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<br />GENERAL NOTES BOGGS TRACT SEWER COLLECTION SYSTEM
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE COUNTY OF SAN
<br />JOAQUIN IMPROVEMENT STANDARDS, LATEST EDITION, AND ALL AMENDMENTS THERETO TO -DATE,
<br />AND WITH THE SPECIAL PROVISIONS AND SPECIFICATIONS PROVIDED IN THE CONTRACT
<br />DOCUMENTS.
<br />2. 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 OF ALL
<br />PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
<br />NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
<br />COUNTY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE COUNTY.
<br />3. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE CITY OR COUNTY DO NOT
<br />ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR
<br />SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE
<br />LINES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, SO THAT
<br />NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS CONTRACT. CONTACT ("U.S.A."
<br />800-227-2600).
<br />4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE WORK
<br />THROUGHOUT THE PERIOD OF CONSTRUCTION.
<br />5. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND ORDINANCES
<br />RELATING TO THE SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. THIS
<br />SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SHORING OF TRENCHES, VENTILATION OF CONFINED
<br />SPACES, CONFORMANCE TO TRAFFIC CONTROL REQUIREMENTS INCLUDING THE PROVISION AND
<br />MAINTENANCE OF BARRICADES AND THE PREPARATION AND IMPLEMENTATION OF TRAFFIC CONTROL
<br />PLANS AS REQUIRED.
<br />6. ALL OPEN CUT CONSTRUCTION FOR PIPING, ACCESS PITS, AND MAINTENANCE HOLES SHALL HAVE SHORING
<br />SYSTEMS IN COMPLIANCE WITH CAL OSHA AND COUNTY OF SAN JOAQUIN REQUIREMENTS. THE APPROVED
<br />SHORING SYSTEM SHALL BE USED FOR CONSTRUCTION OF OPEN CUT PIPING. CONTRACTOR SHALL
<br />REPAIR AND REPLACE WITH LIKE AND KIND ANY DAMAGE CAUSED BY INSTALLATION AND REMOVAL OF
<br />SHORING SYSTEMS TO PRECONSTRUCTION CONDITION.
<br />7. THE CONTRACTOR SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE, NOTIFY THE COUNTY OF
<br />SAN JOAQUIN AT (209) 468-3000 AT LEAST 5 WORKING DAYS PRIOR TO START OF WORK.
<br />8. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK DONE WITHIN THE CITY
<br />RIGHT-OF-WAY FROM THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT, AND NOTIFY THE CITY
<br />24 HOURS IN ADVANCE OF STARTING ANY WORK REQUIRED IN THE PLANS.
<br />9• CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CALIFORNIA WATER SERVICE COMPANY FOR
<br />USE OF WATER FROM ANY FIRE HYDRANT. THE PERMIT SHALL ALSO BE APPROVED BY THE
<br />CITY OF STOCKTON FIRE DEPARTMENT.
<br />10. ALL SEWER PIPES SHALL BE TESTED FOR WATER TIGHTNESS IN ACCORDANCE WITH THE
<br />COUNTY OF SAN JOAQUIN STANDARD SPECIFICATIONS.
<br />11. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR REQUIRED INSPECTIONS. THE PRESENCE
<br />OR ABSENCE OF A COUNTY REPRESENTATIVE OR OTHER INSPECTOR WILL NOT RELIEVE THE
<br />CONTRACTOR OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF THE WORK.
<br />12. IN ALL LOCATIONS WHERE TRENCH PLATE IS USED ON THIS PROJECT THE CONTRACTOR SHALL
<br />SUPPLY SKID RESISTANT COATING ON THE TRENCH PLATE AND COLD MIX A.C. AT THE EDGES.
<br />TRANSITION A.C. AT 1:5. TRENCH PLATES SHALL BE, WEDGED AND SHIMMED TO PREVENT SLIPPAGE
<br />AND ROCKING UNDER TRAFFIC.
<br />13. MECHANICAL EQUIPMENT USED ON THIS PROJECT SHALL BE SELECTED TO MINIMIZE DAMAGE TO THE
<br />EXISTING PAVEMENT ALONG THE PROJECT SITE AND TO ALL ROADS USED AS TRUCK ROUTES TO
<br />BRING MATERIAL AND EQUIPMENT TO THE PROJECT. THE CONTRACTOR SHALL BE REQUIRED TO
<br />REPLACE DAMAGED A.C. PAVEMENT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
<br />14. THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR DEMOLITION
<br />OR REMOVAL AND REPLACEMENT. ALL DAMAGED EXISTING IMPROVEMENTS AND THOSE IMPROVEMENTS
<br />THAT HAVE BEEN REMOVED OR TEMPORARILY RELOCATED SHALL BE RESTORED BY THE CONTRACTOR
<br />TO A CONDITION EQUAL TO OR BETTER THAN ITS CONDITION PRIOR TO CONSTRUCTION.
<br />IMPROVEMENTS DESIGNATED FOR DEMOLITION SHALL BE DEMOLISHED AND DISPOSED OF BY THE
<br />CONTRACTOR DURING THE CONSTRUCTION PERIOD, ANY DAMAGE TO THE ADJACENT IMPROVEMENTS
<br />SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO THE COUNTY.
<br />15• TRENCH PAVING CUTS SHALL BE WHEEL OR KNIFE CUT EXCEPT FOR ON FRESNO AVE. AND
<br />WASHINGTON ST. WHICH MUST BE SAW CUT. ROUGH EDGES THAT DEVELOP DURING CONSTRUCTION
<br />SHALL BE SAW CUT PRIOR TO INSTALLATION OF PAVEMENT PATCH. AREAS OF A.B. UNDERMINING
<br />SHALL BE SAW CUT 12 INCHES BEYOND UNDERMININGAND A.C. PAVED IN ACCORDANCE WITH THE
<br />PLANS AND SPECIFICATIONS.
<br />16• THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS EXCAVATION MATERIAL AND
<br />DEBRIS PROMPTLY FROM THE SITE AND SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY
<br />En
<br />CONDITION.
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<br />17. THE LOCATION OF PROPOSED SERVICE LATERALS WILL BE AS DIRECTED IN THE FIELD BY THE
<br />Ln COUNTY'S REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE COUNTY AT LEAST 5 DAYS PRIOR
<br />TO THE CONSTRUCTION OF ANY SEWER SERVICE LATERAL FOR DIRECTION OF HORIZONTAL AND
<br />VERTICAL LATERAL PLACEMENT.
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<br />18. THE LOCATION OF RIGHT OF WAY AND PROPERTY LINES SHOWN ON THESE PLANS IS APPROXIMATE
<br />ONLY AND SHOULD NOT BE USED FOR ANY HORIZONTAL MEASUREMENTS OR REFERENCE BY
<br />CONTRACTOR OR THE COUNTY.
<br />19• THE ROADWAY CENTERLINE LOCATION AND STATIONING SHOWN ON THESE PLANS HAS BEEN PROVIDED
<br />FOR REFERENCE ONLY. SUFFICIENT MONUMENTATION IS NOT AVAILABLE TO DETERMINE TRUE
<br />ROADWAY CENTERLINE.
<br />20• UNLESS OTHERWISE CALLED OUT, ALL PROPOSED SANITARY SEWER MAINTENANCE HOLES WILL BE 48"
<br />X DIAMETER TYPE I MAINTENANCE HOLES PER DETAIL 4 SHEET 23.
<br />21 • PROVIDE 20' NO -JOINT LENGTHS OF ALT. SEWER PIPE (TYPE 'B') FOR ANY LOCATION WHERE THE
<br />PROPOSED SEWER WILL CROSS OVER EXISTING WATER MAIN. USE ALT. SEWER PIPE (TYPE 'B') FOR
<br />PROPOSED SEWER HORIZONTALLY WITHIN 10' OF AN EXISTING WATER MAIN OR BE WITHIN 1'-0"
<br />FROM BOTTOM OF WATER MAIN. SEE C.O.S. STD. DWG. NO. 48. PROVIDE 12" MINIMUM VERTICAL
<br />AND HORIZONTAL SEPARATION BETWEEN THE PROPOSED SEWER AND ALL EXISTING UTILITIES. IF ANY
<br />EXISTING UTILITIES NEED TO BE RELOCATED, THE CONTRACTOR SHALL NOTIFY THE UTILITY OWNER
<br />AND THE COUNTY'S REPRESENTATIVE FOR DIRECTION.
<br />DRAWN BY DATE
<br />COUNTY OF SAN JOAQUIN
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<br />BENCHMARK KSN 55008 ELEV. 5.40 DATUM C.O.S.
<br />FOUND BRASS DISK C.O.S. # 243 STAMPED -7S-5- IN MONUMENT BOX AT
<br />INTERSECTION OF CENTERLINES FRESNO AVE. AND WASHINGTON STREET.
<br />STAMPED RESET 10-2001 LS 6953, ELEVATION REVISED PER 12/2001LEVEL
<br />LOOP. KJELDSEN, SINNNOCK & NEUDECK, INC. (209)964-0268
<br />TITLE
<br />SHEET, KEY MAP INDEX AND GENERAL NOTES
<br />2.
<br />ENGINEER
<br />DATE
<br />CHECKED
<br />I
<br />DATE
<br />SUBMITTED
<br />I DATE
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<br />FOUND BRASS DISK C.O.S. # 243 STAMPED -7S-5- IN MONUMENT BOX AT
<br />INTERSECTION OF CENTERLINES FRESNO AVE. AND WASHINGTON STREET.
<br />STAMPED RESET 10-2001 LS 6953, ELEVATION REVISED PER 12/2001LEVEL
<br />LOOP. KJELDSEN, SINNNOCK & NEUDECK, INC. (209)964-0268
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<br />KEY MAP INDEX
<br />SCALE: 1"=300'
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
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<br />DIRECTOR OF PUBLIC WORKS EXP. DATE: lfisilos-
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<br />SHEET INDEX
<br />1.
<br />TITLE
<br />SHEET, KEY MAP INDEX AND GENERAL NOTES
<br />2.
<br />ENGINEER
<br />DATE
<br />CHECKED
<br />AND
<br />DATE
<br />SUBMITTED
<br />I DATE
<br />I APPROVED
<br />AND
<br />I DATE
<br />VENTURA AVE. STA. 12+50 TO 24+50
<br />5.
<br />PLAN
<br />AND
<br />PROFILE
<br />/PROJECT
<br />1/i�•L
<br />El�1u�
<br />AND
<br />PROFILE
<br />S. DEL NORTE AVE. STA. 0+90.35 TO 7+10.89
<br />7.
<br />PLAN
<br />AND
<br />PROFILE
<br />N. DEL NORTE AVE. STA. 1+00 TO 8+28.32
<br />8.
<br />PLAN
<br />AND
<br />PROFILE
<br />FILE NAME
<br />DRAWER SHEET NO.
<br />ACAD
<br />AND
<br />PROFILE
<br />LOS ANGELES AVE. STA. 12+25 TO 23+00
<br />10.
<br />PLAN
<br />AND
<br />PROFILE
<br />LOS ANGELES AVE. STA. 23+00 TO 28+75
<br />11.
<br />PLAN
<br />Mar 01, 200) -
<br />14 05 44 DWG Name: Q:A6SAN040300\WATRES DRAFTING\sheets\sheet 01.dwq
<br />Updated By: RLehutsky
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<br />KEY MAP INDEX
<br />SCALE: 1"=300'
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROV' DATE: L t
<br />/V*,*
<br />• S34
<br />RCE No. /
<br />DIRECTOR OF PUBLIC WORKS EXP. DATE: lfisilos-
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<br />SHEET INDEX
<br />1.
<br />TITLE
<br />SHEET, KEY MAP INDEX AND GENERAL NOTES
<br />2.
<br />PROJECT MAP, LEGEND AND ABBREVIATIONS
<br />3.
<br />PLAN
<br />AND
<br />PROFILE
<br />VENTURA AVE. STA. 0+90.39 TO"12+50
<br />4.
<br />PLAN
<br />AND
<br />PROFILE
<br />VENTURA AVE. STA. 12+50 TO 24+50
<br />5.
<br />PLAN
<br />AND
<br />PROFILE
<br />VENTURA AVE. STA. 24+50 TO 31+75
<br />6.
<br />PLAN
<br />AND
<br />PROFILE
<br />S. DEL NORTE AVE. STA. 0+90.35 TO 7+10.89
<br />7.
<br />PLAN
<br />AND
<br />PROFILE
<br />N. DEL NORTE AVE. STA. 1+00 TO 8+28.32
<br />8.
<br />PLAN
<br />AND
<br />PROFILE
<br />LOS ANGELES AVE. STA. 0+92.02 TO 12+25
<br />9.
<br />PLAN
<br />AND
<br />PROFILE
<br />LOS ANGELES AVE. STA. 12+25 TO 23+00
<br />10.
<br />PLAN
<br />AND
<br />PROFILE
<br />LOS ANGELES AVE. STA. 23+00 TO 28+75
<br />11.
<br />PLAN
<br />AND
<br />PROFILE
<br />FRESNO AVE. STA. 0+92,11 TO 12+25
<br />12.
<br />PLAN
<br />AND
<br />PROFILE
<br />WILKIE AVE. STA. 0+94.22 TO 6+36.27
<br />13.
<br />PLAN
<br />AND
<br />PROFILE
<br />MERCED AVE. STA. 0+87.94 TO 8+23.54
<br />14.
<br />PLAN
<br />AND
<br />PROFILE
<br />MODESTO AVE. STA. 0+85.82 TO 10+15
<br />15.
<br />PLAN
<br />AND
<br />PROFILE
<br />SCOTTS AVE. STA. 1+00.25 TO 11+50
<br />16.
<br />PLAN
<br />AND
<br />PROFILE
<br />SCOTTS AVE. STA. 11+50 TO 21+40.22
<br />17.
<br />PLAN
<br />AND
<br />PROFILE
<br />HAZELTON AVE. STA. 1+05 TO 11+50
<br />18.
<br />PLAN
<br />AND
<br />PROFILE
<br />HAZELTON AVE. STA. 11+50 TO 16+38.68
<br />19.
<br />PLAN
<br />AND
<br />PROFILE
<br />HAZELTON AVE. (EAST) STA. 0+65.00 TO 10+25.78
<br />20.
<br />PLAN
<br />AND
<br />PROFILE
<br />SONORA ST. STA. 1+04.98 TO 12+50
<br />21.
<br />PLAN
<br />AND
<br />PROFILE
<br />SONORA ST. STA. 12+50 TO 13+30
<br />PLAN
<br />AND
<br />PROFILE
<br />MAIN ST. STA. 1+02.96 TO 4+85.82
<br />22.
<br />PLAN
<br />AND
<br />PROFILE
<br />WASHINGTON ST. STA. 1+04.95 TO 8+94.03
<br />23.
<br />DETAILS
<br />24.
<br />DETAILS
<br />25.
<br />RESURFACING
<br />PLAN
<br />(ADDITIVE BID ALTERNATIVE A)
<br />26.
<br />RESURFACING
<br />PLAN
<br />(ADDITIVE BID ALTERNATIVE B)
<br />27.
<br />CONSTRUCTION
<br />SIGNS
<br />28.
<br />CONSTRUCTION
<br />SIGNS
<br />T
<br />7�`,
<br />DIAL TOLL FREE
<br />-600-227-2600
<br />AT IEASI' TWO DAYS
<br />BEFORE YOU DIG
<br />UNDEEGROUND SEN U AIM OF NONTBM CAtMMIA
<br />PS O M A S
<br />2295 Gateway Oaks Drive, Suite 250
<br />Sacramento, CA 95833
<br />(916) 929-7100 (916) 929-6380 (FAX)
<br />Boggs Tract Sewer System
<br />TITLE SHEET, KEY MAP INDEX AND
<br />GENERAL NOTES
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />SCALE: AS NOTED APPROVED BY: DATE: SHEET No
<br />DESIGNED BY: RT1-
<br />- -
<br />DRAWN BY: RSL/CC I I I D of 2$ SHEETS
<br />PROJECT NO.
<br />CHECKED BY: CRC t't✓1✓brV I ✓--
<br />CITY ENGINEER 6SAN0403
<br />RECORD DWG.: STOCKTON, CALIF.
<br />4$10 G
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