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<br />INE COUNTRY
<br />JIT NO, I
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<br />1 P019�
<br />NOtE: SCE OFFb/TE FYANS FOR
<br />STREET IMPROVE/-1EN75.
<br />(5EE gHEET 2)
<br />4 I Q �3
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<br />Ld
<br />LIJM
<br />40'
<br />0 10 20 40
<br />SCALE IN FEET
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<br />4
<br />A
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<br />TYPICAL LEVEE SECTION
<br />Nor 7D -;r"
<br />A/07E: 6EE ARCHITECT PLANS FOR
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<br />PROPOSED S7'RUCTURE5 (TYP.) EX 64446E
<br />6'3! S/16�0
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<br />wood FENCE
<br />(SEE SLDC-:,
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<br />UNITS
<br />Y
<br />PARKING
<br />LANDSCAPING
<br />1 (Approved)
<br />1-9
<br />A
<br />18 (Garage)
<br />10,000 SF
<br />ASPHALT CONCRETE
<br />E/P
<br />(Two Story)
<br />5 (Lot)
<br />ORIGINAL GROUND
<br />2 (Proposed)
<br />10-13
<br />7,600 SF
<br />8 (Garage)
<br />4,300 SF
<br />OZN57ALL YARDORAIN
<br />AB
<br />(Two Story)
<br />2 (Lot)
<br />3 (Proposed)
<br />14-16
<br />5,700 SF
<br />6 (Garage)
<br />21200 SF
<br />SANITARY SEWERIm
<br />(Two Story)
<br />2 (Lot)
<br />WATER
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<br />BUILDING
<br />UNITS
<br />SIZE
<br />PARKING
<br />LANDSCAPING
<br />1 (Approved)
<br />1-9
<br />17,100 SF
<br />18 (Garage)
<br />10,000 SF
<br />ASPHALT CONCRETE
<br />E/P
<br />(Two Story)
<br />5 (Lot)
<br />ORIGINAL GROUND
<br />2 (Proposed)
<br />10-13
<br />7,600 SF
<br />8 (Garage)
<br />4,300 SF
<br />OZN57ALL YARDORAIN
<br />AB
<br />(Two Story)
<br />2 (Lot)
<br />3 (Proposed)
<br />14-16
<br />5,700 SF
<br />6 (Garage)
<br />21200 SF
<br />SANITARY SEWERIm
<br />(Two Story)
<br />2 (Lot)
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<br />STORM DRAIN
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<br />DETAIL
<br />N?5
<br />EX '`'OUSE
<br />192 W OFr D y EY16'r FENCE 7b
<br />40' ACCTS /�� : BE REMOVED
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<br />EDGE OF PAVEMENT
<br />TYPICAL
<br />FINISH FLOOR
<br />RIGHT-OF-WAY
<br />2" AC, 6" AB 95% RC
<br />IAlh-TALL VALVE
<br />INhTAL- FIRE HYDRAA/T
<br />1 N S, TALL FENCE
<br />INSTALL CHAIN LINK
<br />FENCE (hLE DETAIL)
<br />— G" GONG. CURB (TYP)
<br />SCE OCTAIL
<br />ALL 01\4421-1-E�iD hHALL
<br />BE PVC- PIPE C-TYP)
<br />g . ult
<br />Sterling j Sterli Augusta
<br />0
<br />' ¢ Indiana
<br />La Salle Dr. tj 5
<br />I m=
<br />l/oodbridge
<br />SITE
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<br />3&.25 IAI
<br />GENERAL NOTES:
<br />1. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR
<br />BEFORE COMMENCEMENT OF CONSTRUCTION.
<br />2. CONTRACTOR SHALL INSPECT SITE PRIOR TO BIDDING.
<br />3. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL PERFORM THE NECESSARY EARTHWORK CALCULATIONS
<br />TO DETERMINE THE AMOUNT OF CUT AND FILL AND RESULTANT EXCESS OR SHORTAGE OF DIRT ONSITE,
<br />AND NOTIFY THE CONSULTING ENGINEER OF HIS RESULTS. IT IS THE CONTRACTOR'S RESPONSIBILITY
<br />TO INSURE THAT THE EARTHWORK WILL BALANCE ONSITE. EXCESS OF DIRT SHALL BE DISTRIBUTED
<br />EVENLY ON ALL LOTS, AFTER GRADING PLAN HAS BEEN REVISED TO ENSURE PROPER DRAINAGE.
<br />4. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A DUST
<br />NUISANCE, AT THE CONTRACTOR'S EXPENSE.
<br />S. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
<br />CONSULTING ENGINEER, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
<br />OR ALLEGED,. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS AND PROTECTING ALL UNDERGROUND FACILITIES
<br />AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR
<br />TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES.
<br />(PHONE 1-800-642-2444).
<br />7. DILLON ENGINEERING, CONSULTING ENGINEERS, SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION
<br />STAKES AS NECESSARY FOR COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br />PRESERVATION OF ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT
<br />ARE LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE SET BY THE CONSULTING ENGINEER
<br />AT THE CONTRACTOR'S EXPENSE. DILLON ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK
<br />CONSTRUCTED IF STAKED BY OTHERS.
<br />8. CONTRACTOR SHALL GIVE CONSULTING ENGINEER A MINIMUM OF 48 HOUR NOTIFICATION PRIOR TO ANY
<br />AND ALL STAKING, INCLUDING UTILITIES.
<br />9. CITY OF LODI BENCH MARK: BRASS CAP SET IN TOP OF CURB AT SOUTHEAST CORNER OF EHLERS AND
<br />WOODHAVEN STAMPED X940.
<br />ELEVATION " 40.78 C.O.L.: DATUM
<br />10, ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS
<br />AND THE LATEST EDITION OF STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD
<br />,SPECIFICATIONS AND PLANS.
<br />II. NOT SUBJECT TO 100 YEAR FLOODING.
<br />12. SEE OFFSITE PLANS FOR UTILITY SERVICE EXTENTIONS.
<br />13. THIS PROJECT TO COMPLY WITH CHAPTER 29 AND 70 OF THE 1988 U.B.C.
<br />14. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
<br />SHALL BE SHOWN IN THE PLANS.
<br />15. THRUST BLOCKS SHALL BE CONSTRUCTED AS REQUIRED BY DETAIL W-5 OF SAI
<br />JOAQUIN COUNTY STANDARDS.
<br />' �1/2" RAD. ITY►.1
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<br />NE A .. •' •
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<br />VALLEY GUTTER DETAIL
<br />NTS
<br />42.2444;
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<br />• II ! Seho� it�. 6'
<br />II '�� _r CALlFo
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<br />.. .e. « Pi
<br />TURNER ROAD. a zt90
<br />VICINITY MAP "1�1
<br />NTS
<br />REV. NO. DESCRIP77ON
<br />0 o�
<br />APPROVED BY. WOODBRIDGE IRRIGATION DIST. 2ADE oA�s
<br />O WATER L h 11JE E
<br />a* DQIVEWA'l
<br />i"
<br />71/2" RAD. (TYP,)
<br />APPROVED BY: WOODBRIDGE FIRE DIST.
<br />r t�
<br />SIGNATOR SATE
<br />DILLON ENGINEERING
<br />ENGINEERING PLANNING SURVEYING
<br />1820 W. Kettleman Lane
<br />Lodi, California 95242
<br />(209) 334-6613
<br />CHESTNUT STREET
<br />GRADING AND UTILITY PLAN
<br />WOODBRIDGE
<br />SAN JOAQUIN COUNTY
<br />SEPTEMBER , 1991,
<br />DATE SCALE: 122-ZO' APPROVED BY' EET NO.
<br />DESIGNED BY. ✓2121. DATE: c Wumm I
<br />DRAWN BY: J -R / TW.
<br />CHECKED BY:
<br />AS BUILT BY M
<br />OFq SHEETS
<br />JOB NO.
<br />9037
<br />
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