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<br />STREET
<br />LIGHT
<br />PLAN 1" =
<br />so'
<br />SSLH
<br />SANITARY SEWER LAMPHOLE
<br />S
<br />SANITARY SEWER LINE
<br />STMH
<br />STORM DRAIN MANHOLE
<br />CB
<br />NOTES FOR PORTION OF WORK
<br />WITHIN
<br />SAN JOAOUIN
<br />COUNTY
<br />GE N_ - 0 L NOTES
<br />1. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
<br />PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT
<br />THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
<br />NORMAL WORKING HOURS AND THAT CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY, AND HOLD THE OWNER AND ENGINEER
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
<br />2. PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHT-OF-WAY, THE
<br />CONTRACTOR SHALL OBTAIN A ENCROACHMENT PERMIT FROM THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />3. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FROM THE SAN JOAQUIN
<br />COUNTY BUILDING DIVISION.
<br />4., ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL OF
<br />UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN CO. STANDARDS.
<br />5. ALL COMPACTION TESTS, AND MATERIAL SAMPLING AND TESTING SHALL
<br />BE THE RESPONSIBILITY OF THE DEVELOPER.
<br />6. ANY CHANGES ON THE APPROVED IMPROVEMENT PLANS AND
<br />SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE "CIVIL
<br />ENGINEER", AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC
<br />WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />7. NO SERVICES ARE REQUIRED FOR THESE ROAD IMPROVEMENTS.
<br />8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
<br />OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND
<br />THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS,
<br />THE 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, WHICH ARE CLAIMED
<br />TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />9. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BEFORE
<br />AN ENCROACHMENT PERMIT IS ISSUED.
<br />10.A SHORING PLAN SHALL BE SUBMITTED FOR TRENCHES
<br />IN EXCESS OF 5' IN DEPTH.
<br />ll.REFER TO SHEET NO. 5 FOR DETAILS TO BE USED WITHIN
<br />SAN JOAQUIN COUNTY JURISDICTION.
<br />MAT E R I A L S
<br />STORM DRAIN PIPE: CONTRACTOR'S OPTION:
<br />1. REINFORCED CONCRETE PIPE, RUBBER GASKETED,
<br />ASTM C-76, CLASS III
<br />2. PVC GRAVITY SEWER PIPE,
<br />ASTM D-2321, UNI B-5
<br />SANITARY SEWER PIPE: CONTRACTOR'S OPTION:
<br />1. VITRIFIED CLAY
<br />2. ABS
<br />3. PVC (SDR -35)
<br />WATER LINE: (INSTALLED BY CAL WATER)
<br />DUCTILE IRON PIPE
<br />S T A K I N G
<br />1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN! THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND
<br />ADJUSTMEryT OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE
<br />THAT THE'FIRM OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE
<br />RESPONSI ILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND
<br />WHICH CO LD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED AND
<br />MITIGATE HAD WONG ENGINEERS, INC., PERFORMED THE CONSTRUCTION STAKING
<br />WORK.
<br />2. AI_L. REFOENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />ON THIS ILAN ONLY.
<br />THE WATER'UTILITY IS CONVERTING ITS METER READING SYSTEM TO A
<br />DIRECT INIPUT SYSTEM. WE WILL BE USING THE ROCKWELL (SENSUS)
<br />TOUCH READ PIT PROBE (TR/PL) UNITS IN COMBINATION WITH THE
<br />RADIX PAS$PORT HANDHELD READING DEVICE.
<br />THE ROCKW�I_L EQUIPMENT WILL REQUIRE A 1-3/4" HOLE IN THE METER
<br />BOX COVERT BOTH CHRISTY AND BROOKS PRODUCTS MANUFACTURE COVERS
<br />THAT ARE �VAII_ABLE IN THIS AREA. THE CHRISTY UNITS WOULD BE
<br />DESIGNED 4S 1" B-12 TR/PL, 2" B-36 TR/PL, AND THE BROOKS UNITS
<br />WOULD BE DESIGNATED AS NO. 37 TR/PL AND NO. 66 TR/PL.
<br />AE3E3F2EVIATIONS
<br />P.U.E.
<br />PUBLIC UTILITY EASMENT
<br />SANMH
<br />SANITARY SEWER MANHOLE
<br />SSLH
<br />SANITARY SEWER LAMPHOLE
<br />S
<br />SANITARY SEWER LINE
<br />STMH
<br />STORM DRAIN MANHOLE
<br />CB
<br />CATCH BASIN
<br />D
<br />STORM DRAIN LINE
<br />FLOWLINE
<br />CENTERLINE
<br />FH
<br />FIRE HYDRANT
<br />BO
<br />BLOW OFF
<br />WM
<br />WATER METER
<br />GV
<br />GATE VALVE
<br />W
<br />WATER LINE
<br />PP
<br />POWER POLE
<br />AC
<br />ASPHALT CONCRETE
<br />CONST
<br />CONSTRUCT
<br />SPN
<br />STANDARD PLAN NUMBER
<br />C.O.S.
<br />CITY OF STOCKTON
<br />G= S T R I C T S S U P P L Y I N G S E F2 V I C E S
<br />WATER - CALIFORNIA WATER SERVICE COMPANY
<br />SEWER - CITY OF STOCKTON
<br />STORM - CITY OF STOCKTON
<br />STREET LIGHTS - CITY OF STOCKTON
<br />FIRE - CITY OF STOCKTON FIRE DEPARTMENT
<br />L E C3 E N p
<br />EXISTING TO BE CONSTRUCTED
<br />--S---- SANITARY SEWER S- SANITARY SEWER
<br />----D---- STORM DRAIN -D- STORM DRAIN
<br />c� r{ SAH
<br />MH
<br />- -- ;;MH-- SANITARY MANHOLE --- SANITARY MANHOLE
<br />S.J.CO.STD. NO.D-1
<br />QT
<br />STORM DRAIN MANHOLE±H STORM DRAIN MANHOLE
<br />S.J.CO.STD. NO.0-1
<br />24"& OVER NO.0-2
<br />FRAME & COVER FOR
<br />EA. S.J.CO.STD. NO.
<br />C-5
<br />L E G E N D
<br />FX:ISTING
<br />TO BE CONSTRUCTED
<br />S - - SANITARY SEWER LINE S -
<br />SAH
<br />- M14 SANITARY MANHOLE SPN 55 o GM4
<br />MH
<br />- -- - SANITARY LATERAL SPN 63--
<br />- SANITARY LAMPHOLE SPN 58 & 59
<br />-- n - - STORM DRAIN LINE D -
<br />MT� STORM MANHOLE SPN 93 ST
<br />MN
<br />-_� c STORM CATCH BASIN SPN 79 p cB
<br />-- - V'/ - - WATER LINE y�
<br />r }
<br />f+- - WATER SERVICE SPN 93 tl
<br />-� FN FIRE HYDRANT SPN 101 FW
<br />-� Bo BLOW OFF SPN 98 So
<br />-- - WATER VALVE SPN 99-
<br />CURB, GUTTER & SIDEWALK SPN 23
<br />4 TIMBER BARRICADE SPN 35
<br />QQ CENTERLINE MONUMENT SPN 122 0
<br />STREET LIGHT SPN 114 Yc
<br />_ - STREET SIGN SPN 36
<br />WHEEL.CHAIR RAMP SPN 31
<br />GAS LINE
<br />G POWER POLE
<br />PARKING PROHIBITION FOR
<br />STOPPING SIGHT DISTANCE
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<br />NOTE:
<br />USE OF WATER, EXCEPT FOR RECYCLED, RECLAIMED, OR OTHER
<br />NON -POTABLE WATER, FOR THE PURPOSE OF DUST CONTROL OR
<br />OTHER CONSTRUCTION USES, UNLESS FOR HEALTH OR SAFETY
<br />PURPOSES, IS PROHIBIIED.
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<br />SITE
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<br />VICINITY MAP
<br />G E N E R A L N O T E:::->
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH CITY
<br />OF STOCKTON STANDARD SPECIFICATIONS AND PLANS, 1984 EDITION, AND ALL
<br />AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE DONE UNDER THE
<br />INSPECTION OF THE CITY OF STOCKTON DEPARTMENT OF PUBLIC WORKS OR
<br />BUILDING DEPARTMENT.
<br />2. BENCH MARKS AND ELEVATIONS SHOWN ON PLANS ARE REFERRED TO CITY OF
<br />STOCKTON DATUM.
<br />3. DRAWING NUMBERS SHOWN ON PLANS REFER TO CITY OF STOCKTON STANDARD
<br />DETAILS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br />EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE
<br />DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE.
<br />S. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
<br />STOCKTON PUBLIC WORKS DEPARTMENT, AND SHALL NOTIFY CITY ENGINEER 24
<br />HOURS IN ADVANCE OF PERFORMING ANY WORK REQUIRED WITHIN THE PUBLIC
<br />RIGHT-OF-WAY.
<br />6. THE CONTRACTOR SHALL CONTACT WALT NICHOLS AT 944-8279 OF THE CITY OF
<br />STOCKTON FOR A PRECONSTRUCTION CONFERENCE.
<br />i. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
<br />TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE
<br />LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE
<br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY
<br />CALLING THE TOLL FREE NUMBER 800-642-2444.
<br />8. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER
<br />AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. THE
<br />CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY
<br />LOCATIONS. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT
<br />ALLEXISTING UTILITIES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE
<br />PERFORMANCE OF HIS CONTRACT.
<br />J. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />10. FXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER
<br />AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR
<br />TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY COMPANY
<br />ACCURATELY LOCATE IN THE FIELD, THEIR MAINS AND SERVICE LINES. IT SHALL
<br />BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITY
<br />LINES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS
<br />CONTRACT.
<br />11. WL: CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION
<br />> - lY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540),
<br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS, BOARD PURSUANT
<br />TO 1-11E CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS
<br />AMENDED, WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND INSTALLATIONS ; I.E., SEWER, WATER, FUEL,
<br />ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHEN THE
<br />EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING; AND WHEN IT IS UNCOVERED, ADEQUATE
<br />PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL
<br />BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF
<br />ACTUAL EXCAVATION."
<br />1.%. ._Xc_AJATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION
<br />PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />13. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNS AND TRAFFIC DEVICES FOR
<br />PUBLIC SAFETY AND CONVENIENCE. CONTRACTOR SHALL KEEP TWO TRAFFIC
<br />LANES OPEN IN ADJACENT PUBi_IC STREETS AT ALL TIMES DURING
<br />CONSTRUCTION.
<br />14. PRIOR TO FINAL INSPECTION OF STREET LIGHTS, ENGINEER SHALL SUBMIT AS
<br />BUILT DRAWINGS OF ALL STREET LIGHTS, SHOWING THE LOCATION OF THE
<br />LIGHTS, CONDUITS, CONDUCTOR SIZES AND POINT OF CONNECTION OF SERVICE.
<br />15. THIS SUBDIVISION WILL NOT BE SUBMITTED TO THE CITY COUNCIL FOR
<br />ACCEPTANCE OF IMPROVEMENTS UNTIL ALL STREET LIGHTS ARE INSTALLED AND
<br />ENERGIZED.
<br />16. THE UNDERGROUND CONTRACTOR SHALL PROVIDE SUFFICIENT RECORDS AND SHALL
<br />LEAVE ADEQUATE MARKS IN THE FIELD .FOR THE CURB, GUTTER, AND SIDEWALK
<br />CONTRACTOR TO ACCURATELY STAMP "S" AND "W" MARKINGS FOR SANITARY AND
<br />WA -11k SERVICES IN THE CONCRETE.
<br />I7. PARKING SHALL BE PROHIBITED WITHIN 22' OF A CROSSWALK AT AN INTERSECTION
<br />AS REQUIRED BY STOCKTON MUNICIPAL CODE SECTION 10-017.3; WITHIN 15' OF
<br />A 'FIRE HYDRANT AS REQUIRED BY CALIFORNIA VEHICLE CODE SECTION 22514;
<br />AND TO PROVIDE ADEQUATE STOPPING SIGHT DISTANCE AT INTERSECTIONS.
<br />GFRAl71NG NOTES
<br />1. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL
<br />(EXISTING CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER
<br />AND SIDEWALK AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE
<br />CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION,
<br />EXCAVATION AND GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR.
<br />2. UMP SUM BID FOR GRADING ADD LAND STABILIZATION SHALL INCLUDE
<br />L CA'VATION AND FILL OF PAVED AREAS WITHIN THE SITE AND THE PLACEMENT
<br />OF AN`, EXCESS EXCAVATION ON DESIGNATED AREAS AS DIRECTED BY THE
<br />ENGINEER.
<br />EARTHWORK
<br />7HF CONTRACTOR SHALT_ EXCAVATE, FILL AND GRADE THE PROJECT SITE IN
<br />(RDEI� -THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND
<br />SHOWN ON THESE PLANS. ALTHOUGH AN ATTEMPT HAS BEEN MADE TO
<br />13A,L_O;CE EARTH CUT AND FILL QUANTITIES, DUE TO THE APPROXIMATIONS OF
<br />EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN THE ENGINEER
<br />DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL BALANCE. AS
<br />EARTH WORK OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE
<br />MADE IN ORDER TO BRING THE CUT AND FILL QUANTITIES MORE IN BALANCE,
<br />BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL OF THE OWNER AND THE
<br />ENGINEER. THE COST OF SUCH ADJUSTMENTS SHALL BE PAID BY THE
<br />CONTRACTOR AND NO EXTRA PAYMENT WILL BE ALLOWED. ANY SURPLUS EARTH
<br />MATERIAL SHALL BE DISPOSED 01= AS DIRECTED BY THE ENGINEER AT THE
<br />CONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL NEEDED TO
<br />CCMPLETE THE ON-SITE GRADING SHALL BE PROVIDED AND PAID FOR BY THE
<br />CONTRACTOR. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED
<br />BY THE PLANS AND THESE SPECIFICATIONS;
<br />A. EARTH PILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO A
<br />MINIMUM RELATIVE COMPACTION OF 90%, EXCEPT THAT THE AREA WITHIN 6"
<br />BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION
<br />OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80%.
<br />TRACT NO. 2299
<br />S H E E T I N D E X
<br />SHEET 1 TITLE SHEET MONTEZUMA ESTATES, UNIT
<br />SHEET 2 JULIET ROAD PLAN/PROFILE
<br />SHEET 3 MONTEZUMA STREET PLAN/PROFILE
<br />SHEET 4 DAVE'S COURT TITLE SHEET
<br />ORLANDO STREET PLAN/PROFILE
<br />SHEET 5 SAN JOAQUIN COUNTY DETAIL SHEET
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />APPROVED 19 APPROVED 1677= /Z_ 19 y L REVISIONS INC..TOB. NO. 2670 SCALE AS SHOWN SHEET NO.
<br />NO. DESCRIPTION DATE BY WON ENGINEERS, CDATE SEPT. 1989 APPROVED BY: DAT i/ I'
<br />I I PLANNI G • ENGINEERING SURVEYING SCALE HORIZ DESIGNED . BY WE !v OF 5 SHEETS
<br />�""� �L u STOCK N, CALIFORNIA SCALE VERT DRAWN BY HAL
<br />C x� /YIi%U �� I ✓G(i%/.CbC DRAWN t. L JOB NO.
<br />HENRY M. HIR4,TA, DIRECTOR OF PUBLIC WORKS f CHECKED BY.
<br />R.C.E. NO. 14269 DESIGN � CITY ENGINE R 2670
<br />SAN JOAQUIN COUNTY R.C.E. 21258 CHECK C.C.YY. AS BUILT BY STOCKTON, CALIF.
<br />MJNT O ON OI•M NO. IOOWN C"AOPOINI
<br />_3S 13 C
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