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SPECIFICATIONS:
<br />1. ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THE COUNTY OF SAN JOAQUIN IMPROVEMENT
<br />SPECIFICATIONS AND STANDARDS, AND THE LATEST EDITION OF THE
<br />STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF
<br />HIGHWAYS STANDARD SPECIFICATIONS.
<br />2. INHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF
<br />WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS
<br />UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL
<br />AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY
<br />ARE TO BE USED.
<br />3. LINES AND GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN
<br />AND WILL BE MADE IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM
<br />THE TOP OF STAKES OR NAILS, UNLESS OTHERWISE NOTED. THE
<br />CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR
<br />LINES, GRADES OR MEASUREMENTS OF THE WORK IN THEIR PROPER
<br />PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL
<br />EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED
<br />WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL
<br />CONTRACTOR.
<br />4. ALL MANHOLE, LAMPHOLE AND WATER VALVE CASTINGS AND
<br />COVERS SHALL BE ADJUSTED TO FINISH GRADE BY THE PAVING
<br />CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED.
<br />5. COMPACTION TESTS: CONTRACTOR TO PROVIDE COMPACTION TESTS
<br />IN STREETS AS REQUIRED BY SAN JOAQUIN COUNTY, AT THE
<br />CONTRACTOR'S EXPENSE
<br />6. UST CONTROL: APPROPRIATE DUST CONTROL TO BE PROVIDED FOR
<br />TH4 ALLEVIATION OR PREVENTION OF DUST NUISANCE, AT THE
<br />wQ�IEAQIQR'S EXPENSE.
<br />7. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND
<br />FEDERAL SAFETY REGULATIONS PERTAINING TO HIS OPERATIONS. HE
<br />SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTOR'S
<br />ATtENTION IS CALLED TO THE REQUIREMENTS OF TITLE 8, CALIFORNIA
<br />ADMINISTRATIVE CODE, SUBCHAPTER 4, ARTICLE 6, "EXCAVATIONS,
<br />TRENCHES, EARTHWORK." SEE ALSO SECTION 5 OF SAN JOAQUIN
<br />COUNTY STANDARDS.
<br />8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
<br />THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE
<br />PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE
<br />COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br />EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF
<br />LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL INJURY
<br />OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO
<br />HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />EROSION CONTROL NOTES:
<br />1. ALL DRAIN INLETS SHALL HAVE EROSION CONTROL
<br />PER DETAILS EC -1 & EC -2.
<br />2. THE CONTRACTOR SHALL COMPLY WITH THE
<br />REQUIREMENTS OF THE STATE WATER RESOURCES
<br />CONTROL BOARD, ORDER NO. 92-06-DWQ, NPDES
<br />GENERAL PERMIT NO. CAS000002. THE CONTRACTOR
<br />SHALL DEVELOP, IMPLEMENT, AND MONITOR A STORM
<br />WATER POLLUTION PREVENTION PLAN (SWPPP) IN
<br />ACCORDANCE WITH THE ABOVE PERMIT.
<br />TRAFFIC CONTROL:
<br />1. ALL TRAFFIC SIGNS, MARKING, AND STRIPING SHALL CONFORM
<br />TO THE "MANUAL OF UNIFORM CONTROL DEVICES AND SAN
<br />JOAQUIN COUNTY STANDARDS" AND AS SHOWN ON THESE
<br />PLANS.
<br />2. A MINIMUM OF ONE 10' TRAFFIC LANE SHALL BE MAINTAINED
<br />AT ALL TIMES, WITH TRAFFIC DELAYS LIMITED TO A MAXIMUM OF
<br />15 MINUTES. A MINIMUM OF TWO 10' TRAFFIC LANES SHALL BE
<br />MAINTAINED DURING NON -WORKING HOURS. TRAFFIC CONTROLS
<br />SHALL BE IN ACCORDANCE WITH SECTION 12 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS.
<br />DATE I DESCRIPTION
<br />GENERAL NOTES:
<br />1. A PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY BEFORE
<br />BEGINNING WORK IN MOSHER SLOUGH. A PERMIT SHALL BE OBTAINED
<br />FROM THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT PRIOR TO
<br />CONSTRUCTION OF WELLS AND PRIOR TO THE DESTRUCTION OF THE
<br />ABANDONED WELLS ONSITE.
<br />2. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING
<br />GAS, WATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE AND
<br />OTHERS WHICH MAY BE IN THE AREA OF CONSTRUCTION. RESPECTIVE
<br />UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF
<br />WORK.
<br />3. A 10 FOOT PUBLIC UTILITY EASEMENT IS TO BE PROVIDED ALONG ALL
<br />STREET FRONTAGES.
<br />4. P.G. & E. AND PACIFIC BELL FACILITIES ARE TO BE INSTALLED BY THE
<br />RESPECTIVE UTILITY COMPANIES AND ARE TO OCCUPY A JOINT TRENCH IN
<br />THE 10 FOOT PUBLIC UTILITY EASEMENT.
<br />5. WATER MAINS AND SERVICES ARE TO BE INSTALLED BY THE DEVELOPER
<br />ACCORDING TO THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS FOR
<br />PUBLIC WORKS, CHAPTER 4.
<br />6. SET BACKS ARE AS REQUIRED BY ORDINANCE OR DEED RESTRICTIONS.
<br />7. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN JOAQUIN
<br />BUILDING DEPARTMENT PRIOR TO PLACING FILL ON LOTS.
<br />B. THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC CONTROL
<br />SIGNS, STREET NAME SIGNS AND PAINTING IN ACCORDANCE WITH THE
<br />COUNTY OF SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS,
<br />AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
<br />9. CALL USA TOLL FREE 800-642-2444 BEFORE PLANTING TREES,
<br />TRENCHING, DIGGING FENCE POST HOLES, BLASTING, GRADING, EXCAVATING,
<br />DRILLING, PIPE PUSHING, ETC., CALL UNDERGROND SERVICE ALERT FOR
<br />UNDERGROUND CLEARANCE. USA WILL PROVIDE INFORMATION ABOUT, OR
<br />LOCATE AND MARK UNDERGROUND FACILITIES FOR YOU.
<br />10. A TEST WELL WHICH SHOWS THAT THE PRODUCTION WELL WILL MEET
<br />APPLICABLE STANDARDS IS REQUIRED PRIOIR TO THE APPROVAL OF THE
<br />IMPROVEMENT PLANS OR ANY WORK WITHIN THE SITE.
<br />11. A TRENCH SHORING PLAN SHALL BE SUBMITTED TO AND DEAMED
<br />ACCEPTABLE BY COUNTY PRIOR TO THE START OF WORK. SHORING AND
<br />PLATING WHICH IS SUBJECT TO PUBLIC TRAFFIC LOADINGS SHALL
<br />BE DESIGNED AND CERTIFIED BY A CALIFORNIA LICENSED CIVIL ENGINEER.
<br />12. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF
<br />INCLEMENT WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITION UPON
<br />COMPLETION OF WORK.
<br />13. WELL DRILLING AND DEVELOPMENT LOGS TO BE FURNISHED TO THE
<br />COUNTY.
<br />APPROVED DATE COMPUTED:
<br />MJB
<br />DRAWN BY: RAE/RDF/RHK
<br />DESIGN BY: SRB
<br />PROJ. ENGR. SRR
<br />TIE BINDINGS
<br />TOGETHER
<br />WITH MIN.
<br />16" GA. WIRE
<br />(TYP.)
<br />DROP
<br />INLET
<br />FLOW LINE
<br />OF GUTTER
<br />EC -1
<br />FLOW
<br />IFLOW
<br />PLAN VIEW
<br />STRAW BALE INLET FILTER W/GUTTER NTS
<br />R/W
<br />FORCE BALES TIGHTLY
<br />AGAINST CURB
<br />PLACE BALES
<br />TIGHTLY TOGETHER
<br />STRAW BALE
<br />(TYP.)
<br />A
<br />STRAW DROP
<br />^
<br />-BALE (TYP.) INLET
<br />SECTION A -A
<br />NOTES:
<br />1. BALES SHALL BE PLACED WITH BINDINGS IN A
<br />HORIZONTAL POSITION. BALES SHALL BE TIGHTLY
<br />BOUND TOGETHER USING A MIN. OF 16 GA. WIRE
<br />TO TIE BINDINGS BETWEEN BALES. USE THE MIN.
<br />NUMBER OF BALES THAT PROVIDE PERIMETER
<br />COVERAGE WITHOUT COVERING ANY PORTION OF
<br />THE GRATE INLETS.
<br />2. CONTRACTOR SHALL MAKE PERIODIC INPECTIONS
<br />TO DETERMINE IF REPAIRS OR SEDIMENT REMOVAL
<br />IS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN
<br />IT EXTENDS BEYOND THE GUTTER ONTO THE
<br />PAVEMENT.
<br />3. BALES SHALL BE REPLACED WHEN THEY HAVE
<br />BEEN DAMAGED, COLLAPSED OR DECOMPOSED.
<br />50'
<br />25' 25'
<br />U
<br />9' 110
<br />u- 15' 15' L0 1'
<br />CALTRANS
<br />2% MIN 6" TYPE A
<br />--.� AC DIKE 29'
<br />MINIMUM OF TWO
<br />7 2"x2" STAKES OR
<br />#4 REBAR (TYP.)
<br />EACH BALE
<br />FLOW
<br />DRIVE STAKES
<br />TOWARDS D.I.
<br />DROP
<br />INLET
<br />I
<br />iiiiiii
<br />��Ilm
<br />STRAW BALEJ DRIVE STAKES PLACE
<br />(TYP,) TOWARDS D.I. BALES
<br />TIGHTLY
<br />f FLOW TOGETHER
<br />PLAN VIEW
<br />EC -2
<br />STRAW BALE INLET FILTER NON GUTTER
<br />STRAW BALE STAKE OR REBAR (TYP.)
<br />(TYP) 1" BELOW SURFACE
<br />II II � I 6„
<br />II II
<br />12" _f ,
<br />A MIN. SECTION A -A SET BALE
<br />IN 4" DEEP
<br />TRENCH
<br />NOTE:
<br />1. BALES SHALL BE PLACED TIGHTLY TOGETHER IN A
<br />TRENCH EXCAVATED A MINIMUM OF 4" BELOW THE INLET.
<br />2. EACH BALE SHALL BE ANCHORED BY A MINIMUM OF
<br />TWO 2"x2" STAKES OR TWO #4 REBARS DRIVEN THROUGH
<br />THE BALES AND INTO THE GROUND A MINIMUM DEPTH OF
<br />ONE FOOT. TOPS OF STAKES OR REBAR SHALL BE COUNTER-
<br />SUNK A MINIMUM OF 1" BELOW THE TOP OF THE BALE.
<br />3. OUTER PERIMETER OF THE BALES SHALL BE BACKFILLED
<br />AND COMPACTED TO A DEPTH OF APPROXIMATELY, 4" WITH
<br />EXCAVATED MATERIAL.
<br />4. CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS TO
<br />DETERMINE IF REPAIR OR SEDIMENT REMOVAL IS REQUIRED.
<br />SEDIMENT SHALL BE REMOVED WHEN IT HAS BUILT UP TO
<br />A DEPTH OF APPROXIMATELY 1/2 OF THE BALE HEIGHT.
<br />5. BALES SHALL BE REPLACED WHEN THEY HAVE BEEN
<br />DAMAGED, COLLAPSED DECOMPOSED.
<br />NTS
<br />0
<br />12 1, o 12
<br />Mq I' ALTRANS 6"
<br />-.► 2% MIN TYPE A AC DIKE
<br />2%
<br />MIN
<br />PRIME COAT (TYP.) --J R-VALUE=10 \,0.20' AC
<br />LO.60' AB SUBGRADE 95%
<br />COMPACTION REQ. TYP.)
<br />BLACK OAK DRIVE & SILVER CHASE DRIVE & EAST DRIVE
<br />0
<br />d 0
<br />El
<br />�gRiFS
<br />PER STREET
<br />SECTION
<br />AC DIKE -0
<br />TYPICAL SECTION
<br />NTS
<br />CALTRANS 6" TYPE "A"
<br />AC DIKE
<br />NTS
<br />NOTE:
<br />SEE CALTRANS STANDARD PLANS
<br />FOR ANY ADDITIONAL NOTES & DETAILS
<br />W ■ ASSOCIATES
<br />Z
<br />W NO. C 047099
<br />ENGNEERNG. PUNNMG . LANDSCAPE ARCUIIEMRE . WATER RESOURCES . SURVEYMG C( EXP. 12/31/99
<br />*JT 1�
<br />777 CAMPUS COMMONS ROAD SURE 200 SACRAMENTO, CA 95825 �rFC1'CIV CAUFO�
<br />PHONE (916) 565-7446 FAX (916) 565-7452
<br />50'
<br />12
<br />12' P�
<br />1 �
<br />2r IN I
<br />PRIME COATJ TI=4.0 �-0.2' AC
<br />R-VALUE=10
<br />(TYP.) 0.60' AB (95% COMPACTION REQUIRED TYP.)
<br />SUBGRADE 95% COMPACTION REQ. TYP.
<br />BLACK OAK COURT & GREYSTONE COURT
<br />R/W
<br />NEW OVERLAY TO CREATE
<br />UNIFORM CROSS SLOPE
<br />TYPICAL SECTION
<br />NTS
<br />20'
<br />30'
<br />30' VARIES 0' TO 1 ' VARIES 11' TO 20'
<br />EXIST STREET IMPROVEMENTS EXIST. PVM NEW PAVEMENT
<br />1 SAWCUT AND
<br />MATCH TO EXIST
<br />tATPVMT. 1' MIN.
<br />FROM E.P.
<br />29° MIN.
<br />°� _TI=5.0 PAVEMENTR-VALUE=10EATE
<br />"FEATHERED" EDGE
<br />QUASHNICK ROAD
<br />TYPICAL SECTION
<br />NTS
<br />IMPROVEMENT PLANS FOR
<br />BLACK OAK ESTATES
<br />NOTES & TYPICAL SECTIONS
<br />COUNTY OF SAN JOAQUIN
<br />R/W
<br />4j-- GRADE DIFF.
<br />1.5' MAX.
<br />�I i
<br />6" AB SHOULDER
<br />COMPACTED 0 95%
<br />PROPOS RELATIVE COMPACTION
<br />DRAINAGE
<br />SWALE
<br />•0.20' A.C.
<br />•0.85' A.B.
<br />'RIME COAT
<br />PRINTED: THUR 10/28/1999 15:01:52
<br />DATE:io/28/1999
<br />SCALE:
<br />2
<br />HORIZONTAL: NONE
<br />OF
<br />VERTICAL: NONE
<br />28
<br />CADFILE: C2.DWG
<br />CALIFORNIA
<br />JOB NO: 530084.01
<br />PRINTED: THUR 10/28/1999 15:01:52
<br />
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