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HomeMy WebLinkAboutTract Map 32436 Lot 2-4 Precise Grading GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND EROSION & SEDIMENT CONTROL NOTES '1' ract 14o32A4313 SUBSEQUENT AMENDMENTS. 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS. d !Ielwpo 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OFRECORD FROM THE YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), MUST BE 15 IR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. rq 'yor INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE 15 •Sp,Q�� cs INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE DURATION OF THE PROJECT FOR ALL LOTS 2 �- 4 --- MODELS IMPLEMENTING THE CHANGE IN THE FIELD. CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE cq� PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGESP 5 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY. FROM SUBCONTRACTORS. ,� ■ J P reci e r in n15 p� o, 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. 2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO PRIVATE OR PUBLIC ,�{ (q:STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, INLETS, OUTLETS, ETC.). ALL G► ,'� 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE NON--PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM PROJECP G d g P1T CONSTRUCTION SITE IS WITHIN ONE--QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. YEAR-ROUND. '° SITE AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURSliforni OF 7:00 A.M. AND 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF SOIL, THE SITE MUST BE in City of Temecula7 ---_ NATIONALLY RECOGNIZED HOLIDAYS. COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A STORM WATER POLLUTION �pP� 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT. THE SWPPP 5. REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER. THE SWPPP TEMPLATE CAN BE DOWNLOADED AT 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): WWW.CABMPHANDBOOKS.COM/CONSTRUCTION. LADIO KYTLICA RICHMOND AMERICAN HOMES 818 266-2656 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION WITHIN SEVEN (7) DAYS PRIOR TO ANY FORECASTED RAIN. VICINITY M A P LADIO KYTLICA RICHMOND AMERICAN HOME - THE DEVELOPER/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO �� 0.2437-1 TF? -3.243-1-1 NOT TO SCALE „ ,„ ...,,,....._._.. 6 2656 PROTECT THE SITE. S ,818 26.,.__.. _...._., (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) 5. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO R A C T BCU N 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF EROSION AND SEDIMENT CONTROLS ^„� 20 DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES IF APPLICABLE. SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS ' DESCRIBED IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL SHALL ALSO BE PROTECTED. 10. THE CONTRACTOR SHALL E RESPONSIBLE ''! ls;;i!€�`'�!!,€i`,!t, 5 8 2� ;tli!I I I!!'i!!M!i!;"�!;i;i!slis!(;, B FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING 1 j;;!!!!!!!j;jai;!;!;!!!!, ;!II!!;!I!III! 24 UTILITIES. 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND 28 29 . ,,,tl!I„;,;,,,,.!.!!;E,,;,,�!„!t!ti! i';t,....... .1;i,Ili,�=i�E;si�!!'t jvvj!t`!i;!i!!!!!!;!!!!!!!. !!!{g'!!!ij!!!!t!!!;!i!!!Via,;;";„ !!;; 9!;!i!!s.ilii!siii THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND I ! €i „!, !, �u�'�;; l ;';�li"`€I''!!," 1'€;';i€3!!!BI!!'i!;!!!!3`�II�RNI!€!�!;�`!i!�!!!'u;I�� i„t„!�!!;i!!!!!;!'!!s=I'�iI 3• r "!;I'�€;;'€!!!;;,,,,,,,,,s,,;R�,!,€,!;�;r. 't i;':, s, ,,,,,3,;i�i;!'Ii;l�s: 11. CONSTRUCTION FENCING: A SIX FOOT 6 CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AN li!l!!,!I'h!€ ilII' !t'! "� ( ) D COMMERCIAL PROJECTS UNTIL ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL IIt!€,€�€€I ;;;;'a:, 9 tjt!;;ui;;!!!;';;;;!;!Il;;;;.. ;;!s;,•:; 6 M, ROOF ,,,,€, ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCINGREQUIRED !'!;;;!i==s!=€'. DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE I N THEIR PLACE. , ,!i ! I p!i€!€€€n€,;€rC;!!t,!i€I Ij!l3 t{ i!i,a€{t'tt i!i i a t,!,,,,,,,!,!i,,,,,!i, 2 2 UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. ,,=,IIS,,;',';!Es{!"!,�{'!;t!!;€;;;!";!!! !it!; !!;'�i;; ; !.,!!'lil!;ii!;,!!,I t siiltl!ii�Illl�6�!II!li`��I!II i�t`I 7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING VEGETATIVE COVER 2 26 TO, r a;=1,I=i;y!;,. ': i'•;1' �,'Iul i�.I;l,!`,{,NE!!!'. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE WOOD MULCH STAPLED OR PINNED BLANKETS (STRAW COCONUT OR OTHER) PLASTIC SHEETING (MINIMUM 10-MIL) `i:_` Ilial!I!!!!ti!'€!,!i�€,,, 10 MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER 24 25 Cts 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 METHODS APPROVED BY THE CITY ENGINEER. LB/ACRE OR A STABIUZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY MAY APPROVE 19 C!� -� 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. 18 � THE OCCUPANCY RELEASE FORM. 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LITMITED TO, DESILTING BASINS, GRADED BERMS, FIBER ROLLS, 23 22 21 15 SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET 20 14 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTS MEASURED ALONG ON THE 11 NOTE: 17 NOTES. FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG 16 EROSION CONTROL MEASURES FROM ROUGH GRADING OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. 13 FOR TRACT 32436 (005-0,31GR), SHEET 4 OF 4. 16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. 15 9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB , 12 ' GRADING NOTES: GUTTERS, ETC.) STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING YWz RD BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS, AND 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND. 14 AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. �`- 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER--TIGHT BINS. WIRE MESH ••■!�... 2. ALL GRA IN RECEPTACLES WILL NOT BE ALLOWED. WASH---OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO, D G SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA AND OTHER UQUID WASTE SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALKS, GEOTECHNICAL DATED JULY 8, 2010. RIGHT-OF-WAYS AND FLOW--LINES, ETC. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS SHALL BE e LEGEND OF ABBREVIATIONS SYMBOLS COVERED WITH A LID OR PLASTIC TARP. -• � m� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. �``�� "" T.c. TDP OF CURB 100 - EXIST. CONTOUR 11. CONSTRUCTION ACCESS POINTS SHALL BE STABIUZED WITH A COMBINATION OF ROCK AND SHAKER PLATES .eIE�jI!�;!j'��Ii;l�lll�,ls!IIII,,�Ej'll!:, F.L. FLOWLINE ELEV. 100--, PROP. CONTOUR 4. STABILITY CALCULATIONS WITH AFACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 1.5 SHALL BE SUBMITTED TO THE LAND €, s��,!{!,_,!,!;ii;!!i;,;,,_�,,�€,;�,; YEAR-ROUND TO PREVENT TRACK--OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE !! !"€;I',u„s'� a�;IhIIIII'I'!I' LOTS INCLUDED T.G. TDP OF GRATE -- PROPERTY LINE DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY I!;ii:;!i,lE;,;,;;,"loulpih;'ii;'�=;'!I;; FEET (30') IN VERTICAL HEIGHT. AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK-OUT ONTO G.B. GRADE BREAK -- -�- -�- --- DAYLIGHT LINE INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED F.G. FINISH GRADE 2% SHEET FLOW RATE 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN R.G. ROUGH GRADE - �- �� CENTERLINE OF ALL GRADED SLOPES OVER THREE FEET (3) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. INDEX MAP F.S. FINISH SURFACE po'Q RUNOFF AWAY FROM THE TOP OF SLOPES. SWALE HIGH POINT 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET SCALE 1" = 150' INV. INVERT OF DRAIN . . . FLOWLINE 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF STORAGE PER ACRE OF DISTURBED SITE), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS SOILS ENGINEER'S CERTIFICATE: P. PAD ELEVATION _ _ _ Q� _ _ _ AREA DRAIN OF ANY CONSTRUCTION/GRADING ACTIVITY. PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. F F. FINISH FLOOR ELEV. TDP OF SLOPE 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER S elexl X14 r ouF.F. GARAGE FINISH FLOOR _ TOE OF SLOPE 13. STORM WATER RUNOFF SHALL NOT E IR � �/ I ENGINEER OF THE STATE OF CALIFORNIA COURSES SHALL BE PERMITTED. B DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. I, A REGISTERED CIVIL ENG NEE CALIFORNIA, B.V.C. BEGIN VERTICAL CURVE EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY THAT A RETAINING WALL 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE LANDSCAPING HAS BEEN ESTABLISHED. 100%%% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR E.V.C. END VERTICAL CURVE FIRE HYDRANT IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OF A CERTIFICATE OF OCCUPANCY. UNDER MY DIRECTION ON NOVEMBER 13, 2009. ONE COMPLETE COPY OF THE GEOTECHNICAL P.1. POINT OF INTERSECTION STREET LIGHT OPERATIONS. 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN E.P. EDGE OF PAVEMENTd ,� DEEPENED FOOTING AND POWDERS SHALL BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. T.W. TDP OF WALL ELEV. ooF `oN 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND WALL ELEV SIDEWALKS, RIGHT-OF-WAYS AND FLOW--LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF T.F. TOP OF FOOTING ELEV,WTDP OF RE OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5), THE TERRAIN MUST BE KEYED AND SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND CONFORM TO THE T.R.W. T. . BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. RECOMMENDATIONS MADE IN THE EOT CHNICAL ENGINEERING INVESTIGATION MENTIONED ABOVE. 0 WATER METER LOCATION 15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL-BAGS PLACED ON THE DOWN-HILL pRpFESSrpD.F. DEEPENED FOOTING 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER SOILS ENGINEER OR GEOLOGIST WHO SHALL .. -..��-- --' �- k� ��R L. LENGTH S SEWER LATERAL LOCATION- SID OF THE LINERS TO CONTAIN I '''.�- o �` E D SCHARGES. SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ) IN DEPTH SIGNED ' y DWY. DRIVEWAY (P= 1EXISTING PAD ELEVATION PER HAVE BEEN PROPERLY PLACED. 16. MPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING isPONDED WATER--DO NOT ENTER'' .. N.T.S. NOTTO SCALE 1 105.7/ PER ROUGH GRADING PLAN 11 HE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951_308_6395) AT LEAST 48 HOURS IN ADVANCE T SHALL BE POSTED. /.j �r N0. GE002024 P.U.E. PUBLIC UTILITY EASEMENT p=1145.0 FINISH PAD ELEVATION REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT 17. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, R.G.E. NO. EXPIRATION DATE CLEARANCE FOR EACH LOT. UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. sT cFOTECHN�CP�r�� /O�/y/1 O/V ATF OF CA��Foe- 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND ASSESSORS PARCEL NUMBER: DATE DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD CONSTRUCTION NOTES AND QUANTITIES: ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION PORTIONS OF 916--410-004, 005, 006, 007 ENVIRONMENTAL NOTE: O 1 CONSTRUCT CURB CORE FOR S' DRAIN PER CITY STD. 303 AND DETAIL ON SHEET 2 1 EA. OF CUT/FILL SLOPES. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM LEGAL DESCRIPTION STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDAGERED SPECIES Q INSTALL 4" P.V.C. SDR-35 DRAIN PIPE 160 L.F. 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT ACT. 3 is INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN _ INSTALL 12 x12 NDS AREA DRAIN PER DETAIL ON SHEET 2 5 EA. DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. BEING PORTIONS OF LOTS 2 4 AS SHOWN ON MAP FOR TR. 32496 YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE FILED IN BOOK 393 PAGES 47--51 OF MAPS, RECORDS OF RIVERSIDE DISTURBANCE OR GRADING. Q CONSTRUCTS' A.C. OVER COMPACTED NATIVE 29910 S.F. 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR COUNTY, CALIFORNIA. STRIPE PARKING STALL PER DETAIL ON SHEET 2 5 EA. A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES DATE AND SOURCE OF TOPO: NOTICE TO CONTRACTORS: 6 PAINT HANDICAP PARKING STALL PER DETAIL ON SHEET 2 1 EA. OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. INLAND AERIAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED Q PAINT 12" WIDE SOLID WHITE CROSSWALK WITH 450 ANGLE DIAGONAL LINES PER MUTCD ---- EA. 7117 ARLINGTON AVE., SUITE A BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER RIVERSIDE CA 92503 DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR INSTALL 2"X4" REDWOOD HEADER 115 L.F. Underground Service Alert DATE OF PHOTOGRAPHY: 08/02/04 COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE 9 CONSTRUCT 4' MIN. CONCRETE FLATWORK. SEE LANDSCAPE ARCHITECT PLANS FOR SPECIFICATIONS 585 L.F. LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY Call: TOLL FREE BASIS OF BEARING NOTE LINES NOT OF RECORD OR SHOWN ON THIS PLAN. 10 OMIT BLOCK AT GRADE FOR OVERFLOW DRAINAGE PER DETAIL ON SHEET 2 1 EA. • PREPARED FOR: THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE NOTE: • 1 .. OF DATE STREET AS SHOWN ON A MAP OF TRACT NO. 291 1 1 , MB 304/75-81 "IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS BEING N47 56 13')E. OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE . A M E R M C A N H o M E S DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER 227 �26006171 California Avenue Suite 120 BUILDING AND SAFETY EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT MAP DATE IDENTIFIER Irvine, California 92917 DATE OF LATEST CHANGE TO THIS MAP (849) 487-2909 HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT 10/11/10 BY: KC TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: ACCESS AND ACCESSIBILITY ONLY THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE EARTHWORK QUANTITIES: DATE OF THIS PLOT DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY 150 YD CUT 0 YD FILL 150 YD EXPORT 10/1 & 10 "CAUTION": Remember that the USA Center U N S K E R & ASSOCIATES OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS notifies only those utilities belonging to I R V I N E I N C APPROVED BY: 1 AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO AREA SUMMARY: the center. There could be other utilities PLANNING a ENGINEERING SURVEYING 0 FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE GROSS ACREAGE = .42 AC present at the work site. The center will Three Hughes Irvine, CA 92b18 Pit.(949)583.1010 ■ FX:(949)583.0759 r, DISTURBED ACREAGE -= .42 AC WDID # 933C357834 LD10w037GR inform you of whom they will notify. NAME DTE BEEN APPROVED BY THE PLANNING DIRECTOR. CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK oFEssio DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q� o o RECOMMENDED BY: DATE: / 8 CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE �4,�P�D A��� KC KC PDD Contractor CURB STAMPED RIVERSIDE COUNTY BENCH MARK HORIZONTAL �`-� `�' A�" ti� Ions Prepared Under The Supervision Of T-46-81 RESET 1997' EASTERLY OF THE CENTERLINE `" �' `a z P P M ACCEPTED BY: �` ��-- DATE: PRECISEGRADING PLAN OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED � N0. 50392 � der. �� ,fid/d REG TLER Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Exp. 6/30/11 Date: EMERY PLACE I .. TRACT 32436 OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. 1:2 �, RA PER DIRECTOR OF PUBLIC WORKS/CITY ENGINEER VERTICAL �,, PA10m0235mLOTS 2m4 (MODEL SITE) Date Completed ELEVATION: 1097.163' FoFFo 47109 r���ises��� N/A CAL\ R.C.E. No. 50392 Expires: _ 6/30/1 1 R.C.E. No. *► "� TITLE SHEET SHEET 1 OF 3 DATE: Oct. 14, 2010 08:40:06 AM FILE: F:\0587\Engineering\TR_32436-Emery I\Grd-Precise\Models\shtO1 .dwg CURB R/W 8" M I N. "OPEN GRATE" TYPE CAP OVER MUDSILL HIGH POINT A PAD ELEV. —0. MIN. WHEEL STOP 3.5 0 HOLE CORE TOP OF TEE TO ACT AS BUBBLER IN GARAGE AREAS H DRILLED IN CURB SILL IS 8" MIN __ SIDEWALK �� GARAGE FLOOR * L~— SET INVERT OF PIPE ABOVE GARAGE r FLOOR SLAB o z o z 112" ABOVE FL. GUTTER 9' �Y- 4" P.V.C. DRAIN LINE ' � � -� SEE PLAN TYR '-�� „ PIP GARAGE DETAIL 3 A.B.S. 0 4P.V.C. 900 TEE 110 p S-0.02 MIN. (FOR CLEANOUT I _VARIES (EXCEPT *** (EXCEPT B VARI S B C ARI 5 c 4" TO 3" A.B.S. REDUCER I ,�*,� WERE ** VARIES #fRE 12 MIN. ABOVE PAD ELEV. P L NOTED) NOTED) 1 . ALL PARKING STALLS SHALL BE CLEARLY OUTLINED WITH A SINGLE 4 WIDE STRIPE. HANDICAP STALLS SHALL BE CLEARLY AREA DRAIN CURB OUTLET DETAIL-' ROUND OFF TOP I PAD PAD MARKED WITH INDIVIDUAL SIGNS CONSI STING OF A PROFILEFF FF z VIEW OFA WHEELCHAIR WITH OCCUPANT IN WHITE ON A BLUE NOT TO SCALE P/L z z z g BACKGROUND AS REQUIRED BY THE BOARD OF SUPERVISORS 5 I 0 RESOLUTION N0. 78--466 DATED APRIL 4, 1978. 2• MINIMUM STALL WIDTH SHALL BE 9'--0'; HANDICAP SPACES SHALL - I BE 17 —0 . _z z SPEED--D-TUFF GRATE I o° o° v 3. STRIPING SHALL BE 4" WIDE AND SHALL BE PAINTED WITH A N.D.S. No. 1212 GREEN) - loq o �q, o .-- ON RELECTORIZED WHITE PAINT PER STANDARD SPECIFICATION T.G. ELEV. �2�� OR APPROVED EQ AL Mq� Mqk SUBSECTION 310-5.6.5. SECTION A - A_(SEE PLAN) R 1% MIN. F.L. FOR REAR YARD SLOPES GREATER /VV-' � MINF.,L ��. � � ALLEY EOP THAN 5' IN VERTICAL HEIGHT PARKING STALLSTRIPING D� TAlL GRATE HOUSING TYPICAL SIDE YARD DRAINAGE w ADAPTER N.D.S. No. 1221 -� REDUCER DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY NOT TO SCALE Q � 0R APPROVED EQUAL PL PIPE RISER I 1. ALL FITTING BY: NATIONAL DIVERSIFIED SALES INC. OR EQUAL). » VARIES *** VARIES *** - - * DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 0) PLASTIC TEE 8 MIN 8 MIN. CORNER MEASURED ALONG THE PROPERTY LINE. � 2550 AZURITE CIRCLE � 2' MIN. 1' 1' 2' MIN. � � * VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED EWBURY PARK, CA 91320 D.5 o MI 2. REFER TO FINISH GRADING. MUDSILL MIN. MIN. MUDSILL THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN FG 6 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 4" PVC SCH 40 J. DO NOT GLUE GRATE OR RISER TO PIPE. FG IS NOT LESS THAN 6 FEET. PER PLAN INV. ELEV. (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) a (SEE PLAN) 4. GLUE "I.P.S. WELD DN # 773 SOLVENT (MEDIUM BODIED FAST SET FOR ABS PIPE THRU 6 0 o . 5. WHEN MIN. DEPTH REQUIRED IS 7", USE ONE 90' ELL. 12" MIN. 12" MIN. P.L. P.L. NOTE. DO NOT GLUE GRATE OR RISER TO PIPE. (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) 7'2' 42� 5� 2% MIN. 2: 1 nX. 6" TYP. 2� MIN. PARKING LOT '� 1% 1� 1 12 SQUARE INLET DETAIL 21% MAX. MIN. 21% MAX. F.LSIDEWALK N.T.S. SECTION B - B . SECTION 'iD D �� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES -- / LOT 2 HANDICAPPED ICON SIGN TO BEA VARIES P L *** SEE SHEET N0. 3 HANDICAPPED PARKING SIGN MINIMUM OF 70ow R7-8A AND R7-8B 2 M I N. 1 (VAN ACCESSIBLE SQUARE INCHES MUDSILL MIN-Am-- . ON A SOLID BLUE 8" MIN. BACKGROUND. FG .v . VAN ACCESSIBLE EXTRA DEPTH q.a FOOTING b. =PAD ELEV-FG BLUE STRIPS WHERE NECESSARY 2: 1 MAX. 24 ACCESS UTILITY WHEEL STOP ---L1 12" MIN. 6" MIN. EASEMENT EOP 2% MIN. GUTTER 3' EOP 21% MAX. 2' 10' 10' 2' 18 SECTION C - C fir° Q X- SEE TYPICAL SIDE YARD DRAINAGE PAD ft 2.0% PAD 2.0% SYMBOL 'C{ DETAIL NOTES RIBBON GUTTER PER ALLEY PAVING PER WHITE LETTERSR.G. PLAN LD05-031GR R.G. PLAN LD05-031GR 12" HIGH MIN. PA EXISTING DRIVE AISLE 1661 R FINISHED SURFACE I I NTS9' 8, I I I I (FOR REFERENCE ONLY) HANDICAPPED SIGN49.3 49.3' U HANDICAPPEDSTRIPING I I 3-D DETAIL I 6 I C r, I , I NOT TO SCALE N 5.2 5.2' - - - --- — — -- - -- - — I------ ------- d- I I I i I I I I I I I I E.P. ' ' N ® I I Lri PIL I I I -- -- I— -4 LlF - 24 ESS 2 D I UTI ESM N ' 4--B _j I I I 1 1 I 5.2' F-- - — _ — — I , - - - - - - � 5.2' .................. ►� I ' I ' I I v� R, „ Underground Service Alert ... 1 I I. .I I IEEI I 1- I I I-1 l lel 11-1 I I 11 I I I Call: TOLL FREE LEAVE OUT ONE BLOCK AT I I BUILDING AND SAFETY � THE SWALE FLOWLINE ' • _ _ _= --� I -- REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS AL.. • I 38.8' 40.2' I AND ACCESSIBILITY ONLY 1�800TYPICAL DRAIN THROUGH THE WALL _ NOT TO SCALE 2272600A.- — APPROVED BY: xW � I CJ \_TC NAME DATE TWO WORKING DAYS BEFORE YOU DIG N _0000 "CAUTION"; Remember that the USA Center notifies only those utilities belonging to — —the center. There could be other utilities present at the work site. The center will TYPICAL FOOTPRINT inform you of whom they will notify. A — C LE 1to S 20 WDID 933C357834 LD10,w037GR CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE D. KC ioN� Drawls No. 3 11Z DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE �o �p D. 0, ( KC KC PDD RECOMMENDED BY: 1&&1AAa611Sf1cy_ DATE. /o CITY OF T DEPARTMENT OF PUBLIC WORKS g Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ��"¢`2'�� ��y� Plans Prepared Under T T-46-81 RESET 1997 EASTERLY OF THE CENTERLINE _� Q - P he Supervision Of OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE " N0. 42038 '�' ACCEPTED BY: �j - �� PRECISE C2RADING PLAN Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY AS NOTED a Exp. 3/31/12 r DATE. l ld op. Date. Je/11 /0 REG UTLER OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, PHILIP D. DO DIRECTOR OF PUBLIC WORKS CITY ENGINEER o EMERY PLACE I TRACT 32436 Date Completed _ .. CAL �T ELEVATION: 1097.163' 9 C/V0— �r� �o 2 PA1 023!5-LOTS2m4 (MODEL FoF L�F42038Expires: SITE N A oA R.C.E. No. Ex Tres: 47109 P , .,,.. _ R.C.E. N o. DETAIL SHEET SHEET 2 3 OF DATE: Oct. 11 2010 09:17:49 AM FILE: F:\0587\Engineering\TR-32436—Emery I\Grd_Precise\Models\sht02.dwg of � _ - - -- CONSTRUCTION NOTES: ---- -- 1 CONSTRUCT CURB CORE FOR 3" DRAIN PER CITY STD. 303 AND DETAIL ON SHEET 2 OtA --- ` •, -- 2 INSTALL 4 P.V.C. SDR-35 DRAIN PIPE - �~ WWII 0000000000so 3 INSTALL 12"x 12" NDS AREA DRAIN PER DETAIL ON SHEET 2 -- 1107.1 4 CONSTRUCT 3" A.C. OVER COMPACTED NATIVE - " 5 STRIPE PARKING STALL PER DETAIL ON SHEET 2 • -- r�t • 6 PAINT HANDICAP PARKING STALL PER DETAIL ON SHEET 2 7 PAINT 12 WIDE SOLID WHITE CROSSWALK WITH 45 ANGLE DIAGONAL LINES PER MUTCD INSTALL 2"X4" REDWOOD HEADER •• _ 107.1 �� - 1 41 3 S 9 CONSTRUCT 4 MIN. FLATWORK. SEE LANDSCAPE ARCHITECT PLANS FOR SPECIFICATIONS FIGTYP Q-• 10 OMIT BLOCK AT GRADE FOR OVERFLOW DRAINAGE PER DETAIL ON SHEET 2 t r, •.• a0.�a 13 SYMBOL LEGEND: TYP ----- ..-~- --- 1 MIN. - ~ 1106.0 - - d; FL -�-.. 11 COMMUNITY PROPERTY WALL N 12 ® PILASTER 12 11 06.56\ 13 ------ - ---------- PROPERTY VINYL FENCE 0.7' FL D.F. 1105.8 5.21 FL , 14 ° ° --v -_0 TEMPORARY TRAP FENCE AND GATE r� 13.1 3 D P0000■■r'■rrrr 1 5 �� 110 7 00'0000 15 -------- -----m-- SIDEYARD GATE 1 .�„� � � r■rrrrrrr mom no" a %001- r r 1 r FF- 11 =-- 07 77 MIN 4 1107.44 16 ADA ACCESS PATH OF TRAVEL 1 1105 S 2-5'STEPS.6 F 3{ a p 1 2 FL 0 1107.43TS 1 I � 1 0.90 0 110 6.60 BS _ _ _ 110 6.7 6 ___ 17 TEMPORARY 8' HT. WOOD SCREEN FENCE 1 I D.F. F--- ----- �---� - 12.0' W 18 -y TEMPORARY CONSTRUCTION WOOD SCREEN FENCE •• ` ..... ___12.0' - - ___1 __- CEJ 1 0 • •'' 105.8b) i .. 1� C] •** 1 110�•�a4 �C�P�-- 1 ` fh. m 11069 T Y P FL MP � 1 � 1 7 ............. 2..0 r, co 0 1107.1 1107.1 �" � ""- ,-� 6 f v 9.59 L�,. 1.5' oc 1.5 1107.1 1 FG FG 2.. Q D.F. FG 1 1107.14 � TYP 18 C� � �1105.�a6 _ o D.F. >-- "'. •'" r..��P 1105.78 1 FS , � �. �.�. 1 18 1105.40 I , FS GB I TYP g `' ADA . 1 � f 3RESTROOM � 05.3 .� FL � 11C.d •26 1 13 10 . . 1 RIM 1107.1 4 ': 72.0FC ` 18 1107.053 f f FG 3 fX.. l KKvv11 �: \ FS 3 3 S _11" A. 90.70 7 , , 15 2 1106.3 m w ter..sy,m mr .wt1106.87 1 - ( 5 ,u ro. m t . FL 0fi.8 6 _ :. , t .v _., 110 _ � 1105 1. _. r <_ r w FG y "''` B 2 c �FSF L. 3 3 3 1 N� 1105. � 1105.79 1 �,5 \ 1106.93 =3 S 3 S L Ff 2 1a � }�° � rrrr .■ s & TI I EAS r �, . 6 ACCESS r�y= 0000 3»S 3 ' t • .- .. 7T M' r r fz � LEGENIJ. ._ , , r. / ;: l `-' X79 000000 1 16 8 `iJ w 1 03� INV FINISH PAD ELEVATION REVISED ""^"'e , f 1 © � 00 13 FROM APPROVED R.G. PLAN. 11 1 TYP F-- 9' I NEW PAD CERTIFICATION REQUIRED 3 f :4 4- TYP nn�.... ...,��. I 1 1 ...,.. „_ it PRIOR TO BUILDING PERMIT. 1 1 -- _ 110 . 2R. \ � EYP = :.a... , FL 11Q5 1 _ � � ,�.. FL MP � I� 1"7 IN� 13 1 P ___�. -- { (1105.2 \ it ----- �* --ir - _"'-�'�" IT) � i f -- - - 1105.59 I 1 .7� , FUP j L 110 t '` i 105 I17 1105 1 ,n 2.7% ° _ �% I 1 106 1106.94 ' FS GB I ECIC F�. D FL . t � FFI 1 1 FS � 1104. 7 ; 1 1 FL I: 1 2 1 12 TEMPORAR Y 3' LO 4 I ' 3�mt� 3 f� SAL,ES� 1 ry C 10432TC \ PARKINGI , 3 x; SR� y�/�� /'� .............. �f.� FFICE3 I V 1 1 /y V~ Ian I " f: j f A 7'=;+ ..S' O P 11068 1 1107.09 I I U�D! 1 11.10534 C --- FS I ; FS \ " ' ;r I Ll 1 Q5.07STE 10 EOP ��►�.� - �..� I t; 11 C574T 1 1 I 1104. 1 1105. Q .--- \ ► L FS 1��04.248 7� 1 5.5 1105.26 1 .3% ' I" TYP .110.5 1106.16 2.09 FS G8 1 FS '"�`- 1 1 105.0 10517 . 11G5 F 0 �. 4.85'i E01' EXI IN,G `"--" ` C 4.301NV \ 8 DRI E A SLE 4. 2 0.4. 4 #1 2 1 � n 1104. a _. FB 4.1 , '' 1104 59T \ f. F 110.; " �m L FBD 1 \ v� x.018 12 i 1 • OW - \ ` p a_ ��:' ' '` ' a. 113.3 N FC _ V N. , 54.28' TY y \., _... 79.41 Underground service Alert �� 1103. 2 Q 20.20.J DWY FS 1104.07 ° 1104FS 14 ., .04 -�� • BUILDING AND SAFETY _ ...... ..._ . - Call: TOLL FREE h"`� .�, w FL _ ST . 10+89.90 REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED r „ _•_•...•.. ..,,..... m ACCESS AND ACCESSIBILITY O N LY • 1 104.95 (1 1 4 1 1®4.17 1103.99 1103.94 1103.61 1�800 TC URY N ETC TC 1103.97 TC � 1103.97 1 1103.74TC 1103.28INV APPROVED BY: / 227�2600 1104.58 TC 11 C)3.32 -- .... � (/1 o RIM . RIM NAME DAT - E • TWO WORKING DAYS BEFORE YOU DIG 1104.15 _ _ RIMr l.a% . 10 5 0 10 30 _m "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will GRAPHICinform you of whom they will notify. SCALE 1 -10' 1O' "! /DID # 933C357834 LD10o037GR CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY ` SCALE Q�Of ESS io Drawing No. 3 1 r DIAMETER ALUMINUM DISK FLUSH IN CONCRETE a p D. � KC KC PDD RECOMMENDED BY DATE: 10 ,� CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ��"Q~i' ��2c Plans Prepared Under The Supervision Of T-46-81 RESET 19970 EASTERLY OF THE CENTERLINE OF SR-7 ACCEPTED BY: � -- • �° / 9 AT THE SOUTHEASTERLY CORNER OF THE w NO. 42038 �, DATE: PRECISE GRADING PLAN Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY AS NOTED a! Exp. 3/31/12 w 1. REG UTLER pDate. � I� � � .. OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. DIRECTOR OF PUBLIC WORKS CITY ENGINEER o EMERY PLACE I TRACT 32436 V ,�� ��. PHILIP D. D OWTY � � ,� Date Completed VERTICAL _ qr c�y�� �, � _ ,,,� „�ELEVATION: 1097.163 42038 3/31/12 47109PA�10 023 LOTS2m4 (MODEL SITE) �CFCALIF�� N/A R.C.E. No. Expires: _ R.C.E. No. ,,,, � PLAN SHEET SHEET � OF 3 DATE: Oct. 11 , 2010 10:15:39 AM FILE: F:\0587\Engineering\TR_32436-Emery I\Grd_Precise\Models\sht03.dwg