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<br />SCALE: V=20' -O"
<br />2Q 0 20 40
<br />DRAINAGE KEY:
<br />20 INSTALL THREE (3) CARTRIDGE "STORMWATER MANAGEMENT" ASSEMBLY PER DETAIL 1,
<br />SHEET C4-2.
<br />21 CONSTRUCT "CHRISTY" U21 CATCH BASIN W/ TRAFFIC RATED GRATE (OR APPROVED EQUAL)
<br />PER DETAIL 2, SHEET C4-2
<br />22 CONSTRUCT "CHRISTY" U21 CATCH BASIN W1 BOLT DOWN LID (OR APPROVED EQUAL) PER
<br />DETAIL 2, SHEET C4-2
<br />23 CONSTRUCT PRIVATE 12" PVC STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS
<br />AND SPECIFICATIONS
<br />24 CONSTRUCT 8" PVC STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS AND
<br />SPECIFICATIONS
<br />25 CONSTRUCT 8" PVC SDR35 STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS
<br />AND SPECIFICATIONS
<br />26 CONSTRUCT 4" PVC STORM DRAIN FROM TRENCH DRAIN
<br />27 CONSTRUCT 3" PVC SDR35 STORM DRAIN FROM KIOSK ROOF DRAINIDOWNSPOUT TO 8" PVC
<br />SDR35 STORM DRAIN
<br />28 CONSTRUCT 3" PVC SDR35 STORM DRAIN FROM CANOPY DOWNSPOUT TO 8" PVC SDR35
<br />STORM DRAIN
<br />29 CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 5, SHEET C4-1
<br />30 INSTALL 6" "ALHAMBRA FOUNDRY COMPANY" TRENCH DRAIN WITH GRATE, TYPE 'A-2446'
<br />31 INSTALL 10" "NDS" ROUND CATCH BASIN #10605 ON 8" PVC RISER
<br />rRoiWT
<br />Ge to
<br />Basis of Bearings:
<br />THE BEARINGS USED ON THIS DRAWING ARE BASED UPON THE CENTERLINE OF MORADA
<br />LANE, TAKEN AS N89"54'06"W, AS SHOWN ON THE MAP OF LA MORADA, UNIT NUMBER 12,
<br />FILED IN BOOK 37 OF MAPS AND PLATS, PAGE 72, SAN JOAQUIN COUNTY RECORDS.
<br />Bench Mark:
<br />THE BASIS FOR THE ELEVATIONS SHOWN ON THIS DRAWING IS A BRASS DISK MARKING CITY
<br />OF STOCKTON MONUMENT STAMPED "9N-22" AT SOUTH END OF THE SOUTHEAST ONE OF
<br />THREE TRAFFIC MEDIAN ISLANDS AT THE INTERSECTION OF MORADA LANE AT HIGHWAY 99
<br />WEST FRONTAGE ROAD.
<br />ELEVATION = 39,40', NAVD88 DATUM
<br />DIAL TOLL FREE
<br />1-800-227-2600
<br />AT LEAST TWO DAYS
<br />BEFORE YOU DIG
<br />UNDERGROUND SERVICE ALERT OF CALIFORNIA
<br />Grading and Drainage Notes:
<br />1. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS.
<br />THE CITY OF STOCKTON AND ITS OFFICIALS, THE ENGINEER, AND THE OWNER SHALL NOT h s
<br />BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.
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<br />N � {
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<br />2. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEER, MAY REQUIRE
<br />REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE
<br />FIELD. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT
<br />ENGINEER_ y 4
<br />N-
<br />3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PLACEMENT OF ALL SAFETY
<br />DEVICES SUCH AS FENCING BARRICADES, SAFETY TAPE, ETC., AND HE SHALL FOLLOW
<br />ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE CITY OF STOCKTON AND ITS '' _ OR
<br />OFFICIALS, THE ENGINEER, AND THE OWNER SHALL NOT BE RESPONSIBLE FOR
<br />ENFORCING SAFETY REGULATIONS.
<br />4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF
<br />3 rt
<br />ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS
<br />DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE
<br />STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR'S OWN EXPENSE.
<br />5. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND FOODS
<br />KNOWLEDGE. THE CONTRACTOR HAS THE TOTAL RESPONSIBILITY TO VERIFY THE
<br />LOCATION OF EXISTING UNDERGROUND UTILITIES WITH THE UTILITY COMPANIES AND THE
<br />OWNER AND TO NOTIFY THEM WHEN WORKING IN THEIR PROXIMITY_ 1
<br />6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "UNDERGROUND
<br />r:.
<br />SERVICE ALERT" AT 1-800-227-2600 FOR LOCATION OF POWER, GAS, OIL, CAN, WATER,
<br />SEWER, AND TELEPHONE UNDERGROUND FACILITIES. THE CONTRACTOR WILL ALSO BE s :'
<br />RESPONSIBLE FOR CONTACTING THE APPROPRIATE AGENCIES FOR THE LOCATION OF y
<br />ALL UNDERGROUND FACILITIES.
<br />7. THE CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITY LOCATIONS AND
<br />ELEVATIONS PRIOR TO COMMENCEMENT OF WORK IN THAT AREA -
<br />500 WEST CAPITAL AVENUE
<br />8. THE CONTRACTOR SHALL OBTAIN PERMISSION TO ENTER UPON ADJOINING PROPERTY TO y WEST SACRAMENTO, CA
<br />CONSTRUCT IMPROVEMENTS OR TO GRADE PRIOR TO CONSTRUCTION. THE CITY 95605
<br />ENGINEER DOES NOT AUTHORIZE ENTRY PER THESE APPROVED PLANS-
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />9. ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE DESIGN 95852
<br />ENGINEER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE.
<br />10. ALL GRADING SHALL BE CONDUCTED IN ACCORDANCE WITH CHAPTER 33 OF THE U.B.C. REVISIONS
<br />AND CITY ORDINANCE_
<br />11. EARTHWORK: CUT: CY FILL: CY
<br />(FOR OVER -EX) CUT AND FILL QUANTITIES ARE TO BE USED FOR DETERMINING PERMIT
<br />FEES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL
<br />EARTHWORK QUANTITIES FOR BIDDING PURPOSES. EDA DOES NOT, EXPRESSLY OR BY
<br />IMPLICATION EXTEND ANY WARRANTY FOR EARTHWORK QUANTITIES.
<br />12, THE CONTRACTOR SHALL PROVIDE DUST CONTROL DURING ALL PHASES OF THE WORK.
<br />13. ALL GRADING SHALL BE CONDUCTED IN ACCORDANCE WITH CHAPTER 33 OF THE U.B.C. /
<br />AND THE RECOMMENDATIONS OF THE SOILS REPORT PREPARED BY: KLEINFELDER, INC. ,
<br />DATED: MARCH 2, 2005 , JOB NUMBER: 38720.G02 , WHICH SHALL BECOME APART OF
<br />THE PLANS.
<br />14. OWNER SHALL CONTRACT WITH A CERTIFIED SOILS ENGINEER FOR INSPECTION AND
<br />COMPACTION TESTING DURING ROUGH AND FINISH GRADING OPERATIONS.
<br />15. ALL PUMPING SOILS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER
<br />REGARDLESS OF COMPACTION TESTS RESULTS.
<br />design
<br />16. MATERIAL TO BE USED AS BACK FILL OR EMBANKMENT SHALL BE APPROVED BY THE professionals
<br />SOILS ENGINEER AND BE FREE OF OBJECTIONABLE MATERIAL SUCH AS TREES, STUMPS,
<br />ROOTS, LOGS OR OTHERWISE DELETERIOUS MATERIAL.
<br />17. COMPACTION TEST SHALL BE MADE ON SUB -GRADE MATERIAL AND MATERIAL PLACED AS civil engineers . land surveyors . land planners
<br />SPECIFIED BY THE ENGINEER AND AS OUTLINED IN THE SOILS REPORT. SOIL TESTS1548 Santa barbas st . san luis obispo, ca 93401
<br />SHALL BE MADE PRIOR TO THE PLACING OF STRUCTURAL MATERIAL_ ph: 8051549-8658 " email: eda@edainc.com
<br />18. THE PAVING STRUCTURAL SECTION SHALL BE BASED ON SOILS TEST MADE AT THE TIME FESS 1�
<br />OF CONSTRUCTION TO DETERMINE "R" VALUE AND ON A TRAFFIC INDEX OF 6.5 FOR ALLP� P .
<br />PAVED AREAS.
<br />19. SAW -CUT OF EXISTING PAVEMENT SHALL BE ALONG A NEAT VERTICAL LINE PARALLEL TO
<br />CENTERLINE WHERE POSSIBLE AS DIRECTED BY THE ENGINEER OF WORK. APPLY Lic. No. 26,431
<br />PAINT BINDER OF ASPHALTIC EMULSION TO ALL VERTICAL SURFACES OF EXISTING * Expires 3131106
<br />PAVEMENT TO RECEIVE ADDITIONAL MATERIAL AND/OR AS DIRECTED BY THE ENGINEER CIVIL
<br />OF WORK. aF OF
<br />CA0FCg
<br />20. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE REQUIREMENTS FOR AGGREGATE ;
<br />BASE AS SPECIFIED IN SECTION 26 OF THE STATE STANDARD SPECIFICATIONS. ANY SHEET TITLE
<br />WORK DONE THAT DOES NOT MEET OR EXCEED THE MINIMUM SPECIFICATION WILL BE
<br />REJECTED.
<br />21. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR ASPHALT ,,. s G A R `A D I N G AND
<br />CONCRETE AS SPECIFIED IN SECTION 39 OF THE STATE STANDARD SPECIFICATIONS_ ANY
<br />WORK DONE THAT DOES NOT MEET OR EXCEED THE MINIMUM SPECIFICATIONS WILL BE p N AG PLAN
<br />REJECTED.
<br />22. PROVIDE EROSION CONTROL PLANTING FOR ALL FRESH CUT AND FILL SLOPES AND ON
<br />ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES. PERMANENT
<br />VEGETATION SHALL BE ESTABLISHED PRIOR TO FINAL INSPECTION,
<br />23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL
<br />EROSION CONTROL DEVICES AS SPECIFIED BY THE ENGINEER OF WORK AND APPROVED
<br />BY THE CITY ENGINEER. THESE DEVICES SHALL BE IN PLACE OR BE READY TO PLACE
<br />FROM NOVEMBER 15 TO APRIL 15. IN THE EVENT THAT THE DEVICES ARE NOT
<br />PERMANENTLY IN PLACE THEY SHALL BE PLACED IN THE EVENT FORECAST FOR RAIN
<br />EXCEEDS 30%_ AN EMERGENCY CREW SHALL BE AVAILABLE 24 NRS A DAY IN THE EVENT
<br />AN EROSION PROBLEM SHOULD OCCUR. A RESPONSIBLE PERSON AND HIS PHONE
<br />NUMBER SHALL BE NAMED HERE UPON.
<br />NAME: PAT FERRINGTON
<br />PHONE NUMBER: (916) 376-6697
<br />�J1L.
<br />24. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE ENGINEER OF RECORD AND;
<br />THE CITY INSPECTOR AT LEAST 24 HOURS PRIOR TO POUR OF CONCRETE IN ORDER TO
<br />VERIFY LINE AND GRADE OF THE FORM WORK AND SUBGRADE. IN THE EVENT THE ;fw , PROJECT NAME
<br />CONTRACTOR POURS CONCRETE WITHOUT PROPER NOTIFICATION HE IS RESPONSIBLE
<br />FOR REMOVAL AND REPLACEMENT COSTS OF THE IMPROVEMENTS CONSTRUCTED IN THE
<br />EVENT THE IMPROVEMENTS ARE REJECTED. ALL IMPROVEMENTS CONSTRUCTED RAL EY'S #3�6
<br />WITHOUT PROPER FORM INSPECTION WILL BE AT THE CONTRACTOR'S RISK.
<br />25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON ALL SHEETS. r' FUEL CENTER
<br />General Notes:
<br />1. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN IS BY OTHERS. EDA
<br />ASSUMES NO RESPONSIBILITY FOR PRIOR SURVEYS, EASEMENTS, DOCUMENTS,
<br />EXIST EXISTING
<br />e
<br />ETC., RELATING TO THIS PROPERTY, OR ENCROACHMENTS INCLUDING, BUT NOT
<br />E
<br />9is
<br />LIMITED TO, WALLS, FENCES, BUILDINGS, TREES OR UTILITIES.
<br />FS FINISHED SURFACE
<br />2. THE CONTRACTOR SHALL VERIFY EXISTING GRADES AS SHOWN HEREON PRIOR TO
<br />r.
<br />COMMENCEMENT OF CONSTRUCTION. IF SIGNIFICANT DISCREPANCIES EXIST
<br />HP HIGH POINT
<br />FRONTAGE ROA© &
<br />BETWEEN "AS -BUILT" INFORMATION AS SHOWN HEREON AND FIELD CONDITIONS
<br />INV INVERT,.,
<br />THEN THE CONTRACTOR SHALL STOP ALL SURFACE WORK AND CONTACT THE
<br />,`
<br />MORAIDA LANE
<br />DESIGN ENGINEER FOR REVISIONS.
<br />TC TOP OF CURB
<br />STOCKTON, CALIFORNIA
<br />3. THESE PLANS REFERENCE THE CIVIL PLANS FOR EVERGREEN-MORADA RANCH
<br />TG TOP OF GRATE
<br />-
<br />RETAIL CENTER, BY:
<br />PROPOSED SPOT GRADE
<br />AMS ASSOCIATES, INC.
<br />1350 TREAT BOULEVARD, SUITE 250
<br />'
<br />PROJECT NO_
<br />WALNUT CREEK, CA 94596
<br />2.3208.000
<br />TELEPHONE: (925) 943-2777
<br />FAX: (925) 943-2778N,
<br />,:fit,,.
<br />r
<br />DRAWN 13Y
<br />Grading Legend:
<br />EXIST EXISTING
<br />e
<br />Q SCALE
<br />FF FINISHED FLOOR
<br />FL FLOW LINE
<br />9is
<br />AS SHOWN
<br />FS FINISHED SURFACE
<br />GB GRADE BREAK
<br />HP HIGH POINT
<br />INV INVERT,.,
<br />DATE
<br />SD STORM DRAIN
<br />y 23 JUNE 2045
<br />TC TOP OF CURB
<br />TG TOP OF GRATE
<br />-
<br />PROPOSED SPOT GRADE
<br />a PAGE NO.
<br />EXISTING SPOT GRADE <<;
<br />C3� 1
<br />,, SHEET OF
<br />
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