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HomeMy WebLinkAboutSDP199800053 Plan - Approved Final Site Plan and Comps. 1998-04-23'j 19 9 4, SOUTHSIDE SHOPPING C ENI SrrE PLAN. ?T4rE ROUTE 74E EX/ST/NG P,4,VEM,', /T CAL !/AR y 81qPT75T CHURCH z SM -ZA A5PH,4LT CONCRETE -+-- - PR110E COAT 4 " 014 AGGRE6,4TE 5TOAIE SUBGRA,DE-� - ,VOTE: 5U86R,4DE ,8,45E 570,VE f_ TO BE TH0,4000HL Y COMPACTED. 4' V.D.O.1 SIDEWALK (N.T.S.) GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All meterials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, •1998. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-800-552-7001). 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipie, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and water lines, etc:. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend line shall be nodded to provide adequate restraint for the valve during a future extension of the line. I COUNTY OF ALBEMARLE DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit for said construction shall be obtained fram the Virginia Department of Transportation (hereafter abbreviated V.D.O.T.). 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 paving and drainage related materials and construction methods shall conform to current specifications and standards of V.D.O.T. 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. Maximium allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or his designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). SITE DATA; LEGAL REFERENCE TM 77-47 SOURCE OF TITLE DB 1492, P. 678 OWNER HILLCREST LAND TRUST CHARLES W, HURT, SHIRLEY FISHER TRUSTEES 195 RIVERBEND DRIVE CHARLOTTESVILLE, VA. 229ii CONTRACT PURCHASER/ DEVELOPER HILLCREST LLC P.O. 744 CHARLOTTESVILLE, VA 22902 ZONING: PO -SC WITH ZMA 95-21 ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT SCOTTSVILLE SOURCE OF TOPO & BOUNDARY SURVEY JK TIMMONS - TOPO ROUDABUSH, GALE AND ASSOC - BOUNDARY DATUM U.S.G.S. BENCHMARK P.K. NAIL IN BASE OF 12" BLACK OAK 75' LEFT OF STA 24+00 CONNECTOR ROAD. ELEV. 514.86 PROPOSED USE SHOPPING CENTER PARKING SCHEDULE 51,596 SF GROSS LEASABLE AREA @ 5.5 SPACES/ 1000 SF = 284 SPACES REQUIRES 303 SPACES PROVIDED LAND USE SCHEDULE (TM 79, PARCELS 22 AND 23A ONLY) EXISTING PROPOSED BUILDING 0 sf 0% 51,596 sf 18% OPEN 29.1, 300 sf 100% 99,537 sf 34% PAVED 0 sf 0%- 141,167 sf 48% TOTAL 29, 300 sf 100% 292,300 sf 100% NOTES * ALL LIGHTING TO BE DIRECTED SO AS NOT TO GLARE ON ADJACENT PROPERTIES AND LIGHT EIILLOVER IS NOT TO EXCEED ONE-HALF (1/2) FOOT CANDLE * LOCATION,INO DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN * DO NOT SCALE THESE DRAWINGS! USE DIMENSIONS SHOWN ONLY. BRING ANY CSCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. * THE LOCATION OF EXISTING UNDERGROUND UTILITIES'IS SHOWN IN AN APPROXIMATE, WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS AD FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. * THIS SITE DOES NOT LIE WITHIN A RESERVOIR WATERSHED * THIS SITE',DOES NOT LIE WITHIN A 100 YEAR FLOOD PLAIN SETBACKS FRONT = 50' SIDE = 50' REAR = 50'' PAVEMENT SPECIFICATIONS: (WITH CBR VALUE OF 10 OR GREATER) (STANDARD'PARKING AND TRAVEL AISLES) �4 2" SM 2-A B" OF #21A BASE STONE w/ PRIME COAT (HEAVY DUTY PAVING) 2" SM 2--A" _ 3" BM-2 8" OF #21A BASE STONE MAX HEIC-; 'f.,. G`r BUILDING: 31 ' 6" MAX. No. ' ! '1PLOYE'ES: 75 "LIGHTING SR- LOVER ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDE!ITIALLY SHALL NOT EXCEED ONE-HALF FOOT CANDLE." ALL SIGNS WILL REQUIRE SEPARATE PERMITS UNDER SECTION 4.15 OF THE ZONING ORDINANCE THIS SITE IS INCLUDED IN THE AGREEMENT WITH LAKESIDE APARTMENTS AND MONTICELLO HIGH SCHOOL TO USE THE DOWNSTREAM LAKE AS REGIONAL STORMWATER DETENTION. APPROVAL ,4, DEPT. OF PLANNING VIRGINIA DEPT. OF HIGHWAYS & COMMUNITY DEV i n1 0 J9 DEPT. OF ENGINEERING VIRGINIA,DEPT. OF HEALTH EPT. OF ZONING ALBEMARLE. COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL YE M LE COUPJTY BUILDING OFFICIAL TABLE OF CONTENTS SHEET 1/7 ------ COVER SHEET SHEET 2/7 ------- OVERVIEW SHEET 3/7------ SITE PLAN SHEET 4/7------ SITE PLAN SHEET 5/7------ SAN SEWER PROFILES SHEET 6/7------ STORM DRAIN PROFILES SHEET 7/7------ WATERLINE PROFILES SHEET L,-1 OF 3 ---=-LANDSCAPE PLAN' SHEET L-2 OF 3 ------ LANDSCAPE PLAN SHEET L-3 OF 3 ------ LANDSCAPE PLAN & SCHEDULE 0 O z W H CU Q H w Z F-i U o Q CD Cc H C 0 °r_ > cn U)�� w .,Q W H > U H E-- � W ~ UJ Z O X 0 0 J cc Q (D U U) Q w 0 >_ Ld cn � Cn U) W Cn W Z J (� W t- H 0 0 z a W J REVISIONS JAN . 9, 1998 PLANNING COMMENTS FEB. iB, 1998 CNTY.COMMENTS MAR.04, 1998 ACSA COMMENTS PLANNING COMMENTE. MAR. 18, 1998 V.D.O.T. DETAIL DATE DEC. 10, 1997 M Li LLJ U 0 H J z W J t—I W H ni Ul n- W 0 z 0 0 U Cn W W w J > cc cc H = W 0 w Q U m F—I a 0 U) SHEET C-1 of 7 I FILE NUMBER 7335 VILLAGE HOMES AT MILL CREEK I LOT 36 LOT 27 o LOT 29 J LOT 2 LOT 35 LOT 25 LOT 30 LOT 3? 1 LOT 32 LOT 33 LOT 3 Wa APPROX. LOCATI\ 4 W Q VARIABLE WIDTH OPEN SPACE p WA TER LINE ESMT. - D. B. 959 PG. 334 D B. W 59RPG E S T. / J EXISTING EXISTING SERVICE A UTHORI T Y A -PARCEL NO.: 91-1 A B. 1089 PG.� 7Q "�Zoned R1 s. 0 tt RT. 631 MILL CREEK Q c') �02 Q VICINITY MAP SCALE: i"=2000' ram, 35' )L I' �.f� TO ,,EXISTING jL 7NE (FIELD r' HILLCREST LAND TRUST TAX PARCEL O:_ PART OF , PARCEL A D.B. 1128 PG. 103 FUTURE DEVELC 570 ~ EUILDI`NG S=ACK -^'-` 0' PARKING SETBACK ------------------..- SOUTH....._ .-SSE-_-1:0 SHOPPING CENTER SITE CL . M01 VILLAGE HOMES IV AT MILL CREEK 1 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 15 SPRINT/CENTEL ESMT . 15 ' VEPCO ESMT . / D. 8..,, 1392 PG. 481 [D. B. 1371 PG. 35� l •. N ST EXTC; (RT 742) r` SIGNAL AIQ'�i•Olf� n w r 560 50' ILDING SETBACK r' t' .7t. Tr ., ' OUTPA DEL `( � ��� 0.7 a' .r-lei f `.;. �l CD we a-.- � • .� S M p c 4 LO ' P c S RET NG WALL .. T.WA -L (R - 570 Q 16, � c � T—TREFAIL 7 PA1 f' FF 3, 59 .50 P- F W. 562.50 UTURE ONSTRUCTIbN OF WALL- SHALL BE DESIGNED TO ALLOW --.FOR OW- FOR FUTU E EXPANS ION.-.-"M'ASONIRY .WALL SHALL NOf BE, LOAD BEAR.NG" c� LU 00 W J 6: �ML.U_ W 'wa Q U C\) C z m� CC LOT 25 mow_ n� r ■ i, MH AT '� -LA COUNTY �•.-A"LBEMARLE KESIDE (BY OTHERS) ^'~�W'� .�� TAX PARCEL N0. 2 ,�,.•� " 1492 .PG . 676 _._ ....-_._ _._.r.._._....M Z0 8'R-15 __....__.._ ----------- ~_....._ 12 ° LETTERS -%-' .= .r EDGE •,CONCRETE - NO PARKING NO PARKING NO PARKING o NO PARKING FIRE LANE PARCEL PICKUP e-+ FIRE LANE PARCEL PICKUP 4" SOLID LINE 5' LONG _ _ `�——TYP . m Q ----------------------------------------------_--------------------------------------------- - 4" DASHED LINEo c �o USE THIS DETAIL— IN ITS ENTIRETY IN FRONT OF FOOD LION TYPICAL_ PARCEL PICK—UP DETAIL 1" = 20' 01 TH SIgt OF ,,.SHOPPING CENTER VALLEY OF VIRGINIA COOPERATIVE MILK PRODUCERS ASSOCIATION TAX PARCEL NO.: 77-11-D2 m D. B. 1066 PG. 406 -10 D M D -,XIST. RIK 4' See CALVARY BAPTIST CHURCH OF CHA RL 0 T TES VIL L E TAX PARCEL NO.: 77-43 D.B. 509 PG. 349 Zoned R1 SHADING INDICATES 25 % SLOPES (TYP) EXISTING RIX hee PARKING SCHEDULE @ 5.5 SPACES/1000 SF S.F. G.L.A. SPACES REQUIRED SPACES PROVIDED FOOD LION (INITIAL DEVELOPMENT) 38, 000 33,000 209 228 RETAIL SPACE 13,596 TBD 75 75 TOTAL: 51, 596 284 F3027 FOOD LION P-2133 CHARLOTTESVILLE, VA fU O U rn cu z CU F-I a H z rr O 0 > cn 0 J Q -! F-1 cz U H t- U) W t- z 0 �- 0 W M: c Q O) U U) 0 0 CI� >- W cr o a M U) cr Z Q w Q cc Q o O °" 0 0 M z (D z Q z w a REVISIONS Jan. 9, 1998, per Planning Comments Feb. 4, 1998, per County Comments Feb.19, 1998 add Firelane & walk Mar.04, 1998 ACSA Comments ar . 19, 1998 ACSA, Planning Comments DATE DEC. 10, 1997 SCALE 501 CONTOUR INTERVAL 2 FEET Cr LIJ - z LLJ U H U _J CD z � 3: -J Z � W H F- o - � C) n LLJ O zcc Cr = U Cn o W -J J > -! LU a 0 F-I 0 � S H m c Q F- O cn SHEET C-2 of 7 FILE NUMBER 7835 •... a , � i 1�. • � ,. 41 t t 0 (D I S (D I S 7 S W J O a x S W C L S rj11 kt # k J W 'Q t ' i ;t WI , 4„•. „s •MS•µ-°�, ,t ow e I ; `'I a +5 p�ppOs G EAS ►-� to © I z pZN .....y...h k I li ir - yry ; t ., F-- F-- l I t U) # I - cc[] z OZ Cn x t r r z If PTO OWz `' - to 1. ! 00cf) 5 , w„ Cu L.L 5 d H - - - - • 'St it a:Oa -- I"{ t 1 . —T- ces U Q y 0 LO coo+ IJ-I 0 o Q - I-- m � W W U- U ~ ,. .•_-_�wo.w w w _.._ ( + S ; //v^F-i J F- Zj , Q ` a- U). WQji ' cn O I I`z O ' z I cr�CC , YWcc 0 W ' O ❑' , •OU>Q t ' U- 0- `• J ! mWa U) `s W J f-- `iYLLJ W> W 3 k W m W J Q J LLs}- CD c Z W 3 O 0'4C < 0W O cr. �+,,Q� zazm Lo _I o OO ❑ ~ CU co v �, II,I F- z o UOOJ F-CCDZm NZ Z0 z cnaL- U1 0 OWXO Uowz W LL LL zl7 h' LI._ t, rn cn In m O ;U co O to W C7 LL ©t ` O ` W LL sm LO m rr •�« ■ I r 1■ r Ir .,1;0; `4 11 t 't li I. t t. ,! i U t O a c0 I a) a to In l U) i LD x' - O a a) U a U) L t lr �S I jl I t t ' 1 i f 0 Iq Ln (i ,4ti 1 I II I I � I I I ,4 f 1 1 MATCH LINE N o U rn cu z N H Q H z ^ h-I O U 0 cc 0 O C l ¢ W JU -I Q J w L-I > CZ U F�-I 1- U) W L- z O I— O < rn U u7 0 O U) LL! cc o a M O U7 U) CC o Q z z cr W Q J I 0 LL 0 LIJ z n- LL o H O cc CL z W Q J REVISIONS Jan. 9, 1998, per Planning Comments Feb. 4, 1998, per County Comments Feb. 19, 1998 per add Firelane & walk Mar . 04, 1998 ACSA Comments Irr. Line Conduit Mar. 19, 1998 ACSA, Planning Comments DATE DEC. 10, 1997 SCALE 1" = 20' CONTOUR INTERVAL 2 FEET rr W I-- W U H U Z z z ( _I t-•I n _..I �- c~n F- ill 0 z f-r= OU W U (n W J W Q H H 0 x cn = F� m D 0 Lf) SHEET C-3 of 7 FILE NUMBER 7835 LIINE t-1 Q > J oz a `) 1 , 1d ces ces ,r .. ... ....... m li 1. f L1.{LLj f l S co co 1j1 0 J I it in CDcc L o W w > LL LL mCC) r'.................�- ......_.._.N ..._.w w.w,,, EDGE OF PAVEMENT w U �v M co II "V7r I z cw' w1- ILLL Q1, w� a o 0 6" GV & Plug w for future service a) Nt Q 11 U s i k in U) t O ` 1 t 1 k t 5 { tt i 'tTAI spaces co 1 cc PROP _._.... ____... _._... _.. ©" WL : E= ECM E N w S �_.......,...m, jLL w�. s� i 3'R Mt 114 I i l it t 1 , W U ro l t 4 t , 1. —=,--- 4i ; 1 O Ln O - It i. d, l i • '�;I be1P ( I Z V' Ln I Lu i' <L � ►-► LO i I II �`� i JOZZO U7 UZ iE I \ O .""0 I. Il S % ` �O E I QLn zz N H 1-1 > cu U �, 1cn - i 1-+ I X O, X O �t x I w I- N,m cv 16 CU O U N z N H Q H z H (D U 0 QO U `� ' L11 co OJ 1 Q J H w > U Un I-1 w F- H O 0 W Lr Q Un U CD �Un O 0 U 1 uj � O a rn U) Lr • O a wQ cc a 0 o Z hh ( V z a x z a w REVISIONS Jan. 9, 1998, per Planning Comments Feb. 4. 1998, per County Comments Mar . 04, 1998 ACSA Comments Irr.Line Conduit Mar . 19, 1998 ACSA, Planning Comments DATE DEC. 10, 1997 SCALE 1" = 20' CONTOUR INTERVAL 2 FEET CC LLl Q H z L J ►—I U ¢ U H z J CD > ,Q _1 hZ--- i C1) n Z Ir _ 0 O W U (f) U E-- --�LUH _l LLJ F--I o . J Cc U) _ H//�� X cn Uj ~ a SHEET C-4 of 7 FILE NUMBER 7835 i 0 Proposed Drop Manhole X2 � to be constructed at end of existing 8" D.I.P. FIELD VE IFY INV RT ELEV. X � � t t0 �-+ lt7 + II III O FQ- r+ O Lt7 x In ao EX ST.B" DIP � � 30 " SD �••'• � o o iri o � � 5 e p • --•-• . a• O II H g5f t o � 2p96 v co H 123 N Cu lCl ,-.. N � m lC) m L[7 In cn vw � � u u � � O H o II II n } C1.1 . H H N O U � `� z Cu H Q H Z ^ H U � � > O o C1� ¢ w � o J Q w > H W I- I- Z I- O O W � c Q 0 � � � o a Q W z a O � a , O z a � � z W J � 590 590 580 cc 580 570 570 Cz 560 560 Ir 550 550Lo 540 CU 540oft 60% 11 Cc 530 530 ig REVISIONS Jan. 9, 1998, per 520 5 20 Planning Comments Feb. 4. 1998, per County Comments Mar . 04, 1998 ACSA Comments Irr.Line Conduit FA 510 510 QZ 500 DATE 500 DEC. 10, 1997 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SCALE 1 590 590 1 „ = 50' CONTOUR INTERVAL 580 580 LL 570 570Cl 560 0CL 560 550 550 cc 540 540LO 530 530 520rl-520La 19.78% 510 510 SHEET 500 500 C-5 of 7 FILE NUMBER 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 7835 till .03 �, w -N c w N = j J tl Z � i- H / to O ao 07+H 3 � QI,� Q O /'� LLQ O I- 's H � Z H LCI V _.--_p Q u� .a W > W lt7 + ..-.' a. o n. � a u 11 „�• �" Iwl / 345.7 ft of 8" Dia. PVC o � r, otD 8„ Dia. VC o z" >- oc,, VC-D 36.04ftocv @ .93% � � � I II II 101 / H iOU~J / 2 NO � H O NO � � � CL In + � � � m O II v In > H it II 0- 0 O H � O O NN � H H � u 81.8!9ft o $" Dia. DIP s H H HH H H NOTE: 95% Compaction equired 24.66ft of 8" Dia PVC @ 9. 13% J 'V p.. � J w H Z W Q � U z (� a' —I CD � H � � � L1J W C7 z � :'S O W � J W H J Q = H W = a Q � H ��Q VJ 610 610 590 590 600 600 580 LL 580 co 590 590 570 570 in 580 580 560 560cn 570 570 550 550 In 560 560 540 540In 17) 550 550 530 530 540 540 520 520 0+00 -1+00 2+00 3+00 3 00 00 5+00 6+00 NOTE: ADS 'N-12' OR RANCOR 'SURELOK' PIPE MAY BE SUBSTITUTED FOR CONCRETE STORM DRAIN PIPE 590 590 580 580 570 LO LL 570 560 560 550 550 LD 540 540 530 530 520 520 0+00 1+00 2+00 3+00 4+00 5+00 '6+00 7+00 8+00 9+00 10+00 constructed � Q N O V p 4 Ltd II t` I m II `�' 0-1 H o �o H O O O / w a / 8" WL 1 min se o � of 15' D • a • RCP � 0 ►� � 141.84E 2.12% u u� C0 0 N II H •o WH H 30.00ft f 15" Dia. RCP F-i 1.67% cn o + mo I r`o� m � °° o I (n 1!) H � o II � a � H Manhole o be <c c.� m l I— o a � �m w • �' z z O I U I�.1 to o . J U H • J U � o ¢ a c� u I- 262.6 ft of 15" Dia. RCP o 18 „ p i RCP / @ 0.99% con � 5ft of In � � m 2q" Di RCP 140.06ft f 24" Dia. RCP m � 233.55ft of @ 0.61% � � @ 0.64% � � � it II � f II II. O H o � � � V � LC1 LC) H �' O H H �' II �' a '— '-- ._.,• 8 " San. Sewer --� o 102.00ft of 15" Di RCP II @ 0.98% O H � H H H A N O U M `d z N H H z H U' Q U o H > O o C1� °C Iw OJ J Q J W H > Cz 1--i W z O t- O LLB Ir _ m U rr< V 07 Q 0 DO w D � o m � cn U oc Q =t w z a 0 � a , o O W z J °" LL o Cl: CD za cc w REVISIONS Jan. 9, 1998, per Planning Comments Feb . A. 1998, per County Comments Mar . 04, 1998 ACSA Comments Irr.Line Conduit DATE DEC. 10, 1997 SCALE 1" = 50' CONTOUR INTERVAL E L l: Ll.i LtJ I— z H W H LL UI H p CD cc rr z � CL h--I Cn CL z z L.I.J O Cc= U U o Q W rr J Q I-1 � = F--I J a (c 0 I— r0n lJ J En SHEET C-6 of 7 FILE NUMBER 7835 N 0 U rn Z `" N H Q 610 610 H H . o cr U O hl 0 0 > ch co 0 J J Q J H w > U (n t—i w co F— F— Z I— O O W —1 °, _ Q M U 0 0 > OC o a ai O 07 cn CC 0 Q w a z O Cc Q , w J 0 .11 CL LIJ °� O z 0 Q cr) z CIL z <r w —i REVISIONS Jan. 9, 1998. per CD Planning Comments Feb. 4, 1998, per County Comments Mar . 04, 1998 ACSA Comments Irr.Line Conduit Mar . 19. 1998 ACSA Comments DATE DEC. 10, 1997 00 9+00 10I00 -- SCALE 610 610 1" = 50' CONTOUR INTERVALFA LL SHEET C-7 of 7 00 2 00 3+00 FILE NUMBER 7835 600 600 MAINTAIN 3' F COVE OVER PIPE � 590 ,-- � 590 560 560 " CL 52 D.I.P. WATE LINE J O > � a� 570 N ~ � 570 w m Q 0 0 7"SD sern� p' 8" �� `° � 2 • I• p 560 - 560 � o �, rn � .�, 12" min. sep. >` .° -a °D ° ; � cu o a� Appro 136' Existing 8" � � x �i0- 15" SD � w CL 50 D.I.P. Water line m m ce ova t9 L .� m L 550 550 � in x (.0 � w a� cn o � a O CO � ~ N N Q p � ao x i c0 I � 540 540 ao x to 530 530 520 0+00 i+00 2+00 3+00 4+00 5+00 6+00 7+00 8+ �►� 520 600 600 590 590 580 gg0 MAINTAIN OF COVER OVER PIP 570 570 a 560 WATER LINE 560 12 ' min. sep 550 � S50 LID H 540 CC) �' S40 > m _ � a co > � 0o x�¢ _ = co ��tL 530 530 NOTE 95% Compaction required 520 0+00 i+ + 520 � Cl7 � W J w H H U U z � _I Z ? � H (1� CL W O ►_ � W °C � � z J J W J H H � W J � Q O .S MATCH LINE SEE SHEET L-2 1 � PS + s� -----__ r' 7 SHRUB MASS k PC � 3 CN k \ I N N d- � 3 2 1/2" CALIPER m CC k 2 ZS � V) z x O > 0 00 J EVERGRE� mm 2 HEDGE JV 10, k O � k S� 6' A k 3 IN OUTPARCEL 0L9 SHRUB MASS W 0. -73 Ac,cp w 2 2 tL PS ZS k co ED G k Ck k 5 CC 2 4 4 SL IN CC AR PP + 3 2 1 4 AR CC PP IN + •+ x 6 + (18) SMALL SHRUB I + + + „ N k + + 1 U tc ------- + 2 LARGE SHR S C C `O FF FK Q + + + LL._ W L.ow eve N S (2) GRASSE ORNAMENTAL 0 A55_ 5 I-- 0 SIGN AN ALS OR (4) FLOWERING w m _ SHRUBS 0 J ( SMALL SHRUB n Q cg GRASSES o c� X. I SIGN n --- EVERGREEN HEDGE EVERGREE HEDGE oar 4" HEIGHT 24" HEIGHT s� L P DA LAND PLANNING & DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS AND PLANNERS CHARLOTTENLLE, VA. U N z 0 _ N N U Z 0 0� 0 s <c L.0 o S 8 w V) F W © o < a rn U () V) M >- & Q a LJ.I J 0 �' a ry w a z < W REVISIONS R.1 3-19-98 REMOVE (1) LI R,2 4-06-98 ADD (1) JV HANGE CALIPERS TO 2-1/ DATE MARCH 19, 1998 SCALE 1 " = 20' CONTOUR INTERVAL 2 FEET w � < Z w z "� �� � W CL w o o <C � U J_ W ¢ _ Q (�z w Q ::D O SHEET L-1 of 3 FILE NUMBER 7835 U N Z 0 0) —' N N U Z 0 0 �, (n 0 s Q w O J J s O? w O() F LLJ O o Q Q (� rn U V m } a. a �d L� V) w a 0 a ry w a 0 z a W J REVISIONS R.1 3-19-98 REMOVE (1) LI R.2 4-06-98 ADD (1) JV CHANGE CALIPERS TO 21/2 DATE MARCH 19,1998 SCALE 1 " = 2 0' CONTOUR INTERVAL 2 FEET W z < Z J U � J 0 5 tl �z W c- w0 o Q � U -� LLJ _� a 0 z = w m 0 SHEET L--2of3 FILE NUMBER 7835 PLANT SCHEDULE: SOUTH SIDE SHOPPING CENTER PLANT DETAIL QTY SYMBOL BOTANICAL NAME COMMON NAME HGT SPREAD CALIPER COND REMARKS LARGE TREES 1 7 AR ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 2 1/2" B&B 2002 SQ. FT. 1 3 LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2 1/2" B&B 1g14 SQ. FT. 1 11 PS PINUS STROBUS WHITE PINE 8'-10, B&B 130g SQ. FT. 1 16 QP QUERCUS PHELLOS WILLOW OAK 3 1/2" B&B 5700 SQ. FT. SMALL TREES 2 21 CC CERCIS CANADENSIS REDBUD 1-1 1/2" B&B 10,2% SQ. FT. 2 5 CC CERCIS CANADENSIS REDBUD 2 1/2" B&B 2 13 IN ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY B&B 572 SQ. FT. 2 7 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 10, B&B 464 SQ. FT. 2 22 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8' B&B 2 5 LI LAGERSTROEMIA INDICA 'CATAWBA' CRAPEMYRTLE 10, 15 GAL. 765 SQ. FT. 2 4 LI LAGERSTROEMIA INDICA 'CATAWBA' CRAPEMYRTLE 6'-8' 7 GAL. 2 10 PS PRUNUS S. 'KWANZAN' KWANZAN CHERRY 2 1/2" B&B 2400 SQ. FT. 2 5 pp PARROTIA PERSICA PERSIAN PARROTIA 2 1/2" B&B 1500 SQ. FT. 2 7 PC PRUNUS CERASIFERA 'THUNDERCLOUD' PURPLE LEAF PLUM 2 1/2" B&B 1680 SQ. FT. 2 6 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 2 1/2" B&B 2g40 SQ. FT. SHRUBS 3 6 SL SYRINGA x LAVENDER LADY LILAC 6'-8' 7 GAL. 288 SQ. FT. 3 22 IC ILEX CRENATA 'NIGRA' NIGRA HOLLY 7 GAL. 3 11 R RHODODENDRON RHODODENDRON 3 GAL. -> ( QUANTITIES ARE LISTED FOR CONVENIENCE, ONLY - THE PLANS TAKE PRECENDENCE ENTRANCE SCALE: 1" ; 10' PARKING AREA CANOPY CALCS. PLANT DETAIL QTY SYMBOL BOTANICAL NAME COMMON NAME HGT SPREAD CALIPER COND SQ. FT. TREES 2 5 CC CERCIS CANADENSIS REDBUD 2 1/2" B&B 1g80 SQ. FT. 2 1 LI LAGERSTROEMIA INDICA 'CATAWBA' CRAPEMYRTLE 10, 7 GAL. 85 SQ. FT. 2 10 PS PRUNUS S. 'KWANZAN' KWANZAN CHERRY 2 1/2" B&B 2400 SQ. FT. 2 1 pp PARROTIA PERSICA PERSIAN PARROTIA 2 1/21, B&B 300 SQ. FT. 2 7 PC PRUNUS CERASIFERA 'THUNDER CLOUD' PURPLE LEAFED PLUM 2 1/2" B&B 1680 SQ. FT. 2 6 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 2 1/21, B&B 2g40 SQ. FT. TOTAL g385 SQ. FT. 30 TREES FOR 300 SPACES NOTE: THIS IS NOT ASCHEDULE -ONLY FOR CANOPY CALCS. TOTAL PARKING & VEHICULAR AREA a 127,400 SQ. FT. TOTAL TREE CANOPY = g385 SQ. FT. TOTAL TREE CANOPY = 7.3% L P DA LAND PLANNING & DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS AND PLANNERS CHAKOTTESALLE, VA. U N Z 0 0) N N U Z 0 Cl � Q � V) 0 5 < 0 J C W U F Lv 0 0 Q a O) U M 0 & a ZJ 0 Vui V Z w a- z o W J REVISIONS R.1 3-19-98 REMOVE (1) LI R.2 4-06-98 ADD (1) JV CHANGE CALIPERS TO 21/2 DATE MARCH 19, 1998 SCALE 1" = 20' CONTOUR INTERVAL 2 FEET J D 0 � W Lli w Z � (� U JU . I Z V)n : z w0 0 J J (!) CL J -J W d W (n w 2 m <C < C.,) O c/) V) 0 Z Q SHEET L-3of3 FILE NUMBER 7835