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HomeMy WebLinkAboutSDP200900059 Legacy Document 2014-01-21III J F E 'S\ 0 Commo�oa111'� � � Alb h � <3 �r ti7 �. - ?a. g,. �' a� SITE II - GrCeFIb/iQr I 4t ' ' A: VICINITY MAP Map provided by google maps 1 " =600' r J JI r SEMINOLE M41L saw AMWn 'r COLLINS MEDICAL CENTER n46 1 EXIST. � I. EXIST. WATER LINE EXIST. OVERHEAD CABLE 1, l 1 EXIST. � I. EXIST. WATER LINE EXIST. OVERHEAD CABLE 1, I EXIST. STORM SEWER �- --AN— EXIST. SANITARY SEWER 1� ARB E 1` f Albemarle County Service Authority U Virginia Department of Transportation g p sportation i Health Department Cc 1 I _Cc Q U U W (I Z i C) I cn O W f o U i U O W � J 1 EXIST. � I. EXIST. WATER LINE EXIST. OVERHEAD CABLE 1, I EXIST. STORM SEWER �- --AN— EXIST. SANITARY SEWER 1� ARB E 1` f Albemarle County Service Authority U Virginia Department of Transportation g p sportation i Health Department Cc 1 I LINE OF SIGHT MAP 1 "=50' m� W U �a aCL CL (n LO N coo N ALBEMARLE COUNTY, VIRGINIA SHEET INDEX C1 COVER C2 EXISTING LANDSCAPE FEATURES C3 CONSERVATION PLAN C4 LAYOUT &UTILITY PLAN C5 INITIAL EROSION CONTROL PLAN C6 GRADING &EROSION CONTROL PLAN C7 EROSION CONTROL NOTES C8 EROSION CONTROL DETAILS C9 WATER QUALITY DETAILS CIO GENERAL DETAILS C11 PROFILES C12 LANDSCAPE PLAN C13 LIGHTING PLAN RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE.. CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. ALBEMARLE COUNTY GENERAL 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)..- THIIS 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 1%4AY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO M131LIZE A bRAINAGE CHANNEL. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. 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), LEGEND a ;�•:. CONCRETE INLET PROTECTION EX. POWER POLE ASPHALT PAVING EXIST. SAN. SEW. MANHOLE I_ I_] EX. TELEPHONE BENCHMARK y EX. LIGHT POLE -- PROPERTY LINE EXIST. OVERHEAD POWER I. EXIST. WATER LINE EXIST. OVERHEAD CABLE - EXIST. CENTERLINE OF ROAD EXIST. STORM SEWER �- --AN— EXIST. SANITARY SEWER EXIST. EDGE OF THE PAVEMENT PROP. STORM SEWER LINE 348 PROP. CONTOURS • — - EXIST. 1' CONTOURS EXIST. 5' CONTOURS A. EXIST. SPOT ELEVATION 351.95 351.45 PROP. TOP & BOTTOM OF CURB — PROP. TELEPHONE LINE PROP. GAS LINE PROP. UNDERGROUND POWER APPROVALS Department SIGNATURE Date Department of Community Development Planner /Zoning W Engineer I^ Inspections ARB Department of Fire Rescue W Albemarle County Service Authority U Virginia Department of Transportation g p sportation i Health Department Cc PROJECT DESCRIPTION THE OWNER IS PROPOSING THE CONSTRUCTION OF A DENTAL OFFICE AND ASSOCIATED PARKING LOT. THE CLINIC WILL CONTAIN APPROXIMATELY 7 EMPLOYEES AND 3 -4 PATIENTS AT A TIME. THE BUILDING WILL BE ONE STORY WITH A PARTIAL BASEMENT FOR MECHANICAL EQUIPMENT. THE ENTRANCE TO THE SITE REMAINS CONSISTENT WITH THE ORIGINAL DESIGN COORDINATED WITH VDOT. THE EXISTING TREES TOWARD THE NORTH WEST SIDE OF THE SITE WILL BE RETAINED AND THE EXISTING SCRUB VEGETATION TO THE WEST WILL BE REMOVED FOR THE BUILDING PLACEMENT. DUE TO THE SMALL SIZE OF THE SITE, THE LANDSCAPE PALATE WAS KEPT SIMPLE, HEDGES ARE USED TO SHIELD VEHICLES IN THE PARKING LOT FROM STREET VIEWS. STORMWATER RUNOFF WILL BE TREATED FOR QUALITY THROUGH PRE — ENGINEERED FILTL•RRAe UNITS STORMWATER QUANTITY REQUIREMENTS WILL BE MET USING AN UNDERGROUND DETENTION FACILITY. THE SITE CONFC ~'AS TO THE ADJACENT PROPERTIES THROUGH THE USE OF BRICK IN THE STRUCTURES AND BY PRESERVING THE LARGE TREES, THE PROPERTY WILL HAVE SENSE OF MATURITY WHEN THE BUILDING IS COMPLETE, WALKS ARE PROVIDED THROUGH OUT TH PARKING AREA AND CONNECT TO THE PUBLIC WALK FOR CONTINUITY. GENERAL NOTES SITE ADDRESS: WESTFIELD RD CHARLOTTESVILLE, VA SITE PLAN NUMBER: SDP2009 -00031 1. OWNER /DEVELOPER: JMC ENTERPRISE LLC AGENT: BALZER & ASSOCIATES. INC. 1571 DUKE RD 1561 COMMERCE ROAD WAYNESBORO, VA 22980 SUITE 401 PHONE: 540 - 949 -5333 VERONA, VA 24482 FAX: 540-649-0955 PHONE: 540 -248 -3220 CONTACT: ROBERT JONAS COLLINS FAX: 540 -248 -3221 CONTACT: RAY BURKLHOLDER 2. PARCEL INFORMATION PROPOSED USE: MEDICAL OFFICE ZONING: C -1 COMMERCIAL TMP: 61W- 2 -8 -1A PARCEL E -1 INSTR# DB 3640, PG 659 VARIANCE —THE CRITICAL SLOPES WAIVER, APPROVED WITH SP200500033 BY THE PLANNING COMMISSION ON MARCH 14, 2006. ADJACENT LAND USE(S): COMMERCIAL SITE AREA 0.55 ACRES DISTURBED AREA: 0,47 ACRES IMPERVIOUS COVER = 0.31/0.55 =56% (13,585 SQFT.) 3. BUILDING SOFT = 4,023 SQFT. NO. OF STORIES = 1 STORY W/ PARTIAL BASEMENT /CRAWL SPACE BUILDING HEIGHT = 20 FT SIGN HEIGHT = 4' 4. STORM WATER — MEADOW CREEK WATERSHED WATER QUALITY: FILTERRA O SYSTEMS (2 UNITS) WATER QUANTITY: PEAK RATE AND VELOCITY OF RUNOFF SHALL BE CONTROLLED TO PRE — DEVELOPMENT LEVELS 5. WATER: PUBLIC SEWER: PUBLIC ESTIMATED DAILY WATER & SEWER DEMAND = 2,000 gpd 6. PARKING REQUIRED: 1 SPACE /175 SQFT OF NET FLOOR AREA (4,023 SQFT X 0.8/175) =18 SPACES PARKING PROVIDED: 20 SPACES -F I LOADING SPACE MAXIMUM NUMBER OF EMPLOYEES = 8 7. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN. OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 8. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 9. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL N0: 51003CO2778D EFFECTIVE DATE: FEB. 4, 2005. 10. GREEN SPACE REQUIRED — 5% OF 8,340 SF PARKING LOT — 417 SF GREEN SPACE PROVIDED — 458 SF 11. TOTAL PAVED PARKING & VEHICULAR CIRCULATION AREA — 8,340 SF TREE CANOPY REQUIRED = 107. OF 0.55 AC. (23,9605 SF) = 2.396 SF TREE CANOPY PROVIDED = 5,192 SF 12. TRAFFIC: LAND USE CODE 720 (MEDICAL— DENTAL OFFICE BUILDING) VPD = 145 13. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 14. TOPOGRAPHIC DATA PROVIDED BY BALZER & ASSOCIATES, INC. (MARCH 18, 2009). �l I 1 0 1 WLIVIIN REFLECTING TOMORROW www,balzer.cc N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LEiND DEVELOPMENT ENGINEER NG SITE NITLOPMENT ENGINEERNG LAND USE PLINK NG d ZONING M LANDSCAPEARCRTECTURE LkND SURVEYM ARCHITECTURE STRUCTURAL ENGINEERING TWNSPORTAIJON ENGINEERING ENARONLENTAL & SOIL SCIENCE V.'ETWX) DELINEATIONS B STREAM.. EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540 - 248 -3221 K 6 'T OF � f °E Ra ur holder r Cert. No. 900 & qd G/ 313 -4_PE A-Vto H W I^ Z W z U Cc J _Cc Q U U W (I Z F C) > cn O W O o U U O W � J W Q z m E Q 0 U D DRAWN BY —RD DESIGNED BY RB CHECKED BY WM DATE 07- 27--09 C SCALE AS SHOWN REVISIONS: 09 -15 -09 10 -09 -09 ARB 11 -02 -09 LIGHTING 04 -08 -13 B 07 -09 -13 10 -29 -13 11 -18 -13 12 -13 -13 SHEET NO. A C1 JOB NO. S0900017 t' ri I " REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTS /d- LAND DEVELOPhIENT ENGINEERING SITE DEVELOP'AENT ENGINEERING LA \D USE PLANNING & Z0114IA13 UJ@SCAPE ARCHITECTURE LAND SURVEi'ING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENMRONYENTAL B S01_ SCIENCE V ETLAND DELINUO IONS & STREIu" EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540 -248 -3221 ,4►tiI H 0p y Burkholder' Cert, No. 900 k 2 -13 -1 ��� W W Z � W Q U W LL UQ D cUn W D Z Q � J Z CD J z O X U W Q Z U cc Z /1/� VJ ❑ 0 /0 J L.L f'•tr LC�L C LLI DESIGNED BY FHB CHECKED BY WM DATE 07 -27 -09 SCALE 111 = 101 REVISIONS: 09 -15 -09 12 -13 -13 SHEET NO. C2 JOB NO. S0900017 I y I , ` .1 0 r 4, 3� 1, �'f PC 4�1 N y ti I % T 1 I ' i I �. ._ - -' � l�;'." / V / USE' I Y 4 V r.', i N ` j ` i f�J �� +y +, :� •�, .r ;s -� I I , I . I 1 � � I I I I ' � I \ I I _I _ � * _.., �,.�I , I I IA M UPL1 #I Y5 + I~_ CA / ', '�, 4 `�•, �` ��� I � �. `" �_ , '� -- { i {j ��..,ry 1 r � I (.'cW1r 'I,'[-7T- I , I i` - , I � �,_ � � I „}: �� }+ yfl2 {+.4;'� f i 111') a r� _ t - ,• x \ fA ` �� — k� � fit— L , I'I i • � � r - _r- if `� i. ri'r.�1 }ir' I � it L + ti a - 4 !{ d,{ fI , 14 CA TAI /rq )CE(14 K � I , � - I Z�`� I II t fff I •� III �, y� \ � rl � � .I -- 1 it I' h �_� I S� I 41 i A- ry 1 { A P I . I l l I 1• 4 l � - _ Il I r` 1 , y , I , -, i 1 C• ! ! � I EX. "IItiELa..11•�lE � 7REES r I SI RUB ARE V )LUNIF —ER' PI-ANTS — HONEY ����h fJ �,Ir — 5 11YI ,{ i t ASH IN � MAP I_E_ a"I�jf�'��L Vi�'217 'N.' E L r:'+,.'A 7701V t. -C E-k- Z O . SSANITAR)r � I r! � i i � I If I L►� E ~�~ I I I .... --�- — — i t 71VP.• 6 1141- �- 2 --- 8 —� �,�T�?�F � � / 7/�I _ �ti fYrl..}Lf'L1f )p y l 1, �- ►--� -- r +--r- I I -F; I r ' ll J I � ._ — ,_ _ � � .... -, - f - — — x:11_ � � I L. IBC t I. \ � 0, 5 .`IT 11 Y I �A�. '1` 1'IN L � � Z � � CJ,. � � �� _ _ _ �' .. _ '._ _. _ _ N J1l � � 'I �. ' I , ! I I I r I f I 1 I 1 r r r J 1 i I r ^�- --'�•. -wr- -rr -.. - - - - - - — � � !1'l���rl'��45 I I �� � 1 �# � "T`� �-�7`�� • - ---) 11` I I- r + !• {� Gam' I I i ��1 I 'rY� �+ �� 3 7 >� i f i.- rr Nlf CI1' �sLrr4lf'4IS,E I I ;, + ! I I r i i w i i i fl I �l�`II °— _ —'fJl— I I I - -' - - - - - -- I /,�% - - —� , tt I I +� % , ' I I �' 115;?" . — ATF#� -= A , I Ia. 20 � -! {I�A� -, , ' - iy ' r� Mel+' 4 , = I ( i t I I ► ; I I I I + +� `� 1i! .� f” ,' �� � 1 ! 1I I { 7 _ ++ = - I -. "` I B6NCI`MARK 1 (TOP OF H� DRANT) ELEV— 454.09 0 Jilt 1 _ r'71 1F 7,�. T 1 I4 �. NED1 [ #AAA OFFICE 1 1 i I I B ?� / 15, IlL•! /I yl/ l�Vr 4,JI5. 40 AA i I { I i I 1 I I 10 0 10 20 30 I I� I I Scale 1" 10' ! I I 20 1 21 t' ri I " REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTS /d- LAND DEVELOPhIENT ENGINEERING SITE DEVELOP'AENT ENGINEERING LA \D USE PLANNING & Z0114IA13 UJ@SCAPE ARCHITECTURE LAND SURVEi'ING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENMRONYENTAL B S01_ SCIENCE V ETLAND DELINUO IONS & STREIu" EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540 -248 -3221 ,4►tiI H 0p y Burkholder' Cert, No. 900 k 2 -13 -1 ��� W W Z � W Q U W LL UQ D cUn W D Z Q � J Z CD J z O X U W Q Z U cc Z /1/� VJ ❑ 0 /0 J L.L f'•tr LC�L C LLI DESIGNED BY FHB CHECKED BY WM DATE 07 -27 -09 SCALE 111 = 101 REVISIONS: 09 -15 -09 12 -13 -13 SHEET NO. C2 JOB NO. S0900017 Printed on: 7/2412009 I \ r Client: I j 1. Ly 111 1 i •` ' :', r :' . ,,+� � It I AND ASSOCIATES INC 0 Bartlett Tree Experts 5 `ti �\ i i�''` ' i ; ;' i - 0 A. Balzer and Associates, Inc. Michael Abbott - Representative `, , ' I F �I \ , - , ,- r 1561 Commerce Road 1185 Five Springs Rd. ` ' � � i. \ {`�� Suite 401 Charlottesville, VA 229 02 ' I _ Verona, VA 24482 1 j I C IIf�{ If - r . r�E�EC ING CjM0RR0VV I '` ;' www.balzer.cc , �I Business: (540) 248 -32.20 Business: (434) 971 -3020 - ', `ti li4 1 - -n ' . I I{ '• N New River valley % N Mobile Phone: (540) 294 -4170 -Ray E -Mail Address: mabbott @bartlett,com w- a ' ', I 1 I I it! r" r. � > {J�` -IN I � �-� Richmond Fax Number: (434) 971 -1331 , I '� � � � ' I .1.: 1 � Roanoke I l f, I I I I a .I Shenandoah Valley \ , 4 � 1 I�5- . (f 'If RESIDENTIM. UM DEVELOPMENT EN&NEERI'.G Property Address: Westfield Drive Charlottesville, VA 22$0! I 'DIAMETER 0�" EXISTING + l I I SITE DEVELOPMENT ENGINEERING y I �I� I 1 LIS�J USf FLA:NIKG z ZO41h'3 I _ �i 1 1 I ' M The following program Is reeartmended for ce +rain frees arrd shrubs on your property . In addition to a thorough plant health care 1 t 1 CANO Y (TYP.) f �! -- �V i I I W r 1 j i �` I I M L/1i0LAND SUrRCIEYI NGTUr�E program, Bartlett Tree Experts recomrnends having a qualified arborist Inspect your properly periodically to assist you In idenlifying _ rs� IIIIIIItttt�- a KRUHITECTURE potential risks or hazardous conditions relating to our trees or shrubs. THIS IS NOT AN INVOICE. �^ — >— ��` r, { Him ' { � , , k - - STRUCTURAL ENGINEERING I r I { TRANSPORTATION ENGINEERING f . ' ' I • 1 r ENWRON ;'FENTAL 6 SOL SCIENCE r ; E�i� WETCANDCfil .`{WI01iS6STREMIEVALUATIONS General Tree Work Prune the following property items: I 'x + 1 18" CLDAR � f I ' f I � Balzer and Associates, Inc. 14 CATALPA .30. CE R I I L L 5 Redcedar located al the right side of property I ` + ; Paulonia ID'ed as Catalpa on plans) located at the right rear of property `, I 156 4 Commerce Road ( P P ) 9 .. according o the following specifications: I `w_ f .10 CEDA I 1 I 9 9 P l _ 1 �` i I ; Suite 401 ,� • I ", _ _ - - - -- Verona, VA 2 2 • Clean to remove all dead: diseased and broken branches that are 1 In diameter and I I I _ _ . if 448 I h and appearance and reduce risk of branch I + x� r `~ �: - ' J l �� ! 540- 248 -3220 larger throughout crown to Improve heat pp I ,�.�� failure. I '�, ' .� ,' r X `, ` l FAX 540 -248 -3221 low K Remove resulting debris. •. , - \ � � ' � � X � I � � , I I i K iy'�H OF • Also cut vines at base of tree and treat w/ herbicide to help prevent re- sprouting. I 4�ti. `, �� I ! i Remove cut vines from tree where ever possible. ' I X X I f 0 Ef'h'C1 r. for Burkholder ' Install 5 supplemental support cables in 5 Redcedar located at the right side of properly to Vert. No 900 limit branch movement to reduce the risk of branch failure. ' �l ,\ CONSERVATION AREA I I `d 12 -13 -13 J Cables require periodic inspection for evidence of fatigue and to verify functionality. Please contact your Bartlett Arborist to schedule the inspection each year. One cable per tree �` Soil Management t 1 I I -11 Apply Bartlett Boost Mid- Atlantic 30 -5 -9 to the following property items: ii ♦ 1 1 I \ I 5 Redcedar located at the right side of property - w Paulonia (ID'ed as Catalpa on plans) located at the right rear of property to het maintain plant health during construction. .A , S 4 t 1 1 I TREE PRESERVATION r f 3.3!9 &PROTECTION T P I 1 4 1 \ 1 I '`, I , , ,, ,l 1 1 5' ` 1 `'. - 114 " ASH I st Cc t , 1 t G Z Q , 1 (�' 4` I I t 1 tl �' �,I I i 1 f tai' �x i' f W Z _j IZ FELINE '� TRUS 5I- RUf]S ARE )t.LINIEEfi r�LAN I S --' 110(VI-1 Sl QKLE, I I SIj�+t c,- SI'I; T-R'l N I` r C 4 I I' f + + I cc Z I i ` I- r I I I I I F CO F __ M1��'11` � I _ ' I — Ir i ; t If Q j ` I I:.I I ` ❑ � U LOCAWAI OF' I . i' f � r N,1�,'��T �� I - - - ! I I � I I I Cc W - `� I I I �� i I � r I L.� O J .# {. =Vl' � (� t ' � � W -- I ! 3_ I •�� _ � " � I ll { I � % M I I � I � �1or3 .+ f -f.� rr Ir II ' I � E � � �1 E 0 if 7' I'," t ` �� I I i I i 5,3 a i'� � .. r J' F - J 4 _ i r�� U r rL. 7 r Q f t P11-2 4 TI � .' 1 — }}--�� �J �'} L J r 1 8- 1 � �S �� 1 _ FI,I �/J � If (ffJ�fjJ f�j �)J�rff Fj' }j fj �`f''� l V • f � I I / I L l ,J�/ 4 Z 51 J fff��� /f ���yyyy /jjff f/i ! i t / L l� — — — .. _ r _ i —. 1 ' ' � f I I I Il !r 1 `, I I I �7 � wX11 EDO/, OF 'l f ?fir' D �, � ,: � i I , f `,+1� �lT D r r ? I I lit +Y� -�fYJ lT. ! ��-rr I ,,yyi�pp!7 l IL Tf Yif� I,f J'7]jQ } DRAWN BY RB ., I I ! ! ! J �./L7 � L�L� I .�� %' r r ,� r � � � + I � + I � t'� ?rS�IPA � �i'1�'���1 fi _ ' F D171;H �1 i i + r 1 {1• ,l /� / 1.& DESIGNED BY RB .Ile f { — f 1 15• f I I r I I t I �, f YVf A-8 1.?- 7 7L? ' , � .� CHECKED BY WM BENChMARK � ,. I ! r I I v 1 P '� � "A D �. i'f' 1 �1 I I I I I { DATE 07 -27 -09 (TOP OF HYDRANT) C ELEI/ 454.09 C = � � ,' � _ .. , . _ _ . _ ,� ~, � , y >,� � ! { I 1 I r � I I II I I �i' �.� � i— —��� !�1 sf��/� � : A. f:. S,r�1. �,'#,'i� #r �k�� j SCALE ill 10' yy _' f��j 47 1 - ,, ' '1% U C.` UE IC L 0/- ! REVISIONS: -) ! — I f I C 09 -15 -09 10 -09 -09 ARB 1 B 111 V 7N— 1 , B 12- -13 -13 � � r I I I r I r I I } I� I, I I I I I I I I{ { �' II � 1 1 I♦ ' I I I I l l{ I r i' r ' 10 0 10 20 30 SHEET N0. A I I A I Scale 1 " 10, C3 0 1 1 1 A I - - r JOB NO. S0900017 r LEGEND © BUMPER BLOCK © 6' CONCRETE SIDEWALK OF FENCE SCREENING A RESILIENCY SEE DETAIL C10 HO HANDICAP PARKING & SIGN © FULL CUTOFF TYPE LIGHT OUT 12' MOUNTING HEIGHT REMARKS BLACK FINISH OM METER WATER 5/8" 25.52 ACSA OU UTILITY CONTR. O EXISTING BEYOND W.M. BY PLUMB. © CONNECTION BY PLUMBER ® HANDICAP RAMP (ADA STD) O SEWER LATERAL 6" A RESILIENCY UTILITY CONTR. AND 150 VPD EXISTING O TRASH ENCLOSURE OUT ENCLOSURE TO BE GREATER REMARKS IN HEIGHT THAN MAXIMUM 1 HEIGHT OF RECEPTACLE. 25.52 SEE DETAIL C10 OU MECHANICAL UNITS O WATER LATERAL 1" ACSA UTILITY CONTR. EXISTING SLOPES ASPHALT I GREATER PAVING THAN 25% ' L PARKING LOT STRIPING NOTES: M ID■ I©! 1. ALL PARKING SPACE STRIPING WILL BE WHITE. 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL & WILL BE BLUE. PAVEMENT REPAIR DRAINAGE SUMMARY TABLE DESIGN (LAYER THICKNESS) IS BASED UPON A INVERT VALUE OF 4.0, A RESILIENCY FACTOR OF 1.0 AND 150 VPD DESCRIP -TION LENGTH SHALL BE VERIFIED BY THE OUT SLOPE REMARKS OF ROADWAY 1 15" HDPE 25.52 438.50 4.90% FT Iz 2 24" Q 439.85 439.75 U TOP= 443.75 NYLOPLAST CATCH BASIN ? 0 N °6 °U OR VDOT EQ. Q CE 1D i i 1J. PC, 4fil � r� 3 15" HDPE 14.27 o 40.29% Z_ FT W m Q 4 DI -3A, 4' M 445.80 445.70 �TI TOP= 451.30 Mr- 0 W/ ST -1 5 6X6 FILTERRA -T DRAWN BY SEE DETAIL DESIGNED BY UNIT (F1) CHECKED BY WM DATE SHEET C8 6 24" CMP 112 FT 1 " = 10' 0.2% ALUMINIZED 04 -08 -13 7 24" CMP 112 FT 0.2% ALUMINIZED 8 24" CMP 112 FT 0.2% ALUMINIZED UFVA 9 6X4 FILTERRA SEE AI K UNIT (F2) SHEET 10 15" HDPE 24.67 438.50 PARKING 5.07% 3: FT 11 24" 439.85 439.75 TOP= 442.00 NYLOPLAST 30 FRONT YARD BUI DING OR VDOT EQ. I + III SETBACK 12 15" HDPE 96.12 . . I . I 4.58% ' s 36 0' 36;6' . . FT rr 13 24" 444.35 444.25 TOP= 447.25 NYLOPLAST OR VDOT EQ. 14 15" HDPE 11.95 449.00 38.90% FT 15 MH -1/ 446.00 TOP= 453.10 MANIFOLD W/ ST -1 A SWALE SEE DETAIL SHEET C5 B SWALE SEE DETAIL SHEET C5 C SWALE SEE DETAIL SHEET C5 8" HDPE (TYP.) 1/2 " PREFORMED EXPANSION JOINT FILLER WHERE ADJACENT TO BUILDING ENTRAINED CONC - CLASS A3 AIR #57 STONE BASE - VARIES SEE PLAN 1/4" RAD. SM -9.5A BITUMINOUS CONCRETE PAVEMENT � � may" ��4•�`'t'�`,'�'��,`��1`'4� ~� 4`� ..� � � f � � AGGREGATE BASE il.. ��, �i' �i��. • �ir►�ir��� ri �. ti •,. L i �. ti.. �, WE _ _.W 710111 11 1111M 11 it 1 NOTE: TRUCTURAL BACKFILL FINISH - TROWELED EDGES, BROOM FINISH WHERE FILL IS NEEDED) SCORING EVERY 6 EXPANSION JOINTS EVERY 30' MIN. SIDEWALK DETAIL N.T.S. 4 I I I 1 G 2y P f' 10 0 ♦ t - I PROPOSED TREE LINE I fl I 14 I 1� 1 r i �I - 14.2' �I I PROPi 70.7' � Ilw DOWNSPOUT, SE ARCH. PLANS (' � I 6" HDPE ROOF DRAIN (TYP) 1 Y!I BRICK r � . � F NOTE: THIS PAVEMENT SECTION DESIGN (LAYER THICKNESS) IS BASED UPON A PRELIMINARY CBR VALUE OF 4.0, A RESILIENCY FACTOR OF 1.0 AND 150 VPD (5% MAX HCV). THESE VALUES SHALL BE VERIFIED BY THE GEOTECHNICAL ENGINEER UPON ESTABLISHMENT OF ROADWAY SUBGRADE. Q I.?�7- r STD. PAVING DETAIL N.T.S. ,J I - I - -- j��L - 6 -ESC. T]RifS TO REMAIN 14" 04-771117A •5 CLEANOUT (TYP) 3P CELM 1 EA IF- YL7M 7- 4 S R -35;' PVC 01 %,' CONC. STAIRS 3 .I D DOWN TO BASEMENT ; ;= 1 C 1 1; r' ' GORE PRILL 71 � J CONNECTION 1 2 j� /7 �j J f 0. 35 ��{ T+ �.�� b�l � -' � f 4'X6' FILTERRA UNIT (F2) G I �'ONIA16.` - ' i ,G /. 410 SDR -35 1 PVC 01% I ,' f ��b ' r A ' fS1`- r 195% COMPACTED SUBGRADE rin I LI\ LIIYL I CONNECTION TO l BE JACKED AND BORED 3 I I CG -11 R 12.5 I FA I II 6'X6' FILTERRA UNIT (F1) /10/0 I_ 0.11 i- I. f!CIiYJ� ti F'i;�Ii'1.� I Lx{ MPA Y &tSRF E I I. �+r� D L�'�'ti'c, ?�I�i '- T 1I -': 611 t, _ =r f D 1 .- . a I rt 3 16 1.1 'f1 [ /,'D il" H IV& D I_�lYd')��r'N _ - ` f roP�oF v � n+r 62 , J; . 1� I --' EL£V= 454.09 1-' RE III- 11.4, PL 01CA! 01--k-ICE I , 10 0 1� I I 1 Scale 1 " = Ill 0' � W N � I O j � 0 � 0 w � Q W Q z IL Iz > Q U -J C ? 0 N °6 °U Q CE 1D i i 1J. PC, 4fil � r� 1 o Z_ W m Q Q J �TI Mr- 0 . .... � -T DRAWN BY RB DESIGNED BY RD CHECKED BY WM DATE 07 -27 -09 SCALE 1 " = 10' REVISIONS: 09 -15 -09 04 -08 -13 10 -29 -13 12 -13 -13 UFVA K -10.0' PARKING 3: I SETBACK 30 FRONT YARD BUI DING I I I + III SETBACK I I. _A17 _ T r � . . I . I I ; • � - I ' s 36 0' 36;6' . . . rr rin I LI\ LIIYL I CONNECTION TO l BE JACKED AND BORED 3 I I CG -11 R 12.5 I FA I II 6'X6' FILTERRA UNIT (F1) /10/0 I_ 0.11 i- I. f!CIiYJ� ti F'i;�Ii'1.� I Lx{ MPA Y &tSRF E I I. �+r� D L�'�'ti'c, ?�I�i '- T 1I -': 611 t, _ =r f D 1 .- . a I rt 3 16 1.1 'f1 [ /,'D il" H IV& D I_�lYd')��r'N _ - ` f roP�oF v � n+r 62 , J; . 1� I --' EL£V= 454.09 1-' RE III- 11.4, PL 01CA! 01--k-ICE I , 10 0 1� I I 1 Scale 1 " = Ill 0' F ca 1 � D I 4 !� G ■DI REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIALLMD DEVELOPMENT E15'GINEERING GTE DEVELOPS SENT ENG'NEERING LAND USE PLANNING S ZOMING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGNEERNG TRMSPORTATiM ENGINEERING ENVTRONI:ENV-1 &SaLSCkENCE WETLXND DELINEATIONS & STRFAI', EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540- 248 -3221 A�_*A' �,.... a.y.� �.+a.a�.cauvaua.ai � Ce((rE. No. 900 G 12 -13 -13 1�w ScA A E A � C� .... .--........... CE � W N � I O j � 0 � 0 w � Q W Q z F ca 1 � D I 4 !� G ■DI REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIALLMD DEVELOPMENT E15'GINEERING GTE DEVELOPS SENT ENG'NEERING LAND USE PLANNING S ZOMING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGNEERNG TRMSPORTATiM ENGINEERING ENVTRONI:ENV-1 &SaLSCkENCE WETLXND DELINEATIONS & STRFAI', EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540- 248 -3221 A�_*A' �,.... a.y.� �.+a.a�.cauvaua.ai � Ce((rE. No. 900 G 12 -13 -13 1�w ScA A E A � C� .... .--........... CE W Z z Q W Q z IL Iz > Q U -J C 0 W °6 °U Q CE LU If o Z_ W m Q Q J 0 0 . .... . - - -T DRAWN BY RB DESIGNED BY RD CHECKED BY WM DATE 07 -27 -09 SCALE 1 " = 10' REVISIONS: 09 -15 -09 04 -08 -13 10 -29 -13 12 -13 -13 SHEET NO. C4 JOB NO. S0900017 n Ii L 2 J F E LEGEND TEMPORARY STONE I l- I 3.02 CONSTRUCTION CE I I I 1 I 0 ENTRANCE CONSTRUCTION 3A3 ROAD STABILIZATION `_-36=777 ` SILT FENCE f �` ' `I ,� �, .� , . *` � , I . �- . 3A5 t{{f1.fT7`ff «110 �+ [ `` !f I 1, � I 1 , � N SUPER SILT FENCE TO BE USED WHERE SHOWN STORM DRAIN p� I d 3.07 II ► - - - - _ - - _ INLET PROTECTION 1 P — — - - - - -- - -- — -- _- - -- -- - _ — Vol 08 CULVERT INLET M ' .t I 3' PROTECTION •1- I I. LIMITS OF DISTURBANCE 3.09 TEMPORARY I I I t } } IrS 1 { DIVERSION DIKE D D N1. \ I I STORMWATER 3.17 CONVEYANCE S C C I I DD JI1 - �� . •. - CHANNEL I r; I -$; I! 'Iry�I 4 L ti� rl' �r � � r � r � �� � I j -- X x ?( x t I I P I ' SF Tp + `" I 3.19 RIP RA 11 LIMITS 4F DISTURBANCE SURFACE } I ', - -• � \ -�� � �x � X �f �`� � I - 3.29 SR � '. I ', � 1 ': , � ROUGHENING I , +� r rr 1 r r•r. ;.+: .� ,.r• yr r I I ��3 3.30 TOPSOILING TO I r STOCKPILE I I ~ ~ MU - I I PS { r 3.31 TEMPORARY S I l 4 l L J SEEDING , I I 3.32 PERMANENT � SEEDING P S I ` z 1 ` STAGING I r f ai AREA I I REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL UND DEVELOPMENT ENGINEERING SITE WVROFA'FyT ENGINEEWNG L kND USE PLANING 8 ZONING UlMSCArE ARCHITECTURE LAIIOSVI EYING ARCHITECTURE STRUCTURAL 891GINEET'ING TRA YCRTATION ENVY -[RING ENORO.'7l',5NTAL S SOIL SCIENCE WETLAND CELItiEATIJYS & ST R54'. EVALUAW IS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 -248 -3220 FAX 540 -248 -3221 1,T>3 aF y Burkholder.- Cert. No, 900 U• k 2 -13 -13 �' 3.35 MULCHING I SOIL STABILIZATION 3.36 BLANKETS & B 1 MATTING M VA 3.38 TREE PRESER TION ti & PROTECTION T P i I , " tit �, ', '� I 1 11 IN 3.39 DUST CONTROL �� � ,51 r I �t y� 1 �+ 5' � � '• CR d � CE � I I L H r ... . -... t � 100 I 1 4 i L y I r z I 1 r I I f �'I( r r? r+' W Q r L_,!��i LX. I RELI_.INL - IRE- i II ` { i ! ' ._ -,. ( G � - :,I I(rs-IF ;S ARE V )LUx4TI SF , ; � r I I I -- _._ 1 � t-1 i.�..� PI AN�P 3 - HONEY SUCKLE, I r ! �i � I . _ 11,t�1` -tJ,t# & r I I { I r I I Mik I-- ,t; NITAr'1 1'{ f~ I i ! I I I. I C! I (, O T � I MUD TRAP F v U (SEE SHT. C8) SF SUPER SF bob W O w AIS 4601..= Y >� f 0 lbw' i �� ti- �� ti- ��� -� - ■ i� I V J LL - I_>Cly% POLE_ { z W 1;0 � � r ; UTLET! I � I � ; I ! ! ! ! . - -- - �- . - _ _- _ - -- — _ -- — - LIMITS OF DISTURBANCE \, I � r E � - - - - . :�; .. M r _ s (SEE UETAI I E , ! r - - �. - - - - T �--� - �-- : � Q �+ I I d I I I I { ! .� SIT. 08� d I ! I I I I I 1 I 1 �. I _- d ,I 1 rl 1 ' ! I I I I CV � � O . I I 10 V4 1(* Z-0 t T1 z CO, PA — ti Q Z_ 0 U [- z D U) O 0 U O LU Ir ICc LLI m Q D r- �, 5 I +II I I I,! �, I I I I I I I __ -I - I y D . DRAWN BY RB A A ' � � r l l I I I I � +-� �, � -� , BENCh'MARIC r I I I I I- (T CAP OF HYDRANT) ,� % , ! I I >< I ,' r C 6I 7..A. - I I ELEV= 454.09 ?� c- 5: SF - �+ r C 15m ricp +I , � I i I 10 0 10 20 1 30 Y Scale 1 10' DESIGNED BY RB CHECKED BY WM DATE 07 -27 -09 SCALE 1 " = 10' REVISIONS: 09 -15 -09 11 -18 -13 12 -13 -13 SHEET NO. C 5 JOB NO. S0900017 0 r` r +I , � I i I 10 0 10 20 1 30 Y Scale 1 10' DESIGNED BY RB CHECKED BY WM DATE 07 -27 -09 SCALE 1 " = 10' REVISIONS: 09 -15 -09 11 -18 -13 12 -13 -13 SHEET NO. C 5 JOB NO. S0900017 0 LEGEND 0 TEMPORARY STONE 3.02 CONSTRUCTION C E ENTRANCE CONSTRUCTION 3.03 ROAD STABILIZATION CRS N 3.05 SILT FENCE S F 3.07 STORM DRAIN INLET PROTECTION I P 3 08 CULVERT INLET PROTECTION c P 3.09 TEMPORARY DIVERSION DIKE DOD STORMWATER 3.17 CONVEYANCE SCC CHANNEL 3.19 RIP RAP RR 3.29 SURFACE S ROUGHENING K 3.30 TOPSOILING I(S 3.31 TEMPORARY TS SEEDING J PERMANENT 3'32 SEEDING PS 3.35 MULCHING MU SOIL STABILIZATION B I 3.36 BLANKETS & M MATTING 3 38 TREE PRESERVATION & PROTECTION T P II 3.39 DUST CONTROL D C H IF Ito IU NOTE: ALL PROPOSED SLOPES ARE TO BE 2:1 OR FLATTER f l DITCH B I , 10 -YEAR DEPTH = 0.32' TOTAL `. ' I DEPTH I I I 1 4/ 1 Yr. = 0:50 1 1 i -II I . 2. I ' -1 I'� ; 2-YEAR VEL 6.74 FT/ EC 4 t ' } r T G EC -3 TYPO A LINING I \ m LIMITS OF DISTURBANCE 1 I TS I ' P5 / 1 I ! P ��. / !. l1 ', +52.7 ` ',•, i- `1 • ....I. ..� ; . .. �R: � *now "=., Woo- 4 ' X",\ k 52.40 + s + TS ti I M pq 1 1 -STORY = 4,023 SF \ ` W/ PARTIAL BASEMENT �k FF= 452.75 , 1 r BFF= 441.75 I + I TW =52.55 1 �� 1 .I '1 BW =41.60 f . TW =52.55 BW =41.50 r ` SF +� � ..� X � 53.25 X X ' I I I e 7 F3 �+, ,+ j r4:F0. )" 54.7 4 I`� x 53.63 54.20 + VS-3.13 53.56 O I I I STOCKPILE TS 53.06 '� i !I ~ C .N. M MU P5 1 a I tti �r Y fl t oq C LIMITS OF DISTURBANCE -r� I To 4./ i I I k X 52.97 3.28 x 5 .78 I I I ! I 52.9D 54.37 { 'r 1 ` STAGING I AREA 53.87 I I 5 0 53.30 U 52.30 512.80 52.80 I I I I FLUSH 512.30 54.00 I I I I is V 17C 52.55' 52.05 ► RS S ti I 5 2. 00 1.50 EX. I'REELINE: TREES +52. C*I II1lS IRE V 'I_Uh1TEE.l' SF INV= I-'1.AN7�+ - I'1C��f�d�Y SI- I[�I�LE� x - _ 38.75 I TW =52.55 - BW. =52.00 w I � a � i I INV 0 T =�4f3.OD I , 1 I . 1lP,- 1'0XI,t -l7 ! �` 51.5 I O y sl C� A RO'N OF EX. 20 T 53.10 . P1JI-A{L-7VT SEE DETAIL I R SHEET C9 - INV OUT =37.70 DITCH A I 6� I , i I f 1 I " I X' Y X X X X X X X X X X X X X X �Xr f - .... ... I k. ��� I-: � 10 0 51.05 DEPTH 0.5 INV IN= 47.80 - 6.80 ; MITS OF DISTURBANCE loom 51.56 -YEAR I, TOP 51.30 5150 49.80 { 51.0 INV; OUT 1 - I TOTAL , , DEPTH I `k ' - - - -- �"I' r I ITCH 0; f } `` 4 1 • p� 1 1 PHASE II CONSTRUCTION/ 1 T I ` / c mac; cal- 4 4 `{� ' I I i 10 -YEAR E h: '' Ir`+C:lr'1�IA - i �, 1 \ / ���� I ' DEPTH = 1 .41' I P.,IW rAl7- (T)I'.) } LLFt7 -At' ANV P0Jf'L'-1 1 I r 40 2 -YEAR VEL = 4.86 FT /SEC �' EC -3 TYPE A LINING' ,` ` ' /' / , 1 . ,/� INV '' IN =37.55 39.Ot TOTAL I , I - INV `7UT =37.45 I I - �• s I 1 ,' DEPTHS � , 1.0� ' 1 i T' i ' f 44 I BENCI1 MARIC rf i I t I 2A 2.02 FT/SEC 1 O T=+ f ' 00 OP OF HYDRAN T) CLASS / 1 RP P .C,S.A. (T �' PHASE II CONSTRUCTION\ ELEV- 454.09 F I I I f OO lid" IN= 4.36.40 V r y, I 'ir Ir1ri� -- 10 0 10 20 30 Scale 1 " = 10 ■© ■0 ■© EIJI L Q W _j &N Z o Z W Cc z \ I cc / z I o � r' I U U I _ Cc z Q o 10 0 10 20 30 Scale 1 " = 10 ■© ■0 ■© EIJI I.i �I 10 x; I� ! I i !' F I I E CI 0 1 W. U9 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley 11 RES,DEI,TV � LNID DES ELOA A_�T E�tGiIJEERIyG I SfTE DEVELOWENT BIGMERiIw VddD USE RLIV441N3 & Z04100 LANDSCAPE ARCHITECTURE U,ND SURVEYING ARCHITECTURE STRUCTURAL E1JGPJEERIN3 TRMSPCRTATICI7 ENGWEERING ENVIROY'AENTAL & SOIL SCIENCE V,ETLANDDEUIIL, 10.45&STREAM!RALUAT101S Balzer and Associates, Inc. 1581 Commerce Road Spite 401 Verona, VA 24482 540 -248 -3220 FAX 540- 248 -3221 � �AyT H QF - K �4 y Burkholder rCer. No. 900 v 12 -13 -13 �eSW 4-PE A �� L Q W _j &N Z o Z W Cc z \ cc z I o � € I U U z _ Cc z Q o w ` 0 U W Iz Cc W � Z_ W M I a .f J z o H U � ,I I \j� U) II DRAWN BY _ RB DESIGNED BY RB CHECKED BY I.i �I 10 x; I� ! I i !' F I I E CI 0 1 W. U9 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley 11 RES,DEI,TV � LNID DES ELOA A_�T E�tGiIJEERIyG I SfTE DEVELOWENT BIGMERiIw VddD USE RLIV441N3 & Z04100 LANDSCAPE ARCHITECTURE U,ND SURVEYING ARCHITECTURE STRUCTURAL E1JGPJEERIN3 TRMSPCRTATICI7 ENGWEERING ENVIROY'AENTAL & SOIL SCIENCE V,ETLANDDEUIIL, 10.45&STREAM!RALUAT101S Balzer and Associates, Inc. 1581 Commerce Road Spite 401 Verona, VA 24482 540 -248 -3220 FAX 540- 248 -3221 � �AyT H QF - K �4 y Burkholder rCer. No. 900 v 12 -13 -13 �eSW 4-PE A �� SHEET NO. C6 JOB NO. 50900017 L Q W _j Z o Z W Cc z \ cc z J o Q U U U z _ Cc z Q o W U) 0 U W Iz Cc W � Z_ W M J rr06 V Q J z o U � DRAWN BY _ RB DESIGNED BY RB CHECKED BY WM DATE 07 -27 -09 SCALE 1 " = 10' REVISIONS: 09 -15 -09 04 -08 -13 12 -13 -13 SHEET NO. C6 JOB NO. 50900017