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<br /> EXI5TIN6 ELEG.VAULT �(E)514ROE35 YO REMAIN
<br /> 70'-0"WIDE 55JID EASEMENT PER Z'184-OR-SBC
<br /> HIbH CHAIN LINK EXISTING DRIVEWAY B �`-7'-11"HF6H CHAIN LINK PROPERTY LINE IDENTIFICATION STAMP
<br /> FENCE Al 20'-0"WIDE Ips FENCE W/20'-0'WIDE (E)TREES TO REMAIN _ 7
<br /> GAYE5-ALTERNATE p2Z7 RELOCATE(E)GAS METER GATES-ALTERNATE•2 - �a�t�,r3Cn GRAVEL AIEM
<br /> V.CdF THE STATE ARCHITECT
<br /> __--__ (E)TREES TO REMAIN -
<br /> qpp.02-117250 INC:
<br /> NLRETE WALK/FLAT WORK REVIEWED FOR
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<br /> FOR ADDITIONAL INFO.REFER TO
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<br /> ``�'L .. FIRE LANE SIPS, I I II Y i
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<br /> Stockton,CA 95204
<br /> -- - ---_- (E)TREES YO
<br /> REMAIN --�� 209.94310405
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<br /> 1 V OONDUIY FOR FUTURE U52 (E)TOW AWAY
<br /> r -J PROPOSED LOCATION FOR EXISTING
<br /> SIGN TO REMAIK _-'RFL 11}
<br /> - (E)SHRUE15 70 REMAIN— - OCATED CANOPY STRUCTURE
<br /> EXISTING GARDEN ii PROVIDE(1)3/4' i T - ALTERATION TO EXI57I46 � Cermw zot9
<br /> TO REMAIN CONDUIT FOR FUTURE USE i .'CLASSROOM BUILDING-PART OF
<br /> -1'-11-HIGH CHAIN LINK ',1 / � � THIS PROJECT-BUILDING p1
<br /> FENCE W/20'-0"WS.DE } _ ASPHALT PAVED DRIVEWAYS —ENTRY FEATURE- 0_CpL1�
<br /> GATES-ALTERNATE a2 1 '^ ,�, (E)WATER LINES TO REMAIN 1z ASPHALT PAVED AR r ALTERNATE n 3 PROPOSED FARM BUILPING-PART OF
<br /> .P b-O ERIMETER AY.._V _ -- ^\ r THIS PROJECT_BUILDING a1
<br /> } / TO ASP CON CRETE WALK _ _ --
<br /> [� (E)OVERHEAD POWER LIKES TO REMAIN-� TO i -
<br /> r 1-11"HIGH WROUGHT
<br /> (E)ELEG SWITCHGEAR TO REMAI F�1 r
<br /> 5T KWAY • '� I 1 1 IRON FENCE Al 20'-O" r -: /i EXI5TIN6 ACCESSIBLE RESTROOMS-
<br /> _ 'WIDE GATES
<br /> - V /J NOT PART OF THIS PROJECT
<br /> • 0. a ALTERNATF aI p-o �Oo ACCESSIBLE RE5TROOM5-PART OF
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<br /> • }0, ' RELOCATED ^ I I 1
<br /> ` } CANOPY 5TR11TURE 4 m $ u9 m I 1 I I p CIIBIIf:
<br /> A L . - > > I I Q e g a THIS PROJECT SAN J0/44UIN DELTA
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<br /> FIRE E'r LIFE SAFETY 617E CONI SUBMITTAL
<br /> Protect No..: 647-12-17
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<br /> PLAN
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<br /> SATES 12'o' YIP.
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<br /> GENERAL NOTES LFA Nov Nm e:
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<br /> 1 VERIFY ALL DIMENSIONS,EXISTING 5 THE PEPE5TRIAN PATH OF TRAVEL(PA.T)IS 6 [WHEN PROv IPEP)ALL 6ATE5 IN PATH OF NOTES' I WgAPhone:_ _
<br /> 1,DURING CONSTRUCTION OF THE FARM BUILDING,SIDEWALKS,AND ASPHALT -`- - -
<br /> CONDITIONS AND METHODS OF INPYGATEP AS A 13ARRIER FREE,COMMON TRAVEL MUST COMPLY WITH POOR PAVING.AN EXISTING IRRIGATION SYSTEM WILL BE ENCOUNTERED.AND.RELOCATE w"E"1f11
<br /> GON5TRVGTIOK PRIOR TO START OF ANY ACCESS ROUTE WITHOUT ANY ABRUPT REQUIREMENTS.PROVIDE A 24'MIN_ SPRINKLER HEADS,VALVES OR SPRINKLER SYSTEM IMPACTED RE THE
<br /> WORK,NOTIFY ARCHITECT OF ANY VERTICAL CNAK6E5 EXGEEPING 1/2- STRIKE SIDE CLEARANCE ON THE PULL SIDE PLACEMENT OF YHE FARM II SFR.SIDEWALKS,AND ASPHALT PhVING.THE ..w.ere sgr„nn,___
<br /> DISCREPENCIES. BEVELED AT 1:2 MAX.SLOPE,EXCEPT THAT AND A SMOOTH SURFACE AT THE BOTTOM 10 LrAN
<br /> 2 UNLES5 OTHERWISE NOTED OR INDICATED, LEVEL CHANGES DO NOT EXCEED 1/4' INGHF5 OF THE PUSH SIDE OF GATE.5PECIFY OONTRACTOR SMALL APP ADDYTYONAL HEAP5,VALVES,OR SPRINKLER
<br /> VERTICAL.THE PATHS SURFACE I5 AT LEAST ACGE55IBLE/LEVER HARPWARE. COMPONENTS AS REQUIRED TO INSURE PROPER COVERAGE OF TURF AND
<br /> ALL DIMENSIONS
<br /> I 6.COMO $HOWN ARE TO PAGE OF LANDSCAPE AREAS.IF THE IRRIGATION SYSTEM I5 SHUT OFF DUE TO
<br /> FRAMING,LONG,SLAB AND/OR GMu_ 48"WIPE.SLIP RESISTANT,STABLE,FIRM T PROVIDE BUILDING ENTRANCE SIGN RELOCATION AND ADDITION OF SPRINKLER HEADS OR VAI-V55.THE
<br /> 3 C.ONTRAGTOR SHALL WORK TOriA.RD AND SMOOTH.PASSING SPACES AT LEAST !INTERNATIONAL SYMBOL OF CONTRACTOR SHALL PROPERLY WATER TO INSURE THE SURVIVABILITY OF THE DSA SUliAAI TT1 AL
<br /> DIMENSIONS WITH TOLERANCES«/-SHOWN. 6OxbO'ARE LOCATED NOT MORE THAN 100' ACCESSIBILITY)AT ACGE55ISLE PUBLIC EXISTING TURF AND LAND50APE AREAS.REMOVE(E)SPRINKLER HEADS AND
<br /> 4 PATCH AND REPAIR ALL EXI5TIN6 ADJACENT APART.PART OF P,O.T.W/CONTINUOUS ENTRANCE POOR(5).MINIMUM 5FZE REMIT THEM TO SCHOOL DISTRICT FOR THEIR USE. i2/21/20i.�
<br /> SURFACES AFFECTED BY THE IMPROVEMENTS GRADIENTS HAVE 60'LEVEL AREAS NOT REQUIRED 25
<br /> PROPOSED IN THESE CONTRACT DOCUMENTS T5_ MORE THAN 400'APART.THE CROSS-SLOPE
<br /> GOES NOT EXCEED 1%AND THE SLOPES IN 2-EXTREME CAUTION SHALL BE TAKEN PURING SITEYVORK TRENCHING,
<br /> RE570RE FINISHES TO THESE AREAS TO THE DIRECTION OF TRAVEL THAT EXCEED CONTRACTOR SHALL BE RE5PON5IBLE FOR REPAIRING ANY UNDERGROUND
<br /> MATCH"15TIN6. 5%ARE CON5TRVCTED AS ACCESSIBLE UTILITIES AND SIGNAL SYSTEMS PAMAGEP DURING THE COURSE OF
<br /> RAMPS.THE P.O.T.15 FREE OF OVERHEAD CONTRUCTION WHILE TRENCHING AT THE SITE, SITE PLAN
<br /> OB5TRUGTION5 UP TO 80'HIN.OBJECTS
<br /> PROJECTING FROM AALLS W/LEADING 5.REFER TO C 514EET5 FOR CIVIL WORK.REFER TO MFGH,E,EG7.4 STRUCTURAL
<br /> EDGES BETWEEN 21.186"A F,F,DO NOT DW65 FOR ITEMS SHOWN ON THEIR DRAWING
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