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G E N E R A L N O T E S
<br /> FINISH GRADE SEE SHEET C1
<br /> 1 . ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE SAN JOAQUIN 20. THE PROPERTY OWNERS, DEVELOPERS, AND/OR SUCCESSORS IN INTEREST SHALL COMPLY FOR LOCATION 4" BRASS CLEANOUT
<br /> PLUG "C"
<br /> COUNTY STANDARD SPECIFICATIONS AND PLANS, LATEST EDITION, AND WITH THE PROVISIONS OF THE CALIFORNIA GENERAL CONSTRUCTION ACTIVITY STORM WATER USE GRADE RINGS AS 12" FINISH GROUND SUI
<br /> ALL AMENDMENTS THERETO TO-DATE. PERMIT AND STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER 99-08-DWQ NECESSARY, 6-RINGS
<br /> 2. ELEVATIONS ARE REFERRED TO NGVD 29. AC PAVING
<br /> 3. PRIOR TO
<br /> 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR "BROOKS" NO.1 -SP OR "CHRISTY"
<br /> FAMILIAR WITTHH DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING THE CURRENT SAN JOAQUIN COUNTY STANDARDS AND ALL UPDATES AND REVISIONS --THE CONSTRUCTION AND COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL OBTAIN AN CONCRETE COLLAR NO.F8 OR EQUAL CONCRETE COVER.
<br /> ENCROACHMENT PERMIT FROM SJC FLOOD CONTROL FOR THE PIPE BRIDGE CROSSING :. ..- •••. ,. ..• 2" �
<br /> MADE TO ANY OF THE SAN JOAQUIN STANDARD DETAILS SHOWN ON THESE PLANS. THE
<br /> CONTRACTOR IS ALSO RESPONSIBLE FOR BEING FAMILIAR WITH THE WRITTEN SPECIFICATIONS PRIOR TO STARTING ANY WORK, UNLESS OTHERWISE APPROVED BY THE COUNTY. y .
<br /> #4 0 18"
<br /> AND/OR OTHER STANDARD DETAILS NOT SHOWN BUT WHICH ARE INCLUDED IN THE "SAN R a
<br /> 22. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTORS' EXPENSE, TO k °p
<br /> JOAQUIN COUNTY STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS". MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br /> 4 HOOPS .�' " ; I�. Q o
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<br /> 4. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO SAN JOAQUIN COUNTY STANDARD PLANS, CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY 6" CLEANOUT RISER
<br /> SHOWN THUS: SJC DWG. No. AND THE APPROVED SWPPP, CEMENT MORTAR 15 , 24" OR 30" HILI! z
<br /> PRECAST CONCENTRIC (NO HUB)
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING 23. THE CONTRACTOR SHALL FURNISH, INSTALL OPERATE AND MAINTAIN ALL MACHINERY, MANHOLE SCONE SECTION
<br /> IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE 0 -1
<br /> APPLIANCES AND EQUIPMENT TO MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING ••% SHAPE CHANNEL BEFORE CONCRETE
<br /> Q -'
<br /> CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. CONSTRUCTION, AND SHALL DE3" MIS WATER AND DISPOSE OF THE WATER SO AS TO NOT CAUSE _ SETS AND REMOVE TOP DALE OF 6" LATERAL FROM BUILDING
<br /> INJURY TO PUBLIC OR PRIVATE PROPERTY, OR TO CAUSE A NUISANCE OR MENACE TO THE PIPES WITHIN MANHOLE AS SHOWN.
<br /> 6. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH SJC STANDARD DRAWING N0. R-29 PUBLIC. THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THE �+'' USE CLASS CONCRETE.
<br /> AND SPECIFICATION 5. :4' II . I
<br /> GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT WHICH d ' T'-- -.J II I FLEXIBLE JOINTS
<br /> 7. EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE WOULD CAUSE DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. ALL COSTS a' ,d•
<br /> STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. R q _4 a d (TYP.)
<br /> THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM WATER sT© (FOR PVC SEWERINSTALL 45°
<br /> 8. THE CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING OF EXCAVATION LOWEST OF ANY FILL TO THE SPECIFIED DENSITY. DISPOSAL OF WATER SHALL PIPE) WYE-TEE COMBINATION
<br /> CONCRETE CURB, GUTTER OR SIDEWALK, ASPHALT CONCRETE PAVING, AND DELETERIOUS
<br /> BE IN ACCORDANCE WITH THE APPROVED SWPPP AND SHALL NOT DAMAGE- PROPERTY, CREATE3" CCR. ACCEPTABLE PIPE
<br /> MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK. ALL SUCH EXCESS MATERIAL A PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL HAVE ON HAND, UNDISTURBED.
<br /> GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE CONTRACTOR, PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR EMERGENCIES AND EARTH #4 0 12- E.W. 1. POLYVINYL
<br /> SHALL HAVE WORKMEN AVAILABLE FOR ITS OPERATION. THE DEWATERING SYSTEM SHALL CHLORIDE (PVC)
<br /> 9. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE OPERATE CONTINUOUSLY UNTIL BACK-FILL. HAS BEEN COMPLETED TO 1 FOOT ABOVE THE 4'_0' 1._O. MIN. SDR-35 REFER TO
<br /> ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING NORMAL STATIC GROUNDWATER LEVEL. STANDARD
<br /> ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN s" �)
<br /> 3'-O" MAX' SPECIFICATIONS
<br /> THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE CONTRACTOR'S SOLE
<br /> RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM CONTACT LIST
<br /> DURING THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO
<br /> COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES,
<br /> UTILITIES AND SERVICES TO THE DEVELOPMENT. THE CONTRACTOR SHALL NOTIFY MEMBERS OF A) REGULATORY AGENCY: SAN JOAQUIN COUNTY PUBLIC WORKS THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING 1. TO BE USED WHERE DISTANCE FROM "TOP OF BASE TO BOTTOM OF COVER
<br /> EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER (800-227-2600). B) SEWER & WATER: PRIVATE WELL & SEPTIC SYSTEM FRAME IS BETWEEN 15' AND 30".
<br /> SAN JOAQUIN COUNTY 2. MANHOLE SHALL HAVE Na STEPS ALTERNATE INSTALL 45° WYE"--TEE
<br /> 10. ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ENVIRONMENTAL HEALTH 3. JOINTS SHALL BE WRAPPED WITH 9-INCH RUB'R-NEK EXTERNAL CONCRETE LATERAL CONNECTION COMBINATION
<br /> (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL D) GAS & ELECTRIC: P. G. & E. JOINT WRAP' OR APPROVED EQUAL STORM DRAIN
<br /> SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY 4040 WEST LANE 4. USE MANHOLE FRAME & COVER PER DWG STD CW-M3 LATERAL
<br /> AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: STOCKTON, CA 95204"PRIOR TO TAT
<br /> UNDERGROUNDSNING NSTALLATIONAI.E., SNEWER,OWATERA FUELL L, ELECTRIC LINES,E MADE TO DETERMINE
<br /> ETC. WHETHER
<br /> BE 942-1461 GAS) SHALLOW MAN PLUG IF NOT CONNECTED
<br /> ::
<br /> ENCOUNTERED �ELECTRIC)
<br /> HOLE ( )
<br /> AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. F) TELEPHONE SBC
<br /> WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN RYAN CRAWFORD N.T.S. CLEANOUT DETAIL
<br /> INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND 44 W. YOKUTS AVE.
<br /> DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR STOCKTON, CA 95207
<br /> THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE 474-4727 N.T.S.
<br /> AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO G) CABLE COMCAST SEE CLEANOUT DETAIL THIS SHEEP
<br /> THE START OF ACTUAL EXCAVATION." JIM HOLT
<br /> 6505 TAM 0 SHANTER AVE.11. THE CONTRACTOR SHALL CONTACT SAN JOAQUIN COUNTY COMMERCIAL
<br /> STOCKTON, CA95207FACILITIES MANAGEMENT DIVISION REPRESENTATIVE, DAVID FARR, 209-468-8453 473-4955 J/ DISTRIBUTION B O X
<br /> AT LEAST 72 HOURS IN ADVANCE OF THE CONTRACTOR'S INTENT TO SCHEDULE A \\\/\\ \ � \ \ \ \� �\ \\�. . ....... _
<br /> PRE-CONSTRUCTION CONFERENCE PRIOR TO STARTING ANY WORK. \ \ \\/\\/\\ /\ MODEL D 30
<br /> \/ \/
<br /> 12. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL i / / / / / / ,� %\i,/ \\ \\ \ / / / \ �\ `� (JENSEN PRECAST MODEL D-30 OR
<br /> UTILITY LOCATIONS. IT SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO ` /\�\ \� \� \� \� \\ \ �\ " \\\� /� �\�/\ /�\/�\/�\ /\\� 22,5° APPROVED EQUAL)
<br /> PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM ���/���/�/ �� 4 STRAW OR // \/\�\� \// // /� TYP.
<br /> DURING THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE \//\//\//\�/ / \ FILTER FABRIC \��\��\�
<br /> \ \ \ \ \ \ NATIVE SOIL BACKFILL SEE NOTE 2 �/ �/
<br /> REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES _ \ /�/�/��� 6 MIN. ( \ \ \ \ \� NATIVE SOIL BACKFILL
<br /> INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT. (SEE �\//�\//�\//\\//\\// LEACH LINE DETAIL) \�/�\�/�\����� //\��/\���\/�\
<br /> ( ) /\�\ OPTIONAL
<br /> 13, WHENEVER EXISTING ASPHALT OR CONCRETE PAVEMENT IS BROKEN OR CUT DURING THE INSTALLATION \//\//\/\// / 4" STRAW OR FILTER FABRIC \ " OUTLET
<br /> OF THE WORK COVERED BY THESE PLANS AND SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED \\/\\/�����/��/ " \ \�\/\�\ \//\//\/\/ SEEINOTELISE LOCATIONS
<br /> WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE / / /
<br /> 2 ROCK 2" IN. LEACH LINE DETAIL
<br /> ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL OF THE 42" MAX. 11 24" CAST IRON
<br /> SAN JOAQUIN COUNTY FACILITIES MANAGEMENT DEPARTMENT. o 2" IN o0 00000ap OOo�OpO0O0o T FRAME AND COVER,
<br /> 14. PAYMENT FOR PAVEMENT WILL BE MADE FOR THE REPLACEMENT OF Oo o 00000 pOO �OOo ooOo OO GASTIGHT
<br /> PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE 4 PIPE (PVC PERFORATED) 24 GASTIGHT MANHOLES,
<br /> IMPROVEMENTS COVERED BY THESE PIANS AND SPECIFICATIONS, GboO� 000�aQ�,�OoO CAST IRON FRAME AND COVER.
<br /> SHALL BE INCLUDED IN THE CONTRACTORS UNIT PRICE FOR PAVEMENT, GbO��p��Oo�G 'OoU 6" SANITARY TEE I „ USE REDUCER D30-24C
<br /> AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK. �p� 24 �i D-30-2457
<br /> OoO cO�OaO o o ao ,
<br /> 0 o a GbOo \/\
<br /> p o D o 0 0 a o� 1 MIN. ROCK " " \ \�\\�\\% STANDARD LID
<br /> 15. THE CONTRACTOR SHALL EXPOSE EXISTING FORCE MAINS WHERE CONNECTIONS ARE TO BE MADE O o� OoaO�Oo� fi --• 4 REDUCED
<br /> SO EXISTING FLOW LINES AND LOCATIONS CAN BE VERIFIED BEFORE THE START OF CONSTRUCTION. C�'�d �� ObOQ J -- - 24pp -� A5 REQUIRED
<br /> COST
<br /> OO AT EXTRA
<br /> 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR "
<br /> Op 0 5 /
<br /> JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING F (1.01-
<br /> SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ° RISER-3
<br /> CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE 24" MIN. o o OO 4 143 LBS.
<br /> CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 00 CO
<br /> HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ° 4" PERFORATED PIPE s 3006- RISER-6"
<br /> PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE286 LBS.
<br /> SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, NOTES: 25' °
<br /> VARIABLE D30--24ST STANDARD
<br /> ° 3012- RISER-12" COVER AND LID
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<br /> 17. CONSTRUCTION STAKING:
<br /> 1. DRAIN ROCK SHALL BE CLEAN, SOUND GRAVEL OR CRUSHED ROCK RANGING IN SIZE FROM 1 - 2 � INCH O� 573 LBS. SOLID CONCRETE
<br /> DIAMETER, WITH < 5% OUTSIDE THIS RANGE. 0
<br /> A. CONSTRUCTION STAKING SHOULD BE PERFORMED BY THE ENGINEER WHO PREPARED THE PLAN. 2. FILTER MATERIAL SHALL BE PROTECTED FROM THE EARTH BACKFILL BY 15 POUNDS ASPHALT - SATURATED FELT 0 00 "
<br /> THIS PERMITS DETECTION OF ANY NECESSARY AND APPROPRIATE ADJUSTMENT OF THE PLANS. THIS OR APPROVED MATERIAL. O� 2 - 4" DIAMETER AGGREGATE,
<br /> NOTE GIVES FORMAL NOTICE THAT THE FIRM OF SIEGFRIED ENGINEERING, INC. CANNOT, AND WILL 3. ALL BENDS USED IN LEACH LINES SHALL HAVE ONE TIGHT JOINT AT EACH END OF BEND. ° OO OO CLEANED & WASHED UP TO DESIGN LOAD: H-20
<br /> NOT, TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH 4. LEACH LINE PIPING SHALL BE INSTALLED TIGHT W NO OPEN JOINTS. ° O�O��p 2" ABOVE DISTRIBUTION PIPE, 1,953 LBS.
<br /> / CONFORMS TO:
<br /> COULD HAVE BEEN AVOIDED OR DEFECTED AND/OR CORRECTED OR MITIGATED HAD SIEGFRIED 5. TIGHT LINES SHALL BE SCHEDULE 40, SDR35 WITH WATER TIGHT JOINTS. OC�OO LEVEL THROUGH OUT PIT
<br /> 00 O`OO�O ASTM C--478
<br /> ENGINEERING, INC. PERFORMED THE CONSTRUCTION STAKING WORK. (REFER TO EHS FOR SEPARATION / MINIMUM DISTANCE REQUIREMENTS.) 0 On�OOO
<br /> B. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING WHETHER CONSTRUCTION STAKING IS (1) O� ° �00�00� -- 30"
<br /> PROVIDED BY THE OWNER OR (2) THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT THAT TYPICAL LEACH LINE °
<br /> SIEGFRIED ENGINEERING, INC. IS PROVIDING THE CONSTRUCTION STAKING UNDER CONTRACT WITH d
<br /> CROSS-SECTION-SECTION \�//\ 0 00 %���\ 33 PLASTIC PIPE SEALS.
<br /> EITHER THE OWNER OR THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY SIEGFRIED ENGINEERING, /� \ \
<br /> \ FITS 3 & 4 SMOOTH
<br /> INC. FORTY-EIGHT (48) HOURS PRIOR TO THE ACTUAL NEED FOR STAKING. ANY STAKING \ � 12„
<br /> \
<br /> REQUESTED BY THE CONTRACTOR OR HIS SUBCONTRACTORS WHICH EXTENDS BEYOND THE SCOPE WALL PLASTIC PIPE.
<br /> N.T.S. \ \/ ,� \ 10_1/2 NO GROUTING 00
<br /> OF WORK DEFINED IN THE CONSTRUCTION STAKING CONTRACT (E.G. LOST, DAMAGED OR DISTURBED �\/ � �� REQUIRED FOR COMPLETE DESIGN
<br /> N
<br /> I GN L
<br /> Ln
<br /> CONSTRUCTION STAKES) SHALL BE EXTRA WORK CHARGED TO THE CONTRACTOR. /\/ ,f\/\� 60 DIAMETER \�/`�/ /�,// II AND PRODUCT INFORMATION
<br /> .. .....� 40 -�.f � o
<br /> CONTACT JENSEN PRECAST.
<br /> 18. TOPOGRAPHICAL INFORMATION SHOWN REFLECTS A TOPOGRAPHY SURVEY PERFORMED IN
<br /> Nov. 23, 2007. TYPICAL SEEPAGE PIT DETAIL
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<br /> ENGINEER ' S STATEMENT
<br /> N.T.S.
<br /> 19. CLASS A SUBGRADE" SHALL BE GRADED TO RELATIVE COMPACTION OF 95% TO A DEPTH OF o eRo�Ess1oNR z
<br /> SIX INCHES. DESIGN
<br /> UNDER THE DIRECTION OF: � CD
<br /> } N0. 50,027
<br /> - * EXPIRES 6/30/09
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<br /> REVIEWED BY: DATE: 5 °�
<br /> JIW A. BrLLIGMEIER, CIVIL ENGINEER, R.C.E. #50,027
<br /> CA,800-227-2600
<br /> R E V I S I O N S
<br /> NO. DESCRIPTION DATE � JOB NO. 07194 SHEET
<br /> MICKE GROVE ZOO
<br /> BENCH MARK:
<br /> • Civil Engineering of
<br /> DATE 05/27/08
<br /> .6
<br /> eaono4...... °o° A000°oo°°°°°°°o°o°°° o.....°°°°°° , v
<br /> CHISELED CROSS ON CONCRETE AT WEST ° °°° • Land Surveying
<br /> SIDE EXISTING AVIARY AS SHOWN ON
<br /> THIS PLAN. ELEVATION 37.06 + Structural Engineering DESIGN JAB
<br /> PlanningC E N GENERAL AL NOTES , SPECIFICATIONS AND DETAILS C2
<br /> 00� � .S, ,,, •
<br /> *w. DRAWN SK
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<br /> 4045 Coronado Avenue o Stockton, CA 95204
<br /> NV:800-227-2soo 209 943-2021 • Fax: 209 942-0214 CHECKED AJL 11793 MICKE GROVE R 0 A D OF 3 SHEETS
<br /> G I N E E R I N G , INC C . E-Mail: mail0siegfriedeng.com DRAWING FILE NO. o
<br /> F.B. N0. LODI , CALIFORNIA G----
<br />
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