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Tract Map 03334 Lot 6 Precise Grading Plans
OWNER ENGINEER APPLICANT CITY OF TEMECULA LEGEND CITY OF TEMECULA (COT)RANCHO CALIFORNIA WATER DISTRICT (RCWD) COSTCO WHOLESALE FUSCOE ENGINEERING MG2 DESCRIPTION - STANDARDS SYMBOL 999 LAKE DRIVE SAN DIEGO, CA 92121 1101 SECOND AVENUE PA 16-0626 - COSTCO GAS STATION EXPANSION - ISSAQUAH WA 98027 (858) 554-1500 BELLEVUE, WA 98101 PROPOSED CONTOURS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1058 FAX (858) 597-0335 (206) 962-650o TM 3334 - PARCELS A & D - L.L.A. N0. PA 99-0424 EXISTINGPROPER CLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . loss PRECISE GRADING PLAN PROPERTY LINE . . . . . . . . . LEGAL DESCRIPTION TOPOGRAPHY APN LOT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — CENTER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARCELS A AND D OF LOT LINE ADJUSTMENT N0. PA-99-0424 SURVEY PREPARED BY 921-810-014 \ / DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . _ter RECORDED DECEMBER 3, 1999 AS INSTRUMENT NO. 99-528446 FUSCOE ENGINEERING, INC. `� - OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DATED 04-18-2016 / gd ~ � p � �W�NT NE BENCHMARK 7 / \ FLOW DIRECTION AND SLOPE . . . . . . . . . . . . . . . . . . . . . X% 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA r� �� �� ��i i ce, / ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29.00 FS`_,/ ROAD 1.0 MILES NORTHEAST ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA AND A r T (� \ �J / 1k EXISTING ELEVATION . . . (29.00 ram--/ MORAGA ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO THE TEMECULA UNION SCHOOL; 1 FOOT EAST OF THE ■ PROJECT II E / 9 3 -�� .• ' ' ' FLAGPOLE. ■ ® •�\�` �� -� ,\\ 1 6" CURB . . . . . . . . DETAIL B PER SHEET 5 3 j6 / �§ '� �. """'�'" Y CURB & GUTTER . . . . DETAIL A PER SHEET 5 T-30-81 c ^�_ . /` Epp ELEV - 1083.725 ■ / / �� \ _ H'-" ' EXISTING SEWER . . . . . . . . . . . . . . . . _ s ENGINEER'S NOTICE TO CONTRACTOR % / EXISTING ■ f Lrgf` 3 — — EXISTING ELECTRICAL LINE . . . . a ;_ s"a GAS STATION / ■ ` j— I ° / EXISTING STORM DRAIN . . . . . . . . . . . . . 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ■ "- EXISTING GAS . . . . . . . . . . . . . . . . —�— RE OBTAINED BY A CH OF THE AVAILABLE RECORDS. THE NTRACTOR IS REQUIRED STRUCTURES NOT OF MEASURES REC TO PROTECT NOT SHOWN HEUTILITIES AND PLANS,AND IS RESPONSIBLE AND A FORTHER THE PROTECTION OF, / PROPOSED GAS xS: ,� ` / 2 ARECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR P / STATION EXPANSION T -�- Y Iri p� ■ _ R — EXISTING WATER LINE . . . . . . . . . . . . . . . . . . . . . . — ,AO TAKE DUE ND ANY DAMAGE TO THESE UNES OR STRUCTURES. ■ LQ �j I EXISTING IRRIGATION LINE „ �/ S I EXISTING FIRE HYDRANT . . . . . . . . . . . . . . . . . . 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE rr// %�`, a' X I PARCEL A EXISTING AREA/STREET LIGHTS . . . . . . . . . . . . r,Qr,�DcD CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND V/ \ p O ' PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED C NORMAL WORKING //� � 4>" y LLA NO. 99-0424 MMIHOLE HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS 7�\, `• it ,4/ EXISTING STORM DRAIN INLET/ . . . . . . . FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS / �\ i� 1 - R PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ■ I / II r EXISTING SEWER MANAHOLE. . . . . . . . . . . . . . . . . . 0 ANY PUBLIC AGENCY. _ _ _ _ p ■ ,� EXISTING EXISTING VALVE . . . . . . . . . . . . . . . . . . . . . . . . . . 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE IL STORM DRAIN CATCH BASIN DETAIL F PER SHEET 5 PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN I I I I I I I I I I I I I I I 6" STORM DRAIN CLEANOUT. . -. . . INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR \ �. e ,-L, ! ��� RCWD STD DWG 5-11 AREA LIGHT HIS BID(S) AND CONTRACT(S). \� `� I 1 ( k�l ! EXISTING EASEMENT NOTES . . . . . . . . . . . . .PER ELECTRICAL DRAWINGS DOD I� 1 —1 STORM DRAIN COT STD DWG 407 M—= 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY � � \ PARCEL 1 PRIVATE STREET EASEMENT ' ' ' ' ' ' ' ' ' ' ' 1 � O DATA AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE LLA NO. 99-0424 PUBLIC WATER EASEMENT TO RANCHO CALIFORNIA WATER HEAVY DUTY ASPHALT PAVING. . . . . . . . . . . . . . . *�, 2 PER SHEET CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES \ ! I O DISTRICT (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COSTS) TO THE OWNER AND TO THE Q3 GTE TELEPHONE EASEMENT UGHT DUN ASPHALT PAVING. . . . . . . . PER SHEET 4 ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY '-\ i ,, ,', II ! 0 SLOPE EASEMENT TO CITY OF TEMECULA ., AN APPROPRIATE OWNER REPRESENTATIVE. PAVING. . . \ / O7 TRAFFIC SIGNAL EASEMENT TO CITY OF TEMECULA PER SHEET 4 i 5. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION AND SHOULD BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. \` ! I'/ 08 STORM DRAT EASEMENT TO CITY OF TEMECULA BIORETENTION PLANTER . . . . DETAIL H PER SHEET 5 I I I 1 ( N 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL \ 1 -- 1 11 1 1 1 1 09 SIDEWALK & LANDSCAPE EASEMENT TO CITY OF TEMECULA CONSTRUCTION NOTES & QUANTITIES SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED J II illlli REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. \ 1O 6° CURB PER DETAIL 'B' ON SHEET 5 450 LF 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES ( I/ � 02 6° CURB AND GUTTER PER DETAIL 'A' ON SHEET 5 550 LF (IF APPLICABLE). \ O AC PAVING AND BASE PER DETAIL 'D' ON SHEET 5. 4" AC OVER 6° 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY CLASS II BASE FOR LIGHT-DUTY PAVEMENT AND 6 AC OVER 6.5" 20 TON (LIGHT-DUTY)/240 CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ! ! ! CLASS II BASE (OPTION 1) TY 5" AC OVER 12" CLLAA SS II BASE TON (HEAVY-DUTY) ANY CONFLICTS PRIOR TO CONSTRUCTION. \ 3 (OPTION 2) FOR HEAVY—DUTY PAVEMENT \ 2 _ _ a a a n a an a aka a e�e n a ® CONCRETE SLAB PER ARCHITECTURAL PLANS 13,300 SF 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT O TRUCTI 4 OF ANY A MINIMUM OF TWO FULL WORKING \ ' I%�i, 1 e — DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER I I I I [% I I 0 3' RIBBON GUTTER PER DETAIL 'C' ON SHEET 5 400 LF MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. I I 1 1 I e © IXISTINC STORM DRAIN TO REMAIN, PROTECT IN PLACE N/A GENERAL NOTES \ \ 0 1 1 - # OSTORM DRAIN CLEANOUT PER RSD SC-07, RIM TO READ "STORM 6 EA DRAIN ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND — STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING: 4" PVC STORM DRAIN. SLOPE AT 2.0% MIN. 120 LF + SPECIFICATIONS PREPARED FOR THIS PROJECT. 2 — Q 8" z 6" ECCENTRIC REDUCER 1 EA + THE CITY OF TEMECULA GRADING ORDINANCE. FUEL E DISPENSER ISLAND 1, APPURTENANCES PER ARCHITECTURAL 5 EA \ `* THE CALIFORNIA BUILDING CODE, LATEST EDITION, AS ADOPTED BY THE CITY OF TO POTHOLE AND VERIFY EXISTING UTILITY ELEVATION, 3 EA OF TEMECULA, AND ALL APPLICABLE ` 1 \ I ` - j © DEPTH AND LOCATION PRIOR TO STARTING CONSTRUCTION RELATED SPECIALTY CODES. PhJ�J + CONNECT TO EXISTING PRIVATE STORM DRAIN 3 EA THE LATEST EDITION OF THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS' (THE GREEN BOOK) AND STANDARD \� \� 1 ' \ C © © PLANS WHEN REQUIRED BY THE GOVERNING AGENCY. Z FLOW THROUGH PLAN H ER PER DETAIL ' ' ON SHEET 5 2,550 CF + THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. \\1 \7J — PRE-CAST CATCH BASIN PER DETAIL 'F' ON SHEET 5 2 EA AREA LIGHT PER ELECTRICAL PLANS 3 EA THE DIRECTIONS OF THE GOVERNING AGENCY INSPECTOR. 0 ,• — 5 CURB OPENING DEPRESSION PER DETAIL 'E' ON SHEET 5 2 EA THE GEOTECHNICAL STUDY PREPARED FOR THIS PROJECT DATED NOVEMBER 25, 2014 BY KLEINFELDER, AND ALL O © TRENCH RE-SURFACING PER CITY OF TEMECULA STANDARD DWG. 550 LF APPLICABLE AMENDMENTS. NO. 407 �/EiN6�RIDE — KEY MAP LEGEND PROPOSED OIL WATER SEPARATOR PER DETAIL 'I' ON SHEET 5 1 EA A. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW -" �' AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT •� �--�---- 1g SAWCUT AND REMOVE EXISTING HARDSCAPE. GRIND AND OVERLAY 3' SHEET NUMBERS ® COSTOOO 950 LF THDR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED OBTAIN APPLICABLE C OTHER ,�- '"f- —�� S - r WHOLESALE AT SAWCUT LINE (TYPICAL) PER DETAIL 'J' ON SHEET 5 TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER STRAIN DIRECTION FROM `1 �-- EASEMENT ® i ® CONTROLLER ENCLOSURE ROOM. SEE BLOW-UP DETAIL THIS SHEET 1 EA AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. KEY MAP SHEET LAYOUTS ■ o m SPILLWAY CURB & GUTTER. SLOPE GUTTER 2% MIN. TOWARD B. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN ® N/A A 1"=60' ASPHALT PAVEMENT ,A INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION, ALL CONTRACTORS ARE REQUIRED TO CAREFULLY ABBREVIATIONS SHEET INDEX N w � 1F�N�' ® INSTALL NEW SHUT OFF VALVE IMMEDIATELY DOWNSTREAM OF REVIEW THESE PLANS FOR DESIGN CONFLICTS AND BRING THESE TO THE ATTENTION OF AN APPROPRIATE OWNER AC ACRE IRR IRRIGATION 1 TITLE SHEET 1 VOW OIL/WATER SEPARATOR. 6 INCH BALL VALVE IN C.I. VALVE BOX REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO 50 BEFORE BIDDING OR AC/AB ASPHALT CONCRETE/ASPHALT BASE LP LOW POINT 2 NOTES FLUSH WITH GRADE. VALVE TO BE EQUIPPED WITH WHEEL/KEY FOR 1 EA OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. IN ANY EVENT ALL CONTRACTORS WILL ADA AMERICANS WITH DISABILITIES ACT LTR LATERAL 3 REMOVAL PLAN EASY OPEN-SHUT OPERATION. VALVE BOX SHALL HAVE HINGED PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH BLDG BUILDING LT MANHOLE 4 PRECISE GRADING PLAN VICINITY MAP EASY OPEN LID. BOX AND LID TO BE H-20 RATED. ANY AFFECTED CONSTRUCTION. CB CATCH BASIN POC POINT OF CONNECTION 5 DETAILS CL CENTERUNE PVC POLYVNYL CHLORIDE 6 EROSION & SEDIMENT CONTROL PLAN NO SCALE ® GRADED SWALE SLOPED AT 1.0% MIN. 60 LF C. REQUEST FOR INFORMATION (RFI) SUBMITTALS WILL BE REVIEWED BY THE ENGINEER, IF AT ALL, ONLY PURSUANT C&G CURB AND GUTTER PVT PRIVATE7 EROSION & SEDIMENT CONTROL DEIFIES TO THE INDUSTRY-STANDARD PROTOCOL AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR CO CLEANOUT Ott QUANTITY 9"x9° ATRIUM GRATE NDS981 OR APPROVED EQUAL 1 E4 r LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. CONIC CONCRETE R RADIUS GROSS DISTURBED AREA: 0.73 AC ® STORM DRAIN INLET PROTECTION PER SE-10 TYPE III 4 EA DWY DRIVEWAY RCWD RANCHO CALIFORNIA WATER DISTRICT DIG ALERT EARTHWORK QUANTITIES ELEC ELECTRICAL RIM RIM ELEVATION WEIGHTED FIBER ROLL PER SE-5 1,300 IF F GRADED AREA 31,966SF CUT 100 CY EX EXISTING RSD SAN DIEGO REGIONAL STANDARD DRAWINGS ® C FOG FIRE DEPARTMENT CONNECTION R/W RIGHT-OF-WAY NET DISTURBED IMPERVIOUS AREA: 0.61 AC OVERIXCAVATION 0 CY FILL 100 CY FF FINISHED FLOOR SO STORM DRAIN ® STREET SWEEPING AND VACUUMING PER SE-7 3 AREAS NOTE: FG FINISHED GRADE SDCO STORM DRAIN CLEAN OUT NOTES: ® CONSTRUCTION ENTRANCE 1 EA DIAL TOLL FREE THE ABOVE EARTHWORK QUANTITIES ARE FOR BONDING PURPOSES ONLY FH FIRE HYDRANT Sr STREET -ALL QUANTITIES LISTED HERIN ARE SHOWN FOR PERMIT ,I Y 1-800-422-4133 AND AND GRUBBING, STRIPPINGR SHRINKAGE, SWELL, OR UNSUITABLE VARIATIONS DUE TO LOSS FROM FARING FF'3 FINISHED SURFACE C FLOW LINE D OP OFRCURB PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING. LD 18-0726 AT LEAST TWO DAYS MATERIALS. ALL QUANTITIES USTED HERIN ARE SHOWN FOR PERMIT FTP FLOW THROUGH PLANTER TO TRENCH DRAIN -THIS PROJECT IS NOT SUBJECT TO THE REQUIREMENTS OF BEFORE YOU DIG PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING. THE GB GRADE BREAK TEL TELEPHONE THE CONSTRUCTION GENERAL PERMIT. BUILDING AND SAFETY CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN HOPE HIGH DENSITY POLYETHYLENE TO TOP OF GRATE REWEWED FOR COMPLIANCE, WITH TIRE 24 UNDERGROUND SERVICE ALERT INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE HP HIGH POINT TYP TYPICAL DISABLED AC SS Ay ACCESSIBILITY ONLY 1 n OF SOUTHERN CA j DESIGN AS INDICATED ON THESE DRAWINGS AND IN CONFORMANCE WITH IE INVERT ELEVATION W WATER �• D/nA//¢� APPROVED BY. 11 THE PROJECT'S GEOTECHNICAL REPORT. INV INVERT WM WATER METER ME CONSTRUCTION RECORD DATE BY REVOONB ACC'D DATE BENCH MARK DEWPED BY DRAWN BY CHECKED BY �OFESSIgy. �-//-/$ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS T_D Fri EL- 1083.725 D 'Y Recommended By. Date: 6 Contractor 2-1/2 BRASS DISK IN CONE FLAGPOLE BASE Horizontal �p� `Y•!j� These Plans Were Prepared Under the Supervision of: & FROM THE INTERSECTION OF FRONT STREET AND a / RANCHO CAUFORNIA ROAD 1.0 MILES NORTHEASTDo s /tee \ / / Accepted By. Date: Inspector ON RANCHO CAUFORNIA ROAD TO THE INTER- C 75822 Y--d�-�'\G Date: ` ` • /g P ICK THOMA , SECTION OF RANCHO CAUFORNIA AND MORAGA Vertical * P O6_30-1B * BRYAN-D. SMITH DI CTDR OF PUBLIC WORKS/CITY ENGINEER PA17-0626 -COSTCO GAS STATION EXPANSION OF 7 SHEETS ROAD: 0.2 MILES NORR1 ON MORAGA ROAD TO G} 3 TM 3334- PARCELS A & D- L.L A. N0. PA 99-0424 Date Completed NE TEMECULA UNION SCHOOL: 1 FOOT EAST OF C � 75822 06-30-2018 R.C.E. No. 44223 TITLE SHEET R.C.E. No. Expires: C- SPECIAL NOTES GENERAL NOTES GRADING NOTES (CONTINUED) PAVING NOTES (CONTINUED) EROSION & SEDIMENT CONTROL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE 1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 4, FI 9. PAVING MATERIALS. L FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY TYPE OF CONTRACTOR BY THE ENGINEER OF WORK. THE CTFY ENGINEER'S SIGNATURE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC o.MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED a,AC MATERIALS. PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE CIPYS BY THE CITY ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF PER PROJECT SPECIFICATIONS. CONCRETE-LINED V-DITCHES, STORM DRAINS, FLOW-UNES, INLETS, OUTLETS, ETC.). ALL NON-PERMITTED THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 95% RELATIVE 10. THE MINIMUM AC THICKNESS IS 0.33 FOCI (4 INCHES). DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. COMPACTION OUT TO THE FINISH SURFACE. 11. THE MAXIMUM AC LIFT IS 0.33 FOOT (4 INCHES). 1. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): b.F1LL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND NOTE: °SHOVING° IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT HAVE COURSE/FINE 2.BEST MANAGEMENT PRACTICES (BMP'S). YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL REPORT TO COSTC0 WHOLESALE (4251313-8100 DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP HANDBOOKS THE ENGINEER OR CITY INSPECTOR ANY DISCREPANCIES BETWEEN FIELD (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24-HR PHONE NUMBER) THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHICULAR CAN BE DOWNLOADED AT WWW.CABMPFIANDBOOKS.COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT MEASUREMENTS AND THE PLANS. BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES THE RIGHT TO (%%XD%XX-XXXX c.STABIU`rY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY 2. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24-HR PHONE NUMBER) TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL REQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT PROVIDE HIGH SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF STABILITY (I.E..MO ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE UNDERGROUND UTIUTIES. THE EXISTENCE AND LOCATION OF ANY ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 PARTICLES WITH A ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WITH THE THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTMTIES, AND ON ALL UNDERGROUND UTIUTY PIPES OR STRUCTURES SHOWN ON THESE PLANS 3. LICENSE/PERMIT REQUIREMENT. FEET IN VERTICAL HEIGHT. WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST a.PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM d.ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL GREENBOOK AND/OR CALTRANS SPECIFICATIONS. EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT THE CITY. ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF a.BASE MATERIALS. RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. AS SHOWN ON THESE PLANS. b. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND a.STOCKPIUNG OF SNIPS ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS PROPERLY PLACED. CURRENT CITY STANDARDS. THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON 3. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, 5. DRAINAGE• BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTIONS 200-2.2 CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT a,AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 1GO-YEAR AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS AVAILABLE TO PROTECT THE SITE. SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE REUEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED REQUIRE CAB. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO b.PORTIAND CONCRETE CEMENT, ALL PCC USED SHALL BE IN CONFORMANCE TO 3.EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR CONSTRUCTION. GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. THE GREENBOOK. 4. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. MODIFIED YEAR-ROUND THROUGHOUT THE SITE V PROTECT PERIMETERS, ADJACENT PROPERTIES, UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL b.EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO 10. MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE DESIGN(S) FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN LOCATION OF NEW WORK. IS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE PERMITTED. SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL THEIR PLACE. HOURS OF 6:30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY c.TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK o.EROSION CONTROLS, EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT UNITED TO APPLYING AND 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO REQUIREMENTS. ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING AM AND 6:30 PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. 11. STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL d.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST TENTATIVE (I.E., THEY'RE USED FOR BONE•ING PURPOSES). THE FINAL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE 6. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL e.DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER COORDINATE HIS WORK WFfHI CHILLED WATER PIPING AND AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED BUILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. REVIEWED AND APPROVED BY THE CITY ENGINEER. SAID DESIGN SHALL ADHERE MATRIX PRODUCT APPLIED TO A RATE OF 10 GA ACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT APPURTENANCES. CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY, SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY TELEPHONE 232-4252, EXT. 1658. FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE ONE-HALF PERCENT (0.5%). DESIGN MANUAL AND SHALL UTILIZE THE "R" VALUE METHOD (I.E., "R" VALUE APPLICATION RATES FOR SLOPES LESS THAN 4:1. OR GRADING. TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 b.SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTNG BASINS, 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL SLOPES, 7 CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED 6. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 3/.' GRAVEL), STREETS, UTILITIES AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH T THERE IS ANY QUESTION REGARDING THESE PLANS OR TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT THESE PLANS. IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AS DIRECTED BY THE CITY ENGINEER. ENGINEER. INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION AND CONSTRUCTION MANUAL. STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY BEFORE TIDING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 7. T NPERMIT. INSPECTIONS SHALL 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION 554-ROTE. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS S. PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE BE REQUESTED VIA THE PUBLIC WORKS INSPECTION UNE AT (951) 308-6395. REPORTS BY A SOILS ENGINEER, CERTIFYING 95% COMPACTION OF SUB-GRADE OR BACK OF CURBS. TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION. DURING SUBMIT THE FOLLOWING: AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. -COMPACTION AND SILTATION THAT RESULTS FROM HIS OPERATIONS APPROPRIATE CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE a.TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A TEST OBSERVATION OF SUB-GRADE AND SASE GRADE MATERIALS SHALL BE 4.STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MEANS (GRAVEL UNTIL, HAY BALES, TEMPORARY DESALTINNG BASIN, DIKES, SHALL BE AT THE JOB SITE AT ALL TIMES. STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING COORDINATED TO INCLUDE THE SOILS ENGINEER AND THE PUBUC WORKS MORE OF SOLI. THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE SHORING, ETC., UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND PLAN. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION OF INSPECTOR. DISCHARGE IDENTIFICATION (WORD) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED -STORM ACCEPTED FORR MAINTENANCE BY WHATEVER OWNER, AGENCY 9, IDILRIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A CUT/FILL LA SLOPES. WATER POLLUTION PREVENTION PLAN' (SWPPP DEVELOPER SHALL ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.NANCE. REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, b.TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS 13. PAVING INSPECTIONS. ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THEDURATION OF PRIOR TO NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES REPO T 8. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER REPORT) 0 INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH OR OTHERS AND THOSE SHOWN ON THE RECORD EXAMINED ARE WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED ELATING THE PERFORMANCE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. a.BASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMPLETION (PRIOR PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE TO PLACEMENT OF BASE) IS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. WWW.WATERBOARDS.CA.GOV/WATER ISSUES/PROGRAMS/STORMWATER/CONSTRUCTION. BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS 8. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING b.PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE PURSUANT THERETO, AGREES TO ASSUME LIABILITY LTI TO HOLD AND CONSTRUCTION MANUAL. UNDER-SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE 10. SURF(. R SHALL BE THE RESPONSIBILITY STREET THE CONTRACTOR TO NOTIFY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BALE GRADE 5.PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES, REPORTED TO ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS, H y POST GRADING ACTIVITIES POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT COMPLETION; AND (2) DURING PLACEMENT OF AC. REQUIRED BY RIVERSIDE COUNTY ORDINANCE CO LETI CENTERLINE TIES SHALL CLEARING SHALL BE LIMITED TO AREAL THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF THE UNDERSIGNED, THAT ARE NOT INDICATED TA THE PUBLIC RECORDS BE LIMITED INA INSTALLINGTHERE WHERE APPLICABLE: GH THE OVER, TREES, SHRUBS c.CRUDYA)a ALL ONSITE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY WITH BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN MEASURES S THE CONTRACTOR U REQUIRED T TAKE DUE PRECAUTIONARY OR A COMBINATION THEREOF INSPECTION. ACCORDANCE WITH THE TEST IN MUNICIPAL BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUNENTATION (DISTURBED OR THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE INSPECTED AND INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY CODE Pft10R TO FINAL PERMANENT IRRIGATION OVER FOUR FEET IN VERTICAL OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE DESTROYED DURING CONSTRUCTION) ORS ACT REPLACED TO CITY STANDARDS IN HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW CLEARED BY THE CITY ENGINEER PRIOR 10 PAVING. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY PREVENTION DEVICES PER THE U.P.C. &CONSTRUCTION ACCESS POINTS, CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR CODE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY 14. UTILITIES, ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY O�� CONSTRUCTION NOTES. REFER L" SEPARATE NOTES FOR "PAVING." "GENERAL" PRIOR TO PAVING. DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES EXITS, ETC. SHALL ALSO BE PROTECTED WITH PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 11. DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AND EROSION AND SEDIMENT CONTROL" REQUIREMENTS. / ) AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WRH SOUTH COAST 15. TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONFORM TO CITY AND ROCK TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED SOILS REPORT NOTES AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403. PAVING NOTES ENGINEERING STANDARDS. REFER TO Citt STANDARD NO. 407 'TRENCH/POTHOLE ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART I. STANDARDS ALL WORK AND MATERIALS (I.E., ASPHALT CONCRETE (AC) PAVEMENT, REPAIR' FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL PROXIMITY AND PARALLEL TO GUTTER UNES RESULT IN LEAVING PAVEMENT APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. OF THESE CONSTRUCTION DOCUMENTS: NO: PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, ETC.) SHALL CONFORM TO STRIPS IN DISTRESS OR LESS THAN TWO FEET IN WIDTH BETWEEN THE TRENCH INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CRY ENGINEER FOR PUBLIC SAFETY. THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E., AND GUTTER UNE), SAID PAVEMENT STRIPS SHALL BE REMOVED AND REPAVED, SOIL INVESTIGATION UPDATED REPORT OF GEOTECHNICAL INVESTIGATION GREENBOOK LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY 7.DESILTING BASINS. DESALTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASOA'S DATED: NOVEMBER 25, 2014 MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ) AT THE DISCRETION LT THE CITY ENGINEER. IC TACK COAT SHALL M APPLIED TO AND ENGINEERING STANDARDS AND REQUIREMENTS. JOIN EXISTING ASPHALT CONCRETE AND VERTICAL SURFACES IN COMPLIANCE WITH CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE AS PERFORMED BY: KLEINFELDER 13. INSPECTIONS. ALL WORK PERFORMED .WITHOUT PROPER INSPECTION FROM THE THE GREENBOOK. INDICATING 'PONDED WATER - DO NOT ENTER; OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. 2 ADA, SUITE 250 CITY MAY BE SUBJECT TO REJECTION. 2.PERMIT REQUIREMENTS, A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE IRVINE, CA 92618 OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A 16. PARKING LOT GRADE. THE MINIMUM AC 02 CONCRETE PAVEMENT GRADE SHALL B,MAIERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GRADING; CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC BE ONE PERCENT (1%). TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT "EROSION AND SEDIMENT CONTROL," "PAVING" AND "TRAFFIC" REQUIREMENTS, IF IMPROVEMENTS) SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE OBSERVED AND APPLICABLE. ENCROACHMENT PERMIT MAY BE REQUIRED. 17. GUTTER LIP. A 3/8 INCH UP SHALL BE LACED ADJACENT TO CONCRETE FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED COMPLIED WITH DURING THE ALL PHASES OF THE SITE PREPARATION, - GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING STANDARDS. REFER TO GRADING OPERATIONS, FOUNDATION SLAB, AND PAVING CONSTRUCTION. GRADING NOTES &SOIL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE STANDARD NO. 200. AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACOVITIES I.E., STOCKPILING, GRADE SURFACES PRIOR TO PAVING. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH N ( 18. AROUNDALL PAVING AROUND g,CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL PLACED IN WATER-TIGHT INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, O O WITH R WHICH REQUIRE LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN 4.PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BALE WHEN THE 845E MANHOLES, UTILITY VALVE COVERS, ETC. SHALL BE IN ACCORDANCE WITH THE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF ACCORDANCE WITH CHAPTER 18 OF THE CRY OF TEMECULA MUNICIPAL CODE, THE IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR FUSCOE ENGINEERING, INC. ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER ENGINEERING STANDARDS. REFER M CITY' STANDARD NO. 503 "PAVING DETAIL CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE UNED WITH PLASTIC AND LOCATED EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE AND APPROVED BY THE CITY ENGINEER. AROUND MANHOLE.° AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS AND 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO STATE WATER RESOURCES CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE WASH-OUTS SRALL BE COVERED WITH LIDS OR PLASTIC TARPS. OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD ELIMINATION SYSTEM (NUDGES) GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. S.TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF 19. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING (I.E., USING A 10.STORM PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT CONDITIONS AS WORK PROCEEDS. THE SOIL ENGINEER SHALL SUBMIT FIELD STREETS INTO THE CfTY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED SELF-PROPELLED SPREADING/FINISHING MACHINE) AND ROWING AC SHALL BE IN DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE 1. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), AS DIRECTED BY THE ACCORDANCE WITH THE GREENBOOK. SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL BE 100% SLOPE PROTECTION IN PLACE x EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION COMMENCEMENT OF ANY WORK ON THE SITE. CITY ENGINEER. THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT LEAST 3 TIMES PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. E OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO OR AS DIRECTED BY THE CITY ENGINEER. 20. ACCEPTANCE OF PRODUCT. TILE CONTRACTOR SHALL REPAIR ANY DEFECTIVE THE SATISFACTION OF THE ENGINEER. 2. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS SURFACING DUE TO GRADE SETTLEMENT OF FILLS, TRENCH FILLS OR BASE INSPECTION LINE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF 6.FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT 'BIRDBATHS' OR 11.PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WRIH THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT DEVIATIONS GREATER THAN 1/8 INCH IN SIX FEEF SHALL BE ACCEPTED, GRAVEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. m RECOMMENDED WITHIN THE SOILS REPORT. AS A MINIMUM, THIS INCLUDES SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. YD. THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER. 3. $OIL$. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE 21. PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY STATE STANDARD SPECIFICATIONS. STRUCTURES, CURB AND GUTTERS, SIDEWALKS, LANDSCAPING, CATCH BASIN 12.MMNTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND BROW-DITCHES, TERRACE DRAINS, B A. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH NEW PAVEMENT KLEINFELDER. DATED NOVEMBER 25, 2014. SAID REPORT SHALL BE CONSIDERED RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY ) 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS A PART OF THIS GRADING PLAN. TTACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND PAVING OPERATIONS AND ASPHALT SPRAY; (B) PROTECT COMPLETED WORK; ALL FENCES AND DESILTNG BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, _ WITHIN BID PROPOSAL VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, IF VEHICULAR TRAFFIC (I.E., MOVING OR STATIONARY LOADS) SHALL BE KEPT OFF MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR-ROUND. IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW NEWLY PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOLED DOWN GREENBOOKING IONIC EMULSIFIED ASPHALT TYPE SS-1H' CONFORMING TO THE ADEQUATELY; (C) CLEAN THE SITE (I.E.. REMOVE LOOSE PAVEMENT AND 13.OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER AGGREGATE, CLEAN OUT ALL MANHOLE PIS, ENSURE FREE OPERATION OF CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY 8. RTIFICATION CTIN . ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL ENGINEER. A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN FROM WORK AREA, ETC.). ACCORDANCE WITH THE CN QUALITY ASSURANCE PROGRAM (OAP) AND/OR AS 2P OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," GRADING DIRECTED BY THE CITY ENGINEER. "GRADING,- AND "EROSION AND SEDIMENT CONTROL" REQUIREMENTS. / LD18-0726 BUILDING AND SAFETY REVIEWED FOR COMPLIAN WITH TIRE 24 DISABLED AC LAN BIL17Y ON Y APPROVED BY.' 7 CONSTRUCTION RECORD DATE BY REVISIONS TACC'DDATE BENCH MART( SSI q�, DBE BY DRAWN BY CHECKED BY (� . T-30-81 EL= 1083J25 'K Recommended By. Date: -Y�/8 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/2 BRASS DUSK IN CONC. FLAGPOLE BASE HOHZOntal p� SYi e y -', i These Plans Were Prepared Under the Supervision of: '2 - - - FROM THE OF INTERSECTION OF 0 MIL STREET EAS a; /L / Ca Inspector RANCHO RANCHO CASINO ROAD M MILES NORTHER w� m i � r(p�TA��^� Accepted By. Date: P ON RANCHO RANCHO ROAD TO TIE INTER- rc C ]5822 a �T�YA Date: 6. 6 L8 P ICK h10N P. + SECTION OF RANCHO CAOFN AC AND OM TO Vertical * P O6_YF18 * BRYAN D. SMITH DIM' OF PUBDC MU5(S/CITY ENGINEER PAT]-U626- COBTCO GAB STATION EXPANSION OF 7 SHEETS 3 Date Completed ROAD; 0.2 MILES NORTH ON MORAGA ROAD 10 St CIVN 3 THE TEMEC LA UNION SCHOOL; 1 FOOT EAST OF 'VLF f� 44223 TM 3334-PARCELS A& D- L.L.A. NO. PA 99-TARN THE HAGPOLE OF CAS R.C.E. No. 75822 Expires: 06-30-2018 R.C.E. No. NOTES C- 2 l % � w REMOVAL NOTES ❑1 REMOVE EXISTING ASPHALT AND BASE REMOVE EXISTING STRIPING BY SANDBLASTING OR GRINDING J �ro�l Q/A REMOVE EXISTING CURB " rZ7,1 REMOVE EXISTING CONTROLLER ENCLOSURE 7 ' ' ° n �•� , REMOVE/RELOCATE EXISTING LIGHT POLE r J` (r © CLEAR AND GRUB EXISTING VEGETATION ❑7 PROTECT IN PLACE EXISTING FIRE HYDRANT A /JL/ d /'� C \ \ \ \ w �O�//..�../ *».,;��-- � ❑B REMOVE EXISTING GUTTER /f / �� �. 3 o y� �9 l �,w \ \ .w _ w . EXISTING FUEL ISLAND TO REMAIN. PROTECT IN PLACE 1 AO '�� ♦ ~" \\` '^ i i ---��- 10 REMOVE EXISTING CONCRETE REMOVE EXISTING FUEL SLAB SECTIONS AROUND FUEL ISLANDS / iJ / ///jr ✓ \ t .tea '% �\ "`«,� V '�- 1© EXISTING CURB TO REMAIN REMOVE EXISTING CONCRETE GUTTER LIMIT OF WORK REMOVE EXISTING MOW CURB PROTECT EXISTING UTILITY IN PLACE `\ d _ `� r REMOVE EXISTING SIGN �, /�'� / / // // f# \�•/ / J Td �f i 2 w \ ��� \ 3 �� =®� 10 EXISTING TRANSFORMER TO REMAIN J//�, t �d \\ n iw EXISTING STORM DRAIN TO BE REMOVED l IX GAS STATION ' i ��� ' 2 / -- o7;M1 1® ELECTRICAL FEED TO BE RELOCATED PER ELECTRICAL PLANS 00e� '�' yo / �' (\ / / I� / ® REMOVE EXISTING OIL WATER SEPARATOR ' 1 / d ° _ 4000 / 13 d a Id 3 / / ,` w — " 21 REMOVE EXISTING TRENCH DRAIN 'Yq. / / / � ^.T \�� 1 f / / / REMAIN. ROTECSN PLACE./ EX. EMERGENCYSWITCH AND BOLLARDS TO � ,,% i / . 9 d d / j//6pf � / / {- u ? g / \ \J� / A w w _ ® PLANS NG TREES TO BE REMOVED/RELOCATED PER LANDSCAPE Y / / // ///. / X721 / - — ® EXISTING STRIPING TO BE REMOVED PER ARCHITECT PLANS e / /a•�/I� f 14 - - •Y�,.. cJ_. l //. (�� ��� - I t 7 w UMIT.6FEXISTING EASEMENT NOTES j / � I PUBLIC WATER EASEMENT TO RANCHO CALIFORNIA WATER GTE DISTRICT EASEMENT C �4//`� (2 TRAFFIC SIGNAL EASEMENT TO CITY OF TEMECULA L( � 3 6 11 LOT / _ s © STORM DRAIN EASEMENT TO Cltt OF TEMECULA / / / / / / � /� \\ � � \/ 3 I , r O SIDEWALK & LANDSCAPE EASEMENT TO CITY OF \ r T / �`_ 16 / / % / t2 1e 1� Off LIMIT Mlr of WORK r—/ ,Ilk /j / C �. \t 9 _ / art 1a s / /Pp �// / A 19 i------ 6 I 3 , \ �� \` I 5 o/ / / - -- -- - -- -- ---- --- - --- - - - - - - - in 40 / PARCEL A I 'i w PARCEL D \ / LLA NO. 99-0424 LIMIT OF WORK LLA N0.99-0424 \ �/ 6 L , STOP - \\�\ $ I 3 --1 I I ! I i I- SCALE: 1 " = 201 LD18-0726 BUILDING AND SAFETY DISABLE OA OR COANDANCCE'S� BILITY ONLY, R I -0 BATE I i Y i I 1 '� _ A o o- APPROVED BY s CONSTRUCTION ffi( D DATE I BY I FEVI90NS ACC'Dj DATE I BENCH MARK q DBE BY DRANK BY CHECKED BY �gFE85I -y Recommended B �e CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS T-30-81 ELF 1083.]25 D Y Date: Contractor 2-1/2 BRASS DISK IN LONG RAGPDD_ BAY. Horizontal - y > These Plans Were Prepared Under the Supervision of: fANC THE INTFRYCRON OF FRONT STREETORT AND a " P RANCHO CO A R AD TO R N N TNEAB w m x Accepted By. Date: d d� =' Inspector ON RANCOF RNCHOCALIFORNIA ROAD TO AND INTER- C ]SB22 s 1C ]-. 1� Date: 4 6•16 SECTION OF RANCHO CALIFORNIA AND MgtAGA VeftIO01 * * PAIRICK iHOM ' ' . 06-3O-1B BRYAN D. SMITH gRECIOR of PIBUC WOPo(S/qtt ENGINEER TM 333428-COSLS GAS STATION EXPANSION 99- 42 OF 7 SHEETS ROAD: 0.2 MILES NORTH ON L, 1 FOOT ROAD TO 3' Date Completed THE TEMEg1LA UNION SgI00L; t FWT FIST of 9�. CfY�I. 44223 _ TM 3334-PARCELB A B D-L.L.A. NO. PA 99-0424 THE RAGPOIE. C""' 19 R.C.E. No. 75B22 Expires: 06-30-2016 R.C.E. No. REMOVAL PLAN (',- 3 It \ \ \ � \ \ \ 1059.22FS �� 1059.22F8 1 / a/1 ,.� / � \ \ \ �` \ \ \ 1059.21 FG \ / \ MATCH BE IX. \ \ \ 1059: G ` { ! , /I //' / / / �°` 2 \� 4 .70TG T-I��I I-I I I I-i MATC EX. \\\ ©1056.701E 1.0% 3:1 V AuaH EX.. \ \ \ 1059.15F5 MATCH IX. n� \ MATC IX. ,! °'!� / � / P 1 � w V �► o \ \ � � \ $2� ` °r` „+. (1059.44FG - _ J \ O _ I// '' / P' 06,0 MATCX �„tiy"' i \ \ .ed`\� 9 1 I 3 ` , /� / � / MA J 4 t: 4 `1 06 \ 1 %2� •r.�,. 1059.48FG g 059.38FF 1059.38FF 3 I // / / // / 3• w J A1AT IX� 106 . J P j �`� " \ \ \ \ a '�°' `.., \ MATCH t f 1 700 f \ '•,, � 1 P jr 6 . 10 / / ATCH J 1 MATCH EX. 8 KI _ 4.3X� LEG � ® / /,// . 1 r J J J ! PJ P o + o / l�.a/qP-- )/ �EE6 O�6% 10 10 5TC . . 1 5¢. 5/F� 4 'Gp ATCH f / W w M, '105873. 3O .76F8 1058.79F8 105886 1058.89F5: / / P(SFORMER 0 F9 j J MATCH IX. TC - 6° CURB _ 0' CURB _ 5:5 CUB _ 5 5 CURB _ _ _ _ FJ _ _ 741 .I, MATCH EX. 7 9 1058.E - - - y w j ' DETAIL - CONTROLLER ENCLOSURE ROOM / ✓ MATC" IX. a 4 P y_ ITC sEx 061.12 / - _ o � ' a sd � MATCH E 19 SCALE: 1 "=5' 1g a P 1 Q 1 5 . SIE O CONSTRUCTION NOTES � ,� / !� ,/� ,r 1 �as5nol�� LIP � / fo�xt �10jb soT1 O , �o � dr ��, 1 MA ` HIX. � ��1� Q1 6" CURB PER DETAIL S' ON SHEET 5 v Q 6" CURB AND GUTTER PER DETAIL 'A' ON SHEET 5 O 3 AC PAVING AND BASE PER DETAIL 'D' ON SHEEP 5. 4" AC OVER 6" CLASS II BASE FOR LIGHT-DUTY PAVEMENT AND 6,5° AC OVER 6.5" I l Ir r ! y�/ / �l�j r 3 1054.501 � 5J 11 12 Y D ! LOT O _ CLASS II BASE (OPTION 1) OR 5" AC OVER 12" CLASS II BASE / 1 1 I / `S� (OPTION 2) FOR HEAVY-DUTY PAVEMENT // I / �! ! / 105876TC_ . b 1054411EO O4 CONCRETE SLAB PER ARCHITECTURAL PLANS IJ" f i ! J 1058 26F5 e'-TEE 1o59 IDLE 10 / 19 t 8 45'WYE 7 '" 7055.fi51E 1054.801E 1061.03TC 6 I ; 50 3' RIBBON GUTTER PER DETAIL 'C' ON SHEET 5 ! / / / 1054.061E \A 1054.191E l ;" pp J / y /, / 11055.061E 1059.4 LIP 'N 1y 10 0 @0.4 1060.5 SF So. O6 EXISTING STORM DRAIN TO REMAIN, PROTECT IN PLACE 1 $0 // / q / ^/ 1p58.56TC ✓ \ �-- =m 1058.a6FL 1055.131E ✓ !; I 105803TC 109.91 FS M . - +y F� Q7 STORM DRAIN CLEANOUT PER RSD SC-07, RIM TO READ "STORM /� I / / / 1057.53FL1058.06 JY 4�IPVC°STORM DRAIN. SLOPE AT 2.0% MIN. II II ! �I�/ \° 16 L / -i T... 5 _- ,054561E 14 1055.451EP �/ ill , ' E' ROUTE SD 11 12 / ^ r ' III 9 A&CH EX IE T8 - 16 O 8 x 6 ECCENTRIC REDUCER V✓/ / I�I I \ 3401E. // . ' O58 7 10 g.62T q 2 705886TC o 106072LIPi 1060.1E ;� - 10 � .` T.rC / / \ 213 7 ` r ` 105757FI 21 I 1 31 105836FL a Oj 106p 76RIM FUEL DISPENSER ISLAND & APPURTENANCES PER ARCHITECTURAL 1' / I . / x� 15 t- ,D 8i _ PLANS o - - E - 1055.801E 1060.24LIP CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY ELEVATION, /f \ \ \ 1 I 1 \ 1057.23 C / r \ 1g -_ 2 1058.epF5 dv HP / 1060. TIC ! DEPTH AND LOCATION PRIOR TO STARTING CONSTRUCTION \ 1 I 1056.73F5) 14 1 of /` 105992F5/ 1 Q CONNECT TO EXISTING PRIVATE STORM DRAIN /� I� \ \I 1 / T 10 0 1 21 1 40TC (/ 1053 aalE j ,057 IS Ito ze t0 40FS I 15 iofio.l oFs ! / Q FLOW THROUGH PLANTER PER DETAIL 'H' ON SHEET 5 __ 14 PRE-CAST CATCH BASIN PER DETAIL 'F' ON SHEET 5 1 I \�\ 1 \\ \ /j/ ,44TC\\- -r�/� /10 7.04F5 105878TCS 1 10058.73F5 - -� 19 1059.14---� Q AREA LIGHT PER ELECTRICAL PLANS , \ / \� \ \ 17 / \ 1056.94F5 21 19 l V N MATCH IX. \ \\ \ \ / MATCH IX. / ® CURB OPENING DEPRESSION PER DETAIL 'E' ON SHEET 5 PARCEL D \ � PRIVATE STORM DRAIN IMPROVEMENT DATA TABLE 0 TRENCH RE-SURFACING PER CITY OF TEMECULA STANDARD DWG. LLA N0. 99-042 \ . No. LENGTH DIRECTION/DELTA REMARKS NO. 407 \ \ 1Q 101.41' N56'43'22"E 8" PVC, S = 0.50% ® PROPOSED OIL WATER SEPARATOR PER DETAIL 'I' ON SHEET 5 Og SAWCUT AND REMOVE EXISTING HARDSCAPE, GRIND AND OVERLAY 3' // / T \ \ ,1---�' 1 ! I \ / p RCEL 66.24' N56643'22"E 8' PVC, S = 1.00% AT SAWCUT LINE (TYPICAL) PER DETAIL V ON SHEET 5 / 053. I I 11 1 i 7 ! ! Y ! III ! ! ! i LLF\ 0. 99- 4 30 13.08' N56'43'27E B" PVC, S = 1.00% ® CONTROLLER ENCLOSURE ROOM. SEE BLOW-UP DETAIL THIS SHEET \(1053 Ir�T� ! / __ ® SPILLWAY CURB & GUTTER. SLOPE GUTTER 2% MIN. TOWARD \�\� , ® 21.33' N56'43'22°E 6° PVC, S = 1.00% \ � \ I 1 IIIIII ! II 1 lY\ ! ASPHALT PAVEMENT �\ \ ' 1 1 ! III ( Q ® INSTALL NEW SHUT OFF VALVE IMMEDIATELY DOWNSTREAM OF \ \\ \ \\` \ \ ! / 5 125.85' N61'46'38°W 6" PVC, S = 1.00% e V� V A. � A 1 b 1 III I 1 \ . OIL ATER SEPARATOR. 6 INCH BALL VALVE IN C.I. VALVE BOX \ \ \\ g I III l ! 1 I / © 7.91' N33-16'38"W 6" PVC, S = 0.50% FLU WITH GRADE. VALVE TO BE EQUIPPED WITH WHEEL/KEY FOR \ \ A� EASY OPEN-SHUT OPERATION. VALVE BOX SHALL HAVE HINGED \ / \ \\ $\ l \ ® 7Q 51.67' N33'16'38°W 6° PVC, S = 0.72% m EASY OPEN LID. BOX AND LID TO BE H-20 RATED. \\ \\,\\\\ /03s / ~° BQ 17.20' N11'43'22°E 6" PVC, S = 2.00% 3 ® GRADED SWALE SLOPED AT 1.0% MIN. \ \\1 \ o / y 8 ® 9"1 ATRIUM GRATE NDS #981 OR APPROVED EQUAL \\ , \ \\ l \\ \ �-I Q 9.91' N39'34'11"E 6° PVC, S = 2.00% 30.28' N61'46'29V 6" PVC, S = 1.00% EXISTING EASEMENT NOTES VA �v �I 11 25.70' N11043'22"E 6" PVC, S 3.10% PUBLIC WATER EASEMENT TO RANCHO CALIFORNIA WATER \ \ \\ \ ! ! I / - DISTRICT \\ \ \ \\\ \ ! i ! I © 60.19' N28'13'36°E 60 PVC, S = 3.10% 3 GTE TELEPHONE EASEMENT \ VA \ ! ! 2.24' N1646'34'W 6" WC, S = 3.10% 07 TRAFFIC SIGNAL EASEMENT TO CITY OF TEMECULA \ \_ \� \\\\\ I h-- 08 STORM DRAIN EASEMENT TO CITY OF TEMECULA \�\ \ o \\ a \ ! r G \ ` \\ I / I I 9 SIDEWALK & LANDSCAPE EASEMENT TO Cltt OF \ \ \ \ \\� I o \ I I '. 1 I i I I 1 I i I I O TEMECULA �\\ \ \\ i I f I LD18-0726 � SAFETYLDING AND 20� REWE40 FIOR COMPLANNCECNT7Fl TITLE 24 DISABLED A E55 AND C 81BILITY ONL.Y� SCALE: 1" = 20' Le%`Y $ APPROVID Bl^. Y M c;ON3TRUC7pN RECOFm pnr_ By REVISIONS ACCO DATE BENCH MAW DEBKiNED BY DRAWN BY CHECKED BY Ssl �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS _ rao-et Etr 1063.725 ,Q'�o 'Y Recommended By. Date: �� 'l Contractor 2-1/2 BRASS DISK IN CONIC. FLtI BASE. Horizontal C R� D s.( > i These Plans Were Prepared Under the Supervision of: _.... FROM THE INIERSECRON OF FRONT MEET AND Q; P P /e Inspector -- - - RANCHO CAUFORNIA ROAD 1.0 MILES NORTHEAST an 2 Accepted B$ Date: & ON RANCHO CAUFORNIA ROAD TO THE INTER- C ]SB22 R l! rRS. C-1) Date: b•6• 3 PA ICK THOMA5. -- - SECRON OF RANCHO CAUFORNIA AND MONACA Vertical * 06-30-18 * SR AN D. SMITH DIRECTOR OF PUIUC WORKS/CITY ENGINEER PA17-0626-COSTCO GAS STATION EXPANSION OF 7 SHEETS Date Completed __ _- ROAD; 0.2 MILES NORTH ON MORACA ROAD TO J`/. CM1. 3 TM 3334-PARCELS A& D-L.L.A. NO. PA 99-0424 P THE TEMEWLA UNION SCHOOL; 1 FOOT EAST OF 44223 -.- THE BIAGI OF CP11T0 R.C.E. No. 75822 Expires; 06-30-2018 R.C.E. No. a PRECISE GRADING PLAN C- 4 C&G PER TEMECULA CURB AND GUTTER CURB AND GUTTER, STANDARD DWG 200. MODIFY BEYOND DETAIL A/5 rc MIN. 2' DROP TO CURB OPENING PER BIO-RETENTION TO BE PINKED OVERFLOW STRUCTURE AS SHOWN 2° ..B. COBBLE DETAIL E/5 z AC PAVING 21 MIN B. BOUNDED, WASHED 6' PER LANDSCAPE ARCHITECT PLANS TOP OF GRATE LAN 1/4' 12 COBBLE PER PLAN = _ DEPRESS TOP OF t I 11 CURB AND FLOWUNE _ 00 =III 3" °. • ' 2° BLOW UP AT III 3.i 6 ' MIN 6 _ (DEEPENED CURB AND CURER _ s OPENING. GUTTER /'� 4 6 2!!!-6„ A 24' THICK LAYER OF I III FINISHED GRADE III PER DETAL A/5 `V-III -_-- I_ INLET ELEVATION (GIE) I1 i- CONNECT LINER 3' oLOAMY SAND TYPE SOIL -ELEVATION FG - I- I- - - 72'4' MI MINIMUM INFlLTRA ON RATE 24 ( } TO CURB PER DETAIL G 5 MATCH IX o ¢ -111- ; 6 III .--I / I�GRIND & w CONTINUOUS SECTION A-A =5"/HOUR, SEE NOTE 6 III- -SET LEVEL - (OVERLAY SAWCUT LINE _ MAINTAIN 6" BENCH NATIVE SOIL FOR y _ � 4 REBAR L1'-6" 1- °o°o°o o°o o III- SUPPORT OF ADJACENT CURB/PAVING IN DEEPENED CURB 'OFR m MIN' 4" DEEP 'BIRDSLYE' WASHED _ o°oo o0 00o M 1 EW AC PAVING TONE ON NOTES: ' N AND CONTINUE OVER 6' (CUR DEPRERSSI GUT ER PEA GRAVEL CHOKER PERMEABLE -III III= MIN =c (- o 1- I � i DOUBLES OF IMPERMEABLE LINER 00 ALL SIDES OF PLANTER. MIRAFI NT100 1. CURB AND GUTTER PER PER TEMECULA STANDARD DWG 200. MODIFY AS SHOWN M/ NOSE DOWN CUR CALTRANS CLASS 2 <` 2. FOR CURB AND GUTTER ADJACENT TO FLOW-THROUGH PLANTER, DEEPEN BOTTOM OF - BEND DOWN Y AT OPENING, OR EQUAL MIN 18° OVERLAP AT CURB 10" AS SHOWN. . . JOINTS. 3. ALL CURB AND GUTTER SHALL BE FOUNDED ON COMPACTED SUBGRADE TOP REBAR AT ELEVATION (GIE) -I11- \ \ OPENING PLAN VIEW 4" DIA. PERFORATED SUBDRMN EXTEND LINER 6' MIN BELOW BOTTOM EXISTING PAVEMENT \ SLOPED 0.5% MIN TO OUTLET SECTION TO REMAIN CURB AND GUTTER INSTALL CUTOFF WALL AT OUTLET OF ADJACENT GRAVEL AVER 5 NOT TO SCALE CONSTRUCTION NOTES 1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BSM. NOTE: TO BE USED AT ALL AC SAWCUT / EDGE CONDITIONS 2. BSM TO BE LOAMY SAND TYPE SOIL WITH INFILTRATION RATE OF 5 INCH. PER HOUR (MIN). �\ 3. COMPACT EACH 6" LIFT OF BSM WITH LANDSCAPE ROLLER OR BY LIGHTLY WETTING. IF �j1GRIND & OVERLAY CURB PER TEMECULA / t CURB OPENING DEPRESSION WETTING, ALLOW TO DRY OVERNIGHT BEFORE PLANTING. 6' STANDARD DWG 204A. MODIFY 5 NOT TO SCALE 5. KEEP OHEAVY M CHT WORK INERYIORErENTI OUTSIDE OBIORETENTIONN AREA IN REA L IM'� UNDER WET CONDITIONS. 5 NOT TO SCALE AS SHOWN 6. ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85% MINERAL COMPONENT- AND 15% ORGANIC COMPONENT, BY VOLUME, DRUM MIXED PRIOR TO PLACEMENT. THE MINERAL COMPONENT SHALL BE A CLASS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED Tf1 CAST IRON GALVANIZED GRATE IN TABLE 1. THE ORGANIC COMPONENT SHALL B3E NITROGEN STABRJZED CDMPOST, SUCH H-20 RATED, ADA COMPLIANT IN THAT NITROGEN DOES NOT LEACH FROM THE MEDIA THE CERTIFICATE OF CCMPLLANCE 'N ALL PAVED AREAS. OPENINGS SHALL BE MADE AVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THE > 1/0 MAX MEASURED IN SPECIFICATIONS. PA PST DO DIRECTION IAN TRAVELTABLE 1: MINERAL COMPONENT RANGE REQUIREMENTS % RANGE COMPONENT 3' _-"-' #4 BARS CONT. O O OQ�J� 70-20 SAND - TOP AND BOTTOM O O ti "� 15- SILT III, EI 11 s-10 a CLAY BIORETENTION PLANTER (FTP) NOT TO SCALE --- BROOKS BOX 0 � APPROVED EQUAL NOTES: DEPTH VARIE 1' WIDE CONCRETE 24" CAST IRON 1. FOR CURB ADJACENT TO BIORETEMION PLANTER, DEEPEN BOTTOM OF CURB /0' AS (18° MIN. APRON AROUND CATCH HERRINGBONE SHOWN. BASIN-THICKNESS AND PATTERN FRAME & COVER CONIC. PER DETAILS WITH GASKET \ BELOW, SEE NOTE 1 (GASTIGHT) STANDARD AS REQUIRED / B ` CURB RIM. ELEV PER PLAN (AT EXTRA COST) 5 NOT TO SCALE 6" THICK IN TRAFFIC AREAS , 40 THICK IN NON-TRAFFIC AREAS 2432-03 RISER-3". EXPANSION JOINT ( NPICAL) 1 1/2° C-REQ'D 2432-06 RISER-6° 6' GATE VALVE SMOOTH TROWELL FINISH AND SEALANT PER 24 3' ARCHITECT PLANS. "V i INLET INVERT OUTLET INV 1° 7 1 t • FUEL SLAB PAVING 1 PER ARCHITECT PLANS 6" 2" ELEV PER PLAN 4° OUTLET W/ 6' PVC 6" :q.' 6" INLET 20 4°z6" REDUCER CONCRET SANITARY TEE I ASE & APRON + PIPE SIZE AND OR ELBOW PER To 65fiICCME S 5 OF) 8' TYPE PER PLAN. 0 LOCAL CODE (4) #4 LONGITUDINAL ® 8" O.C. 6' AB )) #3 CROSS BARS ® 32" O.C. CONCRETE (560-C-3250) OTE 1. +- TEE/WYE (OR FLOW LINE ELEV. FL) 900 BED AT END OF LINE) PER PLAN RIBBON GUTTER SECTION X-X: TYPE 1 OUTLET (PVT) JENSEN PRECAST MODEL JP500EE-SO 5 NOT TO SCALE R" MORE THAN 36" BELOW TG SIDE VIEW NOTES: NO SCALE CUT AWE 1. CONCRETE OF PORTLAND CEMENT DESIGN ( Y) 4" INLET TO BE POURED AND VIBRATED TO DEVELOP A C SURFACE COURSE NOTE CONCRETE APRON T INSTALLED FOR CATCH BASINS IN FW20SCAFE OR PAVEMENT & OUTLET PIPE MINIMUM OF 3500 PSI AT 28 DAYS AND 7'-0' AND FIRINGS REINFORCED WITH #3 DEFORMED BARS AS PER AREAS ONLY. OUT IN LANDSCAPE AREAS. STANDARD STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS FROM MANUFACTURER AVAILABLE UPON PRECAST CATCH BASIN r - - - - r -� 2. EXCAVATION `�I NOT TO SCALE 2. EVER THAN AT BASE MUST BE TWO FEET :p,o -p o' 0 LARGER THAN UNIT SIZE. EXCAVATED BASE AGGREGATE BASE MUST BE LEVEL AND COMPACT. SIX INCHES OF O pOon� COURSE TO 95% ^� ROADBASE OR GRAVEL RECOMMENDED. %O p '. .�p �. .�p �. ',gyp . 4 TRIM LINER TO TOP EDGE OF FLAT BAR. I I 3. A MAXIMUM OF 24 GR-22 GRADE RING , -1 SILICONE SEAL TOP EDGE OF FLAT BAR. TOP OF RECOMMENDED. GREATER REQUIREMENTS LNER TO BE 3" BELOW SOIL LEVEL SHOULD INVOLVE AN INCREASE IN THE HEIGHT L - - - - J L J OF THE RISER SECTION TO FACILITATE SCARIFY AND RECOMPACT INSPECTION AND CLEANING. SUBGRADE PER GEOTECH 2" z 1/4' HIT ANCHOR (COVERSO&MEW REMOVED) 4. ALL ACCESS UDS IN TRAFFIC ARES TO BE REPORT 12" O.C. H-2C RATED. AC CLASS 2 AS PAVEMENT TYPE (INCHES) (INCHES) - 1/8° MIN ALUMINUM FLAT 5. LIQUID CAPACITY: 500 GALLONS. LIGHT-DUTY 4.0 6.0 ° BAR, 2" WIDTH " HEAVY DUTY OPT.1 6.5 6.0 OPT.2 5.0 12.0 OIL WATER SEPARATOR a NOTES: HOPE 5 NOT TO SCALE 1. CONTRACTOR TO CHOOSE ONE OF THE OPTIONS FOR HEAVY DUTY PAVEMENT LINER 2. PAVEMENT TOBE INSTALLED WITH TWO (2) LIFTS OF AC 3. SEAL COAT SHALL BE POLYMER SLURRY SEAL "SUPER DRIVE TUFF" AND SHALL BE APPLIED PER MANUFACTURER'S INSTRUCTIONS. - LD18-0726 BUILDING AND SAFETY G D TYPICAL AC PAVING LINER CONNECTION REVIEWED FOR GOMPLIAN MATH TITLE 24 5 NOT TO SCALE 5 NOT TO SCALE DISABLED A 55 A SSIBILITY��O"N APPROVED BY. v y CONSTAUCTKNJ RECORD DATE BY REVIBIONB ACC'D DATE BENCH MARK DF AID BY DRAYYN BY CHECKED BY FE55/q1,- ""' Recommended B 6'�//� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS T-30-81 EL= IOB3.726 "K Y Date: CODSfaCtOf FROM BRASS RISK TI CONIC. MT STREET BASE Hofiionta P� D $� (\ y > These Plans Were Prepared Under the Supervision of. wWLLT�A'd RANCHO THE INTERSECTION OF FRONT STREET EANDAS 0; a 5 Inspector RANCHO CALIFORNIAO ROAD L0 MITES NORTHEAST p m ? /� �. �.(` Accepted By. Date: « a` cr f ON RANCHO CALIFORNIA ROAD TO WE INTER- C ]SB22 �% Date: V PATft MWAS, .E. WC70N OF RANCHO CALIFORNIA AND MORAGA VeftiGG >fr up. 06-3(1I-18 * BRYAN D. SMITH DIRECTOR OF PLBUC WORNB/Qtt EN13111M PA17-0626 -COSTCO GAS STATION EXPANSION OF 7 SHEETS Date Completed ROAD; 0.2 MILES NORTH ON MORMA ROAR TO J). CIVh 3 TM 33M- PARCELS A& D- L.L.A. NO. PA 99-0424 THE TEMECULA UNION SCHOOL; 1 FOOT EAST OF 'YlF- 44223 WE FLAGPOLE. OF C R.C.E. No. 75822, Expires: 06-30-2018 R.C.E. No. DETAILS Cj� 5 \ \ CONST. NOTE QTY EROSION AND SEDIMENT CONTROL SYMBOL / \ ® 4 EA STORM DRAIN INLET PROTECTION PER SE-10 TYPE III / \ ® 1,300 LF WEIGHTED FIBER ROLL PER SE-5 ® 3 STREET SWEEPING AND SSV AREAS VACUUMING PER SE-7 �� � ® 1 EA CONSTRUCTION ENTRANCE � \ O FLOW DIRECTION CONTRACTOR TO MARK ON THIS PLAN THE FINAL LOCATION OF WM BMPS INCLUDING CSM, CWM, S / A. � c IA ETC If If If Fill SC r� ,i r. Y I SVY cosy �' ( , _ t _ co rq o c � y '/ • I / aJ I e / .,.� /II _ l / � w " " — / — , IfIf ri IL 1 . o�� / If _ - - _ - - - - ---__ — / L — / / I / K R V I �Iff I I ti.., T If c> �_ - If 1 �t 20' 01 10' 201 8 i LD18-0726 � --- � - j - - - -- BUILDING AND SAFETY REVIEWED FOR COMPLIAyyyCCCE W9T11 TTTLE 24 t�» DISABLED SS �CESSIBILITY ON yy APPROVED S K/ mmicc C0N8tFR1CT10N FCCDRD DATE BY REyIBIQNB ACC') DATE INCH MARK l� BY NM BY CHECKED BY FEssT DESC DRAWN !off/-/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor T-30-81 ELF IOB3.]25 0 `9! Recommended By. Date: 2-1/2 BRASS DISK IN CONIC. FTAGPQE BASE Horizontal pN sqj ,T y / These Plans Were Prepared Under the Supervision af: / ,r , FROM THE INTERSECTION OF FRONT STREET AND a, a 7 6 Inspector RANCHO CALIFORNIA ROAD 1.0 MILES NCRTIEAST w m p Accepted By. 3 Date: E -��- _ ON RANCHO CALIFORNIA ROAD TO THE INTER- C ]5822 Dote: O PATRICK THOMAS, P. . �-� ROAD;SECTION OF RANCHO CALIFORNIA AND ROAD TO Vertical * 0B_30-18 * BRYAN D. SMITH WRECTOR OF PIBLIC WORKS/Cr Y ENGINEER PA17-0626 - COSTCO GAS STATION EXPANSION OF 7 SHEETS Date Completed ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO �' CIVIC _q23 - TM 3334 - PARCELS A & D - L.L.A. NO. PA 99-0424 THE TEMECUTA UNION SCHOOL: 1 FOOT EAST OF S�, 44223 THE NAGPCU. OF GA R.C.E. No. 75822 Expires: 06-30-2018 RICE. No EROSION & SEDIMENT CONTROL PLAN C— 6 z CRUSHED AGGREGATE GREATER THAN 3" BURLAP SACKS TO 51i BUT SMALLER THAN 6" - - OVERLAP ONTO CURB H CORRUGATED STEEL PANELS rORIGINAL RUNOF F CURB _,L GRADE R FIBER FABRIC SPILLWAY GUTTER SECTION A-A CORRUGATED STEEL PANELS FILLED SANDBAGS a A A NOTE! STACKED TIGHTLY 30 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING o STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, a o ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. a 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A i - SPILLWAY FOR OVERFLOW. 24' MIN 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE - w 50' MIN TRAVELED WAY IMMEDIATELY. DETAIL: GRAVEL BAG CHEVRONS NOT TO SCALE DETAIL: STABILIZED CONSTRUCTION ENTRANCE/ EXIT NOT TO SCALE 2 2 DIRECTIONWROW2 & 3 — DIRECTION WEIGHTED FIBER ROLL IR FLOWFMOF FLOW (AMERICAN FIBER ROLLS OR APPROVED EQUAL) 6" MIN. SLOPE VEL BAGS VARIES i WIDE INLET OPENING: NOTE: 1 GRAVEL BAG HIGH —ALL PROVISIONS OF BMP DETAIL NOTE: 2 GRAVEL BAGS WIDE SE-10 TYPE III SHALL BE APPUED DETAIL: WEIGHTED FIBER ROLL ) CONTROL SHE RUNOFF OVER PAVED SURFACES BY NOT TO SCALE USING WEIGHTED FIBER ROLLS (FIBER ROLL WITH GRAVEL AND/OR ORGANIC MULCH INSIDE) FIT THE ROLL AGAINST THE PAVEMENT AND ANY CONCRETEETE OR EDGE, TO PREVENT GAPS. CURB DIRECTION DIRECTION OF FLOW OF FLOW x GRAVEL BAGS I I ROW 2 & 3 - 1 WIDE F� INLEr DPENING: q 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH N DETAIL: STORM DRAIN INLET PROTECTION e PER SE-10 TYPE Ir NOT TO SCALE g LD18-0726 BUILDING AND SAFETY 8 REVIEWED FOR COMPLIANCE TH RTLE 24 - DISABLED A SS AND S IBILITY O,NL�Y��V , APPROVED BY.- c W//HD CONBTRUC'TK)N RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK. ASS/ DESIGNED BY DRAWN BY CFECICED BY /p��/gj CITY OF TEMECULA DEPARTMENT OF PUBLJC WORKS �DA7� . T 30 81 EL- 1063.725 'Y Recommended By. Date: Contractor Horizontal �a S 2-1/2 BRASS DISK IN CO NC. FUGPOLE BASIL - Y+y These Plans Were Prepared Under the SUp¢rV13100 Of: 7 FROM THE INTERSECTo OF FRONT STREET AND - l �Z �9 Inspector RANCHO CAUFORNIA ROAD 1.0 MILES NORTHEAST m �. I Accepted By. Date: U ON RANCHOCALIFORNIA ROAO TO THE INTER- C ]E6Y2 Date: Pp CK iNOMpS, P.E. L/ SECTION OF RANCHO CAUFORNIA AND MCRAGA Vertical * UP W-3(F1B * BRYAN D. SMITH DIRECTOR? OF PUBLIC WD KS/CITY ENGINEER - PA17-ME .COSTCO GAS STATION EXPANSION OF 7 SHEETS Date Completed ROAD; 0.2 MILES JOIN ON AIORACA ROAD TO Crvh _�Li3 TM 3334- PARCELS A& D- L.L.A. NO. PA 99-0424 P THE TEMECULA UNION SCHOOL; 1 MDT EAST OF - 44223 THE FLAGPOLE CA R.C.E. No. 75B22 Expires: 06-30-2016 R.G.E. Na. EROSION & SEDIMENT CONTROL DETAILS Cm 7