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N. GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THIS PROJECT. 2) ALL IMPROVEMENTS TO BE DONE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS; SAN JOAQUIN COUNTY BUILDING DEPARTMENT; THE LATEST EDITION OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFI- CATIONS; AND T41E i"'"STRICT STANDARDS. 3) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. IF THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. 4) BUILDING PADS: CONTRACTOR TO PROVIDE COMPACTED PADS FOR BUILDINGS GRADED TO THE ELEVATIONS SHOWN ON THE GRADING PLAN. 5) ALL COMPACTION TESTS TO BE PAID FOR BY THE CONTRACTOR. 6) THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. HE SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITIES TWENTY-FOUR HOURS IN ADVANCE OF ANY CONSTRUCTION. (UNDERGROUND SERVICE ALERT - (800) 642- 2444). 7) CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES. 8) DUST CONTROL: APPROPRIATE DUST CONTROL SHALL BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE AT THE CONTRACTOR'S EXPENSE. 9) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT AUTHORIZATION FROM THE ENGINEER. 10) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. 11) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THF. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND SAN JOAQUIN COUNTY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGE- NCE OF DESIGN PROFESSIONAL. 12) THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF SAN JOAQUIN COUNTY, DEPT. OF PUBLIC WORKS, AND STATE REGULL- TIONS. 13) NECESSARY ENCROACHMENT PERMITS SHALL BE OBTAINED FROM THE COUNTY OF SAN JOAQUIN, BEFORE BEGINNING OF WORK. 14) ALL TRENCHES ON EXISTING MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL EXISTING STREETS SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUT IS MADE. 15) CONSTRUCTION STAKING FOR CURB, GUTTER, SIDEWALK, SANITARY SEWER, AND STORM DRAIN SHALL BE DONE BY THOMPSON- HYSELL ENGINEERS. THE CONTRACTOR SHALL NOTIFY CIVIL ENGINEER 48 HOURS IN ADVANCE OF HIS NEED FOR STAKING. 16) THE CONTRACTOR SHALL STAMP THE LETTER "S" AND "W" DIRECTLY ABOVE THE SEWER AND WATER LATERAL LOCATIONS, AT THE BACK OF SIDEWALK. 17) DRIVEWAYS ON STREETS WITH 6" VERTICAL CURBS SHALL BE LOCATED BY THOMPSON-HYSELL ENGINEERS IN THE FIELD AT THE TIME OF CONSTRUCTION. 18) CIVIL ENGINEERS SHALL SET THE MONUMENTS. 19) BENCH MARK: CHISELED SQUARE IN TOP OF CURB, GUTTER AND SIDEWALK, NORTH SIDE OF J STREET AT THE NORTH EAST PROPERTY CORNER. ELEVATION: 15.35 ELEVATION 15.35 - 0.10 = ELEVATION 15.25 L.C.W.D. DATUM B.M. #27 (U.S.G.S.) NOTE: MONUMENT BOXES SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD NO. A-8. STREET SIGNS SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD NO. A-10. TRAFFIC SIGNS SHALL CONFORN TO SAN JOAQUIN COUNTY STANDARD NO. A-11. NOTE: ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO UNIFORM TRAFFIC CONTROLS REQUIREMENTS. c TUMBLEWEED LATHROP, N111=601 Nor A PART wArr • - h �/ n�p�' iii ConriiaC I I I I I Nor � I j (S�EEO! CALIFORNIA APPROVED BY THE SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS. BY: &G &,DATE: A A STORM DRAIN FOAV 92 1 91 90 &.0 Lwj i 88 87 86 85 84 83 82 81 80 J LEGEND: - SAN JOAQUIN COUNTY STATION SERVICE AREA #4 (ZONE A) SEWER CURB, GUTTER AND SIDEWALK -�✓- WATER LINE WATER HANDICAP RAMP ( AS NOTED ) 0 WATER VALVE TELEPHONE CATCH BASIN GAS FIRE HYDRANT ELECTRIC - P G & E CABLE - CONTINENTAL T.V. 2) _,002 DIRECTION OF FLOW AND SLOPE 7- REQ WATER SERVICE 0/ TOP OF CURB ELEVATION -1- IRRIGATION LINE PLAN 79• G PAD ELEVATION - SAGUARO LANE 00 WATT H.P.S. ELECTROLIER SANITARY SEWER PLAN 6 HARLAN RD. 5 FINISHED BACK OF LOT AND LOT STORM DRAIN PLAN 150 WATT H.P.S. ELECTROLIER -19 LINE TOP OF CURB ELEVATION PROFILE rytx Zr-Z-6 dkst iLY�ticvi 3}" NATIVE 0.59 100 WATT H.P.S. ELECTROLIER • 791 EXISTING GROUND ELEVATION Y1 7ypeY-M-.5C dcstiieu/:av, WATER PLAN D.O. r EXISTING ELECTROLIER -0 - STORM DRAIN LINE 2j" NATIVE 11) PLAN O SURVEY MONUMENT & MONUMENT WELL �- MANHOLE PLAN & PROFILE - HARLAN ROAD D.O. 4' 32' 4.0 STOP SIGN -s- SEWER LINE 2) MISCELLANEOUS DETAILS T SEWER SERVICE ♦ STREET NAME SIGN I( D.O. ■■ ELECTROLIER POWER SOURCE AND Pr • UTILITY POLE -�S CONDUIT RUN 0.29 0.42 9 SAGUARO LN. ELECMOUER PL AN 79 Z STORM - SAN JOAQUIN COUNTY STATION SERVICE AREA #4 (ZONE A) SEWER - LATHROP COUNTY 1) WATER DISTRICT WATER - LATHROP COUNTY & WATER DISTRICT TELEPHONE - CONTEL, PACIFIC BELL GAS - P G & E ELECTRIC - P G & E CABLE - CONTINENTAL T.V. TUMBLEWEED PARK LATHROP, CALIFORNIA ''E'/ISIC)+: - v'IMP I 0 PREPARED FOR: ATHERTON - KIRK DEVELOPMENT 123 N. SYCAMORE AVENUE SUITE 201 MANTECA, CALIFORNIA 95336 V/C/N/ T Y MAP INDE(: STATION 1) ELECTROLIER PLAN 8) PLAN & PROFILE - CAMELBACK DRIVE STREET FROM TO R.O.W. CURB WALK - SHOWLOW LANE 2) GRADING PLAN AC AB REQ DESIGN 9) PLAN & PROFILE - SAGUARO LANE 3) SANITARY SEWER PLAN 6 HARLAN RD. - SEDONA LANE 4) STORM DRAIN PLAN 10) PLAN & PROFILE - TUMBLEWEED LANE 3}" NATIVE 0.59 0.59 7 '0' ST. - MARCILANE 5) WATER PLAN D.O. 4' 40' 6.0 77 2j" NATIVE 11) PLAN & PROFILE - RIEGER DRIVE 6) PLAN & PROFILE - HARLAN ROAD D.O. 4' 32' 4.0 77 2" NATIVE 2) MISCELLANEOUS DETAILS 7) PLAN & PROFILE - O STREET 0+00 3+65 50' D.O. 4' NOTE: AT THE TIME OF ACCEPTANCE OF IMPROVEMENTS, THE FOLLOWING STREETS ARE TO BE DECLARED THRU ROADS: - 0 STREET AT THE INTERSECTION OF SHOWLOW LANE. - 0 STREET AT THE INTERSECTION OF SAGUARO LANE. - O STREET AT THE INTERSECTION OF TUMBLEWEED LANE. - RIEGER DRIVE AT THE INTERSECTION OF MARC/ LANE. - RIEGER DRIVE AT THE INTERSECTION OF SAGUARO LANE. RECORD DRAWING BY: /w DATE: Q ZzSzj 'HAh.' U TO MAR: LN r; t, e:R u< THOMPSON a HYSELL ENGINEERS 1016 12TH STREET, MODESTO, CA. 95354 (209) 521-8986 N0. 32260 EX. 12-31-88 SCALE I � = BO' DR. BY 70 JOB NO. 5406 CK. BY SE DISK //10 DATE 2-5-49 SHEET NUMBER OF, J STATION SECTION GE SHEET STREET FROM TO R.O.W. CURB WALK PVMT. T.I. R.V. AC AB REQ DESIGN 6 HARLAN RD. 4+39 12+31 60' VERT. 4' 5' 8.0 77 3}" NATIVE 0.59 0.59 7 '0' ST. 0+00 10+75 60' D.O. 4' 40' 6.0 77 2j" NATIVE 0.44 0.48 8 CAMELBACK DR. 0+00 3+30 50' D.O. 4' 32' 4.0 77 2" NATIVE 0.29 0.42 SHOWLOW LN. 0+00 3+65 50' D.O. 4' 32' 4.0 77 2" NATIVE 0.29 0.42 9 SAGUARO LN. 0+00 6+18 50' D.O. 4' 32' 4.0 77 2" NATIVE 0.29 0.42 SEDONA LN. 0+00 2+43 50' D.O. 4' 32' 4.0 77 2F NATIVE 0.29 0.42 10 TUMBLEWEED LN. 0+00 6+22 50' D.O. 4' 32' 4.0 77 2" NATIVE 0.29 0.42 MARCI LN. 0+00 1+25 50' D.O. 4' 32' 4.0 77 2" NATIVE 0.29 0.42 11 RIEGER DR. 0+00 8+28 50' D.O. 4' 32' 4.0 77 Me" NATIVE 0.29 0.42 NOTE: AT THE TIME OF ACCEPTANCE OF IMPROVEMENTS, THE FOLLOWING STREETS ARE TO BE DECLARED THRU ROADS: - 0 STREET AT THE INTERSECTION OF SHOWLOW LANE. - 0 STREET AT THE INTERSECTION OF SAGUARO LANE. - O STREET AT THE INTERSECTION OF TUMBLEWEED LANE. - RIEGER DRIVE AT THE INTERSECTION OF MARC/ LANE. - RIEGER DRIVE AT THE INTERSECTION OF SAGUARO LANE. RECORD DRAWING BY: /w DATE: Q ZzSzj 'HAh.' U TO MAR: LN r; t, e:R u< THOMPSON a HYSELL ENGINEERS 1016 12TH STREET, MODESTO, CA. 95354 (209) 521-8986 N0. 32260 EX. 12-31-88 SCALE I � = BO' DR. BY 70 JOB NO. 5406 CK. BY SE DISK //10 DATE 2-5-49 SHEET NUMBER OF, J