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<br /> VACANT LOT CTD KEY NOTES SITE NOTES
<br /> -X _x _ --:- •---- -')t�... %_ --":--,: X --H ----X^ -^- , i(--'-- K'"-- )��-- �f-- Sfi OTLS 4000
<br /> . ' � � � v00' 21' 36" W � � � � .127.95 OIV� � � / /NOTES/0200NO2C
<br /> DIVISION 1 - DEMOLITION / M
<br /> 1.1 REMOVE (E) 0.41' STORAGE TANKS. ,SEE $ITE WORK NOTES 14 &'1 1. THE INFORMATION REGARDING THIS SITE WAS OBTAINED FROM A SURVEY BY
<br /> . - - BURRELL ENGINEERING, DATED MAY 18, 1995. THE CONTRACTOR SHALL VERIFY
<br /> - 7.2 REMOVE (E) CANOPY, DISPENSERS, LIGHTER BOX, ISLANDS, PAY BOOTH THE EXISTING SITE CONDITIONS AND VERIFY ALL SITE WORK TO BE DONE BEFORE
<br /> -
<br /> _ AND DRIVE SLAB. COMMENCING WORK. IN THE EVENT THAT A CONFLICT OCCURS, THE CONTRACTOR
<br /> YARD LIGHT - - 1,3 REMOVE (E) CATCH BASIN. SHALL NOTIFY THE COMPANY REPRESENTATIVE BEFORE PROCEEDING
<br /> 2'-O" 62'-0' WITH ANY WORK.
<br /> 2.2 1.4 REMOVE (E) AIR/C-59 TER REEL & FRAME. 2, CONTRACTOR RESPONSIBLE FOR HIRING SURVEYOR TO STAKE PROPERTY LINES
<br /> o I p_} 2.13 YARD LIGHT ib-70 I I 1.5 REMOVE (E) C-59 POLE SIGN W/ LPS. AND BUILDING LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br /> " I r 1.6 REMOVE (E) WASTE OIL TANK & SLAB, SEE SITE WORK NOTE 14 & 15. PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING
<br /> LIGHT 1.7 REMOVE (E) PLANTER CURB AND CONCRETE FILL. CONSTRUCTION.
<br /> K10 1.8 REMOVE (E) VENT RISERS. 3. CONTRACTOR MUST VERIFY THAT SITE DRAINAGE IS NOT IMPAIRED BY NEW SITE
<br /> A-3 IMPROVEMENTS. IN THE EVENT THAT A PROBLEM WITH THE DRAINAGE FLOW IS L
<br /> L 10'-OS 41'-6" SIM,) 16'-0" '-6" 1 9 P 0 C 1.9 REMOVE(E) GUARD POST (TYP). DISCOVERED THE CONTRACTOR SHALL NOTIFY THE COMPANY REPRESENTATIVE
<br /> 013 ENCLOSED ADDITION BEFORE PROCEEDING NTH ANY WORK IN THE PROBLEM AREA.
<br /> 3.1 1.10 REMOVE (E) PHONE BOOTH AND GUARD POSTS.
<br /> ! m
<br /> A-3 4. ALL NEW ASPHALTIC CONCRETE PAVING AND CONCRETE WORK SHALL MATCH THE
<br /> e 212 R=9'-'2' 1.11 REMOVE (E) A.C. PAVING. EXISTING GRADES AT LIMITS OF WORK. DRAIN CONCRETE SLABS AWAY FROM
<br /> - K13 54 212 1.12 REMOVE (E) METAL ENCLOSURE. FROM DISPENSERS AND BUILDINGS,
<br /> I
<br /> A-4
<br /> 'sr \11 1,12 6'-6' I 1.13 REMOVE (E) LOW LEVEL YARD LIGHT, POLE & FOUNDATION. (TYP. OF 3) 5. REPLACE EXISTING A.C. PAVING AND/OR CONCRETE AS REQUIRED DUE TO NEW
<br /> 3.4 1 6 5.5 , ___ _ - I 7.14 REMOVE (E) CURB AT SIDEWALK, CONSTRUCTION, INSTALL NEW PAVING PER CUSA SPECIFICATIONS.
<br /> 6.4 R-10•_p• 7.75 REMOVE PORTION OF (E) STORM DRAIN LINE BETWEEN (E) CATCH
<br /> fU 6. EXISTING A.C. PAVING AND/OR CONCRETE SHALL BE CUT TO A NEAT, STRAIGHT
<br /> P.O.C. BASIN AND PROPOSED RNING STRUCTURE. LINE (WHEN APPLICABLE). A.C. PAVING EXPOSED EDGES SHALL BE TACKED
<br /> 1.16 REMOVE (E) SWALE, PATH EMULSION PRIOR TO PAVING,
<br /> K 1 Gi6A 33 152 DIVISION 2 - SITE WORK 7. NEW CONCRETE PAVING TO BE SEALED ENTIRELY WITH C & L COATING K
<br /> b p-} _ ..- _ _ �" 2.3 n WB-20 AQUA CRETE.
<br /> 2.= (E) APPROACH TO REMAIN.
<br /> 2.2 (E) WATER WELL. VERIFY IF CAPPED. 8. THE CONTRACTOR SHALL MAKE PROVISIONS TO HAVE ALL EXISTING ON-SITE
<br /> CONDUIT LINES AND UTILITY LINES ABANDONED, AND REMOVE IF THEY ARE
<br /> o 2.3 (E) PLANTER CURB TO BE REPLACED INTERFERING WITH PROPOSED CONSTRUCTION. RELOCATE EXISTING LINES
<br /> 2.4 OMIT THAT NEED TO BE IN OPERATION IF THEY INTERFERE WITH PROPOSED
<br /> I 15.1 I
<br /> ^2 25 (E) C-140 HIGHWAY SIGN TO REMAIN. TOUCH UP PAINT AS REQUIRED CONSTRUCTION. CAP ENDS OF EXISTING ABANDONED PIPES IN ACCORDANCE
<br /> ROOBLINE 07 a PER CHEVRON ENGINEER. `MTH THE UPC.
<br /> 2.6.3o (N) TURNING STRUCTURE. SEE SHEET P-1. 9. BUILDING AND SHALL BE CLEANED AND WATER TESTED
<br /> 16.7 oti 27 (N) 10 GAL CATCH BASIN (TYP, OF 2) 10. FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2A20BC SHALL BE PROVIDED
<br /> 2.8 PAINT STRIPES FOR (N) 9' X 22' PARALLEL PARKING SPACE (TYP, OF 3) AND LOCATED BY CONTRACTOR SUCH THAT THEY ARE NOT MORE THAN 75 FEET10.9 ! - FROM ANY DISPENSER OR FILL-PIPE OPENINGS (U.F.C, 79.908): CONSULT
<br /> 2.9 (N) REMOTE AIR/WATER STATION W/YARD LIGHTK73CHEVRON REPRESENTARVE AND FIRE MUNICIPALITY REPRESENTATIVE FOR EXACT
<br /> R=8'-0" 'T` [ 5.4 A-4 ' 210 (N) LANDSCAPING & AUTO IRRIGATION. SEE 'L" SHEETS. LOCATION AND INSTALLATION METHOD.
<br /> 2.11 (E) SEPTIC HOLDING TANK TO BE FILLED AS REQUIRED. 11. CONTRACTOR SHALL CLEAN ALL SURFACES OF GRAFFITI ANO REPAINT IF
<br /> 16C K10 G13 D7 4'-0" 9 0' -1.4NECESSARY (00 NOT PAINT E%ISRNG UNPAINTED MASONRY SURFACES).
<br /> A-3R-8'-0' 2.12 (N) METAL ENCLOSURE BY STEEL FABRICATOR TO MATCH BUILDING.
<br /> A1O SEE SHEET B-2. 12. A SOILS REPORT HAS NOT BEEN PREPARED FOR THIS PROJECT. ALL FOUNDATION
<br /> - A-3 2.13 REPAIR (E) WOOD BUMPER FENCE AS REQUIRED PER CHEVRON ENGINEER. DESIGNS SHALL BE BASED ON A SOIL BEARING CAPACITY OF 1,000 RS.F SEE
<br /> PAINT DARK GREY. CHEVRON SPECIFICATIONS FOR PAVING DESIGN REOUIREMENTS.
<br /> F.0.8. -
<br /> ' 0
<br /> o I 6' 7" 70 0t 0 2.14 OMIT 13. FOR ALL (N) RELATED TANK & PIPING WORK, REFER TO 'E' SHEETS, 'F' SHEETS,
<br /> H o 2.,5 SHEET L-2 & SHEET P-1.
<br /> � r (N) 9' % 20' STANDARD PARKING SPACE (TYP. OF 8).
<br /> T 10,2 ® 2'11 2.16 VAN ACCESSIBLE HANDICAP PARKING SPACE W BLDG. AUTO SIGNAGE. 14, CONTRACTOR SHALL ALLOW FOR 24 HOUR TURNAROUND TIME FOR SOIL ANALYSIS H
<br /> A4 / RESULTS BEFORE BACKFILLING TANK HOLES OR SETTING NEW TANKS. CONTRACTOR
<br /> A-3 16 2 I R=4'-0" of G4 3.5 2.17 (N) CURB & CUTTER TO ALLOW FOR EQUIPMENT AVAILABILITY TO HANDLE ANY CONTAMINATED SOIL
<br /> ' (ADD'L EXCAVATION, SPREADING, ETC.)
<br /> 'o F.(6)B iD A J _ _ =0 2.18 - (N) TELEPHONE BOOTH.
<br /> 1 I 2.15 2.76 I 15, COMPACTION OF SHALL BE IN ACCORDANCE WITH PROCEDURES OUTLINED
<br /> 2,79 (N) CONIC PARKING BUMPER (TYP. OF 7) IN THE GENERAL SPECIFICATIONS. COMPACTION TESTING & CERTIFICATION
<br /> 9-6" -- "G7 m 4.1 "' WILL BE REWIRED BY CHEVRON ENGINEER & SHALL BE THE RESPONSIBILITY
<br /> A-y o DIVISION } - CONCRETE OF THE GENERAL CONTRACTOR.
<br /> 0
<br /> I � v
<br /> 3.1 (N) RAISED YARD LIGHT FOOTING (TYP. OF 2).
<br /> �U` a 32 (N) 6' FISERMESH REINFORCED CONC. YARD.
<br /> SEE SHEET A-2 FOR SLAB JOINT INFORMATION.
<br /> C] I
<br /> 3.3 (N) CONC. SLAB AT METAL ENCLOSURE. SEE STL. FABRICATOR
<br /> i R=4-9" DRAWINGS. (TYP.) �
<br /> I 71'_0• y_6• G4 ( 3.4 (N) 10'-0" STEEL GATES (TYP. OF 2 PAIRS). FOR FOOTING
<br /> ' NEW PARKING AREA 3.5 A-3 ' J _ INFORMATION, SEE STEEL FABRICATOR DRAW1NG5. A
<br /> I-'�- p 3.5 (N) PLANTER CURB
<br /> 3.6 (N) CONCRETE TANK SLAB. SEE GRADING PLAN (A-2) AND "F" SHEETS
<br /> FOR TANK SLAB AND JOINT DETAILS.
<br /> 7 o DIVISION 4 - MASONRY SITE PLAN ABBREVIATIONS AND LEGEND
<br /> 16'-6" m .n 4.1 (E) CONCRETE WALL TO REMAIN, INSPECT AND REPAIR AS REQUIRED --
<br /> p N PER CHEVRON ENGINEER.
<br /> t� TANK LOCATION -
<br /> F K10 Gi6C - a DIVISION 5 - METALS F
<br /> A-} A-V _ I 13'-9" 3'2 ' 5.1 (N) STEEL COLUMN & FOOTING (TYP. OF 6) SEE STEEL FABRICATOR f (,ENTER LINE P.O.C. = POINT OF CURVATUREz DRAWINGS.
<br /> COLUMN
<br /> w f - L. = COLUMN R - RADIUS- EXISTING R.OW, - RIGHT OF WAY
<br /> ,I I - I (cc(E
<br /> v� 5.2 (N) 38' % 85' STEEL CANOPY W/ (N) COLUMNS & E� EQUAL SHT = SHEET
<br /> j r r� ---v v- '� �r 1 8 DOWNSPOUTS. SEE SHEET A-4 & STEEL FABRICATOR F.O.B. - FACE OF BUILDING SIM. = SIMILAR
<br /> DRAWINGS. F.O,C. - FACE OF CURB TYP. = TYPICAL
<br /> I 108 013 ( 5.3 (N) 6" GUARD POST (TYP. OF 12). (N) = NEW V.I.F. - VERIFY IN FIELD
<br /> . I 5,3
<br /> ' I ;p 0..1 (N) COLUMN CLADDING. (TYP. OF
<br /> 6)3 A 4 5 3 5.4 (N) 4" GUARD POST (TYP. OF 6)
<br /> (E) PROPERTY LINE
<br /> 5.5 (N) 8'-0•x10'-0" BUILDING ADDITION (STORAGE Sc DEALER OFFICE),
<br /> 5.1 DIVISION 10 - SPECIALTIES 6'HOSE MULTI-PRO
<br /> DUCT
<br /> DISPENSER
<br /> 102
<br /> E
<br /> (N) 19" INTERNALLY ILLUMINATED "Food Mort" ON BUILDING FASCIA.
<br /> 10.3 (N) LEVESEE L AS SPANNER SEE SHEETS A-6 & A-7 (TYP, OF 3).
<br /> (N) CONIC. SLAB
<br /> 1 I _ (E) CONIC. CURB
<br /> ,,,._ ,,,,,,,,,,,,,, 10.4 (N) P.0.5. FRAME. (TYP. OF 5)
<br /> j " I I I 70.1 10,5 (N) "Chevron" WOROMARK. SEE SHEET A-9. (N) CONIC. CURB
<br /> 2 1 o I I „ I I ' I 10.6 (N) C-25 LOGO. SEE SHEET A-10. -- ': =_ (E) CONIC. CURB TO BE REMOVED
<br /> k •.
<br /> m o 10.7 (N) C-30 HALLMARK SIGN W/ "Food Mart' & "Fast Pay". SEE SHEET A-5
<br /> A-6. ® ' - CATCH BASIN
<br /> D
<br /> p SHELL
<br /> TELL ' I I� I � I 108 (N) ISLAND TRASH VALET (TYP. OF 6). ® TURNING STRUCTURE p
<br /> 5=3 - I I■ �-.
<br /> t0.9 ( 19' "24 ILLUMINATED SIGN (TYPOF 2)STATION DIVISION 13 - SPECCAL CONSTRUCTION
<br /> _
<br /> - - 1 � P.O.0 13.1 SHEETS FONICERG OUND. FUEL STORAGE TANKS (3-12K) 10'. DIAMETER W' - (E) ROOFLINE
<br /> �� �. i. .L.J -- STANDARD PRESSURE AND DOUBLE WALL FRP PRODUCT PIPING SEE-'7 i'
<br /> o r _ i BUILDING ADDITION
<br /> ! ` 73.2 N VENT RISERS. SEE "F'• SHEETS.
<br /> W n
<br /> (N) CANOPY
<br /> o '0 10.5 H1 I i ' I I I 1 ROOFLINE 13.4 (N) WAYNE VISTA 390 FUEL DISPENSER. (TYP. OF 6) SITE PLAN
<br /> FOR DISPENSER ELEVATIONS SEE SHEET A-4
<br /> In A-! 7, O"
<br /> 3 I I I I I I i I J.6 -0" ' ONISION 15 - ME01ANICAL
<br /> 15.1 (E) NATURAL GAS METER TO REMAIN.
<br /> d' C ' ' I I I - ---- ,� I I I (E) FLAG POLE- - ' m C
<br /> � J I 75.2 (N) HVAC', UNIT. SEE SHEET BM-2, 9-8264
<br /> I in avISION 16 - ELECTRICAL 3775 TRACY BLVD.
<br /> Go
<br /> TRACY, CA.
<br /> 131 . 1,i 1'_g n Z 76.1 (N) 20' NIGH YARD LIGHT (TYP, OF 6).
<br /> 16,2 (N) 20' HUGH TOWER LIGHT (TYP. OF 2).
<br /> 16.3 (N) OVERLAPPING STRIP FLUORESCENT SOFFIT LIGHTING. SEE SHEET BE-2
<br /> .,,, / \ �•" / to z \ �•. / G1 Gt60 --, I '- 16.4 (N) MAIN SERVICE SWITCHBOARD. SEE SHEET BE-1. Chevron
<br /> -
<br /> FUTURE ROW. LINE TAN LA N NE - '
<br /> R=22,_0" A-3 A-} �
<br /> G4 _ Northwest Region B
<br /> Gi G16 A3 013
<br /> B 16,1
<br /> q_} A-} - . n
<br /> s 'I', NORTH
<br /> s 1.13
<br /> 10.7 A7A-3 3 (E) CHAIN LINK FENCE RESIDENTIAL ROBERT H. LEE & ASSOCIATES, INC.
<br /> r'
<br /> R
<br /> K4 26 ,- - -- - 1 -3•- - HN W.NORTH
<br /> McDN, LL BOULEVARD
<br /> ECT JAMES NMTA(76ERVK:EH
<br /> j A 3 2.7 1.I4 - - _--- -4 -.- - -. _._...._ _ (]0]) 765-1b60
<br /> A-3 n _ HOUSES U{�ES 113] NO.4M M<OOWELL 80ULEVARO PETALUMA CA. 94954
<br /> -- A13 \ - ro W. JOHNSON, RHL REVIEW INfTI INO DATERAY, CML ENGINEER
<br /> 40.00' ¢ OO' 21' 36"E F_ I 127.95
<br /> III I LIGHT ll'-6- 26'-6" SIGN 46"-0" 0)t.i6 1.3 PRELIMINARY GATE: 11JUL95
<br /> R=2'-0 PLANNING OR. By, /6d.0
<br /> 2'-3" 6'-6' 0 5 10 20 30 40 STEEL BID FJ,
<br /> r
<br /> o A - (E) WATER METER
<br /> BLDG PERMIT APPR.' „`V/'`
<br /> Z GENERAL BID RHL / 8740.10
<br /> u PERMIT REVS
<br /> QZ TRACY BOULEVARD Do notDCTION SHEET
<br /> Do not use droning
<br /> for construction
<br /> SCALE' 1"=10'-0" unless initialed
<br /> O
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