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<br />HEADER WITH EROSION
<br />CON57RUC71ON NOTES
<br />SPECIFICATIONS: SEE TECHNICAL SPEG I F I CAT I ONS AND GENERAL NOTES FOR
<br />AMD I TI ONAL INFORMATION INCLUDING UTILITIES VERI F I GAT ON, PROTECTION, AND
<br />RESTORATION INFORMATION AND REOUI REMENT5.
<br />DIMENSIONS. ALL ARl TTEN DIMENSIONS SUPERSEDE 5CALE1:1 D I MEN51 ONS.
<br />LAYOUT: SEE PLANS FOR COORDINATE LOCATIONS AND A550G I ATED DATA.
<br />CONSTRUCTION STAKING SHALL BE PROVIDED BY THE COUNTY. THE
<br />CONTRACTOR SHALL CONTACT THE L.ANI75GAPE ARCHITECT BY TELEPHONE AND
<br />N AR 1 TI NG FOR GLARI F I CAT1 ON OF ANY D I5GREPANG I E5 BETAEEN FIELD
<br />CONDITIONS AND PLANS PRIOR TO PROCEEDING Al TH WORK. ALL FIELD
<br />ADJUSTMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
<br />INSTALLATION IN WRITINO.
<br />EXPANSION JOINTS: CONTRACTOR 5HALL INSTALL EXPANSION -JOINTS A5
<br />SHOWN.
<br />5LEEV I NG : REFER TD I RRI GATT DN PLAN FOR REOU I REMENT5 OF SLEEV 1 NG
<br />UNDER PAVING.
<br />501L COMPACTION: COMPACT ALL FILL AREAS 15% IN L I FT5 OF 12 INCH
<br />MAXIMUM, EXCEPT UPPER 12 INCHES OF ALL PLANTING AREAS. SEE
<br />SPECIFICATIONS.
<br />TRENCH BAGKF I LL : SEE SPEC I F I CATI ON5.
<br />C- ENERAL. NOTE5
<br />SPECIFICATIONS: SEE THE TECHNICAL SPEC 1 F I (ATI ON5 FOR ADDITIONAL INFORMATION AND
<br />REOU I REMENTS. TECHNICAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAW I NG5. UPON
<br />GIVING A BID PRICE, IT 15 ASSUMED THAT THE CONTRACTOR IS FAMILIAR. WITH THE PROJECT SITE
<br />GOND I TI ON5 AND HAS READ AND UNDERSTANDS ALL INFORMATION CONTAINED THEREIN.
<br />UNAU7HDR1 ZED CHANGES AND USE5: FOOTHILL A554C I ATE5 AI LL NOT BE RESPON51 BLE FOR, OR LIABLE
<br />FOR, UNAU7HORIZE17 GHANGE5 TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE iN
<br />WR1 T! NG AND MU57 BE APPROVED BY FOOTHILL ASSOCIATES.
<br />5ASE SHEET DATA: THE PROPOSED IMPROVEMENTS 5HOWN ON THESE PRAININC75 ARE DRAWN ONTO A
<br />5A5E SHEET FORMED FROM THE TDPOGRAPH I G 5URVEY AND OTHER DATA THAT HAS BEEN MADE
<br />AVAILABLE TO FOOTHILL A550C 1 ATE5. FOOTHILL ASSOCIATES SHALL NOT BE HELL;, LIABLE FOR
<br />CHANGES, INACCURACIES, OM 1551 ON5, OR OTHER ERRORS ON DOCUMENTS PROVIDED TO U5. THE BASE
<br />SHEET DATA 15 PROV i DED AS AN AID ONLY AND THE CONTRACTOR SHALL BE RE5PON51 BLE FOR
<br />REVIEWING THESE DOCUMENTS AND I NCDRPDRATI NGII NTEGRATI NG ALL CONSTRUGTI DN AS REG2U I RED TO
<br />ACCOMMODATE SAME.
<br />THE FOLLOWING 15 THE LIST OF SOURCES OF THE BASE SHEET DATA:
<br />1) SURVEY 211-0010, DATED OCTOBER, 200q, PREPARED BY K5N ENG I NEER I NG AND LAND 5URVEY I NG
<br />2) EXISTING RATER CONNECTION LOCATION, PROVIDED BY STOCKTON METROPOLITAN AIRPORT
<br />CONTRACTOR, ALL AORK 15 TO BE PERFORMED BY A LICENSED GLASS A CONTRACTOR AND
<br />EXPERIENCED WORKERS. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN AND
<br />PAY FOR ALL PERMITS NECESSARY TO COMPLETE THEWORK.
<br />GRADES: PROVIDE POSITIVE DRAINAGE THROUGHOUT ALL PAVING AND JOB 5! TE GOND I T 1 ONS: THE CONTRACTOR AGREES THAT I N ACCORDANCE W I TH GENERALLY ACCEP7EL7
<br />� CONTROL SEED MIX PLANTING AREAS. CONTRACTOR SHALL FLOOD PAVED AREAS UPON CONSTRUCTION PR,4GTlGES -r Ar THE CONTRACTOR WILL BE REQUIRED TO A►SSUME SOLE AND COMPLETE
<br />I GOMPLETi ON AND RECONSTRUCT ANY LOW SPOTS BY REMOVING PAVING THAT RESPONSIBILITY FOR JOB 51 TE CONDITIONS DURING THE COURSE OF GONSTRUGTI ON OF THE PROJECT,
<br />DOES NOT DRA1 N AND REPEAL I NG ! T AT NO ADD I TI4NAL COST WITH POS! Ti VELY i NGLUD I NG SAFETY OF ALL PERSONS AND PROPERTY; THAT TH 15 REOi REMENT SHALL 8E MADE TO
<br />4 RECYCLED PLASTIC 3 APPLY CONT NUOU5L`r AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER
<br />15 HEADER, TYP. MRA! NI NG PAVING AS DIRECTED BY THE OWNER 5 REPRESENTATIVE.
<br />AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND FOOTHILL ASSOCIATES HARMLE55 FROM
<br />ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORf< ON THIS
<br />y 1 EROSION CONTROL: THE CONTRACTOR iS RESPONSIBLE FOR COMPLYING WITH
<br />W PROJECT EXCEPT LIABILITY AR151 NG FROM THE SOLE NEGL 1 LENGE OF THE OWNER OR FOOTHILL
<br />� 4 ALL PERTINENT REQUIREMENTS OF THE REGIONAL RATER QUAL I TY GONSTROL
<br />BOARD AND ALL SOIL EROSION CONTROL MEASURES THAT MAY BE RECU I RED ASSOCIATES. TEMPORARY FENDING SHALL BE PROV I DED AND MAINTAINED AROUND SITE PERIMETER
<br />} THROUGH THE DURATION DF THE CONTRACT PERIOD. SHOULD SDiL EROSION
<br />AND AT LOCATIONS DEEMED NECESSARY BY CONTRACTOR. TEMPORARY FEN(I NG SHALL BE 6' CHA I N
<br />f
<br />LINK WITH PEDE57AL TYPE BASE. RELOCATE AS NEGE5SA►RY i:)UR! NG CONSTRUCTION.
<br />COND I T 10 5 EX15T THAT REQU I RE M I T! CGA►T DN WHEN THE GONTRAGTDR I N I TI ALLY
<br />l j AGCEFT5 THE 5I TE, THE LAND50APE ARCHITECT OR OWNER SHALL SE ALERTED
<br />PA BY TELEPHONE AND IN ARI T1 NG . FAILURE OF THE CONTRACTOR TO NDT FY THE
<br />now ftmft~� N 2,I5I,66a.4q LANDSCAPE ARCHITECT OR THE OWNER IMPLIES ACCEPTANCE OF THE SITE BY
<br />�_ E 6,344,231.18 THE CONTRACTOR IN ITS EX I STING CONDITION. ALL COSTS NECE55ARY TO
<br />MITI GATE EX 1571 NG EROSION PROBLEMS SHALL BE AT THE CONTRACTOR'S
<br />Nb EXPENSE AND NO ALD I T1 ONAL 0057 TO THE OWNER OR INCREASE I N DRI G I NAL
<br />BID AMOUNT SHALL BE PERMITTED.
<br />0 \ -
<br />UTILITIES: PRIOR TO CONSTRUCTION, THE CONTRACTOR 1S RESPONSIBLE FOR CONTACTING THE UTILITY
<br />COMPANIES INVOLVED IN THE VICINITY OF CONSTRUCTION AND REOUESTi NG A VISUAL VERIFICATION OF
<br />THE LOCATIONS OF THEIR FACILITIES. MOST UTILITY COMPANIES ARE MEMBERS OF THE UNDERGROUNM
<br />SERVICE ALERT (U.S.A.) ONE --GALL PROGRAM. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS
<br />CONTRACT SHALL NOTIFY MEMBERS OF THE U.S.A. 4S HOURS IN ADVANCE DF PERFORMING EXCAVATION
<br />WORK BY GALLING THE TOLL-FREE NUMBER 6500) 221--2640. EXCAVATION i5 DEFINED AS BEING 12 OR
<br />MORE INCHES IN DEPTH BELOW THE EXISTING SURFACE. A REA50NA5LE EFFORT HAS BEEN MADE T4
<br />LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. THE CONTRACTOR 15 CAUTIONED THAT
<br />ONLY EX(AVATICN WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION AND DEPTHS OF SUCH
<br />UNDERGROUND UTILITIES. HOWEVER, FOOTHILL ,4554(1 ATE5 CANNOT A55UME RE5PDNS I B I L 1 TY FOR THE
<br />---- — - ��
<br />APPROXIMATE EDGE OF EXISTING GOMPLETENES5 OR ACCURACY OF THE DEL! NEATI DN 4F SUCH UTILITIES, OR OR, THE EXl STENGE OF
<br />OTHER BUR! ED OBJECTS OR UTILITIES AH I GH ARE NOT SHOWN ON THESE DRAA I NGS.
<br />- _ _ _`- �� 1 DRIVEWAY. INSTALL ASPHALT CONCRETE
<br />�� PAVING AND BASE PER DETAIL 2, SHEET G THE SGHEDUL E NG DF
<br />D 12. CENTER PAVEMENT ON EX 1 ST I NG COORDINATION: THE CONTRACTOR SHALL BE RE5PON51 BLE FOR GOORD I NAT I N
<br />w _ /fix �ry ti GATES. CONSTRUCTION OPERATIONS WITH THE STOCKTON METROPOLITAN AIRPORT AND 07HER5 NORKI NG ON OR
<br />w _ Qp NEAR THE PROJECT SITE.
<br />w �\ ''• AH I TE LIMIT LINE PER GALTRANS
<br />STANDARDS, TYP. EMI 551 ON5: THE CONTRACTOR SHALL MAINTAIN AND OPERATE CONSTRUCTION EQUIPMENT TO MINIMIZE
<br />w 4 RECYCLED PLASTIC G
<br />J$ _ : \ \
<br />D HEADER TYP \ ,\ \ EXHAUST EMISSIONS. DG URINGONSTRUGTI DN, TRUCKS AND EGtU I PMENT SHALL BE OPERATED ONLY WHEN
<br />W W y 15 \ \ \ o \ NECE55ARY AND ENG 1 NES SHALL BE SHUT OFF WHEN TRUCKS ARE BEING L 0ADE1:] OR UNLOADED OR
<br />07HERAI5E STATIONARY. EQUIPMENT SHALL BE MAINTAINED IN (ODD GOND I T1 ON AND WELL -TUNED To
<br />MINIMIZE EXHAUST EMISSIONS.
<br />y ' HYDR45EED DISTURBED \ \ \ \ 2 MULTI -USE TRAIL
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<br />GUT CONCRETE CURB ON EACH \ \ `� Lu
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<br />DRAWN BY
<br />MMB
<br />DATE
<br />12/15/2009
<br />SCALE
<br />AS SHOWN
<br />JOB NAME 0900132
<br />SHER
<br />3 of 16
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