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HomeMy WebLinkAboutParcel Map 11923 Parcel 1 Precise Grading.pdf GENERAL NOTES: OF CO S R� CALLE CHAPOS o 1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IT TEMECULA LP IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE N\ PROJECT SITE w CITY'S ENGINEERING AND CONSTRUCTION AMNUAL, CITY CODES AND REQUIREMENTS. Z 2. EMERGENCY TELEPHONE NUMBERS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO THE COMMENCEMENTP" M 119 2 3 PARCEL I '� N OF ANY WORK ON THE SITE. f__ o _j PRECISE DING 1It , N Uj (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24-HR PHONE NUMBER) y��`,G o w Z) 3 � (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24-HR PHONE NUMBER) m 3. LICENSE/PERMIT REQUIREMENT. A. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. APPLICANT/OWNER B. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT PAVING NOTES: AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING JAVIER RODRIGUEZ �P CONSTRUCTION. 1. STANDARDS. ALL WORK AND MATERIALS (I.E. ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCRETE CEMENT 27470 STANFORD DRIVE 4. ERROR OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND (PCC), BASE COURSE, ETC.) SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ¢ TEMECULA, CA 92591 ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS (I.E., GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY AND ENGINEERING STANDARDS DISCOVERED DURING CONSTRUCTION. AND REQUIREMENTS. 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT ENGINEER y 2. PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMITS) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE O CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER MILE OF AN OCCUPIED OBTAINING AN ENCROACHMENT PERMIT A CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC WILFREDO S.D. VENTURA ply RESIDENCE, BETWEEN THE HOURS OF 6:30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY 3' IMPROVEMENTS SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE REQUIRED. VENTURA ENGINEERING INLAND, INC Z ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 AM AND 6:30 PM ON 3. SOIL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO 27393 YNEZ ROAD, SUITE 159 N SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED o PAVING. TEMECULA CA. 92591 � HOLIDAYS. p 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE 4. PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS SUBJECTED TO SUBSTANTIAL PHONE (951) 252-7632 PRGP O ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE M ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. SOILS ENGINEER AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. 5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STREETS INTO THE CITY'S \ 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), AS EARTH-STRATA, INC. REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO DIRECTED BY THE CITY ENGINEER. THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT LEAST 3 TIMES OR AS DIRECTED 42184 REMINGTON AVENUE THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. BY THE CITY ENGINEER. TEMECULA CA 92590 8. PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS 6. FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 ph 951-461-4028 CALIFORNIA RD Phone:PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER NG�O N CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL TIMES. SQ. YD. THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD 9. UTILITIES, APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE SPECIFICATIONS. ASSESSORS PARCEL NUMBER RP T7S. R2W. SEC. 29 ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY 7. TACK COAT, A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND VERTICAL JOINTS, CONCRETE SURFACES VICINITY MAP UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF AND ASPHALT CONCRETE BASE COURSE, IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE A.P.N. 957-170-029-6 THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1 H" CONFORMING TO THE GREENBOOK. CONTRACTOR, AT HIS EXPENSE. 8. CERTIFICATION,/TESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY BY A LICENSED LAND N.T.S. 10, SURVEY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE SITE ADDRESS AND TO INSTALL STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. PROGRAM (QAP) AND/OR AS DIRECTED BY THE CITY ENGINEER. CENTERLINE_ TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND 9. PAVING MATERIALS. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. 40046 WALCOTT LANE BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING A. AC MATERIALS. TEMECULA, CA 92591 LEGEND CONSTRUCTION) SHALL BE REPLACED TO THE CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. ACT AND THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, i. TYPE C2 PG70-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL BE MINIMUM OF 0.12 FOOT F.F. FINISHED FLOOR ELEVATION SURVEY CUT SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. SOURCE OF TOPOGRAPHY FS FINISHED SURFACE 11. DUST CONTROL, DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE (1 INCHES) THICK INCLUDING GRIND AND OVERLAY INSTALLATIONS. ii. TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALANCE OF THE REQUIRED HP HIGH POINT CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCAQMD) RULE ASPHALT CONCRETE THICKNESS. THE MINIMUM AC LIFT FOR BASE COURSE IS 0.21 FOOT (24 INCHES). DELTA SURVEYING AND MAPPING DATED: 12/4/17 CF CURB FACE 403. 39305 SALINAS DRIVE MURRIETA CA 92563 FL FLOW LINE 2. THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES). 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND Phone: 951-764-0158 Fax: 951-816-3235 IE INVERT ELEVATION COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY 3. THE MAXIMUM AC LIFT IS FOUR IS 0.33 FOOT (4 INCHES). ENGINEER FOR PUBLIC SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE NOTE: "SHOVING" IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MIXES THAT ARE TOO RICH EARTHWORK QUANTITIES(PROPOSED GRADING) TC TOP CURB ELEVATION CONTRACTOR. IN ASPHALT, THAT HAVE COURSE/FINE AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT P.E. PAD ELEVATION 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT THE PROPER INSPECTION FROM THE CITY MAY BE SUBJECT HILLS, CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHICULAR FORCES. TO PREVENT OR CUT: 5,250 CY TW TOP OF WALL TO REJECTION. MINIMIZE SHOVING, THE CITY RESERVES THE RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT FILL: 5,250 CY TF TOP OF FOOTING 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GRADING," "EROSION AND SEDIMENT PROVIDE HIGH STABILITY (I.E., ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE PARTICLES WITH A FG FINISH GROUND CONTROL," "PAVING" AND "TRAFFIC" REQUIREMENTS, IF APPLICABLE. ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WITH THE GREENBOOK AND/OR CALTRANS SPECIFICATIONS. EP EDGE OF PAVEMENT QUANTITIES SHOWN ARE FOR PERMIT PURPOSES BASED UPON DIFFERENCES - _ B. BASE MATERIALS. IN EXISTING AND PROPOSED CONTOURS ONLY AND DO NOT INCLUDE SUB- El EPB `- -=- GRADING NOTES: 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. ® COMM PEDESTAL _ N 89'34'46" W 330.12' 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) OR CRUSHED EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE .,,. 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, LAND CLEARING, EROSION MISCELLANEOUS BASE (CMB) PER SECTIONS 200-2.2 AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. CONTROL & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF J _ - �_ -✓ A TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST ARTERIAL ROADS REQUIRE CAB. EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES C. PORTLAND CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. BENCHMARK 10. MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX DESIGNS) FROM THE SUPPLYING CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR ASPHALT OR CONCRETE PLANT SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGNS) THE ELEVATIONS SHOWN HEREON ARE BASED UPON --)PROPOSED CONSTRUCTION ACTIVITIES. SHALL CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK REQUIREMENTS. RIVERSIDE COUNTY BENCHMARK T-46-$1 RESET 1997: 3 'RESIDENCE r 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY WORK ON 11. STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE TENTATIVE (I.E. THEY'RE USED FOR N THE SITE. BONDING PURPOSES). THE FINAL STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL ALUMINUM DISK ON CONCRETE CURB STAMP T 46-81 \ co 3. TNO IFICATIONS• PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE AT (951)308-6395 AT RESET 1997 AT THE S-E CORNER OF BRIDGE OVER TESTS AFTER ROUGH GRADING. THE STRUCTURAL SECTION REQUIREMENTS SHALL BE REVIEWED AND APPROVED BY THE LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. SANTA GERTRUDES CREEK � yc� 4. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE CITY ENGINEER. SAID DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND SHALL UTILIZE THE "R" VALUE METHOD (I.E., "R" VALUE TESTS SHALL BE CONDUCTED EL-1097.163 (NAVD29) \ W PRELIMINARY SOILS INVESTIGATION BY EARTH STRATA GEOTECHNICAL SERVICES, INC. DATED JANUARY 26, 2018. SAID /' = w IN ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE " REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. AREA OF DISTURBANCE ? 5. BUT FI 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION REPORTS BY A SOILS ENGINEER, PARCEL , UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL A. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, CERTIFYING 95% COMPACTION OF SUB-GRADE AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. AREA = 42,290 S.F. (0.97 ACRES) PM, COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 90% COMPACTION TEST OBSERVATION OF SUB-GRADE AND BASE GRADE MATERIALS SHALL BE COORDINATED TO INCLUDE P.M.� /1 RELATIVE COMPACTION OUT TO THE FINISH SURFACE. 24 HOUR EMERGENCY CONTACT: JAVIER RODRIGUEZ r �� THE SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. � 10 B. FILL MATERIAL SHALL NOT BE PLACED ON THE EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF 13. PAVING INSPECTIONS. (951)760-4991 [b Z WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND A. BASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMPLETION (PRIOR TO PLACEMENT OF BASE) IS IS GREATER THAN 5 FEET, THE TERRAIN MUST BE KEYED AND BENCHED IN EITHER THE BEDROCK OR NATIVE SOIL, REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. PROPERTY AREA AS DIRECTED BY THE GEOTECHNICAL ENGINEER. C. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE B. PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR GROSS AREA=2.29 ACRES ., TO PAVING AT BASE GRADE COMPLETION; AND 2 DURING PLACEMENT OF AC. SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. C. DRIVEWAYS. ALL ONSITE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY WITH THE APPROVED PLANS AND CITY D. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR STANDARDS, AND SHALL BE INSPECTED AND CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. LEGAL DESCRIPTION " ° - -N 89'34'46" W 341 .65' GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH 14. UTILITIES. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING. HAVE BEEN PROPERLY PLACED. 15. TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONFORM TO CITY AND ENGINEERING STANDARDS. REFER PARCEL 1 OF PM 11923 6. DRAINAGE. TO CITY STANDARD NO. 407 "TRENCH/POTHILE REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN PMB 58/49 OF RIVERSIDE COUNTY RECORDS A. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED CLOSE PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT STRIPS IN DISTRESS OR LESS THAN BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TWO FEET IN WIDTH (BETWEEN THE TRENCH AND GUTTER LINE), SAID PAVEMENT STRIPS SHALL BE REMOVED AND INDEX MAP N TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL REPAVED, AT THE DISCRETION OF THE CITY ENGINEER. A TACK COAT SHALL BE APPLIED TO EXISTING ASPHALT EASEMENTS SCALE: 1" - 80' BE CONSTRUCTED PER THE APPROVED PLANS. CONCRETE AND VERTICAL SURFACES TO BE JOINED IN COMPLIANCE WITH THE GREENBOOK. - B. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS 16. PARKING LOT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT (1%). 10 EASEMENT FOR ROAD AND UTILITIES AND RIGHTS INCIDENTAL THERETO, AS BMP'S OR NATURAL WATER COURSES SHALL BE PERMITTED. 17. GUTTER LIP. A j INCH LIP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND RECORDED BY INSTRUMENT LOCATED IN BOOK 1, PGS 44-46 OF PARCEL MAPS. THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT C. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE ENGINEERING STANDARDS. REFER TO STANDARD NO. 200. 2 A DECLARATION OF DEDICATION FOR ROADS AND UTILITIES AND PURPOSES MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION 18. PAVING DETAIL AROUND MANHOLES. VALVE COVERS. ETC. ALL PAVING AROUND MANHOLES, UTILITY VALVE CONVERS, LIMITED E THE CAKECALIF HA SBOOK, AN BEST AND PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. ETC. SHALL BE IN ACCORDANCE WITH THE GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND INCIDENTAL THERETO AS RECORDED DECEMBER 5, 1968 IN INSTRUMENT N0. MANAGEMENT PRACTICES HANDBOOK JANUARY 2003 NON-STORMWATER MANAGEMENT D. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 503 "PAVING DETAIL AROUND MANHOLE." O PARCEL AND AS SHOWN ON PARCEL MAPS LOCATED IN BOOK 1 PGS 44-46 OF DU THE LATEST REVISED EDITION, MAY APPLY NS1- WATER CONSERVATION PRACTICES PROPERTIES DURING THE GRADING PROJECT. PARCEL MAPS. DURING THE CONSTRUCTION OF THIS PROJECT 19. AC PAVEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING (I.E., USING A SELF-PROPELLED SPREADING/FINISHING NS6- ILLICIT CONNECTION\DISCHARGE NOTE: THERE ARE NO EASEMENTS ENCUMBERING THE PROPERTY. E. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED MACH ) AND ROLLING AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK. (ADDITIONAL MEASURES MAY BE REQUIRED IF NS8- VEHICLE AND EQUIPMENT CLEANING WITHIN THE LIMITS OF EASEMENTS. 20. _:STANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE DEEMED APPROPRIATE BY THE PROJECT ENGINEER NS9- VEHICLE AND EQUIPMENT FUELING F. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE ONE-HALF PERCENT (0.5%). SETTLLMLNT OF FILLS, TRENCH FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT CONSTRUCTION NOTES (PROPOSED IMPROVEMENTS) OR CITY ENGINEER) NS10- VEHICLE AND EQUIPMENT MAINTENANCE 7. PROPERTY CORNERS, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FILED PRIOR TO "BIRDBATHS" OR DEVIATIONS GREATER THAN INCH IN SIX FEET SHALL BE ACCEPTED. NS12- CONCRETE CURING COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER. 21. PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STRUCTURES, CURBS AND GUTTERS, ITEM DESCRIPTION QUANTITY EROSION CONTROL NS14- CONCRETE FINISHING 8. ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT, INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC SIDEWALKS LANDSCAPING CATCH BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY ECI- SCHEDULING WORKS INSPECTION LINE AT ( ON (I.E., ROUGH SUBMIT THE FOLLOWING: PAVING OPERATIONS AND ASPHALT SPRAY; (8) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I.E., MOVING OR �1 INSTALL 9" SQUARE CATCH BASIN (NDS OR EQUIVALENT) 5 EA. EC2- PRESERVATION OF EXISTING VEGETATION A. TWO SETS OF PAD ELEVATION (I.E., ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOLED DOWN EC5- SOIL BINDERS WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF ADEQUATELY; (C) CLEAN THE SITE (I.E., REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN OUT ALL MANHOLE PITS, INSTALL 5 X5 NO. 2 BACKING RIPRAP (2 THICK) 11 CY EC9- DRAINAGE SWALES WM1- Mi 1,L DELIVERY AND STORAGE CUT/FILL SLOPES. ENSURE FREE OPERATION OF VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FROM WM2- M RIAL USE B. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E. FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT �3 4 AC OVER 6 CL II AB DRIVEWAY (104 TONS AC; 77 CY AB) 4,140 SF TEMPORARY SEDIMENT CONTROL WM3- STOCKPILE MANAGEMENT THAT THE GRADING COMPLIES WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. WORK AREA, ETC.). 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING," AND "EROSION AND „ 286 LF SE6- GRAVEL BAG BERM WM4- SPILL PREVENTION AND CONTROL 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY S ENGINEERING AND CONSTRUCTION MANUAL. �, ® INSTALL 8 PVC STORM DRAIN PIPE SE7- STREET SWEEPING AND VACUUMING WM5- SOLID WASTE MANAGEMENT 10. POST GRADING ACTIVITIES, POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE SEDIMENT CONTROL REQUIREMENTS. APPLICABLE; GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA O INSTALL 24" HDPE STORM DRAIN PIPE SDR35 69 LF WIND EROSION CONTROL WM7- CONTAMINATION SOIL MANAGEMENT MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT WE1- WIND EROSION CONTROL WM8- CONCRETE WASTE MANAGEMENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. © ,INSTALL 18" PIPE CULVERT 45 LF WM9- SANITARY\SEPTIC WASTE MANAGEMENT 11. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "PAVING," "GENERAL" AND "EROSION AND EQUIPMENT TRACKING CONTROL SEDIMENT CONTROL" REQUIREMENTS. � DRIVEWAY PER CITY STANDARD N0. 207 410 SF TC1- STABILIZED CONSTRUCTION ENTRANCE EXIT BURROWING OWL NOTE: Underground Service Alert NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH PUBLIC WORKS. ALL PROJECT SITES CONTAINING SUITABLE ® INSTALL CONCRETE V-DITCH PER CITY STANDARD N0. 304 22 LF NOTE' HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30-DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAYS O FIRE TURNAROUND 4" AC OVER 6" CL II AB DRIVEWAY (58 TONS AC; 43 CY AB) 2,300 SF THE PROPERTY OWNER/ENGINEER OF RECORD/CONTRACTOR SHALL ADHERE TO CM Call: TOLL FREE PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT THE CITY OF TEMECULA'S STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, O ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING 10 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 3 1,000 SF ON-SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT F, AND G OF THE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION 6-2) 1 -800 OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31 , WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 11 INSTALL GRAVEL BAGS PER DETAIL SHEET 3 130 EA IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION, GRADING AND IIII AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY 12 INSTALL SILT FENCE PER DETAIL SHEET 3 750 LF ENCROACHMENT" ORDINANCE NO. 13-01 . COPIES OF THE NOTES SHALL BE 227-6000 AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. IF CONSTRUCTION IS AVAILABLE ONSITE AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. TWO WORKING DAYS BEFORE YOU DIG DELAYED OR SUSPENDED FOR MORE THAN 30 DAYS AFTER THE SURVEY, THE AREA SHALL BE RESURVEYED. LD 8-0955 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEALia Designed By Drawn By Checked By DRAWING NO. VY VY WV RECOMMENDED BY: ("OUReQ DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL c� WILFREDD S.D. VENTURA , LANS PREPARED UNDER THE SUPERVISION OF SEE ABOVE AS NOTED No. 66532 { of TrMeG 9 PM 11923 - PARCEL 1 c PG - I Date Inspector 11/5/18 ACCEPTED BY: ATE: 1 �� VERTICAL Exp. 6-30-20 WIL RE O VENTURA TRICK T A , P.E. o w PRECISE GRADING PLAN Date Completed `P, CIVIL R. N0. 66532 Ex ices 6 30 20 DIRECTOR OF PUBLIC WORKS/CITY ENGINE R TITLE SHEET NA E qr cA�\F p R.C.E. NO. 44223 T'�ros'.9NO SHEET 1 OF 3 2017-230 1242.06T6 EX WATER METER `� ' ASPH NDs,INC. SEE INSET »A» _ O 1242.84TC _., �ti`. d _.. ___ _ _ . LIN NORTH HARVARD AVE. \ r 8 �, W �_ 724 EX WATER �'' _ uNDSAY,cA93247 EX OVERSIDE . METER - r R9 3446�� �,l 33a.12' TOLL FREE:1-a00-726-1994 METAL DRAIN - 1242.04FS P� � - r�TER TON ROCK. �--- - \ r2 PHONE:(559)562-saa8 TO REMAIN 2 TON NOTE: 1242.07 -> �' 7.7 CFS __-DAYLIGHT __.__ FAX:(559)562-4488 W 0`0 1240. 8 ROCK STA 49+84.71 a Qioo= j www.ndspro.com z 1242.84TC I FL CL OF INTERSECTION FS/ -- - s ILL LINE NDS9"SQUARE POLYOLEFIN w 1242.04FS ._, OF WALCOTT LANE AND �.- NDS 9"SQUARE TAPERED POLYPROPYLENE GRATE W/U.V.INHIBITORS. __.! - _-> CL CATCH BASIN WI U.V.INHIBITORS. 1242.07FS -�- � ' \\ p CALLE CHAPOS 7 20' D/w 93/8"SQ.WIDTH Q --- 1242.78TC 7 T 441-04 $ 6 SLOPE � - ---- E a 1242.35FS \ ._-_.__-.�.--- 1 1242.2 242.351 FS 2.4 - - - 1a35,0 > F 20.0' tz� 1239.8 " CML&C w EX 30 _ IE IN � W WATER LINE t12, - _ ---- - (PER RCWD DWG. NO. RC-557 - _ PORTI6N F / ) 29.5 2: 1 W \i " N 1�35 ^.,. . at EX CONCRETE ' �`\ 1242.96TC � � '` __ � , V"DI1fCH TO / °� I - 3 24" RCP � - 1242.27FS (1242.50FS c0VM 1234.3 /�- BE REMOVED ' ®)ES�7A I 123 . 2 I 2 / f 4-RRCP 1242.981 \ 1233.6 FS 1242.59FS N �'' MATCH EX. FL OF IF 4 DAYLIGHT EX (2) - - - - - 1 w `. , ,/``� r CONC. V-DITCH 1 / - COMPACTED SOIL `-DRILL 1l8"WEEP HOLE TYPICAL OF 4 \ _ - FILL LI1y.1=-''`� �'' ------�24" RCP PLACES AT BTM CORNERS. ' ,: `J _ /l 314"GRAVEL BASE4"TO6"DEEP BELOW W ----.. ,i � INSTALL NEW 1 ; o BASIN.TO PREVENT STANDING WATER SECTION 1242.78TC , � , � WATER SERVICE I r -�-•... � `�� �-•-- -`-"" �� 1242.35FS --�_ EX POWER POLE �i METER & LATERAL ah I - NOTES: �jl (CONTRACTOR TO ^ry2 2: 1 1 GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. » f 2 EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES, EX 30 CML & C `r FIELD VERIFY 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS j ' °' GUY FL=1231,09? ,! �,,� 4. DO NOT SCALE DRAWING. I f WATER LINE I f f LOCATION) 2 --� 5 \ 1245; 5. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS CONSULTANTS AND DESIGN INSTALL NEW 1 I - - - -^- (PER RCWD DWG. 1 4 I I i \ 2% , PROFESSIONALS FOR PLANNING PURPOSES ONLY. WATER SERVICE ROUGHEN EX. � � � f /; 2°I _ � -�-" ,- '� � ..---� 12�.5 T- t245 6. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED DRAIN AGE DITCH ------ NO. R C-557) I I \ _ _ _ _ _ --- - BYTHEPRODUCTMANUFACTURERTOBECONSIDEREDACCURATE. METER & LATERAL ���`_ I Q10o=15.6 CFS a _ _ - - -�-_ - �' -< - �-�Ic (CONTRACTOR TO W/ GROUTED N0. I � 1231.8 r' �`' 46.5 --� 2 BACKING ROCK r' I N O Hp FL / FIELD VERIFY � 1245.5 /� , � T6~�5.�5 � !\ ._- a245.5 --�- ---- EXISTING LP FL / / i �€ 44,E LF ` IE OUT _ LOCATION (LENGTH=10') i 1243.69TC �`` CONCRETE 1 SQUARE TC HCATCH ST ABASIN FO R LANDSCAPE APPLICATIONS ' - 1243.26FS ' FL=1230 > \ T G 45`5 1233.1 V-DITCH IE 43.5f° -- \ _---So E OUT 3 2 - - '-- REVISION DATE S-24-2015 MATCH FLOWLINE - -- DAYLIGHT A ,� -- ' - � � � /�/�I ,,,,,,,..- ._-�-- _ ----- DAYL�GH-T--- OF EX. CONCRETE - J I 24 .3 FILL LINE �r'Q _-'"� - -- CUT L1N€ ® V-DITCH f I j�, _ / i..'.._ INSET „A„ FL=1230,427 Ff r �� ° `- /- SCALE: 1"=10' EX 42»RCP �2 \ s /� \i °., o '(65C14 .0' AS SHOWN ON PLANS BO I I TW=1235.08 l 0' % ROPOSED USE EX FH -; 1; ® �' \-- _. PAD=1247. 1/4 TON RIPRAP / \�n ; \- \ FF=1247.7 F(NON-SLURRY) N � 1230.26FL o 24" MIN. 40'., 347' TOP=1233.88 CONSTRUCTION NOTES (PROPOSED IMPROVEMENTS) MIRAFI FILTEROR I INV=123o.30 IN / / \� ' \ �h" \ HP FL 40N FABRIC 1 U 10� f n \ 1246.5 ^ \ ITEM DESCRIPTION QUANTITY EQUIVALENT 1244.97TC f - I (EX)Q1oo=57.3 CFS - 1244.59FS I - j O1 INSTALL 9" SQUARE CATCH BASIN (NDS OR EQUIVALENT) 5 EA. 6 THICK I ' (PROP)Qi®o=56.9 CFS CLASS 2 BASE O INSTALL 5'X5' NO. 2 BACKING RIPRAP 2' THICK 11 CY J ! TW=1235.14 R ( ) �-u I ' / � t TG 45.5 v7 N cv co I 4" AC OVER 6" CL II AB DRIVEWAY (104 TONS AC; 77 CY AB) 4,140 SF 2 RIPRAP DETAIL 4 1 --- A L P NUJ. 11 1 IE 43.1 N ' " NOT TO SCALE 44 'FS \ 4 INSTALL $ PVC STORM DRAIN PIPE 286 LF a _ - / l 0 \ \ 1245.5 0 INSTALL 24" HDPE STORM DRAIN PIPE SDR35 69 LF 20' WIDE ® I 2 4 I LP FL I 111✓ 17 / a U I I 1242. ® INSTALL 18" PIPE CULVERT 45 LF '--� Q ' \ 3-70 LF 100% IE I I 'SEPTIC TANK, O DRIVEWAY PER CITY STANDARD N0. 207 410 SF 4" AC II rz � EXPANSION E \- ' LEACH LINES ® INSTALL CONCRETE V-DITCH PER CITY STANDARD N0. 304 22 LF •1 SL �„� " / O9 » 1 SEE EASEMENTS NOTE SHEET 2 y ,IJI No \ \ \ FIRE TURNAROUND 4 AC OVER 6 CL II AB DRIVEWAY (58 TONS AC: 43 CY AB) 2,300 SF 6" THICK I 4 \ \ \\ 10 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 3 1,000 SF CLASS II AB 11 INSTALL GRAVEL BAGS PER DETAIL SHEET 3 130 EA 'zs \ \ \ N I I \ \ \\ ` T �F5 ►� 0 12 33.0 1 - ,, II \ INSTALL SILT FENCE PER DETAIL SHEET 3 750 LF TYPICAL DRIVEWAY 1246.5� 5.12 5� p FL \� , 4"�•5 � \ NOT TO SCALE ` I \ \ \ \ EF \ WALCOTT LANE PROPERTY \ \ \ -} 1. ° I 1247.28TC \ \ � ^� WALCOTT LANE PROPERTY I 1246.7/FS \ \ \ - 33' ` LINE DAYLIGHT ; 1 I ! I >z3s \ 2: 1 •a 2:.1 a 0 \ , DAYLIGHT PROPERTY I METAL i COOCRSTD DAYLIGHT FILL LINE I I ,2 s \ \. - ` , -� a DA�'LIGHT �\61 FILL LINE �- LINE , EX OVERSIDE E FILL LINE I Imo`-- -- TG 46.5 \ DAYLIGHT\ \\ V-DITCH 20' ._r -� 1 I 4 FILL LINE ` .. �... \� \ CUT LINE \\ fEX I 10' » DRAIN I DWY CURB PROP. 18 I EX i TON - CULVERT ICURB � ROCK JL 21 - EX POWER POLE I ! I \ \ \ \ \ t I I _ � - - - - -� __ _ s\- SECTION D-D N 89"34'46"W 341.65' \ \ 77 SECTION C-C SECTION E-E `� ,24� ® � � � �+ SCALE: 1"=20' SCALE: 1 "=20' I 3-70 LF PRIMARY \ \ \ '�� SCALE: 1 =20 O 0 I _ LEACH LINES \ \ \ �� Iil , Illil � � PROPERTY LINE w EXISTING GROUND 6' MIN GRAPHIC SCALE N _ -WALCOTT LA E \ __ - 20 0 10 20 �- 33' FIRE TURN OqE = 11 FEET PROPERTY AROUND S�- PROPOSED _�I-DU PROPOSED SURFACE 1 LINE DAYLIGHT 2%, SAD=1247.0 2 FILL LINE FF=1247.7 2% DAYLIGHT - \ - � -- IIN MIDI CUT LINE � DAYLIGHT I 1 SLOPE i III PROPOSED SURFACE CUT LINE \ EXISTING GROUND - -1�1== '-1�-= -ill III- ; EXISTING GROUND _ GRADED SWALE DAYLIGHT EX CURB 1\- !\ l �L=iI1= -III=III-1 -.. GRADED SWALE C� 2% ,.il(=1I1-ii;- I61-)III\III PROPERTY -- FILL LINE =1, I -1 I I-(!i-1 11=III !!I=1 I hI I I, ,III; - _l 11-1 11=1 1=1 ;=- c� 1 MIN -,►L-1 I I- - u N E - - - PROP_QSED HOUSE PROPOSED PROPERTY ICI I I-11j = i- I I -I I i-I i i= 11=1 !. I �_ _ I-III-I!1=1TI-1 I!-1 I 1-1 I I i i=-�i I-i I i�l!!_!,!-, f_ !1-�it I fill 1 1 -: - - EASEMENTS SECTION A-A _ - 2% PAD=1247.0---- 2% SURFACE LINE Underground Service Alert SCALE: 1 =20 _ _ -MIN F=1247 7 MIDI 1 EASEMENT FOR ROAD AND UTILITIES AND RIGHTS INCIDENTAL THERETO AS GRADED SWALE -' -w- __ I I- - i ;----i - -- ! !-- I i i--- I � � : I -fi= ,rp � ? , S EXISTING GROUND 0 FIRE NOTE I _ - �pA Call: TOLL FREE RECORDED BY INSTRUMENT LOCATED IN BOOK 1, PIGS 44-46 OF PARCEL MAPS. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO I -- , , 0 1% MIN !- ! 8 PVC PIPE i I �I I ( -I=I I\\_) A DECLARATION OF DEDICATION FOR ROADS AND UTILITIES AND PURPOSES SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE WITH A -I , ! - I -` - - ---- -I �I I - - I �-III-) I --I --I --- 8 PVC PIPE - I - \r I:_ I (_ INCIDENTAL THERETO AS RECORDED DECEMBER 5 196$ IN INSTRUMENT N0. III I (---I I1-I -I --I - i i I-I I i- GRADED SWALE = i III III I SURFACE SO AS TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. ACCESS ROADS ' ' --► I I-- II - -- -I I {q � - 00 119016 AND AS SHOWN ON PARCEL MAPS LOCATED IN BOOK 1 PGS 44-46 OF S. SHALL BE 60,000 LBS. GVW WITH A MINIMUM AC THICKNESS OF 0AC FEET. -� I ��I ® 2%- PARCEL -I - 227 - 6000 NOTE: THERE NO P EASEMENTS ENCUMBERING THE PROPERTY. SECTION B-B TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 "=20' LD 18-0955 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEAL pRCFESSip Designed By Drawn By Checked By //��/ DRAWING NO. Contractor HORIZONTAL VY VY WV RECOMMENDED BY: DATE: / !9 CITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS LfREDo S.D. yENTURA� NS PREPARED UNDER THE SUPERVISION OF SEE SHEET 1 AS NOTED No. �� of TeMF°G P(9-2 Inspector 66532 Date 11/5/18 ACCEPTED BY: � ATE: � VERTICAL * Exp. 6-30-20 WILFR D VENTURA PATRICK THO A , P.E. 0 9W PM 1 1923 - PARCEL 1 Date Completed civ�E �� 66532 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER o PRECISE GRADING PLAN NA ' R.C.E. 0. Expires 6/30 20 R.C.E. N0. 44223 0 r, lsas �- Ng SHEET 20F ,3 2017-230 A7 L"VLWAT AVEL DRi'VEWAY 0 cv GRAVEL DRIVEWAY ASPH STABILIZED --12a1.16) 1 42 06T�� EX WATE METER A� �� , #& EROSION AND SEDIMENT CONTROL LEGEND -_ "______ __,___� SEE INSET --- (F L=1241.92) �- /- CONSTRUCTION. � --_o"-- ENTRANCE PER 1242.84TC WAT�P _, - - �„" - - - (`d 89°3446" 33(7T2' -_ -- -----'`__ _-.-�...� �. -.�--_ `,,. GRAVEL BAGS TYPICAL 2 BAGS HIGH (PER SE-6) DETAIL SHEET 3 (1242.04FS) : ;�� 4 NOTE: _ 1242.0 7 a 12 39 8`�- 7 STA 49+84.71 (--_ FS _ _ Q�oo=7.7 CFS HT 243 CL OF INTERSECTION ti FILL LINT-_ -_ � 71 -� SILT FENCE (PER SE-1) OF WALCOTT LANE AND - 1 a1 -' -- ---��.� CL SILT FENCE CALLE CHAPOS 7 2Q D �,° _ _��. , 40 r>----- 7 � ST 4+4M - _ - -- 1zs PER DETAIL -� �. _.� �' �4� 1242.78TC 4 2 2.2 7 SH EET-.-3-- T� (1242.35FS) FS ( )STABILIZED CONSTRUCTION ENTRANCE (PER TC-1) EX 30" CML&C 236 ' 8 WATER LINE - --_' �72' (PER RCWD DWG. - - - ---- l W NO. RC-557) 1 9-5' A o 0 EROSION AND SEDIMENT CONTROL NOTES 1242.96TC � 24" RCP ( ) � 1 4.3 EDE' 1233.1 - - - - - 1242.50FS cDF� 1 . FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM THE SITE OR TO ANY TYPE OF PRIVATE OR 1242.98TC ' -- � I` - IE OUT �' 1 3,6 PUBLIC STORM DRAIN WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE-LINED V-DITCHES, (1242.59FS / -MATCH EX..FFL..�� 1 p LIGHT �J� (2) STORM DRAINS, FLOW-LINES, OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM ( ! I C0�1C--V- ITCH ' - '� -� 4" RCP DRAIN WATER CONVEYANCE SYSTEM YEAR-ROUND. ' - o \ - FILL LIIyE/ / 0� - I � (' INSTALL NEW 1" __ ---_- EX POWER POLE LO_ . WATER SERVICE 2. BEST MANAGEMENT PRACTICES (BMP S)S). YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT I f f ' METER & LATERAL " .- - PRACTICES (BMP s), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT I I (CONTRACTOR TO �`�2 www.cabmphandbooks.com. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND EX 30" CIVIL & C GUY I � FL=1231.09) FIELD VERIFY ^�---- MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES WATER LINE ' I ! LOCATION) 24` . II THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, (PER RCWD DWG. � I I I AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO N0. RC-557) 1 Q -15.6 CFS - RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. A. STOCKPILING OF BMPs. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT I 1231.8/ I N ��G w L H0F L "' '=�' 5.5 --_ THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, 1243.69TC 2 ' I EXISTING IE OUT o /FL,,,� / j 44. ------ THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE (1243.26FS) ' I CONCRETE ,// /0 _--- FL=1230.38) TG 45.J SITE. I I V-DITCH IFo43.5 o - 12 0 3. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORES, REPAIRED OR MODIFIED 1 I 2 DAYLIGHT ^ / / '� RAVEL , - -__ 1 I 1 AYH-T__ -� YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND o, 243,3 ) FILL LINE �, \ / ,�/ PER DETAfC �_- C-� L4E- ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN � `' SHEET -3 -TYP J _ 5� EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. ' I I I ti; F / ( A. EROSION CONTROLS. EROSION CONTROL SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING: o FL=123o,42) ✓ / - ,���/ '2s` VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC EX 42"RCP � N. � f •s2 - � `��� , � / ;-' / ,,._•-- f--- �---- �..�'� SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS OR OTHER ' J �y - I FI c� �6, - MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND ALONE EROSION - F as 1 CONTROL. FOR SLOPES GREATER THAN 4:1 , PROVIDE FIBER ROLLS AND EITHER BONDED FIBER MATRIX PRODUCT - ® , I TW=1235.08 / 0 ROPOSED /� �'✓ _ r260`�.� APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 EX FH _ _ , �� �% _ HOUSE �� W � PAD=1247. GAL/ACRE. THE CITY ENGINEER MA APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. �` } = 26) FF= 124 7 B. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING BASINS, GRADED ,� 0 ;._ ` 1230.26FL / BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM J" GRAVEL), CHECK DAMS, DRAINAGE = A NAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG � TOP-1233.88 (INV=1230.30 ))IN " / / / / �� HP 6FL I..`.\� � `� THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH � I � � � ^ s GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. 1244.97TC I (EX)Q1oo= 7.3 CFS / /' / 4. STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL, ) Q I (PROP ioo=56.9 FS / / �26 THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) �° / > f / o e NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) l� TW=1235.14 R' 1 / / DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE - '�� 1 .r 14 1 p p �` / TG/45.5 �/ v i 0 IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS ° f - � / Ail L f 0 11 3 IE 43.�I N •. r- AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED 44 6 FS) - l I R AT: www.waterboards.ca. ov/water issuesf ro rams/stormwaterfconstruction 124 .5 1 i / 6.0 5. PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE 4 I J �124 LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED ' 3-7 LF 10 IE I 12 0 A r2 � EXPANSI l I I - ASEPTIC TA K IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND � \ , } { � � I CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. LEACH LINE 6. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND r 1 SEE EASEMENTS NOTE S ET 2 \ \ \ o SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE i AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK-OUT ONTO INTERIOR a I �` ,ti GRAVE BIAS I � �, ROUND,, -- � I "111 STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM � �, \ PER 'DETAILSWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE I 1z3s ` : �> \ HEFT ` (`FYP) ALLOWED PROTECTED. TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE 0 1 � .50 7. DESILTING BAST NS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA S CONSTRUCTION SILT FENCE BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING PONDER WATER - DO NOT 2 C PER DETAIL ___ ENTER," OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. �' �1 24 7F SHEET 3 (TYP) ` 8. MATERIAL MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM z I I s \ \ \ \ G 6.5� AYL�GH \ �?`LILIHT WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENTS. `` 14 ` IE 4 L LIN \ \ INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. \ ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. EX POWER POLE I I \ 9. CONSTRUCT WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER �- ► ��n,, - _ - - n._ . -. '� _• n \ \ ss .. - - - LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR lags � - - - -� - --._••.. ...`�, ,��� �.- _ -.�- TO ANY FORECAST RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS. -7 Xlj I �P N 89 3446"W 341.65 10. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS I I ` _ - _ _ __ _ b. 3" MIN. OPENING COARSE AGGREGATE TRAVELED INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. I I I I -I I BETWEEN BAGS AY THERE SHALL BE 100% SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. - - - - - TOP ROW 50' MIN. - - - - 1 1 . PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL-BAGS PLACED ON 11 I ( FILTE - - - - - - - - - - - - - - - THE - //' I R FABRIC .......... . �Il - - DOWN HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. $" MIN. - - -I I =III- - - - - - - FILTER FABRIC 12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB / Ii II �I = - - - ' 1= _ _ =1 I = - _ =i' PROFILI_ 1J1 l L� ll GUTTERS ET _ - _ ,,-LI _ -I I-I I-I 11- 1-1 I I-III-I i I-I 1-� C.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE - IT I•�� �-- - JJ-� -III-I 11=' '-I I I i EXISTING GROUND TRAVELED WAY FREE OF SEDIMENTS, CONSTRUCTION MATERIALS, WASTER, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES - . III-''• -TII-�-11 ...I ... =11i-II. 50' MIN.YEAR-ROUND. 1. SET POSTS AND EXCAVATE A 6 INCH BY 6 INCH 2. STAPLE THE FILTER 13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP's, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, TRENCH UPSLOPE FROM AND FABRIC TO THE FENCE. TYPICAL GRAVELBAG DETAIL -�- UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. ALONG THE LINE OF POSTS. °° 16' MIN 6' MAX. ° 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," GRADING" AND "PAVING" REQUIREMENTS. NOT TO SCALE 7- PLAN �r SILT FENCE DETAIL Underground Service Alert NO SCALE f" �% 2' MIN. + NNOTEE: kONSTR�CT S DIMENT 3 MAX. BARRIE AND HANNLIZE RUNOFF s o THE SILT FENCE SHOULD BE SUPPORTED E A WIRE --- �_ �--�_� �--- TO SEDIMENT TRAPPING DEVICE Call: TOLL FREE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT �../ 1 -800 STRENGTH AND BURSTING STRENGTH CHARACTERISTICS � � 6" � STABILIZED CONSTRUCTION �pII (AS RECOMMENDED BY THE MANUFACTURER) 3. EXTEND THE, FILTER FABRIC ENTRANCE AND CONSTRUCTION 4. BACKFILL AND COMPACT ROADWAY 227- 6000 INTO THE 6 x 6 TRENCH. THE EXCAVATED SOIL. NO SCALE TWO WORKING DAYS BEFORE YOU DIG LD 18-0955 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEAL p(2C�ESS� Designed By Drawn By Checked By DRAWING NO. Contractor VY VY WV RECOMMENDED BY: DATE: '//�/l� C ITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS HORIZONTAL � LFRED0 S.D. VENTURA NS PREPARED UNDER THE SUPERVISION OF °f TEM PC- J Inspector SEE SHEET 1 AS NOTED * No. . 6630220 ,� Date 11/5/18 ACCEPTED BY: ATE: � ��j F�G9 PM 1 1923 - PARCEL 1 Date Completed VERTICAL CIVIL WILF D VENT RA PA ICK THOM E. EROSION AND SEDIMENT CONTROL P sr �P DIRECTOR OF PUBLIC WORKS CITY ENGINEER NA q� �- c��F� R.C.E. 0. 66532 Expires 6 30 20 R.C.E. N0. 44223 / �r ,9Ss PLAN °"S • NON°Pe SHEET �j OF ,3 2017-230