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Home My WebLink AboutSDP200700139 Plan - Approved 2008-02-06PROPOSED ALTERATION FOR PROJECT INFO: OWNER: HYDRAULIC ROAD LLC C/O R051N LEE PO BOX 1-165 CHARLOTTESVILLE, VA 22906 (434) c362-034-1 CONTACT: JAY KESSLER RE LEE AND SON 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22SOI (434) 9I3-1321 TAX MAP INFO: TM 61-5A D.S. 24-15-221 D.S. 14SO- 6 D.B. 4-12-142 D.S. 406-163 PLAT AREA: 3.18 ACRES MAGISTERIAL DISTRICT: JACK JOUETT DISTRICT ZONING: ENTRANCE CORRIDOR PROJECT LOCATION: ALBEMARLE COUNTY, VA BUILDING AREA: 9380 SF, EXISTING NO CHANGE PARKING: EXISTING NO CHANGE SITE UTILITIES: EXISTING NO CHANGE SIDEWALKt 313 SF REPLACES EXISTING WALK, ALL OTHER SIDEWALKS NO CHANGE SURVEY: SEE ATTACHED SURVEY PREPARED BY ROGER RAY AND ASSOCIATES FOR ALL SITE INFO (SHEET 5-2) CODE SUMMARY APPLICABLE CODES: - VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2003 EDITION - INTERNATIONAL PLUMBING CODE - 2003 - INTERNATIONAL MECHANICAL CODE - 2003 - NATIONAL ELECTRICAL CODE - 2003 - UNIFORM FEDERAL ACCESSIBILITY STANDARDS, IS88 OCCUPANCY CLASS IF I CATION: 5, BUSINESS TYPE OF CONSTRUCTION - 35 ASSUMED OCCUPANT LOAD : EXISTING BUILDING AREA: ALLOWABLE: TABLE 503: 23,000 50 FT AREA FIRST FLOOR: 9380 SF EXISTING AREA OF ALTERATION: 120 SF BUILDING HEIGHT: ALLOWABLE: TABLE 503:5 STORY, 100' BUILDING HEIGHT: ACTUAL: 1 STORY 14' Albemarle County Engineering General Construction Notes for Site Plans 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 paving, drainage related 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. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 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 the Director=s 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. -1. 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). ALBEMARLE COUNTY, VA SITE YICINIT'*� Mr4F NTS APPROVALS 1 SHEET INDEX T-1: TITLE SHEET 5-1: COPY OF LAST APPROVED PLAN S-2: VDOT REVISIONS TO SITE/ EXISTING CONDITIONS A-1: PROPOSED REVISION PLAN AND DETAILS A-2: PROPOSED NEW WINDOW SOUTH ELEVATION D5f=VRTMINT [OF COMMUNITY 1UNIT`I' DEVELOPi" 1ENT 5UILD INCS DEPARTMENT DEPARTVENT OF ENGINEERING DEPARTMENT OF ZONING DEPAf�TMENT OF FIRE AND RESCUE AL 04ARLE COUNTY SERVICE AUTHORITY 1/I I IA DEPARTMENT OF HEALTH to 1/I I IA DEPARTMENT OF TRANSPORTATION Z/&)OA DATE Z4 /;V DATE LTi DATE 06 DATE 'Z/A'/Aw DATE DATA 1, W DATE DATE Seal NL 7TH O • O Richard Scott Boyd Lic No. 9463 4 CH I TEr-" E No. 3807 WSB(De*ns BO Box 217 Nelfysford, SVA 22958 Am: (434)361-0221 Emad rsbdesi m@dtrecway.com Sheet No. v 7=1 IU Ew _ LL LL �A000 Z_ n CA `t E No. 3807 WSB(De*ns BO Box 217 Nelfysford, SVA 22958 Am: (434)361-0221 Emad rsbdesi m@dtrecway.com Sheet No. v 7=1 Tr, 04 F T -RA I L -z, L.lti,011,3s E f ; j y t f � IN 7-771 z 61 /* T4 rr ft PAP, IfOfr�71 z M Iffi4 T- - Tyr. 4o 'SIPA4*�s to . 7 7�j ......... — V4 2 T�o )4 7o in A' 102 IL y. Rf . ......... S HRu as. \JFF o v I A RFS t*�� C>F Cr> -M ?4 T k AL- CCU P4.312E-0 &-5 f -r -r, T(-,-rAL 10AM -�7 SAL PA99W4� FA PRN -V IDED Tl PACK f �4 6-1Z- :5 7- A.-�Fg4L-T- fZ'10� 1'�tO\vf. L, -T,(-) �ZIA S-Tb+4E- itZ sE ALI- rT;4f-,r- L-11F�4-LNS-1P AaEAIS -rt, Z L F-55 7�LM;per-T- rq�- C:.,, t4o 1?4C$ZfA:sE ts, f -r_ v I o gF %,, E T D .OW's iaj,-,71c.-4,4 EWA K csi XAV E L- D '5 1-M- 15 611F-4t:RAJ-L�( r- LAT j.iAVf—;: c.� t:,E EPA4-4 r-• r' �;c s� T- 1*^4,vj aW RECEIVELI rtb 2 3 1994 Planning De t. REVIS1 ' OM. R. E. LEE & SON, INC. DWG NO.: .;?, 1 -94 2 23 •q4ENGINEERS--CONTRACTORS' CHARLOTTESVILLE, VIRGINIA DATE: L SCALL K.�., LEE: 4 60fQ. INC. 4115 A,, 'ST. fM 7AS, pe Z+j -'30f, DWW. BY: REFER TO. r(,P� ?N.Atj 17-1*1.,7��ttt-, CMKD-. BY: rL-aT Pn-A&3 4t$0,4p()(fCv, 1,17. 69) NOTES: I . ACCORDING - 0 THE FLOOD INSURANCE RATE MAP, DATED 12-16-80 (COMMUNITY PANEL 310006 02308), THIS PROPER rY DOES NOT LIE NV ZONE A 000 YEAR FLOOD PLAIN) BUT IS LOCATED IN ZONE C. 2. THIS PROPEF TY SUBJECT TO THE -FOLLOWING: A. EASEMENT FOR WATER LINE TO THE BOARD 0-- SUPERVISORS OF ALOE AARLE COUNTY (D.B. 460-619). B. EASEMEN r TO VIRGINIA ELECTRIC AND POWER OMPANY (D.B. 416- 427 d D.B. 1482-571). C. EASEMEN r TO CENTRAL TELEPHONE COMPANY OF VIRGINIA (D.B. 1576-708). D. EASEMEN r FOR GAS LINE TO CITY OF CHARLO rTESVILLE (D.S. 147! -200). 3. THIS PROPERTY SUBJECT TO EASEMENT TO VIRGINIA ELECTRIC AND POWER :OMPANY INSOFAR AS IT MAY APPLY (D.B. 300-398). T.M. 61-4A JAMES 0. t ELIZA J. BALLARD D.B. 980-331 D.B. 733-539 PLAT IRON FOUND Q N W U ss F- �Wti �o ; •r L Maio o � in .* mem O W M n o � t0 (� z 0,01 c4 RO( I W. RAY 1331 t GL FOUND w FENCE +- S53.23'16"E - - - ----------------------------��-� -�-- 1 1 1 1 G R A V E L 1 i �G R A V E L I i T.M. 61-4 TH UNITED (HUPCH OF CHARLOTTESVILLE D.3.1251-219 D. 3. 773-539 PLAT 3.46' GRAVEL MANHOLES TFENC GRAVEL W Iw T.M. 61-5A Ia 3.78 ACRES P A V E M E N T c D.B. 2475-221 cwi D.B. 1490-6 I D.B. 472-142 I D.B. 406-t63 PLAT hal t(QD I I G R A V E L I I - S G R A V E L\ I V\ I I STORAGE . D CONCRETE' I ,pp I---------- -------------------------- DGE OF -GRAVEL------------ FENCE N53.08'00"W— HEREBY CERTIFY THAT ON JUNE 9, 2003 1 SURVEYED THE PROPERTY SHOWN ON THIS PLAT. TO THE BEST OF MY KNOWLEDGE, IN=ORMATION AND BELIEF, AND IN MY PROFESSIONAL OF INION, IT IS COMPLETE AND ACCURATE. T.M. ( -6 WORD OF FAI H CHURCH D.B. 13! -120 D.B. 757-2 2 PLAT -STORY BLOCK 3UE.DING i N IING ENCPOACH :S 0.17' z w a w Q a b I -STORY BLOCK RO Z& METAL BLDG.' :' 2 POLE WOOD I? I W VOOD a 13 c WATER__,,* �a METER —.-s-' P A V E M E N T POWER TRANS. - WOOD LANTER CURB 0.05'--- EDGE OF PAVEMENT_ i i — — — 121.1' 121.1' i 2 -STORY BRICK ..' ss�► �e �.�j�� FACE OF BUILDING. Iw Ll BOUNDARY d PHYSICAL SURVEY 3.78 ACRES THE PROPERTY OF HYDRAULIC ROAD LLC LOCATED ON STATE ROUTE 743 ABOUT ONE MILE WEST OF U.S. ROUTE 29 JACK JOUETT DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: I" = 40' DATE:. JUNE 99 2003 FOR HYDRAULIC ROAD LLC ROGER W. RAY d ASSOC.. INC. 1717 -IB ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 TELEPHONE: (434) 293-3195 a O 1Y J Q I � } 1 = I I IRON SET S36.24'11'W IRON 6.22' SET W dm I- r- ad c� o x y M m 3a w J= m� Q a S38.31'25"W ~'-' 148.37' FW - O cr WATER METER -IRON SET -SIGN & 00.08'40" �--�— R= 11034.52' IRON L- 27.79' SET C= 27.79' f W CB-S36.15'18"W F- 0 SIGN IRON SET I TEL. PED. S39.45'22"W � 79.55' r 5-2 EXISTING DOOR TO REMAIN EXISTING AIRLOCK WALLS TO BE REMOVED. EXISTING ROOF TO REMAIN ^ �--- EXISTING DOOR TO REMAIN --r-- EXISTING SIDE=WALK TO BE REMOVED --------------------------------------------------- ------------------------------�---- ' L__________________� _____ ______J O O O ° EXISTING PLANTS TO BE REPLACED TYP OF 5 NOTE: SEE SWEET 8-2, SURVEY PREPARED 5Y ROGER RAY FOR ADDITIONAL SITE INFO (EXISTING CONDITIONS) TM 61-5A 3.18 ACRES D$. 2475-221 D.B. 149®-6 D.d. 412-142 PZ. 406-163 PLAT JACK JOUETT DISTRICT STATE ROUTE -143 DF' IOL.ITION PLAN SCALE: NEW AIRLOCK TO BE INSTALLED USING SAME FOOTPRINT AS THE ORIGINAL EXISTING SIDEWALK TO REMAIN EXISTING CURB TO REMAIN EXISTING SIDEWALK TO / REMAIN EXISTING DRIVEWAY AND PARKING TO REMAIN EXISTING CURB AND GUTTER �Z PLAN ACTUAL A ,,TO EXISTING TIMER c�:---_- a OA --------------- " A'' -------------- _-10A - NEW; 4 THICK CONCRETE ------ a? ..SIDEWALK.' .. •. 3' -T -3 -?"V-6" 3'-6" EXISTING CURB TO REMAIN - NEW PLANTS TO BE INSTALLED TYP OF 5 PLANT KEY KEY QTY SIZE VARIETY 1. 5 18" GREEN PILLOW 50XWOOD 5UXUX MICROPHYLLA LIGHT FIXTURE SCHEDULE A. BEGA MODEL M 1415MH SURFACE WASHER 10W G12T& MH LAMP SPATE ROUTE '143 PROPOSED PARTIAL S 1 TE PLAN SCALE: I/8" ■ 1'-0" EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK TO / REMAIN EXISTING DRIVEWAY AND PARKING TO REMAIN EXISTING CURB AND GUTTER EXISTING DOOR TO REMAIN EXISTING DOOR TO REMAIN 6 -z . I \ i Q w � o AIRLOCK 4 �F - x NEW 8x4x10 /2 W STEEL TUBE- ---------------------------- III 7'-AHTV ;f C4 04 I L NEW BUTT GLAZED ENTRY SYSTEM W/ ANODIZED ALUM 1 FRAME Al PROPOSED FLOOR PLAN SCALE: 1/4" =1' -0" EXISTING BRICK FACADE TO REMAIN 8 Al LINE OF EXISTING ROOF TO REMAIN NEW 4" THICK CONCRETE SIDEWALK NEW 4" 50 CLEAR ANODIZED ALUM PIPE COLUMN TYP OF 2 EXISTING COPING 5/4x10 COMPOSITE TRIM W/ ALUM WRAP, COLOR CLEAR ANODIZED r— ALUM COPING, COLOR CLEAR ANODIZED NEW BUTT GLAZED ENTRY SYSTEM CLEAR ANODIZED ALUM TOP AND BOTTOM TRACK PARTIAL EAST ELEVATION SCALE: 1/4" ■ 1' -0" 2x6 PT BLOCKING ALUM COPING \\ EXISTING EPOM ROOFING OVER EXISTING ROOF STRUCTURE TEMPORARILY SUPPORT EXISTING STRUCTURE UNTIL INSTALLATION OF NEW BEAM AND COLUMNS TOP OF 6TEEL TS8x4x1/2" BEAM ALUM WRAPED x10 PT WOOD FASCIA ALUM WRAPED Jx4 PT / WOOD SOFF IT CLEAR ANODIZED ALUM TRACK TO MATCH EXISTING 1/2" CLEAR TEMPERED GLASS CLEAR ANODIZED ALUM TRACK TO MATCH EXISTING NEW CONCRETE SILL WALL SECTION EXISTING FILING TO REMA EXISTING FOUNDATION r� O•-- A TYPE F I XTURE 12' AFF COLOR BLACK, TYP OF 4 EXISTING WINDOWS TO REMAIN NEW 4" SO CLEAR ANODIZED ALUM PIPE COLUMN TYP OF 2 EXISTING ROOF STRUCTURE TO REMAIN EXISTING MASONRY WALL TO REMAIN EXISTING SLAB TO REMAIN 5/4x10 COMPOSITE TRIM W/ ALUM WRAP. COLOR CLEAR ANODIZED ALUM COPING, COLOR CLEAR ANODIZED NEW 4" SQ CLEAR ANODIZED ALUM PIPE COLUMN TYP OF 2 NEW BUTT GLAZED ENTRY SYSTEM CLEAR ANODIZED ALUM TOP AND BOTTOM TRACK NORTH ELEVATION SCALE: 1/4" ■ I'-0" EXISTING ROOF STRUCTURE TO REMAIN EXISTING MASONRY WALL TO REMAIN EXISTING ROOF STRUCTURE TO REMAIN EXISTING MASONRY WALL TO REMAIN 5/4x10 COMPOSITE TRIM W/ ALUM WRAP. COLOR CLEAR ANODIZED ALUM COPING, COLOR CLEAR ANODIZED SOUTH ELEVATION SCALE: 1/4"-V-0" 2x6 PT BLOCKING ALUM COPING TO MATCH EXISTING 5/4x10 COMPOSITE TRIM BD 5/4x4 COMPOSITE TRIM BD EXTERIOR GYP BD CLEAR ANODIZED ALUM TRACK TO MATCH EXISTING._, 1/2" CLEAR TEMPERED GLASS EAVE DETAIL SCALE: 1/2"=1'-0" NEW 4" SO CLEAR — ANODIZED ALUM PIPE COLUMN TYP OF 2 NEW BUTT GLAZED ENTRY SYSTEM CLEAR ANODIZED ALUM TOP AND BOTTOM TRACK EXISTING EPDM ROOFING OVER EXISTING ROOF STRUCTURE TEMPORARILY SUPPORT EXISTING STRUCTURE UNTIL INSTALLATION OF NEW BEAM AND COLUMNS L EXISTING CEILING 2-2x6 BLOCKING Seal NL 7TH v Richard Scott Boyd 9 Lic No. 9463 U5_ 4h'CHIT E� a SOUTH ELEVATION SCALE: 1/4"-V-0" 2x6 PT BLOCKING ALUM COPING TO MATCH EXISTING 5/4x10 COMPOSITE TRIM BD 5/4x4 COMPOSITE TRIM BD EXTERIOR GYP BD CLEAR ANODIZED ALUM TRACK TO MATCH EXISTING._, 1/2" CLEAR TEMPERED GLASS EAVE DETAIL SCALE: 1/2"=1'-0" NEW 4" SO CLEAR — ANODIZED ALUM PIPE COLUMN TYP OF 2 NEW BUTT GLAZED ENTRY SYSTEM CLEAR ANODIZED ALUM TOP AND BOTTOM TRACK EXISTING EPDM ROOFING OVER EXISTING ROOF STRUCTURE TEMPORARILY SUPPORT EXISTING STRUCTURE UNTIL INSTALLATION OF NEW BEAM AND COLUMNS L EXISTING CEILING 2-2x6 BLOCKING Seal NL 7TH v Richard Scott Boyd 9 Lic No. 9463 U5_ 4h'CHIT E� FProject No. 3807 X5B Designs SPO Box 217 5VeITysford. VA 22958 'hone: (434) 361-0221 Emak rsbdesWw@dtrecway.com E lu W � J � U. le LL Ar00 i 0 6� A 0 dj � A Lm nC1 FProject No. 3807 X5B Designs SPO Box 217 5VeITysford. VA 22958 'hone: (434) 361-0221 Emak rsbdesWw@dtrecway.com mm um —REMOVE EXISTING MASONRY WALL FOR NEW (2) 3'-8"x3'-1 1/2" HIGH CLEAR ANODIZED ALUM WINDOW TO MATCH EXISTING INSTALL (l) 5x3 1/2x5/16 AND (1) 8x6xi X W STEEL ANGLES. TEMPORARILY = SUPPORT MASONRY OVER NEW U WINDOW UNTILL ANGLES AND INSERTED A F PARTIAL PLAN SCALE: 1/4".1'-0" (pz PLAN 2 Z ACTUAL IN SOUTH ELEVATION SCALE: 1/4" = l' -V" NEW 8x6x1/2" STEEL ANGLE 2x BLOCKING AS REQUIRED NEW SILL TO MATCH EXISTING EXISTING COPING EXISTING BRICK FACADE TO REMAIN NEW CLEAR ANODIZED ALUM WINDOW W/ I" INSULATED GLASS PANEL TO MATCH EXISTING NEW PRECAST CONCRETE SILL TO MATCH EXISTING UJINIDO,U DETAIL SCALE: 3/4" =1' -m" EXISTING BRICK VENEER EXISTING CMU WALL NEW 3x3 1/2x5/16 STEEL ANGLE 30Z COPPER FLASHING W/ 2 FABRIC WICKED WEEP HOLES CAULKING AND BACKER ROD NEW CLEAR ANODIZED ALUM WINDOW TO MATCH EXISTING W/ I" INSULATED GLASS CAULKING AND BACKER ROD NEW PRECAST CONCRETE SILL TO MATCH EXISTING CAULKING AND BACKER ROD W/ 2 FABRIC WICKED WEEP HOLES r EXISTING FIN FLOOR REVISED ENTRY SEE SHEET A-1 FOR ADDITIONAL INFO seal ALTH OF Dr O O V' v Richard Scott Boyd Lic No. 9463 C� -IRCH I TEr-"", E 07 R5BDesiyns BO Bq 217 NeiTysford. VA 22958 Am: (434) 361-0221 Emad rsb6simodfiremay.com 1 0 _$ w .$1: V U. u- _ A _n�n•r E 07 R5BDesiyns BO Bq 217 NeiTysford. VA 22958 Am: (434) 361-0221 Emad rsb6simodfiremay.com