|
GENERAL NOTES
<br />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 SPECIFCATIONS 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. 50 THAT
<br />NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS CONTRACT. CONTACT (-U.S.A.,
<br />800-227-2500).
<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 01 TRAFFIC CONTROL
<br />PLANS AS REQUIRED.
<br />S. 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 />e- CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK DONE WITHIN THE CITY
<br />RIGHT-OF-WAY FROM THE ST MY WORK
<br />OF STPUBLIC WORKS DEPARTMENT, AND NOTIFY THE Cl
<br />24 HOURS IN ADVANCE OF STARTING ANY WORK REQUIRED IN THE PIANS.
<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 PULE AND COLD MIX A.C. AT THE EDGES.
<br />TRANSITION A . 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 AC PAVEMENT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
<br />19. 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 CONDNION 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 POLLS 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 UNDFRMININGANO 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 />CONDITION.
<br />17, THE LOCATION OF PROPOSED SERVICE LATERALS WILL BE AS DIRECTED IN THE FIELD BY THE
<br />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.
<br />1B. THE LOCATION OF RIGHT OF WAY AND PROPERTY LINES SHOWN ON THESE PLANS IS APPROXIMATE
<br />CHIP 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 MAINTENANCF HOLES WILL BE 48"
<br />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 F -O"
<br />FROM BOTTOM OF WATER MAIN. SEE C.O.S. STD. DWG. N0. 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 />[777,AND THE COUNTY'S REPRESENTATIVE FOR DIRECTION.
<br />DRAWN BY DATE
<br />I'e Ii LI IV IFIR IFIT IIIif III: VH
<br />COUNTY
<br />OF
<br />SAN
<br />JOAQUIN
<br />�B
<br />FIaYY�WYwKI NwWrII�Y�YYysA
<br />:I �qT�I
<br />_
<br />SHIEET 21 5 I,
<br />r
<br />-
<br />wi��Nwr.�wM+Ya
<br />RCE N.
<br />STAMPED RESET 10-2001 LS 6953, ELEVATION REVISED PER 12/200ILFVEL
<br />1 'TO' K 01NIl
<br />llr IIY YYY � M TY M ICY Y w! YN r6 M MrM1
<br />WWWYwrrY . wYi.w.crWr.,rr.
<br />WYWrw. 1\�Aiw Iw,wtlY
<br />r.WWWW
<br />OEO 92-)10] (916) 929-61tl (FAX)
<br />'
<br />=
<br />II I
<br />WWIr
<br />WIItY�r MNYMY6�Y .
<br />',l AT A N T D AP, [POVEL P, DAO
<br />1 ry
<br />GO r
<br />AN r4.w.. s 4Y►wY41I.Y.Y.�
<br />r
<br />I I
<br />qaa
<br />I
<br />' 11�_
<br />P S O M A
<br />DEPARTMENT OF PUBLIC WORKS
<br />:I �qT�I
<br />_
<br />SHIEET 21 5 I,
<br />r
<br />-
<br />_
<br />L 1
<br />IL - -R_-----. I I I I ,IT
<br />RCE N.
<br />STAMPED RESET 10-2001 LS 6953, ELEVATION REVISED PER 12/200ILFVEL
<br />1 'TO' K 01NIl
<br />LOOP. KJELDSEN. SINNNOCK W NEUDECK, INC_(209)964-0268
<br />OEO 92-)10] (916) 929-61tl (FAX)
<br />---
<br />=
<br />II I
<br />',l AT A N T D AP, [POVEL P, DAO
<br />1 ry
<br />GO r
<br />1
<br />jHEEfi GTE, 22
<br />r l �
<br />JI I IID NY J
<br />LRAWN OF L/Q: F
<br />m
<br />i I I I I l I L y�
<br />_
<br />PROTL(T NO
<br />C[ II ,K T Oi[
<br />C
<br />NG NEEK
<br />I
<br />I I H NI
<br />III W II,.I
<br />W
<br />BENI
<br />FE OPC DWWGG STOCkIL,N I:STILL
<br />LOT
<br />arvoano
<br />(d
<br />L_
<br />JJ
<br />F
<br />I r f
<br />1 s 7 r
<br />wn I I I I I ISHEEI�1
<br />-�
<br />1 21 1
<br />S*ETIL _- i 1 120 1 I
<br />`--+----:-nrr---�`T1
<br />r--� -" re l
<br />---+ I
<br />j BEE I T
<br />M
<br />.Pr1 I �•o� C
<br />--
<br />aa I
<br />I `.7. V� rTlJ_--
<br />1__
<br />-1
<br />�1ii LcJ-__ I��♦-___�
<br />N
<br />-
<br />it
<br />Ir�l�Ll_TT___ra
<br />ISHEt I i 17: SHEET 18 h li iSHEtT I 1
<br />19
<br />r1
<br />I J---X11.1-yF---11 7--r---r-r
<br />w i Loi L_ r Il r_ _l.
<br />S H i EAU I W 111 1-
<br />N W i I N = '1 N 11-J
<br />- LL_Ji ---L --�'----`�'-ir- ----...L
<br />2 4
<br />i
<br />11----+--i N
<br />ii
<br />I-- 115
<br />Ln
<br />N
<br />ii -i---�
<br />l
<br />SEE�ETi i
<br />SHEET I li 161--
<br />--
<br />r----- ----------
<br />7. : : L_
<br />KEY MAP INDEX
<br />SCALE: 1"=3DO'
<br />'.AO
<br />COUNTY OF SIN JOAQUIN
<br />BENCHMARK P N `UDN LI V JAIL M ..:.
<br />P S O M A
<br />DEPARTMENT OF PUBLIC WORKS
<br />FOUND BRASS DISK C.O.S. M 243 STAMPED "75-5- IN MONUMENT BOX AT
<br />APPROVED-. DATE: _
<br />INTERSECTION OF CENTERLINES FRESNO AVE AND WASHINGTON STREET.
<br />vENT OFJIL
<br />KIP
<br />RCE N.
<br />STAMPED RESET 10-2001 LS 6953, ELEVATION REVISED PER 12/200ILFVEL
<br />1 'TO' K 01NIl
<br />LOOP. KJELDSEN. SINNNOCK W NEUDECK, INC_(209)964-0268
<br />OEO 92-)10] (916) 929-61tl (FAX)
<br />DIRECTOR OF PUBLIC WORKS EXP. DATE.
<br />N ,u 11 1 11 LA FIrF 1 11AND411111'\ ?IPI I"I IN(, r Fx 1 (I O', L"F I 1y RI -T ky
<br />VICINITY MAP
<br />NO SCALE
<br />SHEET INDEX
<br />1, TITLE SHEET, KEY MAP INDEX AND GENERAL NOTES
<br />2, PROJECT MAP, LEGEND AND ABBREVIATIONS
<br />3. PLAN AND PROFILE VENTURA AVE. STA. 0+90.39 TO 12+50
<br />4. PLAN AND PROFILE VENTURA AVE. STA. 12+50 TO 24+50
<br />5. PLAN AND PROFILE VENTURA AVE. STA. 24+50 TO 31+75
<br />6. PLAN AND PROFILE S. DEL NORTE AVE. STA. 0+9035 TO 7+10.89
<br />7. PLAN AND PROFILE N. DEL NORTE AVE. STA. 1+00 TO 8+28.32
<br />8. PLAN AND PROFILE LOS ANGELES AVE. STA. 0+92.02 TO 12+25
<br />9. PLAN AND PROFILE LOS ANGELES AVE. STA, 12+25 TO 23+00
<br />10. PLAN AND PROFILE LOS ANGELES AVE. STA, 23+00 TO 28+75
<br />11. PLAN AND PROFILE FRESNO AVE. STA, 0+92.11 TO 12+25
<br />12. PLAN AND PROFILE WILKIE AVE. STA. 0+94.22 TO 6+3627
<br />13. PLAN AND PROFILE MERGED AVE. STA. 0+87.94 TO 8+23.54
<br />14. PUN AND PROFILE MODESTO AVE. STA. 0+85.82 TO 10+15
<br />15, PUN AND PROFILE SCOFFS AVE. STA, 1+00.25 TO 11+50
<br />16. PUN AND PROFILE SOVIETS AVE. STA. 11+50 TO 21+40.22
<br />17. PUN AND PROFILE HAZELTON AVE. STA. 1+05 TO 11+50
<br />18. PLAN AND PROFILE HAZELTON AVE. STA. 11+50 TO 16+38.68
<br />19. PLAN AND PROFILE HAZELTON AVE. (EAST) STA. 0+65.00 TO 10+25.78
<br />2D. PLAN AND PROFILE SONORA ST. STA. 1+04.98 TO 12+50
<br />21. PLAN AND PROFILE SONORA ST. STA, 12+50 TO 13+30
<br />PLAN AND PROFILE MAIN ST. STA. 1+02.96 TO 4+85.82
<br />22. PLAN AND PROFILE WASHINGTON ST. STA. 1+04.95 TO 8+94.03
<br />23_ DETAILS
<br />24. DETAILS
<br />25. RESURFACING PUN (ADDITIVE BID ALTERNATIVE A)
<br />26. RESURFACING PLAN (ADDITIVE BID ALTERNATIVE B)
<br />27. CONSTRUCTION SIGNS
<br />28. CONSTRUCTION SIGNS
<br />AS"
<br />�4\,. DIAL TOLL FREE
<br />'1�
<br />'t I-�-2z7-��
<br />Al UUM M An
<br />ETt� T IW AV
<br />FDi Boggs Tract Sewer System
<br />uoscm tap uaI a Ionm mua�L
<br />COUNTY OF SAN JOAQUIN
<br />?TYLE SHEET, KEY MAP RDEX AND
<br />P S O M A
<br />S
<br />GEI�"L NOTE
<br />2295 GNmy06,ALI Wlb PW
<br />vENT OFJIL
<br />KIP
<br />II�10, CA 9W3
<br />1 'TO' K 01NIl
<br />OEO 92-)10] (916) 929-61tl (FAX)
<br />',l AT A N T D AP, [POVEL P, DAO
<br />1 ry
<br />-
<br />JI I IID NY J
<br />LRAWN OF L/Q: F
<br />28 E -_
<br />_
<br />PROTL(T NO
<br />C[ II ,K T Oi[
<br />C
<br />NG NEEK
<br />FE OPC DWWGG STOCkIL,N I:STILL
<br />LOT
<br />arvoano
<br />
|