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HomeMy WebLinkAboutSDP201500045 Application 2021-08-31Application for Letter of Revision 0 ® Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number:, S D P 420) 5 — US Contact (who should we contact about this project) Arine 'e CA/YISEY WZ�,rA/C- Street Address SyS6 `4nas Bp City State 114 Zip Code 073�.�(� J Phone Number S90 — 9,69-1129 Email�olO�.J"ace /nC-4e OwnerofRecordB A h/re .410 5(p✓ee AIZ/2911-2' Street Address &qf— /4oaeA3 C,��^^�ZC LdA/G City �hldn_L0 7''8SV/cI_C State 11N Zip Code 49a.90 2 Phone Number 7 7 - 4292n Fr /'99 Email W „n ej /'/'nW A rl Vdrl nq. ep 13 Street Address J`—y`5C7 �1't�/lsT7 City ,;AlyD S TO n/ State YA Zip Code oZ3/3110 Phone Number SW ' 969'- d -7 R Email D/d YYi SQ U] a WLI CO l r1 C _ i7C � SUBMITTAL REQUIREMENTS: ❑ The appropriate fee, ❑ The site plan number that the change applies to, ❑ A request letter describing the proposed changes from the owner or authorized agent, ❑ 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an 11"X17" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowbelief. Signature of Owner, Agent Date /ATX/[.f l�7Sct'Ji S901 - Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 7/1/2021 (Fee Update) Page 1 of 1 i zip PROJECT LOCATION � . N SITE ACCESS AN- MAOL ROAD y V 4 ` INSET A x a i ,'s• -.. BIDDING DOCUMENTS ,yy�3 c i � 60 I'm wle M —. Ot * "Aif �► (OIL - ',•;i - / 4 g .► t/ ILI'�II.�I(, [) W M O 00a 3 a �x Z W y, a SHEET 1 I TkFIU SFpGMFF F140,/, :26.24v, --,E.e GO Fp vo_M�c. 12BP140J 10 3,. 2DVIC IJOF MCE . I I:-_ GP. NOTES'. 1. CONTRACTOR SHALL FIELD VERIFY ALL SUBSURFACE CONDITIONS WITH GEOTECHNICAL ENGINEER. REFER TO GEOTECH REPORT FOR ADD'L INFO. 2. CONCRETE AT SADDLE LOCATIONS SHALL BE LEVEL. 3'-0" B" #4 CLOSED TIES AT 16" OC MAX FULL LENGTH OF EAST AND WEST SIDES. OK TO OMIT AT NORTH AND SOUTH DOVMTURNEDEDGESAT CONTRACTOR OPTION 3' REMOVE & REPLACE SIDEWALK SQUARE(S), AS NECESSARY, FOR CONDUIT INSTALLATION 94"• 2 #12, 1 #12G --------- ----------- 3/4%2#121#12G--J�I F� 1 _d y___. 1 CONCRETE WALK ELEVATION I J TO MATCH EXISTING T j a Z Fez L Ip1 < F[ Jy ELI LL < 10" THICK, UTILIZING 4,500 PSI CONCRETE WITH 6%AIR ENTRAINMENT • 2 MATS #5 REBAR INSTALLED AT 12" O.C. EW/EF. CHAMFERED EDGESICORNERS • VDOWNTURNED EDGE ALL AROUND W/2SETS OF(2)#5 CONT PAI #2 AWG BARE CU COPPER GROUND CABLE (TYP.) GROUND ROD (TYP.) u I_1 —1 3".. 15'-T�� - — CONCRETE WALK ELEVATON TO MATCH EXISTING BACK OF CURB ELEVATION 3' WIDE CONCRETE WALK SURROUNDING STRUCTURAL SLAB. SEE DETAIL 4/3. BOLLARDO 16d" 3'-D" 24" FUEL TANK SLAB WALK VALLEY 24"MOWSTRIP ® GUTTER 1 F 2'CLR(TYP.) J6'7F (MIND 2"CLR O9 (TYP.) Y"/FT (MIND 'CLR(TYR) _________________ _`\ i 4" CRUSHED STONE COMPACTED & i WRAPPED IN GEOTEXTILE FABRIC SET OF 2#5 TOP& SIDE \�_ _� ` CONCRETE DOWNTURNED EDGE ALL AROUND EARTH FORMED ISM OKAT CONTRACTOR'S OPTION. 3"CLR(TYP.) OSF MUST BE FORMED. 2#B STRUCTURAL FILL COMPACTED TO 95%STD PROCTOR. PROVIDE AT UNSUITABLE SOILS AND FOR EXCAVATION OF DOWNTURNED CONCRETE EDGES, SECTION A -A REFER TO GEOTECH REPORT, N c o s 10 GENERAL NOTES: 1. FOLLOWING COMPLETION OF WORKGRADE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE AWAY FROM FUEL TANK SLAB. BEAM TOP BAR AND TIES EXTEND UP INTO SLAB OF 2#5 SIDE REINF CLEARANCES PER 1'zd'4" CONC BEAM THUS: ALIGN W/ TANK SADDLES. CONCRETE AT SADDLE #4 CLOSED TIES AT 18" OC LOCATIONS SHALL BE LEVEL MAX FULL BEAM LENGTH REFER TO DETAIL 1/2 (2WB TOP & BOT BEAM SECTION DETAIL 2 SCALE: NONE KEYNOTES: iO. PANELBOARD RP -MCA IS A SQUARE D TYPE NO PANELBOARD. a. REPLACE TWO EXISTING 20A/1P BREAKERS AT CIRCUITS 2 AND 4 WITH NEW 20Al2P BREAKER TO SERVE THE FUEL TANK b. USE THE EXISTING 20A/1P BREAKER AT CIRCUIT 6 TO FEED THE NEW AREA LIGHT AND RECEPTACLE. 4 PROVIDE UPDATED TYPED PANELBOARD SCHEDULE, O2 PROVIDE NEWAREA LIGHT/POLE/CONCRETE BASE. POLE TO HAVE DUPLEX RECEPTACLE (WP, GFCI) MOUNTED ON POLE AT 24-INCHES ABOVE GRADE. O3 STUB %' CONDUIT 5-FEET OUT FROM BASE OF POLE AND CAP UNDERGROUND FOR FUTURE USE. O4 PROVIDE A GROUND ROD AT EACH CORNER OF THE FUEL TANK WITH GROUND LOOP. BOND GROUND LOOP TO FUEL TANK BASE AT TWO LOCATIONS. O5 PROVIDE EMERGENCY SHUT OFF SWITCH TO INTERUPT POWER TO FUEL TANK 43MM MUSHROOM HEAD ON NEMA 0 (PLASTIC) BOX WITH 20-AMP RATED CONTACT BLOCKS, PROVIDE LABEL READING 'FUEL PUMP SHUT-OFFOR SIMILAR. LOCATE SWITCH NO CLOSER THAN 20-FEET, AND NOT FURTHER THAN 100-FEET, FROM FUEL PUMP. 15 PROVIDE LED AREA LUMINAIRE, LITHONIA: DSX1 LED P440K T4M MVOLT RPA PER DBLXD. DESCRIPTION: 14,182 LUMENS,125 WATTS, TYPE 4, PHOTO ELECTRIC RECP, PAINTED BLACK. ORIENT SWITCH (PE) WINDOW TO POINT N.E. oT PROVIDE 20 ROUND STEEL POLE, LITHONIA: RSS 204B DM19AS TP DBLXD. DESCRIPTION: PAINTED DARK BLACK GALVANIZED ANCHOR BOLTS. MOUNT ON LIGHTING UNIT FOUNDATION PER DETAIL 1/3, OB BOLLARD. S' O.C. SPACING W/24" CONCRETE MOW STRIP. SEE DETAIL 313. O CONCRETE VALLEY GUTTER, SEE DETAIL 213. 1® SLOPE SLAB AND WALKS AS NECESSARY TO DRAIN.WIFT MIN. 11 TANK SHALL BE ORIENTED AS SUCH THAT THE FUEL PUMP IS LOCATED FACING NORTH. © PROVIDE (2) #B T&B DOWEL WITH HOOK INTO PERIMETER DOWNTURN EDGES, 4 LOCATIONS. 'A �E Mkfl of SHEET 2 BOLT CIRCLE AND ANCHOR BOLTS BY POLE MANUFACTURER. TWO GALVANIZED HEX NUTS AND WASHERS PER ANCHOR BOLT. (SXq REBAR VERTICALS, W1#3 TIES ON 12" CENTERS. WELD INTO ASSEMBLY, VERIFY W/POLE SUPPLIER 4 GRADE 10'-0" X 5/8" COPPER CLAD STEEL GROUND ROD WITH CODE 24" APPROVED GROUNDING CLAMP. ROUTE BARE #S CU CONDUCTOR VIA 1/2" PVC C. TO GROUND LUG IN POLE BASE AT HANDHOLE. CAPPED 1" NMC FOR FUTURE AT 72., 24" BELOW GRADE WHERE SHOWN ON PLAN. 24" DIA. CONCRETE BASE W 2" EXPOSURE ABOVE GRADE, AND 1" CHAMFERED EDGE. BRUSH FINISH ALL EXPOSED SURFACES 4000 PSI CONCRETE W/AIR ENTRAINMENT �1 LIGHTING UNIT FOUNDATION 3 SCALE: NONE NOTE: GUTTER SHALL SLOPE FROM SOUTH TO NORTH ATy" PER FOOR ffN" Par F 5' MIN. AGGREGATE BASE CONCRETE VALLEY GUTTER 3 SCALE: NONE 3/S" CROWN COAT AS SPECIFIED 1 4" DIA STEEL PIPE BOLLARD 4'-0" EMBED IN CONCRETE AND FILL WITH CONCRETE 12" 12" 112" EXPANSION JOINT LOPE' SLOPE .i . 1 rl 1 SOUARE �1 BOLLARD DETAIL 3 SCALE: NONE BASE SUB -GRADE PAVEMENT SURFACE AS INDICATED 0 TYPICAL SECTION CONCRETE WALK 3 SCALE NONE 0 0 q F qF L�o'm 9 d�dGoo SHEET 3 s -5hygc c-MEF. P..NE�BOrRD PPMCA_ 120I240V 10. 3w, 22MAIC 1 100A MCB O !el FCNEI.BOARC Pl.MU4 4EOV'27IV 30 4, 4cy, MCF SQUARE(S), AS NECESSARY, FOR CONDUIT INSTALLATION 3/4"-2 #12, 1 012G O up) FUEL TANK STRUCTURAL SLAB SHALL BE 5-0" FROM BACK OF CURB. THREE BOLLARDS SHALL BE INSTALLED AT LOCATION SHOWN ON SOUTH SIDE OF FUEL TANK AT 6-0" INCREMENTS. BOLLARDS SHALL BE INSTALLED T-0" FROM BACK OF CURB. MAINTAIN T-0" SIDEWALK ON NORTH SIDE OF FUEL TANK — BOLLARDS=" INVVL W&TA -L E Ar 3 , / 15 T•— ATCH SIDEWALK CHANGES COEXISTTIING BACK OF CURB E EWALK ELEVATON TOV TION FUEL TANK STRUCTURAL SLAB DETAIL BOLLARD. TYP, 3. SEE DETAIL. NOTES: RELOCATED FUEL TANK SLAB 1. CONTRACTOR SHALL FIELD VERIFY ALL SUBSURFACE CONDITIONS WITH GEOTECHNICAL ENGINEER. REFER TO GEOTECH REPORT FOR ADD'L INFO. 2. CONCRETE AT SADDLE LOCATIONS SHALL BE LEVEL. 10 Ye"/FT (MIN.) 8" #4 CLOSED TIES AT 15" OC MAX FULL LENGTH OF EAST AND WEST SIDES. OK TO OMIT AT NORTH AND SOUTH DOWNTURNED EDGES AT CONTRACTOR OPTION 15W" FUEL TANK SLAB (TYP.) , • 10" THICK UTILIZING 4,500 PSI CONCRETE WITH S% AIR ENTRAINMENT 2 MATS #5 REBAR INSTALLED AT 12" O.C. EW/EF. CHAMFERED EDGESICORNERS • 3' DOWNTURNED EDGE ALL AROUND W/ 2-SETS OF(2)#5 CONT 3.S 24" WALK 0 VALLEY GUTTER Ye"/FT(MIN.) 2"CLR � �g O9 (TYPJ Ye"AFT (MIN.) I CUR (TYP)/�_________________ 4" CRUSHED STONE COMPACTED & JIN / WRAPPED IN GEOTEXTILE FABRIC SET OF 2#5 TOP 8 SIDE ' EARTH FORMED ISF OK AT CONTRACTOR'S OPTION. OBF MUST BE FORMED. 20 SECTION A -A N o V iR E =5gg� 0 4 W N� H #2 AWG BARE CU COPPER GROUND CABLE (TYP.) GENERAL NOTES: -GROUND ROD (TYP.) 1. FOLLOWING COMPLETION OF WORKGRADE AS NECESSARY TO O PROVIDE POSITIVE DRAINAGE AWAY FROM FUEL TANK SLAB. O TANK SADDLE AND CONN TO 1 CONCRETE BY TANK SUPPLIER 6. BEAM TOP BAR AND TIES F 1/� EXTEND UP INTO SLAB (2) SETS OF 205 SIDE REINF CLEARANCES PER 1'x3'A" CONC BEAM THUS: ALIGN W/ TANK SADDLES. CONCRETE AT SADDLE #4 CLOSED TIES AT 18" OC LOCATIONS SHALL BE LEVEL MAX FULL BEAM LENGTH REFER TO DETAIL 1/2 —(2W8TOP&BOT e BEAM SECTION DETAIL O 2 SCALE: NONE U 2'-0" SURROUNDING STRUCTURAL SLAB. SEE DETAIL 413. CONCRETE DOWNTURNED EDGE ALL AROUND 3" CUR (TYPJ STRUCTURAL FILL COMPACTED TO 95%STD PROCTOR. PROVIDE AT UNSUITABLE SOILS AND FOR EXCAVATION OF DOWNTURNED CONCRETE EDGES. REFER TO GEOTECH REPORT. KEY NOTES' iO. PANELSOARD RP -MCA IS A SQUARED TYPE NO PANELBOARD. e. REPLACE TWO EXISTING 20A/1P BREAKERS AT CIRCUITS 2 AND 4 WITH NEW 20A/2P BREAKER TO SERVE THE FUEL TANK b. USE THE EXISTING 20A/1 P BREAKER AT CIRCUIT B TO FEED THE NEW AREA LIGHT AND RECEPTACLE. ELIMINATE FROM..PROVIDE UPDATED TYPED PANELBOARD SCHEDULE. QUOTE: BOLLIDE NEWAREA LIGHT/POLE/CONCRETE BASE. POLE TO DUPLEX RECEPTACLE MP, GFCI) MOUNTED ON POLE AT ASSOCIATED 21-INCHES ABOVE GRADE. BOLLARD O STUB Y.' CONDUIT S-FEET OUT FROM BASE OF POLE AND CAP UNDERGROUND FOR FUTURE USE. ROVIDE A GROUND ROD AT EACH CORNER OF THE FUEL CONCRETE, A �ANKWITHGROUNDLOOP.BONDGROUNDLOOPTOFUEL TqB ASE AT TWO LOCATIONS. CONCRETE V�IeRo DE EMERGENCY SHUT OFF SWITCH TO INTERUPT R TO FUEL TANK. 43MM MUSHROOM HEAD ON NEMA 4X GUTTER ON EA STIC) BOX WITH 20-AMP RATED CONTACT BLOCKS. E LABEL READING 'FUEL PUMP SHUT-OFF OR SIMILAR. SIDE OF FUEL T SWITCH NO CLOSER THAN 20-FEET, AND NOT FURTHER THAN 100-FEET, FROM FUEL PUMP, WALKWAY © PROVIDE LED AREA LUMINAIRE, LITHONIA: DSXI LED P440K T4M MVOLT RPA PER DBLXD, DESCRIPTION: 14,182 LUMENS,125 WATTS, TYPE 4, PHOTO ELECTRIC RECP, PAINTED BLACK. ORIENT SWITCH (PE) WINDOW TO POINT N.E, 7O. PROVIDE 20' ROUND STEEL POLE, UTHONIA: RSS 204E DM19AS TP DBLXD. DESCRIPTION: PAINTED DARK BLACK, GALVANIZED ANCHOR BOLTS. MOUNT ON LIGHTING UNIT FOUNDATION PER DETAIL 113. O8 BOLLARD. V O.C. SPACING W/24" CONCRETE MOW STRIP. SEE DETAIL 3/3, OB. CONCRETE VALLEY GUTTER, SEE DETAIL 213. 10 SLOPE SLAB AND WALKS AS NECESSARY TO DRAIN.)•"/FT MIN. 11 TANK SHALL BE ORIENTED AS SUCH THAT THE FUELPUMPIS LOCATED FACING NORTH. 12 PROVIDE (2)#8T&B DOWEL WITH HOOK INTO PERIMETER DOWNTURN EDGES, 4 LOCATIONS. r U 0 x = 3 d a > Q Y z w ti w r U w " w 3 oa a > m a a a a SHEEP 2 i