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SITE NOTES KEY NOTES
<br /> VACANT LAND SIT \
<br /> 13 1 14 10 la 17 la
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<br /> ZONED LOW DENSITY RESIDENTIAL \SHEETS\SITEPLAN SITENOTE G:\DIV\SR\KEYNIS
<br /> ��T _- 1, THE INFORMATION REGARDING THIS SITE WAS OBTAINED FROM A SURVEY BY
<br /> 2M2 DATED 8/26/97. THE CONTRACTOR SHALL VERIFY THE EXISTING DIVI" I - 2WgIJT10N
<br /> - -'''`�^l '-- SITE CONDITIONS AND VERIFY ALL SITE WORK TO BE DONE BEFORE COMMENCING
<br /> WORK. IN THE EVENT THAT A CONFLICT OCCURS, THE CONTRACTOR SHALL 1.1 CLEAR AND GRUB AND REMOVE BASE ROCK EN11RE SITE
<br /> NOTIFY THE COMPANY REPRESENTATIVE BEFORE PROCEEDING WITH ANY WORK, 1,2 CURB, GUTTER, SIDEWALK AT DRIVEWAY, SEE CIVIL DRAWINGS,
<br /> I.J SHOPPING CENTER AREA LIGHT
<br /> 2. CONTRACTOR RESPONSIBLE FOR HIRING SURVEYOR TO STAKE PROPERTY LINES 1.4 STORM DRAINS & CATCH BASINS.
<br /> AND BUILDING LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br /> SCHULTE ROAD PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING W51014 2 - TrtlWt
<br /> CONSTRUCTION,
<br /> J. ABANDON ALL EXISTING ON-SITE CONDUIT LINES AND UTILITY LINES, 2.1 PLANTER AREA, SEE LANDSCAPE SHEETS
<br /> L 25'-0" 51'LO" EXISTING UTILITY REMOVE OR RELOCATE EXISTING LINES THAT NEED TO BE IN OPERATION 2.2 MOW STRIP, SEE DETAIL A4 ON SHEET S02
<br /> E%ISTINC DRIVEWA BUILDING LOCATION BOXES IF THEY INTERFER WITH PROPOSED CONSTRUCTION. CAP ENDS OF EXISTING 2.3 TRENCH DRAIN, SHEET Cl.
<br /> ABANDONED PIPES IN ACCORDANCE WITH U.P,C. 2.4 A.C. PAVING SEE SHEET Cl.
<br /> 2,5 DRIVEWAY DRA
<br /> 4, ALL BUILDING AND CANOPY GUTTERS SHALL BE CLEANED AND WATER TESTED 2.6 CATCH BASINR CITY
<br /> SEESUTI UTILITY RTPLAN. SHEETL C3,PoNGS.
<br /> TO INSURE PROPER DRAINAGE, 2.7 CURB & GUTTER, SEE GRADING PLAN, SHEET CL
<br /> 5, FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2-A, 20-8:C SHALL BE PROVIDED 2.9 RE,LLOCAT CDR9VEWAY, SEE CIVIL DRAWINGS.
<br /> y` " . w w + . " , y V y " , " , w �B w �V�] RD LOCATED BY 0 SPENSER OR FTOR PIFEH PHA N THEY ARE NOT MORE CTH THAN L 5 FEET RESTORE LANDSCAPING
<br /> _ ---•--- ��\r\Y ( `a"-'^-x� " "' w - w w "J' y REPRESENTATIVE A O MUNICIPALITY REPRESENTATIVE NUT 2,1� CLEARANCE SIGNASEE DETAIL EI3 ON SHEET SD3
<br /> - D":� a E C U, ,C. 5202. ). 0
<br /> LOCATION AND INSTALLATION METHOD.MU TIVE F EXACT CRETE KEY PAD, WITH LIGHT SEE DET. G4 ON SHEET SD2
<br /> x .� „ w
<br /> K H 1 - "- » �I -� .,r.----x.-" . « 6 I xl 2.15
<br /> �c„t y
<br /> w « « y r �l` .n ♦ "
<br /> / U' 2,13 RAI$EO CONCRETE WALK.
<br /> " « .: V " i « + -- NECESSARY (DO N07 LL PA E 214 OAST 18 TANK AOF PARKING
<br /> CKFILL RNPBEYOND ACE THCU CURB ETRILOW SLEVEL LOANDSCAPING
<br /> !! '` " R'w « ' " + " « •• ', y . (,�-- - 7. AEGEOTECHNICALAIiEPORT HAS BEEN PRE AIREDDEAN ALL SURFACES OF RpR MASONRY
<br /> ROREC f.EC0AFFITI AND REPAINT 1N5U1i 171EDISPENSER7 ON SHEET SD2
<br /> 2 16 VANA CE BLO K SEE DETAIL E r
<br /> BEARING / 2 17 VAN ACCE5518LE PARKING SPACE 'EE DETAIL G7 ON SHE Sp2 K
<br /> 2 r " 5 '-i° ` `"mt
<br /> REQUIREMENTS, THE SOIL ENGINEER SHALL BE RETAINEl7 0 PROVIDE OBSERVATION LION 'E'f� - -ICTILI7T'-1Nc y+,k.6+T10N8 9i DRi'Cltlf`2R5(7YV) (RL+LDCh[E A8) +r,YQ(yRBV�
<br /> +� + � " i + SIGN SETBACK „ AND TESTING SERVICES DURING GRADING AND FOUNDATION PHASE OF
<br /> 58938 17 E 791.05' « " w « " ' ° «
<br /> n CONSTRUCTION PER GEOTECHNICAL REPORT BY KORBMACHER ENGINEERING. VT3i9N - C,OIG"m
<br /> LAAO. V o JJ 9 5" 12'-0" O "TRA N OR MEf� INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING Mr 1.
<br /> 1 /i° YJA4 ' v1 m LIGHT o'BLDG WORK o 'v AS SPECIFIED ON PAGE 10 OF THE REPORT. J.1 VACUUM UNIT PADNCRETE YARD , DETAIL GI ON SHEET SD2
<br /> 5'_8» 15- POINT 12-0" DRIVE L; LIGHT 10.1 �I`� � ,
<br /> CENTERED ON OPENING 4' " '" ." + 8. CONSULT SHEET SNI FOR ALL SIGNAGE LOCATIONS AND DETAILS. SEE GRAOING PLAN, SHEET Cl,
<br /> --' 2''N - -'.. - T "'LLL_ 3,3 RE3,2 EIINFORCED CONCRETE EXTENT,
<br /> SLAB, SEE F" SHEETS,
<br /> 21 R=2J-0 18- - - -�Oi_O"- - - - - -1 " w 3.4 ACCESS18LE CURB RAMP, 4 MIN. WIDE.
<br /> • 4.2 I ° . f:� WITH GROOVED WARNING STRIP W/GROOVES 1/4"W,1/4"0 0 3/4"
<br /> 891 S0. FT. 2.3 " + " " 'Y\\ySSll
<br /> R=14'-6" CAR WASH g•5 212 V O.C. TO BE 12" WIDE AT TOP OF RAMP. (SEE GRADING PLAN)
<br /> '' _-= • I w w DIVISION 4 - MASONRY
<br /> n 14-4 25-1 I » w •� . « « 4.1 NOT USED.
<br /> R:27'-0' I
<br /> 4,2 CONCRETE BLOCK CARWASH WITH CEMENT PLASTER FINISH.
<br /> ,G I R®14,_6„ « ..
<br /> 2.10 I 16,2 !0 10,8 3,7 I " » I -_pa5i(X4 0 - METALS
<br /> w w
<br /> I
<br /> •" - ",^7; I--- ""' --- 5.1 6 t :- 3,4 " " w « » 5.7 STEEL TRASH ENCLOSURE & GATES, SEE STEEL FABRICATOR DRAWINGS
<br /> 11.1 I w „. AND DETAIL AT ON SD3.
<br /> '=9' t « « „ 5.2 38 X 85 STEEL CANOPY, SEE STEEL FABRICATOR DWGS, AND SHEET CA-1.
<br /> hl Em
<br /> H ~ ( -7 $ L TION CK 2112A 'o �- • • 7.� + +" 5.3 807 USED
<br /> " 5.4 8" SO SIL GUARD POST (TYP, OF 12 AT DISPENSERS). SEE DETAIL
<br /> ( _ 2 0 rhe 2.11 « ' i « « « KIO ON SHEET 502
<br /> 10,4Wi+I 5.5 4' SO. STEEL GUARD POST (TYP. OF 2 AT AIR/WATER UNIT, 2 AT
<br /> t((FTTIy __ a CAR WASH KEY, 2 AT CAR WASH ENTRANCE, 2 A7 VACUUM UNIT, 2
<br /> v �y� 2.0 703 ® w + + " wi " AT TRASH ENCLOSURE, & 2 AT CAR WASH EXIT) SEE DETAIL GIO ON
<br /> >� ) ,7 r - w�AN• 'gi r SHEET SD2
<br /> nd' r Y
<br /> i9 _ DIt d2 o o E 7 RmY-6 I w + . 6,pVISICN „FRAM
<br /> WOODE BUILDING. SEE "BUILDING DRAWINGS" FOR INFORMATION.
<br /> 2.15
<br /> G
<br /> - a a - .� I ity - « • " + w .. pNSip'+ 9 - FNu51tE5
<br /> J _A _ ao 0 ASSUMEp PROP i6 •� •. w «
<br /> Q a > RAJ'-0 ' �=s+.,a « » 91 PAINT 4" WIDE STRIPES - WHITE.
<br /> Z R=5'-6" 91 +1 rI E;:.r a�'�. 2.9 2.2 .� w w » ,,, U DIVT$IQII 10 - SPECIALTIES
<br /> DO.i as �.... IF J 9,-O„ R 3 0 " w Cal
<br /> W O I I3'-0" O t 4 III TYR. 2'6 I ° " " " " « w Q 10.1 CHEVRON MONUMENT I.D. SIGN, SEE SHEETS SNI & SN2.
<br /> U = 6 -0 ro N 3 �i y 10.2 CANOPY SIGNS, SEE SHEETS SNI & CAI,
<br /> U V1 5'-0" 17'-0" °' of 78�_O" II 6'-O" 35,-0 5.0" 12'-p ."a " •� Q W 10.3 BUILDING SIGNS, SEE SHEET SN1
<br /> Z O -'� •_ a » w . I w « « Z -I 10,4 CLEARANCE SIGN, SEE DETAIL Eta ON SHEET 503
<br /> 8 I (E) PG 3 2 1�' o + y < Q 10.5 LEVEL IA SPANNER (TYP.)OF 6).
<br /> M 1 OI I �... VAULT III 1.3 33 '.2,14 r I- Z _- ' 10J iR�SH VALET {iYP, OF 6).
<br /> ^� 107 ', 131 14,-g 132 C0011 Q W SITE PLAN ABBREVIATIONS AND LEND 10.8 VAN ACCESSIBLE SIGNAGE W/ TOWAWAY, SEE DETAIL G7 ON SHEET S02.
<br /> m y I L._ 2.4 (- -�Q1 _ _ _
<br /> cx5 w I I Ds -
<br /> F Z I I n U"� ^- - - ,.,+ DIV\SR\SHEETS\SITEPLAN\SITELGND pNSKXi 11 - EQUIPMENT
<br /> SOL. -I I. 10,6 \ I ,a ISER �: _..-� _ _ ...,......"...._.
<br /> 11.1 AIR & WATER STATION W LIGHT. SEE DETAIL 013 ON SHEET 5D2.
<br /> tv Ras 0" 1 `E50+ 218 G I! Y -_ E50 ®- -O / � I_ - TANKSh � "� ra rrr LL. - BLDG. SETBACK LINE P.00 POINT OF CURVATURE 11.2 var,VUM UNIT WITH FIBERGLASS SILENCING HOOD, BY UTHEHS. +""
<br /> w 16.1 I yB:,yWLIL�_ O O
<br /> Z N B
<br /> O I I _ y �' - CENTER INE R RIGHT 0
<br /> r S r` E e EXXIISTINGL
<br /> O� I , �r/i r � l �. - FACE OF CURB EQUAL SIM, - SI TYPICAL
<br /> IJ.2 VENTORI05ERSl CCNS7RVC170N
<br /> p) R,O.
<br /> 00
<br /> L__..__,____ O ry FNO•E - FACE OF BLDG, SLAB SHT OIV15MY.i 13 T SPECTRAL• & (1) 15,000 GAL UNDERGROUND FUEL T0.NK.
<br /> " .._-_._____ ._._ `�._ ... ..._ _....'+ N,_-... .Fc�1 v e w rxir'_ctc[ rf 1l 'l� .✓ 04 �u ® 13.3 MULTI-PRODUCT
<br /> OF 6SEE "F" SHEETS.
<br /> 13,3 rr r.J'� d FUEL DISPENSER WITH BLENDING VALVE,
<br /> - - :1. SEE SHEET CAI & "F" SHEETS.
<br /> __ ......___- n� W�� _.., _ _ A__ „,.,_ __._ _ r� r ` PROPERTY LINE
<br /> •• g.2 II 54 I { PLANTER CURB
<br /> �. 2 18 II " y 10 - ELECTRICAL
<br /> �`�t "' XX'-%%" INDICATES LENGTH OF CURB ALONG YARD 510E
<br /> m gVISiON
<br /> o E ��` II 16.1 YARD LIGHT (TW. OF 6T, SEE DETAIL E16 ON SHEET SD2.
<br /> 10.2 4� ry ` d MULTI PRODUCT DISPENSER 16.2 MAIN SWITCH CARD, SEE SHEET E-1, E
<br /> ' ® ` 2'4 LJ 3.2 I V TRENCH DRAIN 16.4 AREA LOWER LIGHT NC. OF 2), SEE DETAIL J16 ON SHEET 802,
<br /> T ,4 i1 6.4 TRANSFORMER & CONC. PAD.
<br /> r / �'PO• o ,
<br /> ( i r 27 R=6-6" I e h 29
<br /> o IC`� I r " OFF-SITE LANDSCAPING AND SIDEWALK AREAS BY OTHERS
<br /> . Y:� I J
<br /> a
<br /> N8438'17"W 191.05
<br /> T COL Wim_ ` + _ - - - - - ACCESSIBLE PATH 0 5% MAX. SLOPE & 2% MAX. CROSS SLOPE.
<br /> 00 01
<br /> N 49'-2" 75'-2' n'fE ryEyt4itSN,y,9 --
<br /> Z CANOPY LOCM ION TANK LOCATIONLull
<br /> I�� � �
<br /> 73'-5'
<br /> PROPOSED ACCESS B.S.L.
<br /> C
<br /> NEW
<br /> 755 SOUTH TRACY BLVD.
<br /> TRACY, CALIFORNIA
<br /> e j' LUCKY SHOPPING CENTER
<br /> DEVELOPMENT PLAN FOR e
<br /> �� -
<br /> PAD 3
<br /> _ _
<br /> / ARCHITECTURE a ENGINEERING ENVIRONMENTAL SERVICES
<br /> NN1-1Tf'I O 10 20 40 60 1137 N. Mc DOWELL BLVD, PETALUMA, CA 94954 (707) 785-1660
<br /> V1 Y ub OO GAWP IxC JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER
<br /> W
<br /> - 1
<br /> RHIL.. RF_VBEW 94FT1AL DATE DATE: 13AUG97
<br /> U PRELIMINARY
<br /> PLANNING DR, BY: F,`P�jt
<br /> G A
<br /> Z STEEL OID -
<br /> O .. Trc„ SCALE: 1°=20'-O" BLDG PERMIT 7 MPR,; M,�M
<br /> Z - �'� GENERAL BID T{ A
<br /> PERMIT REVS RNL / 8058.20
<br /> Ji
<br /> O��( C •r_. Ua' �7e r �', LA +✓�4j R�G`'� Yt J(,�..I�1M1�lJ, I`'�Lr1AVP � (.7����1 XISf .) ,: .� r' ' C 10 n 12 Da STonst'u"N SHEET
<br /> ae drawing
<br /> not urucllon
<br /> +•�•ca�mn;�:.'.,.,."Ga",. unless intitided
<br /> XRE S �I\I;AD', z}i: `� g55`?'� U /(- � , � - � 13 �T la les n is
<br /> WI.PiL-A.DW(,, F �CAD��36582�at,.1�32SI�V.DWG
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