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Home My WebLink AboutParcel Map 20390 Parcel 1 Precise Grading CITY OF TEMECULA PA1 5 1803- RD PM 2039.0. PARCEL 1 SITE PRECISE GRADING PLAN ' VISTA I?D ��- GENERAL NOTE GRADING NOTES GRADING NOTES (CONTINUED) OWNER: I. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES 7. ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. C21 TEMECULA LLC THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS (I.E., STOCKPILING, LAND CLEARING, EROSION AND SEDIMENT CONTROL, ETC.) INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE 25050 MADISON AVENUE, SUITE 1011 RD FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 15 OF THE CITY OF AT(951)303-6395. SUBMIT THE FOLLOWING: MURR#ETA, CA 925652 CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND TEMECULA MUNICIPAL CGDE, THE ENGINEERING AND CONSTRUCTION (951) 304-2122 REQUIREMENTS. MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE A. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E. ROUGH GRADE)TO CALIFORNIA BUILDING CODE(APPENDIX J)AND, IF APPLICABLE, THE STATE INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPLICANT: 2, EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE) WATER RESOURCES CONTROL BOARD(SWRCB) NATIONAL POLLUTION APPROVED GRADING PLANT. CERTIFICATION SHALL BE TO LINE, GRADE, FDG COMMERCIAL CONSTRUCTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR ELEVATION AND LOCATION OF CUTIFILL SLOPES. 461 EAST MENLO AVENUE FRED DOWALTER FDC COMMERCIAL CONST. 951 312-2033 CONSTRUCTION ACTIVITIES. HEMET, CA 92543 B. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E. FINAL (951)925-3010 3. LICENSE/PERMIT REQUIREMENT. 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED GEOTEGHNICAUSOILS REPORT)TO INCLUDE A STATEMENT THAT THE PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE. GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY ENGINEER- A. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE SOILS REPORT`. BLAINE A. WO ER CIVIL ENGINEERING VICINITY MAS' OBTAINED FROM THE CITY. 3. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED IIIA THE PUBLIC 41555 EAST FLORIDA AVENUE, SUITE G NORTH N.T.S, WORKS INSPECTION LINE AT(951) 308-6395 AT LEAST 24 HOURS IN.ADVANCE OF 3. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S HEMET, CA 92544 B. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. ENGINEERING AND CONSTRUCTION MANUAL. (951)658-1727 ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING 4. SOILS. ALL CONSTRUCTIONIGRADING ACTIVITIES SHALL BE DONE IN 9, POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL SOILS ENGINEER: CONSTRUCTION. CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE: EARTH STRATA GEOTECHNICAL SERVICES, INC. INVESTIGATION BY EARTH STRATA GEOTECHNICAL SERVICES, INC. DATED GR.OUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN 42217 RIO NEDO ROAD, SUITE A.-201 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES FEBRUARY fi, 2016. SAID REPORT SHALL BE CONSIDERED APART OF THIS ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL TEMECULA, CA 92590 LEGEND NOT RELIEVE THE APPLICANT AND ENGINEER. OF RECORD FROM THE GRADING PLAN. INSPECTION. SLOPE OVER FOUR. FEET IN VERTICAL HEIGHT SHALL HAVE (951)397-8315 RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS PERMANENT IRRIGATION SYSTEMS AND BACKFLOW PREVENTION DEVICES DISCOVERED DURING CONSTRUCTION. 5. CUT/FILL. PER THE U.P.G. 24-HOUR CONTACT INFORMATION: FRED DOWALTER - EXISTING ILECT#CAL BOA 5. WORKING HOURS. CITY ORDINANCE NO3. 9425 STATES THAT NO PERSON A. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS 10. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR FDC COMMERCIAL CONSTRUCTION SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE I7THERi fISE!-F'PROVED BY THE CITY ENGINEER, AND SHALL COMPLY WITH "PALLING", "GENERAL"AND"EROSION AND SEDIMENT CONTROL" (951) 312-2033 EXISTING IRRIGATION BOA CONSTRUCTION SITE IS WITHIN ONE QUARTER OF A MILE OF AN OCCUPIED THE RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT REQUIREMENTS. EXISTING TRAFFIC SIGNAL BOX RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND£:30 A.M., MONDAY HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. PROJECT ACTRESS: :��:�. _.._.-. .-......_." - EXISTING TRAFFIC SIGNAL POLE THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT 11. ARCHAEOLOGICAL/CULTURAL RESOURCES. IF AT ANY TIME 29400 RANCHO CALIFORNIA ROAD, TEMECULA, GA EXISTING STREET LIGHT POLE CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 A.M. AND fi:30 P.M. ON B. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUNDDURING EXCAVATION/CONSTRUCTION OF THE SITE, EXISTING FIRE HYDRANT SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, ARCHAEOLOGICALICLTURAL RESOURCES, OR ANY ARTIFACTS OR ASSESSOR'S PARCEL NUMBER: z EXISTING BACKFLOW DEVICE SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE 921-320-062 EXISTING PARKING LOT LIGHT POLE EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS DIRECTED DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY �'RO,�E�T SITE ACREAGE: EXISTING AIR VAC fi _ �_ ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE AL THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR BY THE GEOTECHNICAL ENGINEER. 0,65 ACRES WITHIN BOLD BOUNDARY r - - EXISTING CONCRETE SIGN BOARDFEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL FUTURE EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE C. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF COMMUNITY SOURCE OF TOPOGRAPHY: Y: EXISTING AC PAVEMENT DEVELOPMENT AT HIS/HER SOLE DISCRETION MAY REQUIRE THE APPROPR.IATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS A FIELD SURVEY PERFORMED BY JOSEPH E. PRIOR TO ANY SITE DISTURBANCE OR GRADING. BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST, FOR PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS BONADIMAN &ASSOCIATES, INC. ON SEPTEMBER 16, - PROPOSED AC PAVEMENT CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 2015 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE DUST BE FIRST AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED AC PAVEMENT TO BE REMOVED SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND D. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION 03F A SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN LEGAL DESCRIPTION: AG PAVEMENT TO BE REMOVED AND REPLACED APPROVAL:.PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO REGISTERED CIVIL ENGINEER, SOILS ENGINEER.OR GEOLOGIST, WHO SHALL ORDER.TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON A PORTION OF PARCEL 1 OF PARCEL MAP NO. 20390 THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE DETERMINING THAT THE DISCOVERY IS NOT AN AS SHOWN BY MAP ON FILE IN BOOK 130, PAGES 29 FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. ARCHAEOLOGICAUCULTURAL RESOURCE, THE DIRECTOR OF THROUGH 31, INCLUSIVE, OF PARCEL MAPS, RECORDS 8, PRE-CON�iTRUGTION MEETING. A PRE-CONSTRUCTION MEETING SHALL COMMUNITY DEVELOPMENT SHALL.NOTIFY THE PROPERTY OF RIVERSIDE COUNTY, CALIFORNIA CON STRUCTIONIQ UANTITY NOTESBE SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION. DRAINAGE: OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE AC -5 TONS DURING CONSTRUCTION A DEPENDABLE AND RESPONSIVE CONTRACTOR'S RESUMPTION OF WORK. UPON DETERMINING THAT THE AREA. CALCULATIONS 1. INSTALL 4"AC PAVEMENT OVER 4"AGG BASE GLASS If (199 SF). . . . . . . . . . . . CL 11 -3 G.Y. REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL TIMES. A. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100- DISCOVERY IS AN ARCHAEOLOG#CAUCULTURAL RESOURCE, THE GROSS AREA 1.20 AG SECTION TO BE VERIFIED BY GEOTECHNICAL ENGINEER AFTER GRADING. YEAR STORM FLOWS 03R PROVIDE GRADED BERMS ALONG THE TOP OF DIRECTOR OF CO�MMUN#TY®EVELOF'ME#VT SHALL NOWT#FY THE NET AREA. . . . . . . . . . . 2/'3,53® SF 2. CONSTRUCT TYPED CURB PER TEMECULA STD. NO. 204A. . . . : : : : . . . . . : : . : . . . . • . . - 307 L.F: UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT ALL GRADED SLOPES OVER THREE FEET fN VERT#CAL HEIGHT OR THAT PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DISTURBED AREA. . . . 18,846 SF 3. CONSTRUCT TYPE ® CURB WI0°' CURB FADE PER TEMECULA STD. NO, 204B, _ _ . _ . 126L.F. CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF COMPLETENESS OF ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR 4. SA4t1fCUT EXISTING AC PAVEMENT'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .410 L.F. THE LOCATION, NOT THE EXISTENCE OR NON-EXISTENCE OF ANY FROM THE.TOP OF SLOPES, ALL DRAINAGE DEVICES SHALL BE OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE EARTHWORK 5, REMOVE EXISTING AG PAVEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2,405 S.F. UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY CONSTRUCTED PER THE APPROVED PLANS. DIRECTOR OF COMMUNITY DEVELOPMENT. 6, REMOVE EXISTING AC PAVEMENT AND INSTALL 4"AC PAVEMENT OVER RAMI!CUT. . . . , . . . , .126 G.Y. .DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR 4"AGG BASE CLASS II (926 SF), SECTION T03 BE VERIFIED BY AC-22 T03IV5REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE B. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL 12• DISCOVERY OF CULTURAL RESOURCES. IF CULTURAL RAW FILL . . . . . . . . . . 14 C.Y. GEOTECHNICAL ENGINEER AFTER GRADING, . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . .CL €1 .. 14 G.Y. CONTRACTOR, AT HIS EXPENSE. TIIIa#ES. NO O)I35TRUOaTION OF FLOOD PLAINS OR NATURAL WATER RESOURCES ARE DISCOVERED DURING THE PROJECT 7. REMOVE EXISTING CONCRETE SURFACE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 446 S.F. CONSTRUCTION INADVERTENT DISCOVERIES), ALL WORK IN THE COURSES SHALL BE PERMITTED. ( ) 3. REMOVE EXISTING AC BERM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 251 L.F. AREA OF THE FIND SHALL CEASE, AND A QUALIFIED 9. CONSTRUCT BLOCK RETAINING WALL PER ARCHITECT PLANS AND BY 10 SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHEET INDEX NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE G.TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT ARCHAEOLOGIST AND REPRESENTATIVE OF THE PECHANGA TR#BE SEPARATE PERMIT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LS SHALL BE RETAINED BY THE PROJECT SPONSOR TO INVESTIGATE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491, DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES DESCRIPTION SHEET NO. 10. CONSTRUCT"CONCRETE SIDEWALK PER ARCHITECT PLANS AND CENTERLINE TIES SHALL BE PROVIDED TO THE CITY ENGINEER UPON SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM THE FIND, AND MAKE RECOMMENDATIONS AS TO TREATMENT AND TEMECULA STD. NO. 401. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . _ . . . . .1,7'55 S,F_ COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. ALL PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING MITIGATION. 11. PROT'EC`i"E)C#ST#NGT'REE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IEA. TITLE SHEET. . . . . . . . . , , , . , . . . . . . . . . . , . . . . . . . . , . . . . . . 1 EXIST]NG �#ONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION/GRADING OPERATIONS. 12. REMOVE EXISTING TREE. . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . . . , . . . . . . . . . . . . . . . . . . . . .1 EA. CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE 13, RELINQUISHMENT OF CULTURAL RESOURCES. THE LANDOWNER .ADDITIONAL CONSTRUCTION NOTES . . . . . . . . . . . . . . . . . . 2 13. REMOVE EXISTING CONCRETE SIDEWALK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 550 S.F. AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL '91111T1-I THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, D. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE HORIZONTAL CONTROL PLAN PRECISE . . . . . . . . . . . . . . . . 3 14. CONSTRUCT COMMERCIAL DRIVEWAY PER TEMECULA STD, NO. 207A. 452 S.F. AND AS.APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUT PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES RESOURCES, INCLUDING ALL ARCHAEOLOGICAL ARTIFACTS THAT 15. CONSTRUCT CONCRETE ACCESS RAMP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 219 S.F. SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. DURING THE GRADING PROJECT. ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA TRIBE GRADING PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . _ . . . . 4 16. PARKING LOT STRIPING PER CITY OF TEMECULA STDS. &SPECS. . . . . . . . . . . . . . LS FOR PROPER TREATMENT AND DISPOSITION. 17, INSTALL TRUNCATED DORIES PER TEMECULA STD, NO3, 402, SHEET 2.. . . . . . . . . . .. EROSION.AND SEDIMENT CONTROL PLAN . . . . . . . . . . . . . . 5 . . . . . . . _ LS 11. DUST'CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER E. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; 18. INSTALL GUIDE RAIL PER ADA.STDS. & SPECS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LS METHODS AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH NO BUILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF 14, PRESERVATION OF SACRED SITES. ALL SACRED SITES ARE TO BE DETAIL SHEET, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . .fi 19. TRANSITION 6" CURB FACE TO 0"CURB FACE. . . . . . . . . . . . . . . . . . . . , . . . . . . _ . . . . . . . . . . .11 L.F. AVOIDED AND PRESERVED. SOUTH COAST'AIR QUALITY MANAGEMENT DISTRICT'S (SO�AQMD) RULE 403. EASEMENTS. 20. INSTALL"HANDICAP PARKING" SIGN PER TEMECULA STD. & SPECS. . . . . . . . . . . . . . . . . . . . .1 EA. 21. INSTALL 6' LONG CONCRETE WHEEL STOPS. . . . . . . . . . . . . . . . . . . . . . . . . . n . . . . . . . . . . . , .14 EA. 12. CONSTRUCTION FENCING, A SIX FOOT CHAIN LINK FENCE IS REQUIRED F. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES 22. EXISTING AC BERM TO REMAIN. ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE SHALL BE A ONE-HALF PERCENT(0.5°��), 23. EXISTING WALL T03 REMAIN. COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC 24. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT PLANS AND CITY OF SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF 6. PROPERTY CORNERS: ALL PROPERTY CORNERS SHALL BE CLEARLY TEMECULA STDS. &SPECS. . . . . . . . . . . . . . . . . . . I — . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . , . .1 EA- THE CONTRACTOR, DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 25. EXISTING CONCRETE STEPS TO REMAIN. CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER, 26. REMOVE EXISTING GARDEN WALL. LS 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION 27. REMOVE EXISTING CONCRETE CURB. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47 L.F. FROM THE CITY MAY BE SUBJECT TO REJECTION. 28. EXISTING STREET LIGHT TO REMAIN. 29. REMOVE EXISTING CURB, GUTTER& CONCRETE DRIVEWAY. . . . . . . . . . . . . . . . . . . . . . . . 272 S.F_ 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR 30. ADA PATH OF TRAVEL STRIPING PER CITY OF TEMECULA STDS. &SPECS. . . . . . . . . . . LS "GRADING," "EROSION AND SEDIMENT CONTROL,""PAVING"AND"TRAFFIC" 31. INSTALL 4" PVC SCH. 40 DRAIN PIPE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 L.F. REQUIREMENTS, IF APPLICABLE. 32, CONSTRUCT TYPE D-6 CURB PER TEMECULA STD. NO. 204A, MODIFIED WITH 1.0' GUTTER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 L.F_ 33. ASPHALT EMULSION (FOG SEAL). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9,680 S.F. 34. SILT FENCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . 306 L.F. 35. CONCRETE WASHOUT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 EA 36. STABILIZED CONSTRUCTION ENTRANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I EA-- Underc round Service Alert LD1 6-1748 B *SUR*PLANNING BLAINE A. WOM E R VDINGBUILDING AND SAFETY CIVIL CIVIL ENGINEERING *ENGINEERING REVIEWED ECB COMPLIANCE WITH TITL 24 D BLED ACCESS All *PUBLIC WORKS ACCESSIBILITY OILY Hemet,CA.92544,45555 E Florida Ave.,StAte G,Phone(951)658-4727 Fax(951}fi58-9347 t� TWO 1 fCRKIN DAYS BEFORE YOU Park City,UT 84098,5133 Cave Canyon Dr,#3€3.2,Phone{8€1)859-9755,Fax{834}251-22'<s ��,�-�g�� ' CONSTRUCTION RECORD BATE BY RE14SIONS ACC'D DATE BENCH MARK ,SCALE SEAL: FE Designed By Brawn By Checked By Drawing Ire, �, ° � � SEB SEB BAS RECOMMENDED IJE� B L3A 1'L CITY TEMECUL DEPARTMENT� CE PUBLIC WORKS �~ RIVERSIDE COUNTY BENCHMARK NO. T-83-81, A � � Contractor - _---__ _� ... ,� ' DIAMETER ALLUMIId[9M RISC IN R CONCRETE ANDER Hvrlzcntal � ►� ��. �'"' �Icr�s F're aged � ,er Supervision Of STAMPED `T-83-81", 1.2 MILES WEST ON RANCHO c3 � �+ � � PA5-1803 CALIFORNIAROAD, FROM THE INTERSECTION �` ACCEPTED L3' BASE: �' ' Inspector_ STREET AND RANCHO CALIFORNIA ROAD, 23' NORTH OF No. 4613 54 � .� �� THE CENTERLINE OF RANCHO CAUF'ORN�A ROAD, IN THE ,. gots �MA ( c.�Rcr ,w. RM 20390 - PARCEL T BEGINNING OF A CUT FOR RANCHO CALIF®RId1A ROAD, Vertical � � � BlA1lUE A. �E� DIRECTOR OF 'URIC WORKSICITY ENGI�fM? �Y .Y�. Date Completed 1' SOUTH OF' FIBERGLASS WITNESS POST'. y�� i�t �� Ii'C� �Ia, 4��g TITLE SHEET - _ Sheet m: _ ELEi. 13 5.15 �F +°E R.C.E.RCNo. 46654 �� = 1 of 6 EROSION & SEDIMENT CONTROL NOTES PAVING NOTES PAVING NOTESCONTINgJ ,D`) 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR 1. STANDARDS, ALL WORK AND MATERIALS (I.E., ASPHALT CONCRETE (AC) PAVEMENT, 13. PAVING INSPECTIONS, TO AN.TYPE.OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL PORTLAND CONCRETE CEMENT(PCC), BASE COURSE, ETC.) SHALL CONFORM TO A. BASE GRADE INSPECTION. ONE I.NSPMCTION AT SUB-GRADE COMPLETION (PRIOR WATERCOURSES, STREETS, GUTTERS, CONCRETE LINED V-DITCHES, STORM DRAINS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E. TO PLACEMENT OF BASE) IS REQUIRED BY THE DEPARTMENT OF PUBLIC FLOW LINES, INLETS, OUTLETS, ETC.) ALL ON-PERMITTED DISCHARGES ARE PROHIBITED FROM GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, WORKS. ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. CITY AND ENGINEERING STANDARDS AND REQUIREMENTS. B. PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE 2. BEST MANAGEMENT PRACTICES (BMPS). YEAR-ROUND, POLLUTION PREVENTION MEASURES, 2. PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE COMPLETION; AND(2) DURING PLACEMENT OF AC. ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMPS) MUST BE INSTALLED PRIOR TO ANY OBTAINED PRIOR TO PAVING, BEFORE OBTAINING AN ENCROACHMENT PERMIT, A C. DRIVEWAYS. ALL ONSITE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY FIELD ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT WW.CABMPHANDBOOKS.COM. CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC WITH THE APPROVAL PLANS AND CITE` STANDARDS, AND SHALL BE INSPECTED ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURERS MUST BE IMPROVEMENTS) SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS AND CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE ENCROACHMENT PERMIT MAY BE REQUIRED. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR. ESC MEASURERS THROUGHOUT THE 14. UTILITIES. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND 3. SOIL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE PRIOR TO PAVING. STOCKPILING ACTIVITIES, .AND ON ALL EXPOSES SLOPES AND INACTIVE PADS THROUGHOUT GRADE SURFACES PRIOR TO PAVING. THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES 15, TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONFORM TO CITY AND FROM SUBCONTRACTORS, 4. PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE ENGINEERING STANDARDS, REFER TO CITY STANDARD NO. 407"TRENCHIPOTHOLE IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC(OR WHEN LONG TIME REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE A. STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO AND APPROVED BY THE CITY ENGINEER. STRIPS IN DISTRESS OR LESS THAN TWO FEET IN WIDTH (BETWEEN THE TRENCH ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL AND GUTTER LINE), SAID PAVEMENT STRIPS SHALL BE REMOVED AND REPAVED, AT IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE. 5. TYPE 1 SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF THE DISCRETION OF THE CITY ENGINEER. A TACK COAT SHALL BE APPLIED TO JOIN STREETS INTO THE CITY'S MAINTAINED SYSTEM. TYPE 1 SLURRY SHALL BE PLACED EXISTING ASPHALT CONCRETE AND VERTICAL SURFACES IN COMPLIANCE WITH THE 3. EROSION AND SEDIMENT CONTROLS. ALL ESC MATERIALS SHALL BE INSPECTED, RESTORED, OVER THE.ASPHALT CONCRETE PAVED PROJECT STREET(S), AS DIRECTED BY THE GREENBOOK. REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SIT TO PROTECT PERIMETERS, CITY ENGINEER. THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT LEAST 3 TIMES ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC OR AS DIRECTED BY THE CITY ENGINEER, 10. PARKING LOT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL STORM WATER CONVEYANCE SYTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING BE ONE PERCENT(1��0)_ ANY RAIN EVENT, /MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 8. FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL)SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT 17. GUTTER LIP. A 318 INCH LIP SHALL BE PLACID ADJACENT TO CONCRETE GUTTERS A. EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT.ARE NOT LIMITED TO SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE IN ACCORDANCE WITH CITY AND ENGINEERING STANDARDS. REFER TO STANDARD APPLYING AND ESTABLISHING VEGETATIVE OVER, WOOD MULCH, STAPLED OR PINNED YARD. THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 04 OF NO. 200, BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), THE STATE STANDARD SPECIFICATIONS. POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO DISTURBED AREAS OR OTHER MEASURES 18. PAVING DETAIL AROUND MANHOLES VALVECOVERS,_ETC.- ALL PAVING AROUND APPROVED BY THE CITY ENGINEER., JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE 7. TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND MANHOLES, UTILITY VALVE COVERS, ETC. SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLES AND EITHER A VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, GREENBOOK REQUIREMENTS, UTILITY AGIENCY REQUIREMENTS, CITY AND BONDED FIBER MATRIX PRODUCT APPLIED TO A DATE OF 3500 LB/ACRE ON A STABILIZED IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 503 "PAVING DETAIL FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY ENGINEER MAY SETTING ANIONIC EMULSIFIED ASPHALT TYPE"SS-1 H`° CONFORMING TO THE AROUND MANHOLE." APPROVE DIFFERENT APPLICATION RATES FOR.SLOPES LESS THAN 4:1. GREENBOOK. 10. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING(I.E., USING A B. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: 8. CERTIFICATION/TESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED SELF-PROPELLED SPREADINGIFINISHING MACHINE)AND ROLLING AC SHALL BE IN DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE GREENBOOK. (FILLED WITH MINIMUM %"GRAVED, CHECK DABS, DRAINAGE INLET PROTECTION, ETC, ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE PROGRAM (QAP)AND/OR AS FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE DIRECTED BY THE CITY ENGINEER. 20. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE OF SLOPE, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS.AND COMBINED SURFACING DUE TO GRADE SETTLEMENT OF FILLS, TRENCH FILLS OR BASE WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT--OF-WAY 9. PAVING MATERIALS. //MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT"BIRDBATHS"OR OR BACK OF CURBS. A. AC MATERIALS. DEVIATIONS GREATER THAN 1I8 INCH IN SIX FEET SHALL BE ACCEPTED. 1, AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND 4. STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR CITY STANDARDS. 21. PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE i TYPE C2 PG70-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL STRUCTURES, CURB AND GUTTERS, SIDEWALKS, LANDSCAPING, CATCH BASIN CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION ('WDID) NUMBER,A BE A MINIMUM OF 0.12 FOOT(1 '/2 INCHES)THICK INCLUDING GRIND AND DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY RISK.LEVEL DETERMINATION NUMBER AND THE QUALIFIED"STORM WATER POLLUTION OVERLAY INSTALLATIONS. PAVING OPERATIONS AND ASPHALT SPRAY; (B) PROTECT COMPLETED WORK; ALL PREVENTION PLAN (SWPPP) DEVELOPER(QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO li TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE VEHICULAR TRAFFIC (I.E., /MOVING OR STATIONARY LOADS) SHALL BE DEPT OFF ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE MINIMUM NEWLY PAVED AREAS UNTIL PAVEMENT;SURFACES HAVE COOLED DOWN DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE AC LIFT FOR BASE COURSE IS 0.21 FOOT(2 1I2 INCHES). ADEQUATELY; (C)CLEAN THE SITE (I.E., REMOVE LOOSE PAVEMENT AND INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. 2. THE MINIMUM AC THICKNESS IS 0.33 FOOT(4 INCHES). AGGREGATE, CLEAN OUT.ALL MANHOLE PITS, ENSURE FREE OPERATION OF THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: 3. THE MAXIMUM AC LIFT IS 0.33 FOOT(4 INCHES). VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL WWW.WATERBOARDS.CA.GOVtWATERISSUES/PROGRAMS/STORMWATER/CONSTRUCTION. FROM WORK AREAS, ETC.). NOTE: "SHOVING" IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY 5. PERIMETER PROTECTION, PERIMETER PROTECTION MUST B INSTALLED PRIOR TO ANY ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT HAVE COURSE/FINE 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL,'F CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL IMMEDIATELY AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT "GRADING,"AND EROSION AND SEDIMENT CONTROL" REQUIREMENTS. GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN HILLS, CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN ACTIVE SITE, AS DESCRIBED VEHICULAR FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES IN THE ENGINEERING.AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED, THE. RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT PROVIDE HIGH STABILITY(I.E. ABILITY TO RESIST SHOVING AND RUTTING, 6. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH ANGULAR AGGREGATE PARTICLES WITH A ROUGH SURFACE TEXTURE, ETC.) A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. IN COMPLIANCE WITH THE GREENBOOK ANDIOR CALTRANS SPECIFICATIONS. INTERIOR ACCESS POINTS (ALL PROPOSE DRIVEWAYS, MATERIAL STORAGE ARID STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT B. BASE MATERIALS. TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND ALL PAVED STREETS WHERE TACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED CURRENT CITY STANDARDS. WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN AGGREGATE BASE (CAB)OR CRUSHED MISCELLANEOUS BASE (CMB) ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. PER SECTIONS 200-2.2 AND 202-2.4 OF THE GREENBOOK, PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. 7. DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA`S CONSTRUCTION SKIP HANDBOOK. IMPOUNDED WATER SHALL BE C. PORTLAND CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO SECURED FROM THE PUBLIC. SIGNAGE INDICATING"PONDED WATER-DO NOT ENTER"OR AN THE GREENBOOK. EQUIVALENT WARNING NOTICE, SHALL BE POSTED. 10, MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX 8, MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL DESIGN(S) FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW LINES AND SHALL HAVE REQUIREMENTS. SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT.ALL TIMES_ ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. 11. STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS.ARE TENTATIVE.(I.E., THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL 0. CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL TESTS, PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. AFTER. ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE REVIEWED WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER AND APPROVED BY THE CITY ENGINEER. SAID DESIGN SHALL ADHERE TO THE LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS AND WASHOUTS MANUAL AND SHALL UTILIZE THE."R"VALUE METHOD (I.E., "R"VALUE TESTS SHALL SHALL BE COVERED WITH LIDS OR PLASTIC TARPS. BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND LOCATIONS OF 10. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. WITHOUT PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION BE 100% SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. REI"'C3RTS BY A SOILS ENGINEER, CERTIFYING 05%COMPACTION OF SUB-GRADE AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. COMPACTION 11. PORTABLE MIXERS. ALL PORTABLE MIXERS HALL HAVE PLASTIC LINERS UNDERNEATH THEM TEST OBSERVATION OF SUB-GRADE AND BASE GRADE MATERIALS SHALL BE IIITH GRAVEL BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN COORDINATED TO INCLUDE THE SOILS ENGINEER AND THE PUBLIC WORKS DISCHARGES. INSPECTOR. 12. MAINTENANCE ALL ONSITE.AND OFFSITE FLOW LINES (LE., V AND BROW--DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC,), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURERS YEAR.--ROUND. Underground Service Alert -1748 LD16 13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S SHALL BE ALLOWED WITHIN ANY sPLANNINO STORM ABATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN B �� . �`OM�� *SURVEYING� �f�ILE3II�IC A1�� SA�I"t` APPROVED BY THE CITY ENGINEER_ *CIVILA CVL. ENGINEERING ENOINEEI�I dO REVIEWED FOR COMPLIANCE WITH TITLE 24 ABLER ACCESS AND 14, OTHER CONSTRUCTION NOTES. REFER.TO SEPARATE NOTES FOR"GENERAL'', `"GRADING"AND *PUBLIC ' R ACCESSIBILITY ONLY "PAVING" REQUIREMENTS. Hemet,CA.92544,41555 E Fonda Ave.,Suite G,Phone(951)M-1727 Fax(951)658--4347 TWO WORKING DAYS BEFORE YOU DIG P��it�,UT a4n98.51�cove canyrsr�D�,#302,Phone(sv1�3s9-9755,Fax(801)261-2219ACCEPTED BK DA, CONSTRUCTION CTIC I ECa 'D DATE �Y REVISIONS ACCT SATE EIC ARIA .SEAL. Designed By Drown By Checked By �r�wit3� �Ie. ....................... SCALE SES - - A I ""TY nF TEMECULA DEPARTMENT` Off' PUBLIC WORKS ��0 ESS! A. �� , SES RECOMMENDED 8Y DATE:'�"Vol Contractor .� .." �ontal �� ® ,�� N ., �, Ia s Prepd Ud6T upervision QL PA5-' 803 ACCEPTED BY DA TE:- 4 Inspector SEE SHEET 1 �. Dote T H °�°'�� AAS W GARCA _ _ PM 20390 - PARCEL DIRECTOR OF PUBLIC WO SIC7Y ENGINEER �;:," -,.,,• ".� Vertical cjvka AI LAI tE A. kCE: Na -48279 � � ADDITIONAL �O��T��CT[O� NOTES ��T DGte Completed - - � a �� R.C.E: No. 46.54 �,� z��:= . Sheef 2 of� . ......... ................ ........... ------------------- f NORTH 0 20 40 60 1�# .� 20# 1 { - - r 3 _ .. .._. ..... .. S , , t _........_ - - _ _ t r 1 t r L t ` �-,_-.�.yt..._Y_-f..---.-, - ..-..-...-,-,.,. -,r ry _""^T� ... .,...f----.....T.-..-•... v' - . . . .-_w--1 w..-.,.•..... •--•.-.--'__"'_.- .-_.._..Ymm ._..r--•f_ ,` ;[ • • r. a . �tf# � T'OI�CYCLE - I . -....-....- OP � _ P�I�I•CIN�`� �} ... I BR EASEMENT NOTES L19 4 . _ �`�N 51®08'34' E 164.10' 1 t , AN EASEMENT GRANTED TO NEVADA-CAL ELECTRIC CORPORATION FOR PUBLIC UTILITY PURPOSESRECORDED 00 i MAY 19, 1937' IN BOOK 323, PTE 387 OF O.R_, AND CANNOT BE LOCATED FROM RECORD. � � � :¢ � � �' o6 � � r# ear 00 9.00' ✓\ -kr 1, 4 2. AN EASEMENT FOR SLOPE PURPOSES AFFECTING A PORTION OF THE PROPERTY ALONG ADJOINING STREETS ► .. E� _ SEES �ETAIL ca CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED"DECLARATION OF COVENANTS, CONDITIONS AND � " � RESTRICTIONS" RECORDED MARCH 28, 1966 AS INSTRUMENT NO. 32228, €�.R., AND MODIFIED; ( [ TH ��T JULY 29, 1966 AS INSTRUMENT NO. 77783; '' SEPTEMBER 22, 1967 AS INSTRUMENT NO. 837'02, � � ( � �� ' � ;�'� N 51408'34" E 164.10' FEBRUARY 2, 1968 AS INSTRUMENT NO, 1027'7; � �s � �` NOVEMBER 1 €969 AS INSTRUMENT NO. 114394 AND � TYP) Baa JANUARY 6, 1972 AS INSTRUMENT NO. 2158, ALL OF O.R., THE EXACT LOCATION IS NOT DISCLOSED OF RECORD. g 0C lyj 3. AN EASEMENT FOR INGRESS AND EGRESS FOR. PEDESTRIANS AND MOTOR VEHICLES CONTAINED IN THAT CERTAIN � �' _ [ j. DOCUMENT ENTITLED"DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS" RECORDED JULY 22, 1985 AS -. 12.00 c�� ' L144 r l�� _ 1 , INSTRUMENT NO. 85-160452, 0,R., THE EXACT LOCATION AND/OR EXTENT OF SAID EASEMENT IS NOT(DISCLOSED IN t � � � � 1�,0$ i ':� , € i ; THE PUBLIC RECORD. ' y{ g _ i i �.. a,- ; , - ' © PROS OSS® � LU � � � � s 28.97 . -�,. ._� _ . • . • .• �� j _�� RAH :�NC!_OSURE A4AN EASEMENT FOR.SLOPE PURPOSES TOGETHER WITH., Z � r � � ,� f 24.6 18.00' ' t T S � �� THE RIGHT OF INGRESS AND EGRESS OVER, UNDER, THROUGH AND ACROSS THE EASEMENT' b) THE RIGHT TO GRADE. IN CONNECTION WITH THE EASEMENT; P OPOSED w c} THE RIGHT TO LANDSCAPE THE EASEMENT; ° ILDING'. /`t,r .6 :tia.+•Cl•, � d) THE RIGHT TO CLEAR.AND KEEP CLEAR SAID EASEMENT FROM BUILDINGS, CONSTRUCTION, AND OTHER ;�4 --�.�r �•„L� s�•�� '-:�.- - �e �� 3 ��7 •J� r J ..._...� j V r✓. \ '` 1. .e'gam: O • 2 i:'i •V.i MATERIALS OR GROWTHS WHICH UNREASONABLY INTERFERE WITH THE USE OF SAID EASEMENT AND RIGHT OF � ) f _ 'PE=2. RECORDED APRIL 13, 1988 AS INSTRUMENT NO. 88-97567, O.R., AND IS SHOWN HEREON. ;f ti .f r. , ,r• j f ( 4 . c _........... ' -... L50,00' ;i NEW ENTRY _ � � � � 00 1 _ _ r�voa pay • e 73 [�(•- '\.. v? .rr' _.-.......... ADDITION •V- � ". �,-. f� c•' }coa°°va..aco a s •...,.__. .._ .. �L__ .m_.._ _„�,f --^ i' t \�'�Y�� f ..-..--.._. i{ 3 TM -.may �'ti ... FF"e'31,1.3 a oaG aoc a � �^�, E%r 111 a�a aaoi+ca°pn o. .._...- .-....-.. � auc as n �•,�..- � � 1.. � ao on�orya a° nae c. ........... PE=29.82 % v ear 5.00 _'. p \. LEGEND , CP Ll r .. f f � EXISTING _ E S G li�fATER VALVE � ESI BUILDING , EX ; (STING MATER METER - _ _ _ } S t- EXISTING BUI 9 _ F 0 3 ^^_^ . f3 __.-... EXISTING ELECT( AL BOA # � C MON. j. EE DETAIL SIGN _„ _ EXISTING IRRIGATION BOA ) H. [ ' .5 ( i BUILDING ?� i r r EXISTING TRAFFIC SIGNAL BOAC I t -._... FF=29.61 - - • EXISTING TRAFFIC SIGNAL POLE 1 r` tir' ria PE=29.11 ltl \ 3 � 3 ,.Lr. EXISTING STREET' LIGHT POLE »--r ... L1; I z 8,67 i i jf i -� EXISTING FIRE HYDRANT EXISTING BACKFLOW DEVICE E ;'s - ` S O E C 1 2 EXISTII'aIIG PARKING LOT LIGHT'POLE � = ._,.. :; � ,: f � - , , �, SIGN lr Y ' _ a f ' �- EXISTING AIR VAC � � � � `; ` " . •�. `\ �-- ,._ �;` . •-- ,_.-r•-'_.- -•��-.- .., ,' > ', ��-; � � �� EXISTING CONCRETE SIGN BOARD F ! f ,�`•.ti`L✓`' \C' ...' 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PROF' f FH LINE DATA LINE BEARING DISTANCE L1 N 53'08'21" E 2,00 ' L2 N 31`13'20" W 12.81' l L3 N 59'23'04" E 39,33' _ 2 _ _._. 2 ' _ _ _ _ __ _ _ __ _ _ _ L4 N 30'36'30" W 16.00' L5 N 59'23'30" E 4.20' L6 N 41"14'22°' 16.56' L7 N 59`23'30" E 11.241 l L8 N 38"51'26" YID 25.81' L9 N 78733'18" E 11.11' �� .� S _ _ _ a �SSS- RANCH0---- _ CALIFORNIA !, ROACH I � 1 L10 N 38`51'26" W 21.33 . -SS L11 N 51'29'50" E 13.80_' It L12 N 3630'10" 3.00 L13 N 51'29'50" E 16.04' 1 L14 N 51'29'50" E 14.18' ' L15 N 18`00'22" E 16,08' L16 N 71859'38" [ 36.00 L17 N 18°00'22" E 7.97' L18 N 38'51'26" 16.92' L19 N 51608'34" E 36.00' CURVE DATA L20 N 38°51'26" 15.26' CURVE RADIUS LENGTH DELTA TANGENT L21 N 50'34'00" E 0.89' C1 1950.00' 145.61' 4'16'42" 72.84' L22 N 31°56'36" W 3.14' C2 14.00' 24.24 99°11'42" 16.45' L23 N 21*53'14" W 4.96' C3 3.00 4.36` 83`16'43 2.67' L24 N 69'10'05" E 4.00' C4 100.00' 7.90' 4'31'29" 3.95' L25 N 32'02'23" W 3.16' C5 2.00' 3.14' 90000'00" 2.00' L26 N 67'35'57" E 3.05' C6 2.00' 2.77' 79'22'08" 1.66' L27 N 21°21'43" W 1.12' C7 1.00' 2.56 146'30'32" 3.32' Underground Service Alert LD 16-1748 L28 N 2102143" W 1.28' C8 1.00' 2.15' 123'08'12" 1.85' *PLANNING L29 N 67'35'57" E 1.28' C9 2.00' 3.12' 89"25'26" 1.98' B ■ r s� J _ r BLAIN '"" A. W MER BUILDING AND SAFE7`�' L30 N 22 24 O3 5.00 C10 2.00 3.18 91"02'20" 2.04 *CIVIL*SURVEYING fi J S J ! *CIVIL L L31 N 67°35 57 E 16.00 C11 2.00 3.11 88"57"40'-* 1.96 CIVIL ENGINEERING 'ENGINEERING REVIEWED FOR COMPLIANCE WITH TITLE 24 SABLED ACCESS AND L32 N 67`35'57" E 38,57` C12 14.00' 19.64' 80"23'14" 11.83 wi *PUBLIC W:)RK S ACCESSIBILITY ONLY Hemet,CA.92544,41555 E Flodda Ave.,Suite G,Phone(951)658-1727 Pax(951)658-9347 TWO WORKING DAYS BEFORE YOU DIG >�a�city,ur 84ass,5133 ca��Canyon lir,#:sDz,P��(s01 �s7�,Fax(801)261-2219 ACCEPTED BY: DATE: CONSTRUCTION RECORD DATE BY REVISIONS ACC'! DATEBENCH (MARK SAI. 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' �, �' �� ADDCTIOIV _ 1111 _ Eq) ti NEIfV ENTRY 1 ;I I i, { CONSTRUCTION NOTE . �. �._ . { 1, 7 f �`\ - Iter --........-. 1111-1111. .-.-. .-1111. 1111..-1111- � E f' f �G. FF�30 32 PE20, 2 Z. f ,X�� F f AC ENT AGG BASE u :: . _. ` . �. {" S�CTI�N 4" O BE VERMIFIID BY�EOTECHN GAL ENGINEER AFTER GRADING. __ t • F _ 'A.;. 9R TEMECULA STD. NO. 204A. �3 �� .�..^..�..�.._. r. s 1111 _ '` _1111 , 2, CONSTRUCT TYPE D-6 CURB E F' { ; STD NO 2045 45,00' 2 .. .....-" ..- . --r � RS FACE PER TEI�IECULA 3 �''�, l "� _ . 4, SAIIC UT EXISTING AC PAVEMENT. } 1111--.........._1111... - .-_1111--_11.11. . ::1111 t -- 1111._1111.....-111111119®.. 4r V TIN A PAVEI1dIEnlT. . �� c� ��.� �� } f ' t`'-ti �`�-� `` ; 5. REI'�ilO E EIS G C;-� ;.._. . " �`,� �� r-�Li(�> L.6� 0 `r € f _. -� 6, RE�'�BIO`'rdE EXISTING AC PAVEMENT AND INSTALL 4"AC PAVEMENT OVER ., 11.11._...-.- �� ^ €r'� r 4 �� AS LA II 333'! SF SECTION TO BE VERIFIED BY Z. . -.......-_..-.--...._.........-_.-11.11_---1111... - \ -. • f� 1111. % _� GEOTECHNICAL 1111 • 1111 -. •� ' '��' r . .. �� `I� 2 ,` 11 I -_--- ` E SURFACE :. 5 -1111._1111 r..,1111.. .Y I /-- $ REMOVE EXISTING AC BERM t / =1111 r 1111. i EXISTING S 1ILDING , S - . _ � 11.11- G WALL PER.ARCHITECT PLANS AND BY r . r . , 0 RETAINING . _�..-......-1111. 1111 3®. F 2 �l �� _ F-30 � f P r !� TSL C6 f CONS-I" UC OC .-1111.............. ... 1111. , $' 4 ; 5 P -. SEI ARATC= PERMIT. - - .� :1111 1111...-1111_... __..__...-.-.1111-.-._1'..._..._.....-1111-_1111.:'.::_':":':.::'-1111..:_-::_:�-11:_11__:::11:11:..:-::"::'.::._::::�_ � ;! 3 PLANS AND ._- ._ _---. - . r 10 SIDEWALK PER.ARCHITECT LA A y . / ; _ � ' 1 ., r ','," ,tl , 1111.............1111.-.-._-1111.-._ TEIEaU :� 13 '# CONSTRUCT CONCRETE : :f 1 1111... . I. 11 .--1111.-.-1111-. 1 . . J I :: .� - } } \ r 'A' . ; i � r . � � 'A' 11 PROTECT EXISTING TREE MO SI } r \ 12_ REMOVE EXISTING 1€SEE_ ' �1 1111... , 1111-1111... • � ; _.-1111 t . .._..._- ^ f .,` 1111._.-1111..._., r I' 1 I .I _.-1111-.-1111.. - i •: r / . �,� ,rr i } ..........-.--11.....11..-1111 '' ` 13 REMOVE EXISTING CONCRETE SIDEWALK. S © p �q ^�p� ; -. , _�_.�__ R TEMECULA STD. NO. 20 f A. L�vJ ."..-.......... . `., . . j =� 14 CONSTRUCT COMMERCIAL DRIVEWAY P . ' f . - - . 1111 .....�..._ \ ECULA STDS SPECS PEROPI SED . _ ..-- ' NG 32 1 PARI1 NG LOT STRIPING PER CITY OF TEM . _ 2 ( 'i _..k----.. f NST 2, ; 1111. , TD NO 4`0 SHEET PEC - &, 13 IN TALL GUIDE FAIL PER ADA STNS SPECS. FF-3C 11 �. 0 . \ M . 1111-.-1111-- "\ .-\ . - 1111._._...-. r. �, :,. 1111, •;'y 1111.. � €# Ln ''�} Fs 1T V LL 19 TRANSITION 5 CURS FACE TO 0 GUMS FACE . - _ . - --�--� ' ECULA ST® &SPECS j � / r r' .- f ]q} S \\ " .... ,\ 1 ;€ } € INSTALL F..-i L T . - 1111.-- t 1 11 i ! 1111..1111-. i { i .Qq .^ 3 i } d " AA L• WHEEL. fF % ,-. .-1111 € /�.\, 1111.-. `....T\ L 11 � I , 21 IN��TP LL 6' LONG CONCRETE EEL STOPS �r 1 22. EXISTING AC BERM TO REMAIN. - "'` 1- 1111... j 1 ( ALL TO REMAIN. - : - ,� i 1111. EXISTING W \ r 1 r 2 r...:.,l `is _-1111._ .- `. 1111-1111...-11 11..1111.- -I } s[ `.F ' t r, . „ , f \1111,.. }I t ) ARCHITECT PLANS AND CITY OF .. '\, _-1111 - 1111 I 24 CONSTRUCT TRASH ENCLOSURE PER ARC C [j! '�\ 1111.. - .....��'•:�ri r ;j, 1111 1111.. 1111.-1111 1111. /7� i + , I� 1. 1111.-1111. , ` ;,V ; l T'EMECULA ST'DS, &SPECS. . t . 25 EXISTING I NG CONCRETE STEPS TO REMAIN. l. Y \ \ `' - .o i 1111...._.-1111..... .� \ w :i - .r I GARDEN�l�IALL L . v -- 20. 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ASPHALT EMULSION (FOG SEAL). •\\ �. .\\ �. `;. s i . �f 1, e Underground Service Alert LD1 6-1748 CURVE DATA *PLANNING CURVE RADIUS LENGTH DELTA TANGENT 0 BB 1I N :� A. WOM E R *SURVEYING BUILDING AID - L 1Y CIVIL C1 1050.00` 145.61' 4`�10'42'B 72.$4' CIVIL ENGINEER NG ° ENGINEERING REVIEWED FCS' COMPLIANCE WITH ITL 4 DISABLED ACCESS AhIL� *PUBLIC WORKS � ACCESSIBILUY ONLY S emet.CA.92544,41555 E Florida Ave.,Suite G,Phone(951}656-'5727 Fax(951)6%9347 � � T�111GRItIN DAYS BEFORE YOU SIG Pam c5�v,us,5133�, Canyon Car, ��,�, aoas�7� , � �$ �zs�-z29 ACC � �� o - �A ` CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed �� t]r�� Checked �y Drawing IVB.. SCALE � � j� CITY �or TEMECU A DEPARTMENT CSE PUBLIC WORKS ~€�~ SEB SEB BAW RECOMMENDED Bl' OATS �`r�rr�rr�c�or . � TA... T - FFc�rrx�t��1 '` �� N1�' t . 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BLDG BLDG. 45 EXIST RET. WALL 5` � 17f ± EXIST. RET. WALL 7.5' + NAT, GRASman FF 30.11 3 ± EXIST. SW 2.9 ��Q � EXIST. AC PAVEMENT YNEZ RD. GUTTER X � FALL VARIES 0.02' -� 0. SECTIONW — W SECTION 'B' - 'B' SECTION 'C' — 'C' NTS NTS NTS IDENTIFICATION SIGN PER SEC. 11 B -- 502.6 OF THE 2013 CBC NOTE: SIGN SHALL NOT BLOCK ADA ACCESSIBILITY 48" MIN. WIDE SI IEVALI COR ~----� E `� 0 HANDRAILS PER " 0 SEC. 11 B-405 OF THE 2013 CBC 12 0 _ V � . r IL—.___J VAN 0 �� ►�� ' �� ACCESSIBIL (: BORDEN BLUE HATCHED ` ° } . JOIN EXIST. �' x.87. `~~` LINES PROP STEIN ... :. � SIDEWALK a3 36" ac. WALL CONC RAMP 0 (PUBLIC) 'HAND AILS PER SEE 1.1 405 OF �s N THE 2013 C8C DARK NG COLIC RAMP- '-- I 1 2' tiJ INTERNATIONAL SYMBOL--/WHITE MIN, _ � - � - - _- �� LETTERS `� 0 OF ACCESSIBILITY 1 SIN. HEIGHT 36" X 36" TYPICAL ADA ACCESSIBLE SPACE RAMP DETAIL - RAMP DETAIL NTS � QTS QTS Underground Service Alert LID 16-1748 *PLANNING B L.A I N E A. WOMER *SURVEYING BUILDING AND SAFETY CIVIL CIVIL ENGINEERING *ENGINEERING REVIEWED FOR COMPLIANCE WITH TITLE 24 {I LED ACCESS AND ■PUI3I�C V RIS ACCESSIBILITY ONLY Hornet,GA.92544,43555 E FWda Ave,.Suite G,Phone(951)658-1727 Fax(951)658-9347 TWO WORKING DAYS BEFORE YOU DIG ��qty,�a r s4€��,��Cr��c��y�r�tar,��2.Pn�r€e�8£�3}859-s7�,Fax�a03�z61-2233 ACCEPTED 8 CONSTRUCTION CTICA� A'�CC � DA TE 8Y REVISIONS ACC's �Af� ��I�C� �9A�I� SEAL --� Designed By SCALE I�ra►�ri? �y Checked By CITY OF TEMECULA Drawing No. Contractor BA W SSBSEB CC9i11f BY ?ATL. _ Horizontal � � °�� Inas I�re�ar cher Supervision Of Inspector SEE SHEET 1 �. ACCEPTED B '� DATE 1 r � �� , PA 5- 803 Date1%Cq l� —IH-0-MTS ►� GAl�cr� �:�=rY _ •w.i�� 3�� P'AF�.��L � 6 DIRECTOR CSE PUBLIC WORKSICITY ENGINEER �y.a-:= Vertical BLAINE A. � v � RCE No. 48?7g Date Completed ._..� ..�.,.....�._ - .�� , DETAIL SHEET �� a. 46354 .�� :=:�� Sheet 6 of 6