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HomeMy WebLinkAboutSDP199600105 Plan - Revision 1997-01-22< SOUIRREL :S.(?C.A. Woodbroo K RIDGE " Shelter Shop. Ctr. 00rob -4 r S d h woo MI �N44 rE F ASK emar l eeC aQ r-�L� VILLAGE uore tr. RAiNTRE %JqFFICES SnopcF oao' ► BERKMA ©C orlottesvilie*/44'y .� vy Fashi" n=Sguore �;lFfb. z 44- y Lx' ?�pQ +`� Chorlottesvii e ��aC, HFI o �Q ���tY,l O Shoppers World pv a £T N WESTFIELD SQUIB °• CLUB MINO , QUIRE HILL A r 1 ;S., HILL s% �c j VICINITY MAP PLANNING DEPARTMENT ENGINEERING DEPARTMENT ALBEMARLE COUNTY SERVICE AUTHORITY HEALTH DEPARTMENT INSPECTIONS DEPARTMENT ZONING DEPARTMENT APPROVALS / STOPSIGN ( 8" WAT nIM. ACTT IAI. IRRIGATION VANE fO V.I.F, C Y A.C,5.A, 508.3 + A P 4,. S.GU�- cS` i 4 11 -1505.74 co \ BM: NAIL IN WAL �Z CRA.BAPRtE 1 �Q" S.GU!�, \ \� LTV' .33 \ / EXIS I�1G oh' EXISTING• +507. -+6 Q �VDI 3A EXISTING TO REMADv 12 + �\ LOWER TOP AS REOUIR_D SAt M.H. II 13 3 „ A6A.PPI_E �' I� � � P500. TOP:505.00 TOP: 503.78 E> i5 INV. NG o \7 \ TN .7 _ v:497 8 10 I5 '`�'. EXISTING+504.01 CG`2 SHRUBS EXISTING +SC;6. <; 7 �T� R."e T _E TORP' GgAT�.A\y XIS, Ire 5i'AC� UNBS, Otz 05 V\ 0 T j` c A' . GUM TOP: 5GE . ? VMIIT�. TYPICAL f c TNV: 502. 1 f ExSTIr1G , A 6 �� -- NOT 0 ' - CG 2 TYP��- P. ft2o\ ,� iiY 502 3 S 21 , R. PPLE ,,.r' - X I ST I N _ _ _ ^,1, i' - - _ , ` 22 'o i . �, NO i s NEV5 �'4GIZ GONI G110N5 f0 +506.6n SHAI. �XISTII MANN01,5 L C3� COt? rye �. 3 : _ i " ` f `��a ��` ; ' \ 24 X GMEP VKH A rMJPI,� 1300f IN5fA 11�P -� 24 4"S GUM F \ - a\,, \ ` / / �c�, �: EXISTING tiffTIM'tRW&LONPACK 0r5127�WA;.K SHRUBS _` S. GUI } \ r Off ' \ \: , \ i +504. 26 ' 1' ` TOP 9 WU:503, DOffOM a VJALI, EXISTI^1G ( EXIST'• \ th�i� 3 r �, �.\ Sdr� LIKE Of �\� \ ��-- - fO FaLOW WALK �XI51zA 5CU5 f0 M miV6zi:2 Aw �i'LM1T �? At IWW G1ING 6. + 20' x6 CC �p f'_. GJ o }1 �� 28 �, . r f M . C CT� pAt� ' ' r /\+ \ - G��P r 0\ � SOB 10" n -. - r� �\ `��\ s' "l ",rt• :� \ EXISTING ., ,. \ +500.15Dd.2 d A=139.25 STGS� `V" I , %EXISTINu . Ri Li�CAT 32 496.2 , ' Lc =139. 14 ' NM_ 12 ,? , ' OU11." R&� Z" EW ` o , , NIX J"t cr ITIT& PUIL P% _ _ � _ �; � 33 � a� � � � EXIST. CON' : WALK 13,000 5F,15TOPY,' \ f FIN, Bi.. 50 ,00' s ,' \ NEW IS' OF 12" PCIF � 12,0% M511NG ri � � \ % , . PULPING HT, I8' ,' / 4' HI . IW; 5ALH,C, ` �,o`° �.F,� s � \ / -� _ CAU110N! ! UNt7��G 0IlN✓ LI11i,m�5 HY2pA�!T \ / 2_ P ►G \ 51GN, TYr, Or 4 f - I • f �s �.. _ J CG I \ % }' �% +498.36 NOT 0 \�A; �'fi i I: STREET _0X fOfS .0' -� - S.GUP, I V b ,b' i 36� , Sri NEW t \ \�,�� \,� � ;`ice �' S8"-`,` '' "• ; i i,, %' I o� \ C 0 I GENERAL NOS � \ ��,� GI'`A55 r �,� h . 2 " S. . GUM I CONFORM TO APPLICABLE PROVISIONS OF LOCAL, STATE AND FEDERAL /p�2 �,' ;� rlEw / ,/' STORI� 1 . ALL WORK SHALL �XI571NG Cl2I3 CUf NOT LIMITED TO: BOCA, VaSUBC, ADA, OSHA C,LN. M.H. .� ►l \ f0VCz,;wVC `� ,� Sb" 38 1 ,' / TOP: GRACE \ CODES INCLUDING, BUT-� ,. ; c �� ;-b. y� i OP: 499.�`3 c'9 LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE h` ,0�; G3 ,b ' \� 3g ENV: 495 9 2. L - " UTILITY" 1-800-552-7001 AND LOCATING ALL UNDERGROUND �"T r' �9b ��� + 3. OJ- - - � y�� � I � ' �'��' // / \ FOR NOTIFYING MESS ( ) - STRUCTURES PRIOR TO COMMENCING ANY WORK ON THE SITE �" �1 I` 55 ' 4��i ►. r ' . I h �+O 'r EXISTING,% �,' 4-A99. 3. SITE IS NOT WITHIN A RESERVOIR WATERSHED \ SIGN TOR IS RESPONSIBLE TO PERFORM ALL LAYOUT WORK. NOTIFY AR(CHITECT OF 5`I \b� 4. CONTRACTOR '� ANY DISCREPENCIES DISCOVERED PRIOR TO CONTINUING WORK RE THE EDGE OF PAVEMENT 5: SPOT SHOTS IN PARKING LOT AC4 ATV. \ M A- ."�l2" p' q•2 t ,' y 2'' S .GUM 6. PARKING LOT SETBACKS: , . OT10' TO AN ADJACENT RIGHT OF WAY FROM DATA SUPPLIED BY 505 7. SITE BOUNDRY AND TOPOGRAPHIC INFORMATION A\� JAI " TO `'- f �'/per NEh 1 �� BE LLOC.ATE q ABUSH GALE AND ASSOCIATES SURVEYORS, PLANNERS �(UCG'2 _ ROUD ERS AND ENGINEERS914 MONTICELLO\1,\ ROAD, CHARLOTTESVILLE, VA. ING SPA - 8. TYPICAL PARK \ ` 9. PARKING LOT LIGHTING SHALL BE AIMED S0 AS NOT TO SHINE ON ADJACENT STREETS AND PROPERTY \ 50 10. DUMPSTER ENCLOSURRE: 7 HIGH SOLID WOOD FENCE W/ DOORS, COLOR PER ARCHITECT ` \ i 50� h5 ,�_ 2" S. GUM_,;' 11. SOLID WASTE DISPOSAL: DUMPSTER LOCATION AS SHOWN. REMOVAL SHALL BE PROVIDED \ i500.✓ / �� BY A PRIVATE DISPOSAL SERVICE. GIZA55 � �` \ �}b � �/ , \� 17% Q 12. MATCH PAVEMENT FOR A SMOOTH TRANSITION 503 . 34 , SM-2A 13. PAVEMENT SPEC.: 6" VDOT 21-B CRUSHED STONE, 2" BM-3 ASPHALT COiNCRETE; 1.5 i ASPHALT CONCRETE. P I 14. SEE DRAWING C-2 ORIGINALLY PREPARED BY RICHARD L BOWEN AND ASSOC. & MODIFIED BY DAGGETT &. GRIGG ARCHITECTS FOR ADDITIONAL INFORMATION. J�s;r ice's 5O3 - S EXISTING STORM WATER SYSTEM HAS BEEN ALTERED AS -49 REQUIRED TO MEET NEW LAYOUT. ��p ;.ice.G '�° ��G !`' r \ �f"'9`` �' 5 dEWS. GUM Mr1fCH �X15TING,�' ISM -{ , 02 CCALB/ (V 1�I LIE �1.J3 �tq -- --- \ 501. 62 LOCATEn nl 3A GENERAL CONSTRUC TICTL NOS I. -I Hill Hp5 CIJ(0FF AAA LI6H11N6 ON 25' `� � i fOp503.0' H10d raE5, 5HAMP AMA5 APO%V L16Hi \ �� INV. 499.0' 500.97 rat 5 IKVZATE 150 F00fCANtU FAfTEtzN j 1. All paving and drainage materials and constuction methods shall conform @ 1,0 F00(CAX11.[; nt specifications and standards of V.D.O.T. unless otherwise noted. se to curie p 2 2. Erosion and siltation control measures shall be provided in accordance with Ian cl earing, \ and shall be installed prior to any cearng, the approved .erosion control p ' grading or other construction, DROP SAN . M�H `�,� 3. All slopes' and disturbed areas are to be fertilized, seeded, and mulched. TOP: 500. B4 I.I.:494.3 Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable ' lesser slope of 4:1 or better are to be achieved. I.0.:.a90.7 4. All drainage inlets shall have a 2-inch local depression. N01�: 500.59 5. Paved, rip -rap or stabilization mat lined ditch may be required when �LlVAVON5 PA51�n ON IZlO H115 ion of the Albemarle Count Director of Engineering, or his 5H0ppINGCBNT� MNCHMII& Q in the opn Y 9 / designee, it is deemed necessary in order to stabilize a draining channel. signs shall conform with the "Virginia Manual i3M, N.�IINWALK MH10.68: / DRAWING #� 1 of 2 6. All traffic control g TOP:500.54 for Traffic Control Devices", latest edition. [;LTV., 506,33 i DROP 1. i .: 49 1. 9` \\ \ 7. Unless otherwise noted, all concrete pipe shall be reinforced I.0.:489.9 / concrete pipe -Class III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926).CJ � (� r COMMENCEMENT OF ANY CONSTRUCTION W/IN ANY PUBLIC RIGHT %/� I✓' hI I �- i 9. PRIOR TO COMM INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION VDOT SHALL BE OBTAINED FROM / - � Scale: 1 "=20' THIS IS AN ENLARGEMENT OF PLAN .FOR CLARITY ' OCT. 14, 1996 SOIL EIZOSION AND SEDIMENT CONTROL SYMBOLS CD = CHECK DAM ' CE = CONSTRUCTION ENTRANCE CRS= CONSTRUCTION ROAD STABILIZATION DC = DUST CONTROL DD = DIVERSION DIKE DV = DIVERSION- IP = INLET PROTECTION MU = MULCH OP = OUTLET PROTECTION PS PERMANENT SEEDING SC = STREAM CROSSING SB = SEDIMENT BASIN SF = SILT FENCE ST = SEDIMENT TRAP TO = TOPSOIL TS = TEMPORARY SEEDING TP - TREE PROTECTION AMINO rim I"Ii✓FJYV� EXISTIN +507.79 IRRIGATION VAtiVE + 508.31LAa1P 1 � S. GU T / } 5AP LE 12 13 Ffi �o AT TORM GRATE` OE=: 506.33 NV: 502.. +JVI� �0n5 E5 J �� /\ • FIN, �L, 5rn,a 12\_'` 505.97 AV SAN, M. H. TCF 5C5.03 LAT.IN,'. 495.7 rb C]MJT V IED /`. \J.L.:2 1 � Ma-GSIDN AN I.0 .: 49151. C 1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submiit a supplementary erosion control plan to the owner for review and 'approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbing areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewotering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and often'each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. This plan is provided for the implementation of erosion and sediment control measures only. 11. The existing vegetation is grass. 12. 1he earthwork quontities essentially balance but will require re -shoeing of the surfacer This quantity is for County approval only and not for bidding purposes. Contractors shall be responsible for determining their own quantities. 13. the soils for this site are described 'as Elioak Clay Loam (28C3). However, this may not be true as they may have changed during the construction of the Shopping Center. ' .. Ae• �r-Hurt �a Y ES sin ill ROAD (tNF i Shop Ctr1� 631 �MYf-S ` r o (! e a � � The - Gardens \r'y� I¢- tf�SoShop Cwr/- q,9T,a:i S Sara QyoQrO��� Ctr iii' 11Ii 1 05. 74 J 3 }' ' \ +5� Fashion' p� llet }}L s 9 �.. Smarr 631 O ' o \tlr I r;9a11 F'Q0 0 BM: NAIL IN WAL,\ A B C cL ` .: b.33 �\ V 1 ;:, l DI 3A. EXTSTING Tv REMAIN 7 `\ LOWER TOP AS REQUIRED TOP: 505.00 SAN. +•H INV: 500. 7 TOP: 503.78 4"S.GUM INV:497.78 EXISTING SHRUBS EXISTING `/�� i P CG, 4 "S . GUM 20 21SF 22 1502.24 Ss� / \ ` \ 2�t \� r�0� �C2 25 4"S. Gult 1 1 , EXISTING WALK 2b �-� CO % \ LINE 0� \ EXIST fvG. " W \ CANCpY 0 \ 27 U1511NG 5CU51'0 Pl�'- rA110V�r A Af IOW Gtz IN6 MPF,% 3'S.GUM �OQ C3' 10 i \ \ EXISTING C� A=139.25' , ` T P ':00 46 �J k I . i UN I °. I1 ' , � S4j 50 LL0CAf496.2 , r lc Gt?A565 _ br 60 NM 13 O `\��o STREET SIG?y,;� Gp, �J5 i 5g LOPS O - .� c IN V 6,6'NEW i� g8 � / 2" S.GUM I 7 `J , , s ' 'VEIN STORM GRA7rE ti �` I,T�OP: 499,0 \ \ r'9 '/ ` INV: 49, 9 °JUNIPERS%'J ;''-1-499.45 40 , i EX15 T ING SIGN 12 p �2 b 54 2 " S .GUM 05 / _NEW K� A +503.34 COf1IRACTOR TO PROVIDE A TEMPO ARY \ hOr YARD HYDRANT OFF THE SERVICE CONNECTION \` h - .e r ' �� C/O �B,13 �.0 ERIC I TO BE USED FOR WASHING DOWN VEHICLES F�j\ Y503 ;! C A55 LEAVING THE SITE 5��.\\ �' k=, '� : \ �� �� � �7MLIT Kim 5CU5 t0 ti ` ` � WASH AREA jTa \` ,' l �' 2 ° s .GUM MAtCH EXISTING,'' �� /7FA CONSTRUCTION ENTRANCE TOWARDS:NEW , ROAD E 'SILT HOLE AND AWAY FROM T ;TLOCASP ni 3A .:0 1 21 Op503,0 / 500.97 DROP SAN. M.H.�• TOP: 500 . B4 ' 1. I .: 494. = ,� I.O.: 490.7 ., 1�1,EVMCN5 PA51 nP ON 00 HU5. SHCi'pING a= MN011Ai1AM, 9 / !� I3trt, NAIL IN WALK / �L�V,. 506,33 TOP: 500.54 `` \ DROP I.I.:491.9 / Scale. "1"=20' JAN. 20,199 i __ I - ___ rr-q,s--!­ I I I I . I - I -1- -­ ---.--. -­ ­ - � iiiiiiiiiiiiiiiiiiiiiililll!!I���,� ____ - - - __ . _ , - - - , . ,- 11 I ill1111111 � -7 ­1_ __ � I— __ - � __ -,- . 0"00 I . I I � - -411lomm" ! � 0:. ,,, P.1 I -1 ­_ ___ IT I , Mimww I I- ­ -_ ­ I - ­ - - ­ -- �­ - I --- - __ I I I . I I ��,,­ I I I - I ­ I 1, � I I I I -_ —, . w__ , I �— , I I - - __ - ­_____­­1___ I - 11 I ""M� . 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