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HomeMy WebLinkAboutRough Grading - Revision 2--------' ------ - - - -IS. "i ACTIVITIES. ' ^ 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A k4|N|W0M OF 0.2' DEEP AND BE CONSTRUCTED A _ MINIMUM OF 2' AWAY FROM -THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1 /4" PER F[)[)T FOR A MINIMUM OF I FEE-[ 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1. 4. PROVIDE, AS PPL|CABLE` CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FL{)WS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS ' TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST.WHO SHALL CERTIFY ' THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR.ALL FILLS OVER 1` DEEP. ' ` 8. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY, OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR. TO ISSUANCE OF THE BU-ILDING PERMIT. CERTlRCATK]N SHALL BE TO LINE, ' GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS. GREATER THAN ONE,FOOT. ^ 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH 'RECOMMENOAllONS OF THE PRELIMINARY SOILS INVESTIGATION BY LE|GHTON 8x ASSOCIATES, INC. DATED MAY 18' 2005. _ TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ' 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ` FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: /951\ 884-6411. 10. ' CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY' DURING'THE GRADING PHASE . 11. POST -GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO. INSTALLING, ' WHERE APPUCABLE, GR(JUNOCOVER, TREES, 3HRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ SLOPES OVER 4` IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION, SYSTEMS WITH BACNFLOVV PREVENTION DEVICES PER THE U.P.C. ' 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED,OF WEEOS, DEBR|S, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF , STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYEO, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING CEDL{)G|8T SHALL APPROVE PLACEMENT OF FILL.. . \ _ 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES � ARE ARE INSTALLED. PROTECTIVE MEASURES SHALL BE -IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONO|NG WATER DURING ° GRADING OPERATIONS. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. _~ ` 15. ' STABILITY CALCULATIONS WITH A FACTORSAFETY OF AT LEAST ONE AND FIVE TENTHS SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ` ' ' � CIVIL EN0NEER, SOIL ENGINEER, {� ENGINEERING, QE}�����T R]� CUT AND, FILL ' `^ 4� SLOPES OVER 30' IN VERTICAL HEIGHT. �� 16. ` ' A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PA[[ ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU/RED, THE ELEVATION ' RESPECT TO MEAN SEA SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT. - GROUND SHALL BE GIVEN. . 17. ' EROSION AND SEDIMENT CONTROL: THE PERM|TTEE SHALL'ABIDE BY THE REQUIREMENTS ' OUTLINED IN THE CITY OF TEMECULA GRA[VNG, EROSION AND SEDIMENT CONTROL ORDINANCE SOILS ENGINEER: NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, IN ' CLUD|NG ADHERENCE TO THE STATE NpDES PERMIT, FOR CDNSTURC7lON ACTIVITIES, IF APPLICABLE. LEIGHTON AND ASSOCIATES ' 41715 ENTERPRISE CIRCLE NORTH` SUITE 103 18^ EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION, DURING THE RAINY SEASON. TEME ULA CA 92590 � NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ' (8�1/ 29'._O5'~O ` 19. - ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO - COMMENCEMENT OF ANY CONSTRUCTION /nRAO|NG. L�� PUBLIC RIGHT-OF-WAY. OWNER/DEIVEL PER 21. APPROVAL OF THESE PLANS BY THE CITY DR ITS AGENTS DOES NOT RELIEVE THE APPLICANT WOODSIDE HOMES . AND HIS ENGINEER FROM THE-RESp,ONS|B{L|TY FOR THE CORRECTICIN -OF-ERRORS OR (]k4|SS|(JNS 11870 PIERCE STREET, SUITE 100 DISCOVERED DURING CONSTRUCTION. UPON RE(]UEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEk4ECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ' ` CON TRAC-TOR R LOPER IS RESPONSIBLE FOR (}BTA|N{NGTHE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. - ' .SOURCE, OF TOPOGRAPHY: ` ANALYTICAL P������IC SURVEYS, INC. ' 647 N. MAIN �TREET. SUITE 1A RIVERSIDE, CA. 92501 /909\ 68G-51O,3- - DATE OF TOPOGRAPHY Q/1�/.2' / /n mot Ap it 0 1 & ME mp Ayr AS CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. I TEM QUANTITY UNIT (D CONSTRUCT BROW DITCH PER CITY.OF TEMECULA STD. DWG..NO. 304,,(TYPE B) 71\ LF INSTALL 3' DRAINAGE DITCH PER DETAIL ON SHEET 2 180 LF CONSTRUCT BROW DITCH PER CITY OF TEMECULA STD. DWG. NO. 304 (TYPE A) LF INSTALL GRAVEL BAGS PER STREET PLACEMENT DETAIL ON SHEET 2 1000 BAGS INSTALL GRAVEL CHECK DAM AT CATCH BASIN PER DETAIL ON SHEET 2 120 LF STABILIZED CONSTRUCTION ENTRANCE AND WASH OUT AREA 'PER DETAIL ON SHEET 2 1 EA INSTALL SILT FENCING PER STANDARD B.M.P.'S AND PER PLAN. 8,377 LF INSTALL GRAVEL BAGS 1 ROW HIGH 1,958 LF INSTALL GREATER THAN 3" BUT SMALLLIER THAN 6" GRAVEL, .12" THICK PAD. 2,976 SF INSTALL STEEL SHAKER PLATE 1 EA PLANNING DESIGN 0 CONSTRUCTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF YNEZ ROAD AS 40810 COUNTY CENTER DWE TEMECULA, CALIFORNIA 92M-6022 SHOWN ON TRACT NO. 23992, M.B. 231/9-12 BEING IN N 48015'11"VV WDID # 933IC3365011 CONSTRUCTION RECORD DATE BY REVISIONS' DATE ACC'D BENCH MARK SCALE OV SS104� T A N41, Exp. 6/30/12 OF C DESIGNED BY DRAWN BY CHECKED BY CONTRACTOR INSPECTOR DATE COMPLETED 12/27 RBF /1\ADDED WALL ALONG LOTS 3-6 AND YNE� r1a) 42 T-32-81 -RESET 1987, A 21/2" DI'SK IN CONCRETE WALK NEAR THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD IN THE SIDEWALK OF A BRIDGE OVER THE MURRIETA CREEK ON THE NORTHWEST OF BR I DGE. ELEVATION = 1007.337' ROAD, REVISED GARAGE FLOOR LOT 29, HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF DATE: JOHN D. TANNER III E. NO60132 EXPIRES: 6Z,30/14 4/2013 RBF V2 ALL ALONG LOTS 14123,& -CORNER VERTICAL N/A .4 -~~ ' ` _VICINITY MAP � N.r. S. .L.EGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF TEWECULA. COUNTY OF RIVERSIDE` STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: ` LOTS 1^ 2AND 3 AS SHOWN BY TRACT MAP 23982, ON FILE IN BOON 231 PAGES9'THROUGH 12 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. ' ` EXCEPTING THEREFROM THAT PORTION OF LOT 2 SET OUT IN THAT OF ..`D�.` CONDEMNATION RECORDED JUNE� 20` 1997 AS INSTRUMENT NO. 97-218033 DESCRIBED) AS FOLLOWS: ' BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 2,.ALSO BEING THE SOUTHWEST CORNER OF PARCEL 2 OF PARCEL MAP NO, 23624AS SHOWN BY MAP ON FILE IN BOOK 168 OF PARCEL MAPS AT PAGES 24 THROUGH 28 THEREOF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, THENCE NORTH 71025'31^ EAST ALONG THE NORTHERLY LINE OF SAID ' LOT 2` ALSO BEING THE SOUTHERLY LINE OF SAID PARCEL 2, AT DISTANCE OF73.5O FEET; , THENCE SOUTH 47022`37 EAST' DISTANCE OF 1D.15FEET; THENCE SOUTH 20~00`00" ' EAST, DISTANCE OF 412.45 FEET; THENCE SOUTH 40"OO'O0,WEST, DISTANCE OF EAST' DISTANCE OF 412.45 FEET; THENCE SOUTH 40~00'00" WEST, DISTANCE OF 75.43 T TO THE WESTERLY NE OF* SAID LOT 2,ALSO BEING THE EASTERLY LINE OF INTERSTATE HIGHWAY A SHOWN N ID C- 8 ' ' THENCE ~ NORTH ^ ~4�'23ALONGWEST SAID WESTERLY L'TNE OF ' L 2 A� E ' �F INTERSTATE HIGHWAY 15, A DISTANCE OF 181.12 FEET; THENCE NORTH 25-36WEST. CONTINUING ALONG SAID LINE, A DISTANCE OF 218.60 FEET TO THE POINT OF BEGINNING. ' ASSESSOR'S 944-33O-1 944-330-003 - ^ 944-330-017 SHEET INDEX LEGEND: SHEET 1 TITLE SHEET CUT/FI'LL TRANSITION LOTS SHEET 2 DETAIL SHEET FINISHED SURF ACE F.S. FLOW LINE F.L. FINISH GRADE FG SHEET 3 DETAIL SHEET TOP OF CURB T..C. EXISTING GRADE (1234,56) SHEET 4 ROUGH GRADING PLAN PHASE B FINISHED "GRADE, F.G. PROPOSED GRADE 1234-56 SHEET 5 ROUGH GRADING PLAN PHASE B HIGH POINT H.P. CONSTRUCTION NOTE NUMBER SHEET 6 ROUGH'GRADING PLAN PHASE C PERCENT % SHEET 7 EROSION CONTROL PLAN PHASES B & C TYPICAL TYP. EDGE OF PAVEMENT ASPHALTIC CONCRETE A.C. DIRT ROAD GRADE BREAK G.B. SITE DATA: TOP OF SLOPE T.S. A.C. DIKE CUT/FILL TRANSITION SANDBAG LINE EXISTING CONTOUR TOTAL AREA OF TRACTS 11.63 AC 5YI STORMIIRAIN LINE �SD - PROPOSED CONTOUR -1125 TOTAL AREA DISTURBED 7.72 AC SILT FENCE ASPHALTICCONCRETE A.C. TOTAL AREA UNDISTURBED 3.91 AC -ENVIRONMENTAL NOTE: EARTHWORK QUANTITIES: THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA PHASE B PHASE C DOES NOT IMPLY OR PROVIDE ANY'AGENCY CLEARANCES ' FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE SP 1,700,CY IMPORT 2,030 CY IMPORT YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. THESE EARTHWORK QUANTITIES ARE FOR REFERENCE ONLY. SINCE THE CIVIL ' ENGINEER CANNOT CONTROL THE EXACT NOTICE TO THE CONTRACTOR: METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE' EXACT SOIL CONDITIONSOVER THE ENTIRE SITE, THE CIVIL THE EXISTENCE AND LOCATION OF ANY.UNDERGROUND UT ILITY PIPES OR ENGINEER,ASSUMES NO RESPONSIBILITY FOR FINAL STRUCTURES SHOWN ON THESE , PLANS ARE OBTAINED BY A SEARCH OF THE EARTHWORK QUANTITIES. AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY.THE CITY OF TEMECULA,- EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER, DISTRICT DOES NOT CONSTITUTE A REPRESENTATIONIAS TO THE ACCURACY OR THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 2 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE A OFEARTHWORK FOR THEIPURPOSES OF BIDDING, CONTRACT,, CONTRACTOR IS REQUI,RED TO TAKE ALL DUE 'PRECAUTIONARY MEANS To LD13-019OR AND CONSTRUCTION. PROTECT THE UTILITY LINES NOT OF RECORD ORSHOWN ON THIS PLAN. ALD12-002GR RECOMMENDED BY: DATE: (3- DEPARTMENT OF PUBLIC WORKS CITY OF TEMECULA SHEET NO. ACCEPTED BY: DATE: ROUGH GRADING'PLAN ,/REG /UTLER AND EROSION CONTROL 'PLAN DIRECTOROF PUBLIC WORKS CITY ENGINEER TITLE SHEET- OF 7 SHEETS � 'U P/L 50' MIN. N EXIST. A.C. ACCESS DRIVE PRO' I LE EXISTING GROUND 50' MIN. 3" TO 6" DIA. COARSE AGGREGATE . OVER FILTER FABRIC R= ' 2-6'x8' SHAKER PLATES — — — o ° a z a o Epp R PLAN =35' PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND EXIST.- A.C. PAVING STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE INSTALL FILTER FABRIC nv'Q rerru Recrry no17nirnir_ FLOW GRAVEL BAG CHECKDAM AT CATCH BASIN NOT TO SCALE mFILTER FABRIC MATERIAL --.�_ HEAVY DUTY REINFORCING ``--- 12" FOLD & SET FILTER ' FABRIC INTO SOIL BACKFILL AND COMPACT THE EXCAVATED SOIL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC 8,, 2"x4" WOOD POST ALT: STEEL FENCE POSTS rlo 00 SILT FENCE NOT TO SCALE PLANNING ■ DESIGN ■ CONSTRUCTION REIF 40M COUNTY CENTER DRNE a ■ TEMECULA, CALF ORNIA 92591-6022 C 0 N S U LT I N G 951.676.8042 ■ FAX 951.676.7240 ■ www.RBr-.com CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATE COMPLETED 9"t FIBER ROLL .CONCAVE KEY -TRENCH 4" DEEP ALONG FIBER ROLL �.V`xl" STAKE AT ` 48" O/C AND 1' DEEP WITHIN 6" OF EA. END FI E R ROLL PLACEMENT NTS NOT TO SCALE 1/2 INTERVALS ---4 SANDBAG PER DETAIL "B — DIRECTION OF FLOW , r O INTERVALS PER SANDBAG SPACING TABLE ABOVE TYPICAL STREET GRAVEL BAG PI FOR GRADED STREI NOT TO SCALE GRAVEL- BAG SPACING TI STREET GRADE LENGTH <4% 200' MAX. 4% TO 9% 100' MAX. >9% 50' MAX R/W CURB FACE 3" MIN. OPEN [NG AA � BETWEEN BAGS .04 \- STREET:., SUBGRADE AA DETAIL B NOT TO SCALE NOTES 1. GRAVEL BAGS REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE AS SHOWN ON ABOVE TABLE. STREET GRAVEL NOT TO SCALE VARIES VARIES PER PLAN PER PLAN 0 D o Q pD RIM ELEV 3" CONCRETE REINFORCED WITH SEE PLAN 6"x6" — W1.4xW1.4 WELDED WIRE FL ELEV ° �D FABRIC. TREAT EXPOSED CONCRETE SEE PLAN oa Da d . SURFACES WITH CURING COMPOUND. NOTE: GROUND TO BE PRE —WETTED TO THE SATISFACTION OF THE GRADING INSPECTOR PRIOR TO PLACEMENT OF 3' WIDE DRAINAGE DITCH 2- NOT TO SCALE DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE Q%pVESSJO,, 9l T-32-81 RESET 1987, A 2 1 /2" D I SK �© �� l y��� NM NM , JE KH IN CONCRETE WALK NEAR THE HORIZONTAL �`�� U�� PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD IN THE SIDEWALK OF A BRIDGE OVER THE AS NOTED No. 43090 ^� lI)4LL �. EX� 3/31 /°$ DATE: MURK I ETA CREEK ON THE NORTHWEST ` MICR EL A. TY AN CORNER OF BRIDGE. VERTICAL s C' ti N/A F OF C P�l�� R . C . E . NO. 43090 EXPIRES: 3/31 /08 ELEVATION = 1007.337' '-----,ROSION AND SEDIMENT CONTROL NOTES R/W 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE -SPECIFIC CONDITIONS FOR EACH INDIVIDUAL I PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1ST OF EACH YEAR FOR ALL APPLICABLE SOIL -DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATING_ AND ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE. C F THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGEING TO A STORMWATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW -LINES, DRAINAGE INLETS, ETC). ALL NON -PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. STREET CL 3. DISCHARGER CONTACT INFORMATION. PAUL BUZZZA PULTE HOMES (949) 307-5625 (RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER) 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION "(WDID) NUMBER SHALL BE PROVIDED TO THE CITY, AND A STORMWATER POLLUTIOIN PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT`AND BE READILY AVAILABLE ON SITE TO CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE C.F. DOWNLOADED FROM THE CITY'S WEB SITE AT www-.cityoftemeccula.org UNDER NPDES INFORMATION. 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, AS NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIIOUS LOCATIONS THROUGHOUT THE SITE FOR �`�--- R/W IMMEDIATE IMPLEMENTATION 6.. ALL. .EROS.I ON AND SED I.MENT. CONTROLS. .SHALL. BE I.NSPECTED., RESTORED, REPAIRED., OR MODIFIED. REGULARLY. THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. IF ANY EROSION OR'SEDIMENT ACEMENT DETAIL CONTROLS FAIL DURING*THE RAINY SEASON', 'MORE EFFECTIVE - ONES'WILL BE REQUIRED IN THEIR PLACE 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. ETS A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE.BEEN CLEARED. 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100% VEGETATIVE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCUNUT), PLASTIC SHEETING (10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FOR SPRAY -ON �4SLE CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM APPLICATION RATES OF 3500 LB/ACRE AND 10 GAL/ACRE, RESPECTIVELY, SHALL BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS 'A STAND-ALONE EROSION CONTROL. IF HYDROSEEDING IS IMPLEMENTED, THE APPLICATION MUST ALLOW- SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEXPOLYMERS, SOIL STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL -BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. 10. ALL ONSITE AND OFFSITE FLOW -LINES (V-DITCHES, BROW -DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL TIMES. 11. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER -TIGHT BINS. WIRE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH -OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH -OUTS SHALL BE COVERED WITH A LID _......._ ...... OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO THE DRAINAGE SYSTEM. 12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH STREET GRADES EXCEEDING 2%, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK -OUT ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS. SECTION. AA -AA ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM NOT TO SCALE SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED TO FILTER THE WASHWATER. 13. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING BASINS, STREETS, ONSITE AND OFF -SITE LINES, DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A DISCHARGE FROM THE SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL -BAG OR SILT -FENCE -CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE, 14. DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF THE GRADING OPERATIONS AND SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER.ACRE DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DREANED FROM THE BASINS BETWEEN STORM EVENTS. 15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS INSTALLED. TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL. SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN INCREMENTS OF 10 ITY REDUCERS FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. 16. MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, AND POWDERS SHALL BE STORED AWAY FROM' STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A FORECASTED RAIN. 17. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER -LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL ALSO BE PLACED ON THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 18. THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. 19. NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, OR PRIVATE, STORMWTER CONVEYANCE SYSTEM, UNLESS ADEQUATE TEMPORARY OR PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE WATER TO THE NEAREST PARTICAL STORMDRAIN OR NATURAL WATER COURSE. 20. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE. THESE MEASURES INCLUDE: TEMPORARY DOWNDRAINS (PIPES OR PAVED DITCHES WITH PROTECTED OUTFALLS): EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX PRODUCTS; BLANKETS; PONDING AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND`DRAINAGE INLETS; AND APPROPRIATE GRADING TO +'DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES. 21. SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. 22. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. RECOMMENDED BY: DATE: CITY OF TEME(o;"`ULA DEPARTMENT OF PUBLIC WORKS — SHEET NO. . � 1 p r ACCEPTED BY. - DATE. I OG �� ROUGH i GRADING PLAN � `°t RONALD J. PARKS `' :'' q AND EROSION CONTROL PLAN DEPUTY DIRECTOR OF PUBLIC WORKS a TRACT 23992 PHASES B & C R.C.E. NO. 19744 EXPIRES: 09/30/07 °fr, say DETAIL SHEET OF SHEETS S/W F PLAN 1'-0 ALL CURB FACE DATA REFERS TO R=1/2 R — 37 THIS LINE z 00 TC ELEV. R-1/2 R-1 TC=FL+0.40' PCC 2 )—ill MODPED ROLLED CURB & GUTTER R160 CL=TC-0.07' S/W PER 12' 12' PLAN VIEW 2% 2% PROPOSED 24'(PRIVAtcj IN --TRACT S EETS T. 1. = 5.0 Not To Scale CA1,LE CARRIA CMJLE CELESTE T.I. — 5.0 Not To Scale A S/W PER PLAN VIEW M ff" a R/W R/W 66' 6' 5'_ 22' 2 2' 5 t 1 1 2% 2% 7im,7! Pp7np"4 PROP 8"' CB" PROP 8" C&G .66r R/W PUBLIC. Rancho Hilhland T.I. = 6.5 Not To Scale Refer to Soils Report for Over Excavation Requirements City of Temecula Std. no. 103A R/W R/W 1 1 66' 5' 6' 22' 22' 6' 5' i � 2% 2% 7 PROP P OEM PROP 6" C&G 66` R/W PUBLIC PROP 6" C&G T'ieffa Vista T. 1. = 6.5 Not To Scale Refer to Soils. Report for Over Excavation Requirements City of Temecula Std. no. 103A 10' so 4' 6' No. SIDEWALK 100, 40' 40' 2% 2% 10 C SIDEWALK R/W IWICAL. BUILDING LAYO ` R/PUBLIC NOT TO SCALE I WW LJLTBIATE YNEZ ROAD, Not To Scale City, of Temecula Std. no. 101 STA. 96+00.00 TO STA 108+00.00 F!/w 100' 50' 50' VARIES 6' VARIES VARIES 38'± TO 42'± VARIES 6'± TO 10'± 0' TO 13'± TO 43'± U < 8. 4'< c) Li BACK OF \_1 2% 2% rr* GARA,.- STREET iOR DRIVEWAY �ARAC� 5 ACE VARIES BUILDIW PAD 17* MIN. Iw— M w 5 PROPOSEF. S.D GARAGE VARIES_ Lj ' 100' R/W PUBLIC PAD� J EMSTING AND PROPOSED YNEZ ROAD VARIES Not To Scale STA. of Temecula Std. no. 101TA. 96+00.00 TO STA 108+00.00 TYPICAL STREET UNDERCUT SECTION NOT TO SCALE 0 DESIGN 0 CONSTRUCTION FBFPLANNING 40M COUWY CEffFER DEVE w w a a a a TEMECULA, CALIFO FKA 92591-6022 CONSULTING 951.676.8042 - FAX 951.676.7240 i www.RBF.corn CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALE No. 43090 Exp. 3/31, /08 el V V1 OF C DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY. DATE: ACCEPTED BY: DATE: RONALD-J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. NO. 19744 EXPIRES: 09/30/07 I T "F U y U TEE0 "LA DEPARTMENT Of PUM-IC WORKS M U -LDOO-095GR CONTRACTOR INSPECTOR DATE COMPLETED T-32-81 RESET 1987, A :2 1/2 DISK IN CONCRETE WALK NEAR THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD''IN'THE SIDEWALK OF A BRIDGE OVER THE MURRIETA CREEK ON THE NORTHWEST CORNER OF BRIDGE.'* ELEVATION = 1007.337' NM NM, JE KH SHEET NO. HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF A- —DATE: M-1 Cf EL A. T) N - R.0 �E NO, 43090 EXPIRES: 3/31ZO8 NO R -OUGI+ GRADING PLAN -- X AND EROSION CONTROL PLAU TRACT­239-92� PHASES B--&,C, DETAIL SHEET AS NOTED VERTICAL N/A OF SHEETS COIN EXIST CURB OUTLET 1030.6 FL,,, .CONSTRUCTION NOTES INSTALL 3' DRAINAGE DITCH PER DETAIL ON SHEET 2 9.0 010 J11je Imp" iog 91, TEMPORARY E84 A 54 '7 �c 00 rob GIDF-= AND DOWN DRA I N'/'/"/l 18 1099.6 > 1099.1 ---TO BE REMOVED//' 1097..7 M91� � " " 7 " 109 .77 TC f ,� t doom T� mom Go TC�j ry moomm 109 ld, J ISTI R/W SECTION BOMB NTS PATIO 2' M. I TRACT I BOUNDARY PA r) BERM I rL rr M rL-MIN NTS R/W RANCHO HIGHLANDS TOP I DRIVE VARIES -I BERM PAD .SECTION D-D NTS sm woo" ME 1p f_� �. � ~ J � � `' 4 ,fit t�. wr:� ..... ., j, - '... LW• O 0 NorOVA• 4_R Tc PHASE A 16.13. TIC ' 18. TIC 18. 48 o 12+84.148 � TIERRAVISTAROAD =10+00.00 0 CALLE CELESTE 1085.36 FS_ PHASE C 10+00.00 TIERRA VISTA-ROAD =10+00.00 RANCHO HIGHLANDS DRIVE 1113.02 FS ,RANCHO HIGHLANDS TOP RAW DRIVE BERM - VARIES PAD KED TIERRA VISTA ROAD R/W SECTION H—H NTS WALL TIERRA VISTA ROAD SECTION I —I NTS A" PLANNINro ■ DESIGN ■ CONSTRUCTION is 2 LD13..OlVGR A T. 7+49.96 30 0 30 60 90 40810 COUNTY CENTER DRIVE JOIN EX, CURO_�� TEMECULA, CALIFORNIA 92591-6022 & GUTTER CONSULTING 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com (23.41 TC) GRAPH I C SCALE, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCHMARK S s lo'y DESIGNED BY DRAWN BY CHECKED BY LDOO-095GR 4/2013 RBF ADDED WALL ALONG LOT 14 T-32-81 RESET 1987, A 2 1/2" Dl.SK SCALE T A NM NM,.JE KH RECOMMENDED BY: C2!Ka*t2' -DATE: sol'bx CflTY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. IN CONCRETE WALK NEAR THE HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR INTERSECTION OF FRONT STREET AND ACCEPTED BY: DATE.-, ROUGH GRADING PLAN RANCHO CALIFORNIA-ROAD IN THE AS NOTED No.60132 SIDEWALK OF A BRIDGE OVER THE CDC-, DATE: (?rREG BC/TLER AND EROSION CONTROL PLAN INSPECTOR MURRIETA CREEK ON THE NORTHWEST Exp. 6/30/12 DIRECTOR OF PUBLIC WORKS CITYENGINEER I CORNER OF BRIDGE . VERTICAL CI v V jOHN D. TANNER III R.C.E. 47109 TRACT 23992 PHASE B DATE COMPLETED �lF ] R.C.E. NO, 60132 1 RES: 613OZ1* OF SHEETS t7 ELEVATION = 1007.337' N/A OF C N i 4� INSTALL GRAVEL BAGS 2 ROWS HIGH PER STREET PLACEMENT DETAIL ON SHEET 2 5O INSTALL GRAVEL CHECK DAM AT CATCH- BASIN PER DETAIL ON SHEET 2 �6 STABILIZED CONSTRUCTION ENTRANCE AND WASH OUT AREA PER DETAIL ON SHEET 2 O7 INSTALL SILT FENCING PER STANDARD B.M.P.'S AND PER PLAN. (R) rnicrni i r_anvFi Ror_c nrip Rnw PT INSTALL GREATER THAN 3" BUT SMALLLER THAN 6" GRAVEL, 12" THICK PAD. DIMENSIONS PER PLAN 10 INSTALL STEEL SHAKER PLATE NOTES: 1. EROSION CONTROL ON TIERRA VISTA ROAD AND RANSHO HIGHLANDS DRIVE WILL BE CONSTRUCTED UNDER PHASE A ROUGH GRADE PLANS PER LD08-032GR w v 50 0 50 100 150 PLANNING ■ DESIGN ■ CONSTRUCTION GRAPHIC SCALE 4#}M C0UNTY CEDER E IMF TEMECULA, CALFORNIA 92591-6022 CONSULTING 951.676.8042 FAX 951.676.7240 ■ www.RBF.com CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY LDOO-095GR SCALE Q%4VESSlov, p NM NM , JE KH RECOMMENDED BY: DATE:T Y 0' F T E DEPARTMENT OF REtC WORDS . T-32-81 RESET 1987, A 2 1 /2 DISK �4, ��L A , iy � SHEET NO, IN CONCRETE WALK NEAR THE �, l HORIZONTAL �... � � � PLANS PREPARED UNDER THE S4�PERV IS L0N OF CONTRACTOR I NTERSECT ION OF FRONT STREET AND ACCEPTED BY: DATE: /` % ®�' � ` � r O' ( PLAN RANCHO CALIFORNIA ROAD IN THE No. 43090 INSPECTOR. SIDEWALK OF A BRIDGE OVER THE AS NOTED Exp. 3/311 DATE: I i I C5(,1e.► RONALD J . PARKS �~ '' ANDEROSION CONTROL PLAN MURRIETA CREEK ON THE NORTHWEST x CORNER OF BRIDGE. VERTICAL s� C 1 L �� M I CHA A TYLM DEPUTY DIRECTOR OF PUBLIC WORKS ,. :. TRACT ,? & C DATE COMPLETED �d :. OF C K`l R . C . E . NO 43090 EXPIRES: 3/31 /08 R.C.E. NO. 19744 EXPIRES. 09/30/07 ��r ...Lsa� � ROSION GONT ROL PLAN ELEVATION = 1007.337' N/A�� OF � SHEETS