIRED I 24" HDPE - - -- -I- 500 495 000 94•o LF @a 5.20% 495 - _ 490 I 490 a'' Yaa• r s-xs 24" HDPE 485 64.8 LF @a 4.89%1 I 485 Ln rn rn ri ri -t Ln Ln � Ln m �0 0 0) r-, � Ln � N o ri Ln Ln Ln 00 r' rn w 00 00 N �- 0 � �0 ao o 90 r. r_ 00 N m 0) 00 Ln rn Ln 00 r1 o r\ 00 Q) O O rl iT ri ri 00 N rl N o n^n N N m N N N N O 00 N N n'n r_� m m 00 0) m m O Q) -t m ri 00 _4t m 00 m m -t 1' a) mot � Ln �t t Ln Ln Ln Ln Ln Ln LI) Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln i 10 � fI -0+25 0+00 0+50 15" HDPE 32.1 LF @a o.690/ 530 15" HDPE 63.3 LF @a o.69% 525 I I 525 r-r--. o o ° Ln Ln Ln Ln -0+25 0+00 0+50 1+00 1+25 STR-168 - STR-162 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-146 - STR-120 VERTICAL GRAPHIC SCALE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH 5 0 2.5 5 10 20 OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 5 ft. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN HORIZONTAL GRAPHIC SCALE ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 50 0 25 50 100 200 I I I I ( IN FEET ) 1 inch = 50 ft. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 8+75 NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. WA w � N 0 00 z m o Lu -r n1 m O Ln Ln O Z i Z� ��Ln U-) V) 0 u~io00~ 0 O ~ ~ Ln off, v N U m 0 F- l) 0 0 nni 0 � m o 5 - - --z -z - �, O `L�, O WATER SERVICE rr > �> > r > vn LN 0 Lnnla- Z Zz U)�Z 00 0 ci O zzp aa11 z 1 CROSSINGS - l J Ln °o O ~ a '� > > > � ~ - O Ln o "D 0 z z z WATER SERVICE -� 2 Z ri Oo Ln` N CROSSING 525 -- 00 - I 5 5 540 ° r. 00 - Ln > L<, - 540 " c0 a cn N - ° �" SANITARY SERVICE 0°, m 8" WATERLINE c~n O 00 N `D z o CROSSING �, F_ 0 t-Lr) a> O LATERAL CROSSING Ln Ln r CY) Ln F- F- 1. O m 00 ° z Z �n 0 L 0 0 ri m ~ Ln ° nY' `n) `ri° `n ~ - - 8" SANITARY SEWER STR-128 VDOT STD. DI-3B (L=io') N F- o H � > Ln L CROSSING 12.20 20 520 504.45 TP- �S �' 5 535 _0 �' o Ln o IT o o ° N o ° 535 O STR-i o 0 0- O ri z -- F- V) 0 u zs o I , INV IN. �T 3 > Ln - F_ Lr, Lq1 _ O 0 a cn F- �. f- N 2.5 11� WATER SERVI, INV OUT: S TO STR-124 0� o ` , � arr. z z o V) 0 STR-154 VDOT STD. DI-3B (L=12') p Ln 0 N 1'3 CROSSING ° 5 4.36 ri Z p II �, N N > ' Ln U' E-- _ _ Ln Ln O o 518.15 TP - 527.25 > ri > N Ln �' a r' E- Ln ~ Ln INV IN: TO STR-1 6 F- F- � of °- z z ri � m o In~ O N 00 5 Ln . Z °L°n 0) N "' �'- - - 1.9 00 ri z o Ln INV OUTS TO STR-152 z p z p 515 U w 00 " 1.0 15" HDPE 515 ° o N rr ° N ' �, 4i8.oi > > > > i 530 - m ri "i - - 1 - 32.5 LF �a 3.69% 53 Q - ri ria-^. I - - a- z Z --- _ - _ _ O - -- - -v� I- Z Z . Z z _ _ - o a s cn I 1 a s in > > II o° V) in 0 SANITARY SERVICE o 0 ul 0 ri 1 z z cn m 00 Ln LATERAL CROSSING �n ao O 0 ~O Lnf- 0 t- h LI) 1 1511 HDPE 51° p N 5 Ln \,.°� 510 25 > 4�� WATERLINE 105.3 LF �a o.98% 525 :Do � � 0.. .. � - CROSSING - 15" HDPE ri z z p r; l 1 1 z z p 98.4 LF Qa 1.17% a z z z 1.5 5"HDPE �� V) H z z z 8" SANITARY SEWER 4" WATERLINE 143.7 LF C CROSSING 2.0' �.Q_Q_►__>�_:.-. 505 4" WATERLINE CROSSING io.i5/o 505 1 " SZo i6 . L % - 520 HDPE CROSSING - 2.3' 5 5 F C 3 79 flu OEM M7 15" HDPE l S 8" HDPE 5O0 28.6 LF @a 3.53% 0 4.4' 7 15" HDPE io6.i LF @a 6.28% E . 8" SANITARY SEWER SANITARY SERVICE 495 LATERAL CROSSING CROSSING rn r, 00 l`0 0 r- m m M Ln o Ln o 0 r. CY) � 110 00 � o r. m N m a) r. 0) I� Ln Ln r' Ln ri ri m l6 o0 Ln N lD O O o O 0 r♦ ri ri ri rl N N N N Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln V) Ln Ln -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-134 - STR-124 500 495 515 �� r 18" HDPE P 3 18"HDPE 8" SANITARY 1 @a 53.2 LF 4.85% - SEWER 515 Zd - AI_!"1 ..►Li..�]('1]....� ' -- 24 SAFETY SLAB (SL-1) 24" HDPE i50.4 LF @a o.65% 207.1 LF Qa o.5i% 32.9 LF @a 1.19% CROSSING 2 HDPE 4" REQUIRED 134.7 LF @a 0.71% 2424" HDPE 5 10 51 745 �74O 1 LF o. % 0) M 00 ri M O N 0) 00 0) � 0) ri Ln H � m �0 Ln ri 00 0 �- r n r� � O o r. 0) 0 O 0 0) 0o m rn a) 0 00 It 910 Q0 m N 0) Ln O ri 0) d- o r. ri (.0 ri .t 1,0 Ln m 00 �t k-0 m ri -- N r" Lo ri rl� rl 0) Ln ri o N 0 N �10 ri N Q) ri N ri N N N 1+ �6 lfl n N N N N 110 l0 N N o0 O N n•n N m O m 110 N .t N Ln ri N N r-� 6 N ri o0 Oo N rl o6 o6 N ri 1,6 O N N l6 1t N N r` O N m Q) 4 N m m U) m m Ln 1,0 m r) O r` .t m Ln O o0 't m o0 m Ln ri Ln Ln Ln Ln Ln Ln Ln Lr) Lf) Ln Ln Ln Ln Ln Ln Ln Ln Lf) Ln Ln Ln V) Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln'1 Ln Ln Ln Ln Ln Ln Ln 3+50 -0+25 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+50 9+00 9+50 10+00 10+50 11+00 11+50 STR-164 - STR-140 ��'V" H 0� O fsCOTT R. LINS �I lu No. 35791 11/30/21 �SSI ANAL V, Z O w U Z � Q � a 0 w U Z m 0 zw O O w p a °C u �■ '-' U w °-Lf) -� Z r■ z LL MIw 0 �■■' O � � w V) w > W cez ao a 0 U O w Z Q � J LU a m J a O U O J H m D V) rn r-i w \ 0 m o M o � 3/1G" 5TE'EL PLATE WELDED TO P05T & GROUND SMOOT.I-t 2-1/2' DIA- GALVANIZED STEEL POST. PAINTED WITH 2 :GOATS OF _PRIMER AND INSIGNIA YELLOW 314" PIA. STEEL FIN W/ HEAD , o W/ 3/B' DIA. 'HOLE FOR LOCK LOCK FINISH SURFACEI CN;IG; 3 DI A. GALVANIZED t ILI � , STEEL PIPE SLEEVE ` (PAINT A80VE GROUND Y •� '-' i .PORTION `5AME A5 POSTS . GONGRETE FOOTING ` 3/IG' 5TEI~L F'LATE WELDED TO 5LEEVE 12' NOTE: DKLL A 13/16" DIA, MOLE THRU BOTH THE P05T AND 5LEEVE FOR PIN PLAGEMENT- REMOVABLE STEEL BOLLARD DETAIL NO SCALE SURFACE • • I11111111111111111111111111111111111111111111111111111111111 - INTERMEDIATE COURSE 4" COMPACTED AGGREGATE BASE COURSE, VDOT #2:LA Ws% COMPACTED SUBGRADE EMERGENCY ACCESS SCALE ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTHAND REPLACED WHERE NECESSARY WITH SUI TABL E MA TERIAL TO THE SA TISFA CTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATIONAND OVERBURDEN TO BEREMOVED FROMSHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (z) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BEA MINIMUM OF TWENTY (20) FEET IN LENGTHAND HA VE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THEAGGREGATE BASE MATERIAL. IF THE SSV VALUESARE LESS THAN zo, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BEAPPROVED BY THE ENGINEER FOR GRADE, TEMPLATEAND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE INTERMEDIATE COURSE IS BEGINNINGAT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. THE PUGMILL REQUIREMENT SHALL APPL YIF MORE THAN 6o DAYS ELAPSE BEFORE THE INTERMEDIATEASPHAL T PAVEMENT COURSE (OR SURFACE COURSE IF DESIGN DOES NOT INCLUDE INTERMEDIATE ASPHALT) IS INSTALLED ". 5. THE USE OFAN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT ISAPPLIED. 7. PRIME COAT MUST BEAPPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OFASPHAL T (PRIME COAT RC-25o @a 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BEAPPLIED IN ACCORDANCE WITH CURRENT-YIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCEA ROAD WA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WA Y. ONLY THOSE STRUCTURES SPECIFICALL YAUTHORIZED BY PERMI T ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA T/ON MA Y BE L OCA TED WITHIN THE STREETS RIGHT OF WA Y NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL ACCEPTANCE BY ALBEMARLE COUNTY: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. EXIST. GROUND 1 EXIST. GROUND • 9, MAX ASPHALT ,O OP 1 44 RIP IN �NE, STONEC' - STONE) 57 PA VED TRA IL WA Y DE TA IL NO SCALE NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY 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 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. 4 2"R d 4 TOP OF 6 CURB :,44 d 1►�,1� -�- e 1 a s Q. a Q ,. a C • d• 4 '( MIN. P- it . I. 611 1W I 0 2, STANDARD CG-6 CURB & GUTTER NO SCA L E i \ � . ........ .. ----- -------------- ­1 .......... .. _­ ............. ............... ... i.... ,1 y � Z TRIP GENERATION 1"=250' TRIP GENERATION CALCULATIONS VDOT #57,#68, OR #78 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) STONE BASE UNDER CURB & CHECKED BY VDOT 85 SINGLE FAMILY DETACHED UNITS, CODE Zso PRIOR TO PAVING AND/OR BACKFILLING. nnT___ rniTrni _ S' 4 " CONC, (3000 PSI AT-\ 28 DA Y OR STRONGER) 4"21-A STONE BASE SIDEWALKDETAIL N SCALE NOTE. ADD UNDERDRAINSALONG SIDEWALK A T SPECIFIC L OCA TIONS IF WARRANTED DUE TO UNUSUALL Y WET FIEL D CONDITIONS. SURFACE COURSE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSECOMPACTED AGGREGATE io •o •�o •�o •�o •�o •� BASE COURSE, VDOT #21A 0( OR #21.B. . ON ULTIMATE- • ►. AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING NO SCALE R/W CONCRETE SIDEWALK 1/4 '1-1' 1' 1. 5' ADT: 803 VPD C407 ENTER/ 406 EXIT) AM PEAK: 63 VPH (3.6 ENTER/ 47 EXIT) PM PEAK: 85 VPH (54 ENTER/ 31 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design (Based on VDOT Requirements & Standards) RF= 1.0 Location Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Owl Creek Court 77 5 4 5.83 SM-9.5 1 1/2 2.25 BM-25 3 2.25 21B 6 0.6 13.73 Ridgetop Drive 124 5 4 7.49 SM-9.5 1 1/2 2.25 BM-25 3 2.25 21B 6 0.6 13.73 Cooper Court 163 5 Z. 8.44 SM-9.5 1 1/2 2.25 BM-25 3 2.25 21B 6 0.6 13.73 Galena Street 86 5 4 6.22 SM-9.5 1 1/2 2.25 BM-25 3 2.25 21B 6 0.6 13.73 Pfister Avenue 679 5 4 13.41 SM-9.5 1 1/2 2.25 BM-25 4 2.25 21B 6 0.6 15.98 Bleeker Street 115 5 4 7.23 SM-9.5 1 1/2 2.25 BM-25 3 2.25 21B 6 0.6 13.73 Maroon Creek Court 172 5 4 8.63 SM-9.5 1 1/2 2.25 BM-25 3 2.25 21B 6 0.6 13.73 Note: .Pavement structure for the widening of Sunset Avenue Exteneded shall match the existing pavement structure. General Construction Notes i. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry(29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of Zo or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. Zo. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. CG-6 CURB & GUTTER CG-6 CURB & GUTTER CPO O O O° Ono000 ••4 .: 4 •.:'::: Y PLANTING STRIP STRIP 61 12.5' 12.5' 61 (TRA VEL LANE) (TRA VEL LANE) 29' F/C-F/C 2.5 ( _2 5' 54' PUBLIC ROAD R/W TYPICAL STREETSECTIOYV _LP2_42RjV1iVC ALLOXEW OW OYVE S-1-PE 54 'PU B-Z1C ROAD (26-ffpff D SIC1V SPETD) YVOT TO SCALD' C/L POINT OF FINISHED GRADE 1/4 ":1' 1/4 11:1' °V uQ g8°o°O° o o °° °°c0b�' cedv0 -_-... CPO ° ° °O°o°8S Wde CONCRETE R/W SIDEWALK 5' I EXIST. GROUND EXIST. GROUND o � COTT R• LINS Z OS U No. 35791 ,�Ll 11/30/21�� SI 0 NAL _ U) z O R �w �U Z LUW Q oU z O Q m o a a Z Z (n Z W " Q > 0 LU 0CLU U w Z w z i m � � z O O L L LL H I--1 w > W z a a o p D 0 0 U LU z a � m fl- < O o J cH L m D U) rn T-4 T-i W N ` C) 0 o