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HomeMy WebLinkAboutSUB200700038 Plan - As-built 2020-09-04KENRIDGE KENRIDGE ROAD AS -BUILT PLANS LEGEND ROADS EXISTING CULVERT CULVERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6" DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH ... .... EARTH DITCH DRIVEWAY CULVERT BENCH MARK - - - - - CLEARING LIMITS VDOT STANDARD STOP SIGN -zoo EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX SHEET INDEX TITLE SHEET COVER SHEET 1 SITE PLAN 2, 3 ROAD AND UTILITY PROFILES 41 5, 6 NOTES AND DETAILS 7 SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1" = 31000' NOTE: 1. DRAINAGE EASEMENTS WERE RECORDED IN D.B. 3426, PG. 477. 2. ACCESS AND UTILITIES EASEMENTS WERE RECORDED IN D.B. 3426, PG. 501. 3. ASBUILT INFORMATION WAS COLLECTED BY KIRK HUGHES & ASSOCIATES IN 2009, AND UPDATED INFORMATION IN SEPTEMBER 2019. PLANS INCLUDE ASBUILT INFORMATION FOR CURB AND GUTTER, ASPHALT, SIDEWALKS, STREET TREES, AND SIGNS. 4. ASBUILT PLANS WERE PREPARED BY COLLINS ENGINEERING, AND UPDATED IN NOVEMBER, 2019 FOR THE FINAL ASBUILT SURVEY TNF(TRMATTnN GENERAL NOTES 1. DEVELOPER/ CRAIG BUILDERS OWNER:: ATTN. SAM CRAIG P.O. BOX 6156 CHARLOTTESVILLE, VIRGINIA 22906 2. ENGINEER: COLLINS ENGINEERING, L.L.C. 800 E. JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE.• (434) 293-3719 E-MAIL: scott@collins-engineering.com CONTACT MR. SCOTT COLLINS J. TAX MAP NO.: 06000-00-00-02700 D.B. 3049, PG. 043 D.B. 1153, PG. 646 4. ZONING : CO COMMERCIAL OFFICE 5. USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE 6. ACREAGE (TOTAL): 16.5 +/- AC. ROADS 2.1 AC. COMMON AREA/ PASSIVE RECREATIONAL AREA: 133055 SF. = 3.05 AC. (18.570) 7. SETBACKS (PROPERTY): FRONT 275' SIDES: 30' REAR: 50' SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS. 8• TOTAL # OF UNITS 66 - 65 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT): 13 TOWNHOUSES 47 SINGLE FAMILY ATTACHED 5 SINGLE FAMILY DETACHED UNITS GROSS RESIDENTIAL DENSITY: 4 DU/ACRE 1 EXISTING MANOR HOUSE RESIDENCE TO REMAIN ** 1 EXISTING 3000 S.F. CARRIAGE HOUSE STRUCTURE TO BE CONVERTED TO OFFICE USE 9. UTILITIES: SEWER: COUNTY SEWER - AVAILABLE ON THE SITE WATER: COUNTY WATER - AVAILABLE ON THE SITE 10. SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) 17. PARKING CALCULATIONS RESIDENTIAL PARKING REQUIRED: RESIDENTIAL UNITS REQUIRE. 2.25 SPACES PER UNIT 66 UNITS * (2.25) = 149 SPACES RESIDENTIAL PARKING PROVIDED: 66 UNITS CONTAIN 2 GARAGE SPACES: 132 SPACES STREET PARKING PROVIDED: 17 SPACES TOTAL PARKING PROVIDED: 132 + 17 = 149 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP-04-052 CONDITION #1. (6 PARKING SPACES PROVIDED) 12. THE NORTH PORTION OF THE PROPERTY DRAINS TO THE SOUTHFORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. THE SOUTH PORTION OF THE PROPERTY DRAINS TO THE MOREY CREEK WATERSHED. 13. WATERSHED: S. RIVANNA RESERVOIR - WATER SUPPLY PROTECTION AREA 14. AS -BUILT SURVEY BASED ON FIELD -RUN SURVEY PROVIDED BY JENNINGS STEPHENSON, PC. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 16. MAXIMUM AMOUNT OF IMPERVIOUS COVER ONSITE: 5.8 ACRES 17. INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH UNIT. 18. OUTDOOR LIGHTING THROUGHOUT THE PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3,000 INITIAL LUMENS. 19. COMMERCIAL BUILDING SHALL BE REQUIRED TO HAVE A BACKFLOW PREVENTION. IN ADDITION, THE EXISTING MANOR HOUSE SHALL HAVE A BACKFLOW PREVENTOR FOR POSSIBLE FUTURE USES AS A COMMERCIAL/OFFICE BUILDING. THE COMMERCIAL BUILDING WILL REQUIRE A SPRINKLER SYSTEM FOR FIRE PROTECTION, AND THE MANOR HOUSE SHALL ALSO REQUIRED A SPRINKLER SYSTEM FOR FIRE PROTECTION IF IT IS USED AS A COMMERCIAL BUILDING IN THE FUTURE. COUNTY APPROVALS ROADS & DRAINAGE VD O T SCOTT/R. CBLLIN' Lic. No. 035791 8/28/20 �< U) z O H H W ce Y N LuC� N a c n >� w W W I� �J J 00 >v WM v oV N Y� Z I fil w w z l7 W ul z J J 0 u p w DATE !/N�II:i DRAWN BY K. KOSTELEC DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE AS NOTED V z J CL z 1 cl� J M� O W U i W Lncl� W i 2 CO J W U > �0 0 r w WJ J ( � H V J Q W r c z w v ZONED: CO COMMERCIAL OFFICE TAX MAP # : 06000-00-00-02700 30B NO. 22816 SHEET NO. 1 of 7 S79"53'30„E VARIABLE WIDTH R EXISTING GUARDRAIL 7745.44, ACCESS, UTILITY 10 LC= 1= &DRAINAGE EASEMENT TOP=592.16 A FL=582.56 TOP=599.32 NDERGROUN INV 0U 594.90 FL=583.30 TOP=5930 \ CyeSgp 10 - - - - O OP=59 .63 O \ \ 00.2 EgkE & 0y S64"34'15"E L= SCOTT/R. C17LLINS'Z, Lic. No. 035791,E 8/28/20 cv4 pOt`Slnrrnr. 1�' z z � � o a' Lu Lu a Lu Q Q 06 0 0 Z) � � Z U LL LL 0 Jo00 �a Q zQ 0 0 U J LU LU J cn CoQ a a p N Lu 0 Z J Q 00 Z o ~ O 0 Z LL LL O Q a � Z Z 1("�I 0 g g Lu > Q Q " 0 W � o0 Lu Lu CP Lu O O (VO rn N 1 00 DATE Lu Y N rn 03.14.08 )RAIL ¢ M DRAWN BY LuWr, CO K. KOSTELEC N > V LIJ DESIGNED BY al r Lu 91 39 L9 Q ~ S. COLLINS a =591.33 N U CHECKED BY S. COLLINS \ ■ w SCALE VARIABLE WIDTH ■,�■,■• 1 „=30' ACCESS, UTILITY & DRAINAGE EASEMENT D \ 598'. \ \ F -585. \ \ \ z \ SANITARY SEWER EASEMENT L j \ D.B. 2680 PG. 224 TOP=632.82' C AND DRAINAGE EASEMENT / �/PRIVATE DRAINAGE ••-- � I � 1 NV OUT=625.$8 D.B. 3426 PG. 501 TOP=644.43 EASEMENT D.B. 3059 PG. 525 Q if11 D.B. 3426 PG. 477 INV OUT=634.39 �� / TOP �� ! TOP=606.77 10 67 INV = 59=soo.o7 S.B. 3386 PG. 455 j'3 I 644.6/ � INV OUT5998.042213 � --------- E Z ---------------- �_ j 644.57 1 VAR i 2 INV IN 600.11 INV OUT WIDTH � PCC=8+06.03 643.77 _-- 1 5 1 o PRIVATE DRAINAGE J i 4, 31 f --r- T----------------- --+ e.o' TBC-'-- - X6�4C/ /�/230 °o EASEMENT _ - R \ i TOP=669.06 !637.54 47 � X644.28 � � �� i� 4 837 ;TBC i CLR ---- L �� \ /5" �� cQ% iir" - 166E�CP tix H� 3 �� � , 1 10' UTILITY EP o - ' 643.45 X643.71 r 4.82' \ RCa i v oUT=6o3 s1 _ 9 ~ g Z / L9 - ' EASEMENT 637.25 -- � � � � T 66 92 ! _ / � 14 �`3 oP s. � 0 6 INV IN 02.87 TBC CLR � i CLR - �� ��� i OUT-801.12 O _ 6P0 644.63 2 7 INVco 59 " 11 43.07 X643.28 �, r� ��� 20' DRAINAGE 614.5 I 642.25 CLR EAS T 2 BC 1 of a- LLJ EP i / D.B. 3426 01 TOP-614.38 z = II9e• D.B. 3426 PG. 47 V IN=608.07 �5 TBC-- 43.41 PRl 1/A TE DRl l/EWA Y ��� - --T-- XCLR.94 EP FOR LOT 61 ° IN T=608.031 13 8 Q Lu Q 641.80 CLR 87', XCLR 18 I I 30' & VAR. WIDTH C'55 2 m 18.11 /� IVY ROAD 43:,02 EP =7+45 I ACCESS UTILITY � I PROPERTIES, LLC Per=�+ - -- - P� EP i 1 3 & DRAINAGE P-E� 14.1, TOP=612.97 Q D.B. 2554 PG. 400 z 60 T EP2.3s 61 INVLu OPN6625.1 EASEMENT 3 CLRr I INV ou080S 461 H INV IN- 7.29 225 TAX PCL.: 06000-00-00-02800 O �� 61 �// INV OUT=619. 3426 PG. 501 i r-i N MATCHLINE SHT. 2 D.B. PG. 477 TCHLINE SHT. 2 , %% r OPEN 00 IAIE SHT �� / c\ 620.12 7 MATCHLINE' O 16' PRIVATE PRIVATE _ _� ' CLR ul 645.41 °° DRAINAGE UTILITY ___--------- % 12 1 62 40 Q TBC ^ 18-EP EASEMENT EASEMENT i/ 3 ! C ° .01 - BC ,�/ Q 645,?50 E - U-1 TBC D.B. 3426 PG. 477 '' D.B. 3426 PG. W \ I I I J C4R.11 TOP=623..5 % Q p / WHITE GABLES W � 15' VA. POWER ESM'T. INV IN=619.55 , a 12 INV OUT=614.497 (� O� \, CHARLOTTESVILLE, L.C. r n � c, D.B. 3488 PG. 263 16' PRIVATE a D.B. 2660 PG. 218 �,/ J TOP=645.56 15' GAS LINE ESM'T. DRAINAGE 6288 Q (� v LLI INV IN=fi32fifi / TRi / \ � r. TDY R(`I nRnnn_nn-nn_n9Rnn � 599.91 �3�R TBC R CR A/ Oq0 R=1522.60 - - - -- VAR AI BL�(IDTH LC475.06' - ACCESS, UTIL11 06A 10 II --- & DRAIN R. WIDTH 30" RCP 101 INv=57s.21 TOP=599.37 --BASEMENT----- -A INV IN=594.00 1 19.59' EP-EP 5 Y E tom. 49 INV IN=594.56 1 INV OUT=5 0.71 TBC 60 62 II601 3 - -- ----- ----- NOTE: 1. DRAINAGE EASEMENTS WERE RECORDED IN D.B. 3426, PG. 477. 2. ACCESS AND UTILITIES EASEMENTS WERE RECORDED IN D.B. 3426, PG. 501. 3. ASBUILT INFORMATION WAS COLLECTED BY KIRK HUGHES & ASSOCIATES IN 2009, AND UPDATED INFORMATION IN SEPTEMBER 2019. CLR 601.18 TB cai \� - O I EXISTING CORRIGATED VARIABLE WIDTH ''TBC METAL STANDPIPE ACCESS, UTILITY TO =583 89 10 CL ro 603.08 22 I1 UT55 93% Js" & DRAINAGE 50 6p C 16' PRIVATE aF EASEMENT TBC ° DRAINAGE I EASEMENT C SFSgA 10 16. I F TOP=602.69 �� i 01 INV uT 59�5 86 �P li0 STORMWATER 16' PRIVATE �co 23 BIOFILTER 0/1//0 DRAINAGE j j 0 51 EASEMENT��: 0P=583.07 In TOP=604.84 0 605.98 +50.88 INV IN=598.01 INV IN-579.27 q0INV OUT=596.59 I INV OUT=578.72TBC RCP605.91 i 16' 1e,o' i605 54 V_AR. WIDTH ------------------------ ---- ------ --- INV 57847 \ 30' & VAR. WIDTH EP-� CLR 24 I PRIVATE DRAINAGE -� \ \ ACCESS, UTILITY EASEMENT \ 52D & DRAINAGE j :608.93 L_ _ A 0 EASEMENT 609.1 I ;CLR---------- - - - - - - - - - 30, I \ \�A '609.17 ;TBC I IL------------------- -- I I �\ \ VARIABLE WIDTH ACCESS, UTILITY �= 111 25 j \ & DRAINAGE 53 0' UTILITY ! jl 21 20 19 18 \ \ EASEMENT EASEMENT6 TOP=615.52 I INV IN=605.11 113 \ \ C 10+61.40 INV IN=605.11 131 I /y INV OUT=601.28 20' & VAR. 36 4.00' 613.2' ACCESS, UTILITY \ F II70- E'-EP, EP WIDTH UTILITY 13.24 26 EASEMENT &DRAINAGE .\ _ EASEMENT D.B. 3426 PG. 501i INV IN=58 .38 \\ 0y70 16' PRIVATE VAR. WIDTH i TOP=s14.3 16' PRIVATE TOP=5a8. DRAINAGE EASEMENT NV OUT=608. 3 D.B. 3426 PG. 477; DRAINAGE D.B. 3426 PG. 447 j3 DRAINAGE 35 INV OUT=5L38 \ 9/ EASEMENT I rReEr UTILITY EASEMENT too 11po D.B. 3426 PG. 447 131 ' SIGN EASEMENT _,(/� 11 __ate`_ _ _______ __J_ _______ ; 54 sro 617.67 615173 151------- --- _ \ EXISTING GUAR ' � 6 611.9 -'- -� 34 _ GQ TBC . 13. EP2 3 zl. EP / ���� 1.42 EXISTING BRICK `. O 13 ° - - - - T SIDEWALK (TYP.) Q TOP=616.6G 618.28 s,� 33 __ INV OUT=611.30; CLR .00' 615. 6+ 13.7 61257 18.00' 1 .00' /-.0 �4 oB \\\ \ \\\\\ 593.07 0 s+o CLR 61 q �\ \ TOP 583.92 �1 1 \ 61 CLR 15" RCP EP-EP EP-EP -EPI E -EP 611 CLR `�g26�'�iQ�� •l' � TOP=597. j j P`5 = _ _ _ - - EP-E 609.55 �G gTFO VAR. WIDTH 1 \ INV IN=5 Fr S = 7.70 g�? A qp�' 16' PRIVATE PRIVATE DRAINAGE T P-59 0 INV OUT j 55 ^ 6,, 613.98 61 6 EP OXo 61 R INV�7N�594.06a\ 18" RCP \\ f{ •., a TBC 611.8 EASEMENT INv ouY=592.21 15.80 E o. LR 9 J EASEMENT O j 11 - 11 � BC ----- - ---- Flii -- --WOODS_ - 4/-- - ° 17 TBC.97., -- 13 EP 15" RCP FBC___ 1 J 06 6222j TOP=617.55 13FI98ERRA _ II tl INV IN=610.40 115 ���rrr O 00 62 INV IN=606.83 135 TOP-614.37 0.3 EP-EP g . EP 6P7.42•, 30' & VAR. WIDTH JCL I TOP=599.53 Q d NV OUT=606.73 NV IN=�07.79 16 FL=584.67 v OUT-607.72PRIVATE-----,, 598. O �,2 11 VARIABLE WIDTH I 16' Q - DRAINAGE DRAINAGE TOP-620.57 G ;INV IN=615.61 1 9, /�Q FILTERR W W ( INV our=611.77 EASEMENT 44 EASEMENT 1a00P ��0 598.77 io8 EP 607 B I� � � 5' 5'� L •` 56 0 � I j j 43 42 41 40 39 38 37 .6 j 601.04 BC - 6 Ci-��27.0 627. 32 TBCBC.11 4.JG TOP=601.47 C TBC FR f 6' PRIVATE - INV IN=596.41 Y '62 EP, EP 45 1 DRAINAGES � 31 1 ,67 605C B INv-O'T=595.47 0° Ep0 76 TOP=599.83 " U ---------- - FL 585 73 EASEMENT a EASEMENT _ 16' PRIVATE Q------- -- __ ____ _______ I 18.0 ' DRAINAGE -- ---- - ------ - S/G - D.B. 3426 PG. 447 30 - _ ' CLR 57 D.B. 3426 PG. 447 _ = 11 TOP 607.46 INV IN 602.28 6.05 - �Za.o -------------------------------------------------- 9 INV OUT=6 _ j ! 16' PRIVATE 2 oz.� G C C04 • 47 EP EP 631.9 TBC 11 DRAINAGE 28 R� 18.o i0 EASEMENT 27 P 632.4 TOP=632.09 46 D.B. 3426 PG. 477 i ���/ /i 2 - C04 6BC.2 INV IN=623.29 STOP 6 .8 '9 C 13 C INV IN=623.29 24'ACCESS, UTILITY ,�� SIGN 58 INV OUT=61980 h VAR WIDTH VARIABLE WIDTH DRAINAGE - EASEMENT Zl 4 bx INV OUT-62 EASEMENT _ /% v \ Q �' 4g TBC EXISTING os i 24'ACCESS, UTILITY D.B. 3426 PG. 477 65 0 cc• / j'�1 AND DRAINAGE EASEMENT 3 ' 8.06' a� 6 / ~� OPEN SPACE 64 CLR 77 D.B. 3426 PG. 501 3 62 .16 / P-EP EP 24.6Q p� / CIL DRIVE T 624.�9 EXISTING / TOPUT=6 2 LR' z 30' & VAR. WIDTH / r INV OUT=6 0.1 DRAIN A / w �16 IVATE ACCESS, UTILITY 626' EASEMENT / LR 627,18 D.B. 3426 PG. 447 & DRAINAGE 646.8 0° 22.69' I 12 16EXISTINGIVATE EXISTING EASEMENT TB P-EP �� TOP=646.75 ,J 64 �� TB O 5 16' PRIVATE INV IN=635.02 D.B. 3426 PG. 501 64578 -�' � DRAINAGE D.B. 3426 PG. 477 ^ CLF�646.g7 INV our=s3as2 DRAINAGE poo' EXISTING 5' BRICK EASEMENT TBC �\ EASEMENT 76 E -E SIDEWALK TYP.I'lD.B. 3426 PG. 447 I MANOR HOUSE D.B. 3426 PG. 447 7S. ( ) J I i II 7s' 76'' X I a; 1 II JIB I 12 �� 1.797 ACRES EXISTING ll 3 22.aa' 645.37 TBC 15' CENTRAL TEL. 62,8 7 �� 30' & VAR. WIDTH ACCESS, UTILITY P/L PER X - P EP P R C =5+52.02 � CO. OF VA. ESM'T. TB F 9 & DRAINAGE , D.B. 2660 PG. 218 x 45.6 �� �� L.F. PAYNE & SUSAN K. PAYNE D.B. 3502 PG. 315 EASEMENT TB 12 D.B. 3437 PG. 307 D.B. 3507 PG. 277 D.B. 3426 P 501 4 G. , STOP 64 .21 i 645..nd - _S7G r- CLR I " � �� TAX PCL.: 060K0-00-00-000AO 63 28.2�' 1e.00' P GRAPHIC SCALE JOB NO. TBC _ 15" R I�'i.. TOP=644.56 -` V IN=636.26 12 j P-E so o o so zo 22816 _ e l #644. V IN=636.26 139 INV OUT=65.9 50' GRADING, 21 s SHEET NO. _ CLR STOP pcsx sicN 1 LANDSCAPE & 626 7 /' � � � SIDEWALK EASEMENT EP' 15' CENTRAL TEL. (1N FEET) 12 '° 12 \ D.B. 3426 PG. 447 / L6 % CO. OF VA. ESM'T. / 2 Of 7 % D.B. 3502 PG. 308 %' 1 inch = 30 ft. INV j I 13 INV 98 =600.07 ---- --- L----------- --- 1S VAR -------- +- - 644.57 644.6/ INV IN 599.49 227 , Hg 2 OUT 5 04 213%/ 600.11 �_ TBC._-_---_- - 'INV OUT PCC= 8+06. 0,3 i 1 WIDTH 643.77 r / o PRIVATE DRAINAGE 3i ; -J 230 -+- -- T r 8.0' TBC-"- X6�C R r n o l _ ,, g r rll TOP=609.06 15 R P x EASEMENT :637.54 47 : X644.2 \ r 610 ti /% L 3 637 TBC : CLR --- \ 7S, r' �Q/ /INV IN=605.161 TB'C 1 ! 10 UTILITY o 643.45 \ RC r r V oUT-6o3.6 0 6 0,38 9 643.7 r 4 82 Q N EP o TBG X _ / % i TOP=608.92 EASEMENT 6j37.25 CLR __-- \ v ' r r ll 14 " INV IN=602.87 59 CLR I 11 2 A INV OUT=601.12 643.07 X643.28 EP 644.63 \ r� DRAINAGE al 25 EP j LR �� / / e 614.5 B C B A3426NP I ;'TBC 1 642. PRIVATE DRIVEWAY / D. G. so1 TOP= 14.38 I 43.41 INV IN=608.07 III 0 p D.B. 3426 PG. 477 15 { XCLR 94 EP FOR LOT 61 IN T=608.03,' 641.87j x642.18 V %i 13 $ 6'41.80 CLR CLR C' 2 IVY ROAD Ep 43!,02 30' & VAR. WIDTH 4 55 PC=7+45 EP J 3 ACCESS, UTILITY P8E1 TOP=612.97 PROPERTIES LLC �r=7+ - 642.35 & DRAINAGE / 141- INV IN- 7.29 225 Z 60 II EP 61 TOP=630.07 EASEMENT 3 / CLR;' I IN OUT809 461 INV IN=625.1 3426 PG. 501 D.B. 2554 PG. 400 / / INV OUT=619. // TAX PCL.: 06000-00-00-02800 o II 61 q / N MATCHLINE SHT. 2 i / D.B. PG. 477 % TCHLINE SHT. 2 , Now now 00 yMATCHLINE SHT- - II c 620.12 16' PRIVATE PRIVATE _ q MATCHLINE' _ _� ;' CLR � ] 645.41 °° I DRAINAGE UTILITY __--------- % 12 1 62 40 Q TBC 1-EP EASEMENT EASEMENT i/ / C ° of BO �/ Q 644C'50 D.B. 3426 PG. 477 D.B. 3426 PG. 3 E 645.11 TOP=623.71 CLR INV IN=619.55 Q a WHITE GABLES 15' VA. POWER ESM'T. / 12 INV OUT=614.49, CVO CHARLOTTESVILLE, L.C. TOP=645.56 D.B. 3488 PG. 263 16' PRIVATE 624''88 ��a a h INV IN=632.65 15' GAS LINE ESM'T. DRAINAGE TB, �Q �� D.B. 2660 PG. 218 Rc,6x4 6B� 5 INV OUT=628.89 EXISTING D.B. 3540 PG. 99 EASEMENT JQ Q� i TAX PCL.: 06000-00-00-02600 9OS j 24'ACCESS, UTILITY D.B. 3426 PG. 477 65 ' ! 3 �O Q �� 6 AND DRAINAGE EASEMENT' 8.06' --- / OPEN SPACE LR CLR r D.B. 3426 PG. 501 62'.16 P-EP Q O 24.6 647.34 3 T ` / / EP O CL DRIVE 624.�9 EXISTING TOP=627.32 INV OUT=620.1 LR;`R �16 IVATE 30' & VAR. WIDTH / 7 DRAINA ACCESS, UTILITY 626. & DRAINAGE 646.8 °° / 1 12 jl LR // ISTING 27/18 D.B. 3426NPG. 447 x 22.69' 64 16'PRIVATETBC S EXISTING EASEMENT TB P-EP p�' 1 TOP=646.75 ,J / 16' PRIVATE D.B. 3426 PG. 501 645 7 INV IN=635.02 ,, D.B. 3426 PG. 477 NCL f 646.97 INV OUT=634.92 ,, DRAINAGE DRAINAGE �_ F EXISTING 5' BRICK EASEMENT N BC EASEMENT s E -E D.B. 3426 PG. 447 SIDEWALK (TYP.) D.B. 3426 PG. 447 i �\ MANOR HOUSE' ,� Is' I i�l a 1.797 ACRES S 6 x 12 / EXISTING ��I n 30' & VAR. WIDTH 14 3 x 122,44' 15' CENTRAL TEL. 6g8 7'' // ACCESS, UTILITY P L PER 645.37 TBC / EP-EP �I 1 PRC=5+52.02 CO. OF VA. ESM'T. , 9 & DRAINAGE D.B. 2660 PG. 218 TOP=s44.62 x _ -- L.F. PAYNE & SUSAN K. PAYNE D.B. 3502 PG. 315 / ' INV IN=639.63 645.E EASEMENT INV oUT=639.59 STOP7B 64 .21 ' \ 12 �� D.B. 3437 PG. 307 D.B. 3507 PG. 277 , D.B. 3426 PG. 501 4 VARIABLE 645.58 SIGAt- CLR 14 TAX PCL.: 060KO-00-00-000AO 63 le.00' Fp8 2� TBC TOP=644.56 - - WIDTH DRAINAGE _ 15" R 'I V IN- 6.26 12 EASEMENT - _ I V IN=636.26 139 I' 644. a` - - INV OUT=635.93 50' GRADING, CLR p STOP LANDSCAPE & 141 ` �� _ \sxo SIGN ,\\\'s, \ SIDEWALK EASEMENT 12 D.B. 3426 PG. 447 644 85 21 ---15' CENTRAL TEL. CO. OF VA. ESM'T. 645.5 hx CLR \ TOP=643.86 ,' & bLb.bti D.B. 3502 PG. 308 3 INV IN=639.29 62 �* E11 .0 EP ,' ti 14 TBC e o0 930 NV OUT=639.26 l i % O TOP=644.66 s INV OUT=639.9t 646.10 P-EP ' TBC �Q 4 ' -- 2 62 EP TOP=620.95 hx INV IN=61447 ;' 12 22' 642.7 640.43 INV OUT=61418' // 2 CLK.7 / 622.T7 Cb . EP-EP CLR TBC / EP \ EXISTING GRAI/EL -- OPEN SPACE 12 6BC.72 \ SIDEWALK (TYP.) 3.732 ACRES 2 18,E 11 Cb NOTE: 1. DRAINAGE EASEMENTS WERE RECORDED IN D.B. 3426, PG. 477. 2. ACCESS AND UTILITIES EASEMENTS WERE RECORDED IN D.B. 3426, PG. 501. 3. ASBUILT INFORMATION WAS COLLECTED BY KIRK HUGHES & ASSOCIATES IN 2009, AND UPDATED INFORMATION IN SEPTEMBER 2019. 22.31 TOP=643.79 EP-EP \ TOP=621.01 1 " 1 INV OUT=639.44 _ INV OUT=614.87 Bxo 63 CLR 627.67 ' TBC 15' GAS LINE 623.45 640.2 632.TBC 12 1 EASEMENT 1 TBC 634.8 8C „ .. 0 22.27 < LR D.B. 3505 PG. 114 61 :20 TOP=612.30 CLR EP E I _ D.B. 3507 PG. 277 30' & VAR. WIDTH \ ' 0 630.92 INV IN=60 .60 311 ° 21.53' ' 3, ACCESS, UTILITY CLR 22u INV OUT=602.45 20' & VARIABLE g� 00 EP-EP & DRAINAGE TBC 08 -\ EP-Er - EP-EP 626.36 WIDTH DRAINAGE 1 EASEMENT L-R� 222o EASEMENT _______ EP-E 622.23 -5,' TOP=611.48 D.B. 3426 PG. 501 632.1 X CLR D B. 3426, PG. 447, INV OUT=607.3s EXISTING GRAVEL TBC -- 6x p_ �\ 484 (PLAT) / SIDEWALK (TYP.) - 21.96' K 627.48BC \ EP-EP _ 617.3" E/�R/DCe p gRK 623.5 __ q R\ 9 b I 1 e OPEN SPACE 22 27' N ,9 oe. J426, /VA iE RO 1D�''/VE TBC �' EP EP 3.732 ACRES XSOPC. AD/ 618.43 \ 61 .80 D.BE3R09 PG. 47, 484 (/'�A T) TBC P-EP IL EF G� \ 1 6 0 xo P, STAFB ASPHALT 30 & VAR. WIDTH d TAX PCL.: 060KO-00-00-000A1 614.1 2.68 T•7 .80 �`' o ` ACCESS, UTILITY o 79xo TBC CLR �4 BC C DRAINAGE OPEN SPACE 613;33 �j' s1oP 22.02' -' c``e .^p EASEMENT EXISTING 0 FILTERRA EP -EP ;'tee ° D.B. 3426 PG. 501 11.59 <� 20' & VARIABLE 309 TOP-612.03 rr P quo, P.p ,� ' v� �, D.B. 3426 PG. 477 WIDTH DRAINAGE INV IN=6o2.1y 10.37 1 / �h WHITE GABLES INV OUT=599,62 TM/ "���`���CCC EASEMENT LR s°\\ w/OTy D.B. 3426 PG. 501 sAMPED, SPHAL� µ f 610.82 0 96 CHARLOTTESVILLE, L.C. R/k, .2s � / r � �Q(CLR D.B. 2660 PG. 218 Q r GQ/ rEX. STOP TBC TQP=609.92 0 ' . Q• / ¢'`�� INV! IN=603107 TAX PCL.: 06000-00-00-02600 �6 6099.27 \ C099.51 INV OUT=6o .06 °O 66.' r -CR 130' & VAR. WIDTH i S6 2 r 606.97 09.29 ACCESS, UTILITY r190,11 s 604 " _ J C�� EP-EP R T C23.7s' ! & DRAINAGE T �� EASEMENT eO�N63%8g, TOP=6�.97 0 x T / R�O� Q atl �P-EP �SIGNOP 1 �F 'piji J INV IN=598.89 pjlp�pw4' EX.STkEET INVOOUT©603.41 15' CITY OF CHARLOTTESVILLE 9SJ !qN INV OUT=596.18 /0 603.36 `ea�e�. 0 slce \ GAS OF EASEMENT CLR r 6•. TB 1 STAMPED I ASPHALT �4'7G OONO '�xo EXISTING RIPRAP rrr 28,63 }ati «>' 607.tig D.B. 3505, PG. 114, 119 (PLAT) EP-EP 00 0 608.70 CLR 695.74 / ice L=10'. W=26' r 604.48 TBC \ �N OF BC TOP=602.93 h e CgNFJ CFI/S� AgLFyJ 7e R INVVOUT5595.68 s J ��y�/O ` 2Q� 9'ay 601.87 P/L PER Nc F,y C t �°� �����, 56 TBC D.B. 2660 PG. 218 �97N T Wv=59487 �00, EXISTING ��;'grFOq�, C0 600.23 T / -- VARIABLE WIDTH c COR.63 30 DRAINAGE EASEMENT 0 ttjP°qo�9/��, 9' j 22,a1 TBC 7S\ 3426 PG. 501 to J �\EP'EP 600.7822.91' ° SIGN \ \mac 601.7 P 3Q1 TOPN=595.8 t /'ie 3x LR EP-E 9 93 o STOP \ \ \ \ INV UT=59.29 lJ TBC 76x RpAC. "�O, �d INV OUT=594.73 605.63 L F T \ �E F 8' TBC \p �� SIDIEWALK (TYP.) 1, 602.39 601.53 \ NV=594.41 T-BC CLR INv=594.51 600.0 INV-593.87 \ TBC 600.7 SF T " \ 7s700 TBC u ,S7cN I EXISTING RIPRAP a L=6'- W=12' • Ty 2S0 / 62F (F N AST BOVNp � CA FJ - _ _ FpcF - - O,c tiiF,vT 7jxoo / GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. zo"00 SCOTT/R. Cb•LLINS'Z Lic. No. 035791,E po 8/28/20 44 ;&InhTAT. E��l Lu dS EO Z U 0 J ¢a t7 a � � Y J W � ¢ z Z -j w 0 Q Z In O 5 Lu Z Q � p O (� Ln O1 W O 00 N iN 14 00 DATE Y N Lu m 03.14.08 N >� DRAWN BY Lu J Lu rn K. KOSTELEC INCn v - L DESIGNED BY Lu - ~ S. COLLINS oN v CHECKED BY S. COLLINS SCALE 1 11=30' z W Q J < z U Lu <z W Q \\\ CO 0- LL Q Q w u OV) L.L � W-j J J Q ELI 2: JLu z JOB NO. 22816 SHEET NO. 3 of 7 650 640 630 620 610 590 580 O O O Q LoNN I NNO N n v V. ai OOiOi� � tl:rnrn to N�o N OZZO N I Nti e+(o^ ^o�Z �ZZZ �ioo c) �gti2 ti O lGHffGH POINFOINT LEV = 628. 9 Z CL > _ 9+6a02- PVl S A = 9+60 iPW -aff -6.34.12 0 / A.D. _ -20.00 -- n N / / K - 11.25 N NN v +35 / 225.0 0' VC �� ac ^mom ,� N N ���� PVl STA = PVI ELEV = 11.61 / / \ O+N %�ti NN .^O i\ Ncjonti A.D. = 7. 8 / \ N; co Z Z O ro O o 04 K = 18. 1 ,� n �e� »> °pNo ti �N o / n PR P. GRADE w o Z2Z N^ "�� cncn�ZZ 133.0000' VC d N o O' 2 N N E o // c0 \ / ^ W � PW S = 6+12.5 m \ WLw \ o PWELEV=608.4 /o°^ / \ P STA 12 75 N^ LOW PO T ELEV = 01.73 A.D = -5.38 / �o co \ PW \ ELEV = 60 .62 o N LOW POINT STA = 4 83.17 K = 13.93 �' � / �i U A R RELEASE 8'X8" TEE \ A.D. = 4.50 �i v o rn I `} PW STA _ 5+22 I 75.000Q' V^ / W VALVE \ \ K = 26.66 o j PW ELEV = 601. 0 / 0, I I D. = 9.59 rn� rn OO 0 `° / / 14. 53 L.F. 1. 0%' Bin. K= 11.47 / N c^o 0 cocoti / SD. �� 35 \52\ \� 1 0.0000' VC rn �OO��No+ O N O i Z Z o / " p �0 \ O ry e�- o c0 `0 �ti e »>/ / o r sa LATERAL .l. _ m .ENOti •• cn�n ZZ W) ^ O Q f Z O U e z» > iu () > m LA ERAL „ » 8 X6 TE v N d^ h c i c~n o0 2 2 Lu al / COMPL TE j 8 X8 E co vS °� o '� 0 co 8'JC "TEE lRE YD. m 8'X4" RE ER No + h j W , / 62% COMPLETE FlR HYD. \ & 4" G. V. h N e o > 2 N N rn o m 01 m 8" CL. 52 3. 01 L.F. 1.83% LATERAL LOT sA + "i ^ 0i % c0 N p D.I. W L / 1 LATERAL h > U I + h 0 ti O ^ N LArTERAL 220.08 L. F. \ U U v h o o > 00 \ > > m m / 9 % COMPAC ON LOT ss 9.91% r 7 W W 00 O LATERAL LATERAL 19 / HORIZ. N � + N r 7 ATERAL 4" G. V. 2 ti o LATERAL N °p `O \ in ~ BEND N p 9.44 L. F. \ STR. 09 O > 156.57 ERAL 25.41 L.F. ��� ? \ ONCRE HORIZ. STR 367 1.1 15in. % RLA LOTS 2 & 7A ERAL LOT s3 LA ERAL BENDATERA 12i.22 L.I.L. LOT z STR.217 31.10 L.F. LOT LA 7s,c E11 Z0.6 STR 5 C ATER L 3.259 CONNECT T 14.86 F. n60 15in. 15in. RCP STR.215 LOT 9c W/ 12'X8" STR.301 2.629 2.559 6< c W/L T.S. & V. 53 L.F. 5�-90w 18in. RCP Sin. RCP D'l. X STR. 13 sO69 1n. RCP M 53.48 . F. °A rERAL \ °j + O 18in. CP A O + J + N Zi (\� LOT 77A LAT RAL \ o+ COLRIDGEJ CO TR.211 DRI Q �Uico0 j �J LO 70.27 L.F. ti Oc� ~~� O :;.,'� + + Q ti Z rn o PRI A T ROD w^ �N Q 1 h. RCP ^ ti ti OON 00 oN)N'* CN N U O QC > O W Lo��% +�U)�ti W U � > a bZZO O O ooW 2 Q O �UW g �ZZZ o a v °v 00 0 N N N cNO cp O O c� 4+00 600 10 LF EC CLASS RIPRAP 2' DEEP 590 0 0+00 5+00 O O N �h 8" CL. 52 ti eZ D. 1. W/L O v~i 2 / \\ STR 300 85.30 LF 0.427. 5 in. DBL RCP TR 30 no 0 Ln (6 LO 1 +00 6+00 20 LF EC CLASS l (RIPRAP 2' DEEP 7+00 8+00 9+00 10+00 S 0 O � n raj o b tl +phh .� O Q) ~ � 620 OvcO `DOOOp NrOj N'I'.;� O ONcO COti o M00 r��coU M ^�0220 610 (n 7n�ZZZ oOj00u, �D ( (N,, M^oZo ��tiZZ 61 STR 311 STR.305 36. 6' 32.36' 12. 77 1.179 15in. RCP 18/n. RCP 600 O O (0 h rn (0O 10+00 10+00 11+00 ti 12+00 N N MN N 630 CN DO •o� ^ OOvco okoU NO�OJ 2 QO,� Q� jO �tiZ ��tiZZ " CL. 52L. STR.223 1. W/L 1.42 L.F. 1.877 TR 24 T STR LO ^ ^ � N I� h 1+00 610 ?22 0+00 13+00 4 ZZ E 640 630 620 610 590 580 DATUM ELEV 575.00 n 0 O N N NN No 00 p LO co ao pO O nN N 02_ p Np �Z ^BOO Z o�0 NOOZO �;� (Q�» \ c,)(,)�ZZ STR.217 33.62 L. F. J. 009 15in. RCP STR21 TR2 8 TO aJ O � � O 1+00 ^� ^N N O^ 0)-. ^v0 Zop ^V)OZO N 0) CL LO�ti ZZ (n(n o I^ ^^ o+ PW STA = 5+00 ^� Q PW ELEV = 617.67 N�ro% ^N AD. _ -2.24 PW STA = 6+00 ^ O � 062 4� rn rn Q 50. 0' VCR A.D. 1.86 co �00200 ^N�22p K = 53.76 ^ PW STA = 8+50 g��ZZ =~0222 g 100.00 0' VC op PW ELEV = 609.93 A.D. _ -2.66 ^ N `O '� o.; K = 79.05 OW POINT ELEV = 604.4 ^(0j \ L W POINT S = 10+15.14 µ+ `O �o� 210.0 VC PVl STA = 10+00 8'X6" TEE j j j U o titi - I PW ELEV = 603.84 COMPLETE m W Lu al m toe A.D.Ci 6.08 FIRE HYD. O c^0 43 + 14.87 ? 0 ¢24 / ga 8 PROP. GRADE m v. v �+ / Z77 LM 4(LJ) W \ 1 5 m 82.50 L.F. /136 7 L. . \¢ �6g, 8'X "TEE % Bin. S R 35 78X6' TEE 22. COM LETE n ETE HORIZ. FlR HYD. p FIRE HYD. LOT 32F BENDS LA ERAL LOT 43G LAl€RfiL 6" LO 52 L 37E TERAL D.1. /L 72. 7 L. F. 8 LOT LA 2F 4.5 Bin 9, 8" RAL 57. COMPACTION T 47 Lor 300 REO IRED LAERAL LAERAL A-5 �° La r AL 95.70L. co r 4 4.787. OOTS LA ERAL 288 7n LATERA LATERAL r 7A 3.07% oO O in. DIP V. LATERA (0 Z, h ui+ �tntiZZ It � ti NQ ^ti N J - ^ j 0 <i> o� J 77)7 00 (di ji. 4+00 630 620 610 600 5 0+00 5+00 7+00 640 M ^oo N N O O N (0 h� NNN M uj of N N c0 O ± i, �I\Ocv hO 00NN Z; >� \ hN000 n"�c0 2Z \ N+^Doti N0'o +N~ :Z) NCN N �\N 8" CL. 52 N 0.1. W L o 1 � 00 NOO �Oh ZO (n (n 2 2 S .237 0 CP 8" CL 52 15 D. L W/L STR 235 IF 89.4 L.F. 7187. 15in. RCP ^_ STR.225 26.19 L.F. 2.839 15in. RCP TR23 TO TR220 �\ N ^ Ni: O � � 2+00 1+00 630 620 610 600 0+00 1 ti 4y M � NM ^N N Napo N ^�O NF hW) P)Q)% �Oc^pZ0 ��p> tiQ- 7nco cncn ZZ / Z8" CL. D.l. / / TR.137 2126 L.F. 1.13X / 15 'n. RCP / T 138 70 ST % o 1+00 9+00 f0+00 620 610 52 L 136 590 LEGEND 0+00 " TEE & V. 11 +00 PROPOSED CIL GRADE - - - - - - EXISTING CIL GRADE EXISTING GRADE 110' RIGHT OF CIL EXISTING GRADE 110' LEFT OF C/L GRAPHIC SCALE VERTICAL: 1 inch = 5 ft HORIZONTAL: 1 inch = 50 ft. Lic. No. 035791.'a sS 8/28/20 `` 44 ONQSIONAL E��\ z z Lu Lu Lu Lu O O � a a w Z y: C6 in 0 C� lY � Z U LL LL O 0 0 a a 0 0 0 U g _j Lu Lu U) cO Q a a p Lu 0 0 Z -J 0 O O Z(f) 0 0 Z QLL LL 0WC �� ZZ O H p a a C1 J J H U)Z) Lu Q Q � 0 O W QQ a a rn Luo O10 oN QO\i 1 N 00 DATE Y N Lu N 03.14.08 , N > DRAWN BY Lu Lu� L r.-O J. DALY �-drn > V Lrn DESIGNED BY ce Lu 0 Lu a S. COLLINS (D a U CHECKED BY S. COLLINS SCALE 1 "=5' (V) w V) z w Q J CL z V / � Lu � Z LL Z o 0 U � ' Lu L <� Q Lu II --I W m J J H Q Q U_ O� �z 0 Q w Q W (DJ0 Q Lu Jz LL U) J z W u JOB NO. 22816 SHEET NO. 4 OF 7 ELEV 646.76 HIGH POINT STA = 6t41.86 OW POINT S A= 5+40.67 N STA = 6 80 PVl STA = 5+50 P ELEV = 6 9.10 _ n A.D. 5.81 _ .K K = f0.33 = 12.3 60.Og 0 VC � N i � o � tl• ti •, ;Uj �o �� 222 P STA = 9+ 5 / W P ELEV = 61 .60 \ \ A.D. = 1.71 K = 116.70 rn � - TEE PROP. GRA � 00.0000' V ^ - 22.5' HORIZ. 8' X6' `O v O � � / BENDS COMP ETE � � � h � � FIRE YD. + of 'M � o �' o `n � D.l. W/L o � � „N STR.123 � 87.49 L.F. 41 m �o o No+h oti o o^ 15in. RCP TR.121 O 1,� • � 7 81 L.F. STR.119 / � � • j � � uOj� . 96% 150.70 L.F. � cn cn h O 1 h. RCP J. 15in. RCP P STA = 11 75 �r ^ � ^ co PVl ELEV = 60 .03 + ON Lors soe � 67 _ d- ^rn 0 N�h "�^ r 4 COOro'n����aoLar K = 39.84�pN Ncp�^�LA rERALm ssA200.0000' V} Nof�NLATERAL�Nh�O•�nj0�OOI� %TERAL�' �I�.�Z� Q cn O» (p ^ ry 0 N W� cn ti22 LOT sa ,;ry •rn p �i � o� �� LATER L ln� O or asc 8"X8 TEE =O STR.117 LATERAL » 8 G. V. � p o h W QW 8'X4 RED CER y� 2 �`O�h g� 22 Y gW 3.59% 4» G.V. 15in. RCP 4" C . 53 /L �» � or � oZZ 27.03 L. 5.07% 15in. RCP j45 �LA LOT � '1• D) N rn LOT 56C ^ � LATERAL LATEW� LA_PX TR.113 LOTsse 4 43 L.F. LATERAL P I TEA T� ROAD / 4» G. TYPE STR.111 Ar R B. 137.81 L.F. 2.37% 15in. RCP 96.05 L.F. 0.9 -DIP % 4AL11, Bin. SR.109 0 43 44 L.F. � ^ . 66% L r E' a + d- rn 15 n. RCP L E A o \ / W^ � Q ti 85j. 8�10 J � 1i .2RCP OQn 3x� � Q W WgW J O n � O �.,� Na0Nof���N�?O�«jof«jOOujh�d'�pO��O(p(pOOhhhphO V O O O O O zr �TH OFF O ��� CSCOTT R. LLINS'Z 660 QI U Lic. No. 035791,E N ^ 650 O o ^ 0po 8/28/2044 �In �`r'SIONAL Ca ka 620 2 650 cn U) ocI 640 z z W W W W 0 a a w 52 610 �aa o-6 0 640 � O O 630 z U W W 1-1 p J 0 0 0 a a 0 0 0 lf)trU J J J 600 Co Q a a p 07 z J 0 0 630 O 0 0 Z Q O O 620 OLU z z 1"1 o g g 5.09 S J J ST15 590 ~ > LU O W °W 620o CO p p a a 1+00 0+00 1t00 Ot00 fe rn w o ON No rn Q4 �� w DATE 610 Y N LLI rn 03.14.08 N NO �>ko DRAWN BY o � 00 J. DALY H m U) > 7 n rn O r_ w DESIGNED BY _O _ W J M4R)A, o p a S. COLLINS ^u�oo cD a 600 O�O�hhti o U CHECKED BY V.O Z Z o S. COLLINS o 9.v�v��2ZZ SCALE )RI k- // \ 1 "=5' (V) 0 rn vM ^o � 590 Mph p0 600 z 580 STR.129 8.80 L.F. J 10.23% 15in. RCP 590 z GRAPHIC SCALE U W VERTICAL: finch = 5 ft. � j J 5 0 2.5 5 10 20 II•� H1 z LL 570 S 130 TO /✓ Tl L10 50 0 25 50 100 200 /�� O HORIZONTAL: 1 inch = 50 ft. �y U w J U In a �_ �� ro Q m J h h LEGEND Q Q 1+00 0+00 PROPOSED C/L GRADE U ^�^ - - - - - - - EXISTING C/L GRADE O tJ d EXISTING GRADE 110' RIGHT OF C/L 0 O Ul EXISTING GRADE 110' LEFT OF C/L tY 0 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 z Lu J (D�° 0 LL1 oC `� J z w JOB NO. 22816 SHEET NO. 5 OF 7 OW POINT E EV = 644.5 HIGH POINT 0 NpNNoi ^N� 1cj D0� OOMM� O [\j h�jNN Moro �oco22o cncn�ZZZ c,�c,�ti2 8" CL. D. /. W TR.133 8.10 L.F. 1 8.15% in. RC� R13 TO TR11 N �J co ad N N � � O OOco ^� ao ^^ NN�� MOOD �tip� 0 ohhh� �n o0 cncnti2 �+`�cocoti O co 2 2 p cncn�222 8" CL. D. I. W/ STR.131 \ 31.97 L.F. 19.36% 15in. RCP \� N 0 Io \� O 132 TO S R112 M O d- O o1 rn � h h Q N HIGH POINT ELEV = 645.18 0 °' HIGH POINT STA = 9+35.59 ^ N o l'K 650 PVl STA = 9+00 o O N. d PVI ELEV = 647 95 s10 N A.D. _ -12.71 �T OFF K = 15.74 ✓� 00 � I I SCOTT R. LINSZ �n �n U Lie. No. 035791 � 00 0�0 8/28/20�� 64 O 10NAL E��1 650 U 60 , W 00 Z Z to n W W ��7774 I + oi 630 640Pll STA 0 590 a a w �aa STR 106A 23.57 L.F. 11.54X RCP 24in.RCPL.F.? 0 0 Z U w w p 0 0 0 620 630 a a 0 0 0 580 "� to m Q a a y H H Lu NtP Nei w O O d.M�OJ O Q U U c000ioi°' (n a a +tl 00� O O NOhhti Z I1 w O Q `OZZo �zz ti �»> s10 ��zzZ 1�1 o g g 620 570 J J H u� m m Llj w Q Q O O W as LE OL a a 600 610 w o�mC:, LO O � � Q It 0) 00 p �� 00 h oDATE � Y N rn 03.14.08 10+00 11+00 12+00 13+00 14+00 ,Nv � DRAWN BY KEKRIOCR PARK 590 Lu 600 m Lu � �^ J. DALY darn `n > v LU DESIGNED BY W J 620 DATUM ELEV a -j � S. COLLINS Co 585.00 0 = N 11:oN v CHECKED BY N S. COLLINS c0 N r� o�V°� Z+fi00 n SCALE to N 2 j h 10+00 11+00 12+00 590 1"=50' (H) ���>Oj• p �� 1"=5'(V) Lo Lo 07 610 pd �N NM N Ln 00 0) Nip V, 'N' nNn ��^ n�Lr) Oco 4- 14 ka + �� NOh O N^ h j a o 9+00 8+00 7+00 6+00 5+00 4+00 3+00 95% COMPACTION o LO 60 REQ IRED O N �6N 14. w z O+MO pcy� _rOj /� O + \` N^�� O 0(30 j d 0 QUO N h O ^ V)�� D,j� 1,�0 NN (6N�� m Q STR 209 - NN rn NN o+�aj `�° Z 17.96 N� voNrn z^�`OZo (D (n 4.57% UND GROUND DETENTIO r Co ^ o + w M 10 > > LLJ 18in. RCP AREA #2 N+ ti N o d o ti cn h?? ,� 0i N J> J N� O ^^OZO NM 1-4 590 208A o Q > > ti o > > d ` cl� o o °"�' ~� LL 34.60 L.F. 7/7 Z Z N cn cn ti Z Z rn C60 ? 0 0.50X 0, ^ d + . c00 c00 ti - O 3Oin.CMP �� 75 ��ZZo LEGENDLu m wo DET. IN -DET. OUT 206A 2 ~??? PROPOSED CIL GRADE (n Q 17B00 LF. 4.55 L.F. S 205 ~2 650 00Nn to EXISTING CIL GRADE VVj��� H a50X 2.17% 00 + r i 650 \` m J 96" CORRELATED PIPE O Sq No�j EXISTING GRADE 110' RIGHT OF C/L 30in. CMP 30i .RCP � o w J I --I SIR 20 oQ�> Q 580 ST 201 V� v~j OO Z EXISTING GRADE 110' LEFT OF C/L Q 140.94 L F. 1.49% 37. 2L. F. U D 30in. RC 0.677. � O � Q 30i .RCP ul �z o Q 64 o ENERGY DISSIP TOR OUTLET STR. 127 64 J PROTECTION OT CLASS 11 25.76 L.F. W Q EC-1 RIPRAP GEOTEXTILE 0.587. STR. 141 , ^ O 570V 26.00 L.F. J L=20, W=27, D=2' 15in. RCP 1.04% 15in. RCP GRAPHIC SCALE Q Lu VERTICAL: 1 inch = 5 ft. � �� Q 5 0 2.5 5 10 20 STR 10 TO OUT 630 J z 630 50 0 25 50 100 200 Lu HORIZONTAL: 1 inch = 50 ft. 560 �___ ST 124 STR128 O TR126 DATUM ELEV 620.00 DATUM ELEV rr d- 620.00 N d- O O � JOB NO. N o 06 o o 10+00 22816 LO U) LO L L SHEET NO. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 6 OF 7 w ^O� cp O) N ^ Z �. .O ~�O� � d-+Nh h ON�N �oNi h ^h .,hZO 0 NDERGROU DETENTION AR A#1 +� M OQ> 17�00 L.F. a X srn 1 96in.CORREL TED PIPE 21.10 F. 30k►.R SIR 10 140.26L. 2.27% 30in. RC SIR 103 21.3 L.F. 0. 8% �o N v � h N rn rn rn ro m � � n n rn d- �`Oo �o� N N� NO�O N^OZOO �O N N 0 0 viou5co0 SIR. 233 `v 94.15 L.F. ��> 9.85% cncn�22 m. rn N �N aNO+�cOo \ STR. 231 c� c� � Z \ N 63.04 L.F. 22.86% ti 15in. RCP cn SIR. 229 59.51 L. 2.22% 15in. RCP SIR. 227 82.88 L.F. 3.32% 15in. RCP STR2 4 TO STR214 W N O � 0 0 o O o O U O OOd. U �000 Ql m O+NCO tp l� � �Z22 r�0 = o P ELEV = 61 .95 `ON�o �rn�o A.D. _ -0.9 K = 101.51 �+ocooti I I �ti�» .125 � 00.0000" V 58. 2 � 15i .11% RCP POP. GRADE N o �+o � of ANQ . N N U PVl STA = 4t8 Q N PVl ELEV = 610. 3 � �M o W A.D. W � oo � N I K= 11.96 I � . � � o � • � 610.0000' VC = V = 3+ 608.22 Yo; N�� Zj ^�� o � P EL Q �v~i� Q� o o;Q� •> co A.D. _ -5.73 � 22 c�c�� 2 1n K f0.48 � "'• • � I so. 000' vc I NPVl ELEV = 59 .30 + rn A.D. = 5.09 N � O V O h � � W O M Q o o rn ¢ '"� •91 j � � W m Z o 1u W Q � J 959 COMPACTION L RE IRED � o + U 8" CL. STR.313 STR.315 D. I. W L PR � T� Q/ � � � 31.19 L.F. 1. 0.82% 15in. 15in. RCP 15in. RCP N h o o N � O Q � J W O W � � o�j ^ O tio� to ti Z 8" CL. 52 STR. 139 73.1 L.F. 4. 6% 15in. RCP 142 O ST h O � h 0 0 GENERAL CONSTRUCTION NOTES 1. 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 III. 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 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. 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 C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAC 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. A-0-1 R'10/(5 I�! WIDTH OF ENTRMIC R EXPANSION JONT- G; oR• S/OFW EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE CURB INCLUDED EXPANSION JOINT ENTRANCE GUT( UNPA ED SPACE 6" FLOW LINE WIDTH OF GUTTER ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT ir HALF PLAN A 6J Iv1lr L'LJW WIDTH OF ® LIMITS OF 5 ACCESSUTIBLE LIMITS OF 4 ROE ---1-- ACCE59BIJ p„ -TRAVERSABLE S�a' 3' MM. q i u W w w ACCESSIBLE ROUTE DETAIL ADDITIONAL RIGHT-OF-WAYJS REQUIRED IF THE w OF ACCESSIBLE ROUTE B EXTEND BEYOND E%ISTING EXISTING w FIMTB OR PROPOSED V00T RIC OF WAY. r i DETAIL TO USED WHEN THE COMBINED WIDTH OF UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN T. ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . p, • 7:. ri PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A • FACILITY THAT CAN BE APPROACHED. ENTERED AN). >, • e. '• ri. USED BY PERSONS WITH MOBILITY IMPAIRMENTS. e • e . e Im IIF IF ACCESSIBLE ROUTES ARE BEING SECTION B-B PROVIDED, A MINIMUM N TRAVERSABLE WIDTH IS REQUIRED. -I1 0% TO 10% CHANGE PARABOLIC FACE OF CURB •�16"� SPACE SIDEWALK SPACi�____J-r CURVE NORMAL GUTTER I1 12Y. MAX. SLOPE ® ® X X • e, e. • �. 7" . p, ' .e• • �. ?o4 CLASS A3 (H.E.Sd CONIC. 0• 4gY 4g .4,APp of e4S4v6ay4bg•�P� o •e• e.e •6"AOGR. BASE e• •ee�eeo a: Tr E I SIZE 21B f s_D^ 6,_G•, SECTION C-C • •-FOR CURB AND GUTTER ONLY ®POINT OF GRADE CHANGE FOR SIDEWALK. CURB AND GUTTER BUILT CONCURRENTLY X X 12 X MAXIMUM INCREASE N SLOPE AT IANMUM 10' INTERVALS SECTION A -A X X X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10-INTERVAL AND �' A' • �• 6 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS - s. • 1J, . p, •P•e WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7 THE CURB FACE ON THIS STANDARD IS 1'0 BE ADJUSTED TO MATCH THE SECTION o-p MOUNTABLE CURB CONFIGURATION. STANDARD CG-9D ENTRANCES NO SCALE cG-12C ` - -4' MIN. I j MIN-�'�" S IIILJIj]j 4 cq e o 5 µIN )K � b. _%__. X 1? CROSSWALK 2` 1JRI. - AT)K 2" HIGHER THAN \ EDGE OF PAVEMENT AT)KXO SAME AS TOP Of CURB TOP CROSSWALK I' ¢, ; TYPICAL PLACEMENT w , AT INTERSECTION e;'; WITH BUFFER STRIP ® 7" WHERE STD. CG-3 CG-7 IS USED. 5'MIN 3 • 2•-0" s'-a' 1 :7 M •) STD. CO-2 OR CG-6 STD. CG-2 06.1 12 ; 1 46:1 MAX. A ALTERATIONS OR cG-6 20 :1 4' MN. 5'.-0" q„ PERMISSIBLE i i CONSTRUCTION JOINT NOTES ' SECTION A -A B THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH A ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH W" X 6O" MIN. DIMENSIONS. THE SHORT PERPENDICIAAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED L ?• SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (GLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL I DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST N PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH- RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. A SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED DABS. TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES LIMITS OF EXPOSED AGGREGATE SIDEWALK CANBE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED SMS ARE TO BE NO.5 X S" PLACED 7 CENTER TO CENTER ALONG BOTH SIDES OF THE RAIN *5 DOWELS S" Ft-OOR• AW-DEPTH OF RPLP FLOOR MINIMUM CONCRETE COVER 1V,". LONG a t2'f C-C CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT (NIT PRICES FOR HYDRAULIC CEMENT PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALKE. , COMPLETE-N-PLAC )2't /CONSTRUCTION /-MOPE MAXIMUM / JOINT CUREII AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS - TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. SECTION B-B CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE M WITHIN THE RIGHT OF ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED- BEHIND VEHICLE STOP LINES. FACILITY THAT CAN BEIT APPROACHED, ENTERED AND EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. USED BY PERSONS WITH MOBILITY IMPAIRMENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP E (ACCESS FOR MOBILITY IMPAIRMENTS) 203.D7 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ROAD CLASSIFICATIONS ROAD SECTION PAVEMENT DESIGN 0(2 A STA. TO STA. # VPD PV M'T. WIDTH E P - E P B/C - B/C R/W - R/W SUBBASE BASE SURFACE COLRIDGE DRIVE ® 395 8" 21-B 3" BM-25.0 2" SM-9.5 22' 23' 30' 4+47 TO 6+99 COLRIDGE DRIVE ® 395 6" 21-B 3" BM-250 1.5" SM-9.5 18' 23' 30' 6+99 TO 13+51 . MARSH LANE 240 8" 21-B 3" BM-25.0 2" SM-9.5 22' 23' 30' 5+00 TO 6+94 MARSH LANE 240 6" 21-B 3" BM-250 1.5" SM-9.5 18' 23' 30' 6+94 TO 12+82 . KENRIDGE PARK DRIVE ® 240 8" 21-B 3" BM-25.0 2" SM-9.5 22' 23' 30, 2+69 TO 9+89 EIGHT WOODS LANE 172 6" 21-B 3" BM-25.0 1.5" SM-9.5 18' 23' 30' 4+50 TO 10+55 BMIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10. PAV. DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. 2 A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH V.D.O.T STANDARDS. NOTE: THIS STONE WALL IS A RELOCATION OF THE EXISTING PARK DRIVE WALL WITH ALL MATERIAL, COLORS, ETC. TO MATCH THAT EXISTING WALL. Nl 1 /2' BATTER 0 z 3 CO Q :� 0 o' J CMU W/ #4 REBAR w EVERY 18" O.C. CAP TO EXTEND FULL THICKNESS ALL JOINTS SHALL BE TYPE 'N' MORTAR AND APPEAR DRYSTACKED FROM BOTH SIDES Uri 3 0 > HEADER STONES TO w EXTEND 1/3 TO 1/4 OF N ALL CMU W/ #4 REBAR EVERY 18" O.C. 4" DRAIN TILE (CONT. TO DAYLIGHT) WRAPPE IN FILTER FABRIC AND SET IN VDOT #57 STONE BDOMPACTE TO95%MOD. \\\\\\\ PROCTOR \\\j-01 j ,•j • da 8a /\\/ \/\ #4 REBAR EVERY / \\/ 12" O.C.; 3" CLEAR MIN. \j�\j�\j�\jam\jam\jam\jam\j�\j�\j/ 3000 PSI CONCRETE FOOTING KENRIDGE PARK DRIVE WALL NO SCALE COBBLESTONE CURBING NO SCALE 1.5" SM-2A SURFACE COURSE 3" BM-2A INTERMEDIATE COURSE BASEOCOURSE, AGGREGATE DO R �21A BRICK SIDEWALK NO SCALE r.O' MAX. SOIL LAYER GUARDRAIL BY OTHARl ' 2 MIN. REM -ROCK 28' TOPSHEAR TABSEE Njj4XISTING SOILS 3 1 eI/ERETAINED STONE r.�1BACKFILL, SEE NOTE 3 ELF/ REDI-ROCK 41' MIDDLE / BLOCK UA.N. REDI-ROCK 4r 0 I BOTTOM BLOCK A' GEOTEXTILE WRAPPED a o T-Q• PERFORATED DRAIN, DRAIN MIN. TO DAYLIGHT V-6' MIN. CRUSHED STONE LEVELING PAD RETAINING WALL SECTION FOR EXPOSED WALL HEIGHT 1/4' • 1'-0' L BEARING SOIL SHALL HAVE AN ALLOWABLE BEARING PRESSURE OF 2000 PSF. 2. SET BLOCKS AS REQUIRED TO FULLY ENGAGE SHEAR TAB. 3. RETAINED BACKFILL SHALL BE CONTROLLED, COMPACTED #57 OR 21A STONE WITH A MINIMUM ANGLE OF INTERNAL FRICTION OF 40'. 21A STONE SHALL BE COMPACTED TO AT LEAST R5X OF THE MAXIMUM DRY DENSITY. EXCAVATIONS MUST ALSO MEET OSHA AND OTHER LOCAL REQUIREMENTS. 44 NOTIFY ENGINEER IF ACTUAL CONDITIONS VARY. REDI-ROCK RETAINING WALL SYSTEM NO SCALE COMPACTED SUBGRADE THIS SECTION IS INTENDED FOR THE ACCESS ROAD SERVING THE NATIONAL LEGAL RESEARCH GROUP PROPERTY ASPHALT PAVING - COLRIDGE DRIVE NO SCALE COBBLESTONE PAVERS MATCHED TO EXISTING ROAD WIDTH EMBEDDED INTO TYPE 'M' MORTAR ASPHALT PAVING, SEE DETAIL 6" CONCRETE SLAB; 300 PSI MIN. W/ #3 REBAR. CONT, 2" CLEAR 6"X6"10/10WWF, MIN. 2" CLEAR, TYP. 3" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED EIGHT WOODS LANE MARSH LANE ASPHALT PAVING, SEE DETAIL VARIABLE WID SUBGRADE COBBLESTONE PAVER DETAIL • IIIIIIIIIIIIIIIIIIIIIII���������IIII�������IIIIIIIIIII������1 & • 111111111111111111111111111111 ••Bea.�eelea.�eelAdw Fe 002%ji ea.�eelea.�eelea.� c•LI�uCY.. �uCe �. �uCe a 1 a , NO SCALE ENTRANCE AT KENRIDGE 1O167 A EXIST. GROUND TOP OF CURB 4" MIN. STANDARD CG-6 CURB & GUTTER NO SCALE 4., � R=2" 6" 7" VDOT 21-A STONE BASE UNDER CURB & GUTTER TO BE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. MffS_U_RFA__C_n 18'- - CONCRETE TO BE A3 IF BASE CAST IN PLACE, 4,000 PSI \ . IF PRECAST. < t.'0(5 �o�°Cam 00 00 O0. 0 0„00 4" Min. C°aopOoBo a0° U B0 a5 0 °v°a ° go00 0n0o O VDOT #57, #68 OR #78 6" 6" STONE BASE UNDER CURB. STANDARD CG-2 NO SCALE BRICK SIDEWALK 1/4 ".• 1 CG-6 CURB & GUTTER (EXPOSED AGGREGIF) 1/4": 1 NO SCALE NOTE.- ADD UNDERDRAINS ALONG SIDEWALK AT SPECIFIC LOCATIONS IF WARRANTED DUE TO UNUSUALLY WET FIELD CONDITIONS. 6' o" /`ON )curn �- 4" STONE BASE (TYPE 21A STONE) TRAIL WA Y NOTE: STONE COLOR TO BE NATURAL 3'-6" NO SCALE s"ror 14 BARS 0 12" C-C EACH WAY RICK DECORA77VE WALL 4" DRAINAGE PIPE 3'-O" C-C 8" CAI BLOCK WALL CONCRETE BASE #4 BARS 0 6" C-C EACH WAY N 8 14" 8 6" COURTYARD RETAINING WALL DETAIL NOT TO SCALE N07E• (1) CONCRE7E TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. (2) REINFORCING S7EEL IN ACCORDANCE H17H AS774 A-615 (REINFORCING BARS) CG-6 CURB & GUTTER POINT OF (EXPOSED AGGREGATE) 6 FINISHED GRADE St 1.5" SM-9.5 / 1/4"• 1' 3" BM-25 6" 21-A SIDEWALK PLANTING STRIP 25'- 9.0' 9.0' {-2.5' PLANTINj- G STRIP SIDE asp. n' EIGHT XOODS LANE SECTION COLRIDCE DRIVE SECTION SIDEWALK SUB -BASE MARSH LANE SECTION SHALL IED THE B O57 COMPAC(48' PRIVATE R/jYJ 6" OF COMPACTED 21B STONE. EXISTING STONE RETAINING WALL STA: 5+89.46 TO 7+15.12 EXIST. GROUND 2. 1 SLOPE 20 COBBLESTONE EDGING 4.5' SECTION A - 3" BM-25 11.0" POINT OF FINISHED GRADE 2" SM-9.5 8" 21-A COBBLESTONE EDGING 30.00, KENRIDGE PARK DRIVE SECTION (30' PRIVATE Rlff)r SECTION B 4.5' r��L�urH:zmATu. EXIST. GROUND NOTE: ALL ROADWAY CENTERLINES COINCIDE WITH RIGHT-OF-WAY CENTERLINES PROPOSED 3' STONE DECORA77VE WALL. STA: 4+88.12 TO 9+52.89 NOTE: SIDEWALK SUB -BASE SHALL EITHER BE 95Z COMPACTED SOIL OR 6" OF COMPACTED 21B STONE. SCOTT/R. (711•LLINSZ Lic. No. 035791,E p 8/28/20 �v41 � H Z Z w Lu 2: 2: Lu Lu 00 InIf - a LLJ 2 Q Q U 3: 3: 0-6 0 in Z U LL LL p J 0 0 a a 0 0 0 y U cn n J Q Lu J Lu J p Lu a 2: a 0 Z J 0 U U Ln � (n IY IY Z U) Z Q LIT LL O 3:Z g Z g o 01 J J Ul ED m > Lu U) Lu Lu Lu o0 Z) Z) Lu oo rn ICT rn �Go r-I 00 DATE Y N Lu m 03.14.08 N > DRAWN BY MD 00 K. KOSTELEC DESIGNED BY LU Lu M ~ S. COLLINS Q oN U CHECKED BY ul z S. COLLINS SCALE AS NOTED JOB NO. 22816 SHEET NO. 7OF7