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l� 82484 GENERAL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE COUNTY OF SAN JOAQUIN STANDARD CONSTRUCTION SPECIFICATIONS AND IMPROVEMENT STANDARDS. THE STANDARD DRAWINGS OF THE IMPROVEMENT STANDARDS SHALL SUPERSEDE THOSE OF THE STANDARD CONSTRUCTION SPECIFICATIONS WHERE DISCREPANCIES EXIST. 2. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED AND DIRECTED BY THE CONTRACTOR. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. 3. THE CONSULTING ENGINEER SHALL NOTIFY THE COUNTY OF SAN JOAQUIN IMMEDIATELY UPON COMPLETION OF STAKING. (PHONE 944-2281). 4. THE CONTRACTOR SHALL NOTIFY THE COUNTY OF SAN JOAQUIN 48 HOURS PRIOR TO THE INTENTION TO COMMENCE WORK. THE CONTRACTOR SHALL NOT START ANY GRADING UNTIL THE COUNTY COMPLETES PRE -GRADING INSPECTIONS. (PHONE 944-2281). 5. THE CONSULTING ENGINEER HAS VERIFIED IN THE FIELD AND HAS SHOWN HEREIN THE LOCATION AND ELEVATION OF ALL EXISTING STORM DRAIN FACILITIES PERTAINING TO THESE PLANS, EXCEPT WHERE NOTED OTHERWISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. 7. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL- FREE NUMBER 800-652-2444. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES IN DEPTH BELOW THE EXISTING SURFACE. 8.; THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. ALL SERVICE SEWERS SHALL HAVE 4.0 FEET OF COVER AT THE PROPERTY LINE AND SHALL BE AT THE CENTER OF THE LOT AND EXTEND A MINIMUM OF 3' BACK OF RIGHT-OF-WAY WITH A CLEANOUT TO GRADE UNLESS OTHERWISE NOTED ON THE PLANS. 10. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, THE SPINK CORPORATION CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 11. CONTRACTOR TO EXPOSE END OF EXISTING SEWER AND DRAIN LINE FOR SURVEYORS TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF WORK. 12. CONTRACTOR SHALL USE 4' PIPE LENGTHS IN CURVED SECTIONS. JOINT DEFLECTION SHALL COMPLY WITH PIPE MANUFACTURER'S RECOMMENDATIONS. 13. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED IN THE EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS SHALL BE USED. INFLATABLE DEVICES ARE NOT SATISFACTORY. 14. ALL APPLICABLE FEES TO BE PAID BY THE DEVELOPER AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR BEFORE COMMENCEMENT OF CONSTRUCTION. 15. ALL TRENCH BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH SAN JOAQUIN COUNTY IMPROVEMENT SPECIFICATIONS AND STANDARDS. 16. EXISTING A.C. SURFACE SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL WITH THE STREET CENTERLINE AND A MINIMUM OF 1 -FOOT FROM THE EDGE OF PAVEMENT AND EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED, RECOMPACTED AND RESEALED PRIOR TO PAVING. 17. THE COSTS OF REMOVING AND REPLACING OF PAVEMENT OVER STORM AND SANITARY LINE TRENCHES SHALL BE INCLUDED IN THE BID FOR PIPE IN PLACE. REPLACEMENT SHALL BE 4" A.C.//6.5"A.B/6 A.S.B. OR NOT LESS THAN THE EXISTING STRUCTURAL SECTION OF PAVEMENT. 18. HANDICAP RAMP S.D. NO. B-7 SHALL BE CONSTRUCTED AT THE CENTER OF ALL CORNERS UNLESS OTHERWISE SHOWN. COST TO BE INCLUDED IN THE COST OF SIDEWALK. 19. CLEARING AND GRUBBING BID SHALL INCLUDE COST FOR REMOVING (IF ANY) EXISTING FENCES, IRRIGATION LINES, TREES, BUILDINGS, CONCRETE SLABS, CONCRETE FOUNDA- TIONS AND PLUGGING WELLS PER LOCAL HEALTH DISTRICT REQUIREMENTS. DESIGNED BY DRAWN BY CHECKED BY /rOR/LLfl G. GARC/� REV. I DATE I DESCRIPTION I BY IAPP ms'µ\ 0 or Y� 0- �-QApr \\ \ �0 I � 3 Q 3 v _ L ` 1 ? S/OfWQLKANO ,WlMFA4 t,057746 r NOh'</Mr �% _ j 7,h« - 118 "157Ak3 5AA/'it?" J . arw., Madhpe .,rs t,, , i \ 'QO \ 'Qb N \sy 8AM TER MA /N \ EX/ST/NG NOTEBZFOR, SU'9m'T• N(i :-. HE _.76'rR4''+�;;' _ r..'F•f FO✓WD ,k BENCH MARK: ELEVATION DATUM DESCRIPTION 6-,6e SHEET NO / ) WILL/AM MILLel"% L6114I&A 5'AC14A1 E1V2r0 14oAO R Z 1A6A;rY AoAD ,VrRe,er IAIIP 4OVCIIMNre FIELD BOOKS F. B. N2 Fe. Nt F.&Nt 86 z, Foci RCE MA/N SC ALE ' 1001-t IJ0BNtS:;%aZ5'-0/% I 66H//01,5 L/FT 92747/Ort/ fi41vl&z In Q G P,411/1V/G A5aVl a.WY 2'A.0 jik' G"A•B-- Trrz. E SHEET /5' W 10, / "or edgy //T w/3a8 T!!/t/ 411"/40 Grvo co Cye�or�E 9/�Xlc�/C 20 1",Bw4ss ,xosE ,6168 A115_iPi1aV 6e, -54C6' ,f _,-- A" A " sell 4d Pt/, e. <t/9TE.Q Url/E 'pt 0�'5 �fz e rYrP1EAP Pp67) /4' /.JDI/r3D1� GATE �/LLEO I 6v�CDNCreETE I 70' IJ� mss• 3� i i i N/.//. SfAIX6E LIFT STAT1401(/ 5/TE /l/zl_ml /"=/47 , - ") " tleere THE SPINK CORPORATION ENVIRONMENTAL PLANNING -ENGINEERING ARCHITECTURE - SURVEYING • MAPPING - SYSTEMS 730 F STREET • SACRAMENTO, CALIFORNIA 95914 • PHONE (916)444.8170 SHEET 2 .OF. 14 r.� _i� �•.Y PPO� tleere THE SPINK CORPORATION ENVIRONMENTAL PLANNING -ENGINEERING ARCHITECTURE - SURVEYING • MAPPING - SYSTEMS 730 F STREET • SACRAMENTO, CALIFORNIA 95914 • PHONE (916)444.8170 SHEET 2 .OF. 14