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HomeMy WebLinkAboutTract Map No. 37341-11 and -16 Rough Grade PlansF GRADING NOTES CITY OF TFMECULA 1. SOMMERS BEND SYSTEM GENERAL I PERMIT FOR CONSTRUCTION ACTIVITIES. ROUGH GRADING PLAN 2. PERMIT REQUIREMENTS. GRADING PERMIT SHALL OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ,ryq ON THE SITE. 3. NOTIFICATIONS. PUBLIC WORKS INSPECTION SHALL BE NOTIFIED VIA EMAIL AT LD INSPECTIONS ® TEMECULA °Oo CA.GOV AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. 8 Qq 4. SOILS, ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS T M 3 7 3 4 1 — 1 1 & 16 i9 OF THE GEOTECHNICAL REPORT ENTITLED 'UPDATED GEOTECHNICAL REPORT, SOMMERS BEND RESIDENTIAL `os DEVELOPMENT, PLANNING AREAS 14 THROUGH 24, 27 THROUGH 31 & 33B, TEMECULA, CALIFORNIA"DATED JUNE 28, 2018. T R ---- " _--- 15 Ri SITE A. L' __37341 A. MAXIMUM CUT AND FILL SLOPES SHALL D 2O UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; 1� Q AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE T R 37 341 - 1 7 I , LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. T R T B. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS,GREATER THAN VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS \ OR AND IS E GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK 00 M OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. a 37341-8 ti 1h APN 943-15D-D2D C. STABILITY CALCULATIONS WITH A FACTOR -OF -SAFETY OF GI LEAST ONE AND FIVE TENTHS GIST FOR BE li e ri ti SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT 3 .1{tAGO-( 1 y QlA M 15 AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. yl. ^ c D. ORLGRADING GEOLOGSTSWHOL HALL SUB IDTETWO SETSEOFIWRITTEN CERTIFICATIONTIHAT ALLIN�SOILS ENGINEER FILLSOV RONEFOOT �TFIACT y��©Z° A� Y IN DEPTH HAVE BEEN PROPERLY PLACED. '�6 ~ F 5 cc 6. DRAINAGE. BOUNDARY 72 A GRADED APPLICABLE BERMS oALONG DTHE TOPEOF ALTE LL GRADEDOW ESLOPES S TO OOVER THREENVEY EFEETAR T NR VERTICAL HEIGHTTFLOWS OR VOR 3� 3591 O 61 62 63 64 65 6 T. 7S, R. 2W, S. 20 THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 58 - 67 T. 75, R. 2W, S. 21 ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. �>- 57 68 T. 7S, R. 2W, S. 22 B. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF a 38 36 FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. C 54 p'4 39 VICINITY MAP C. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. 5 52 53 EpvA 41 40 35 7p PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES 50 51 9oND 42 FROM SILT DEPOSITION AND PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. / qq 43 3 C 34 1 7 LD /' SOT 37 �3 N. T.S D. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT T R 37 1 45 29 6 33 nYq/� ADJOINING PROPERTIES DURING THE GRADING PROJECT. _ 0 47 46 Z _W,1 ��� E. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE m 21 r 48 28 am 32 2 E, :, AC, TRAC T WORK TO BE DONE PLACED WITHIN THE LIMITS OF EASEMENTS. m m F. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.5%). ^' < v 3 THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE a 20 73 22 23 24 25 6 27 a .w^ 32 BOUNDARY ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA AND 7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 4 Q� T R 37 341 - 1 1 33 RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS, THE LATEST COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY,AS DIRECTED BY THE CITY ENGINEER. v _-MI 5 p & ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE REQUESTED VIA EMAIL r 19EA wAV 6 \2 pE. 14 15 1 23 24 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK TO THE PUBLIC WORKS DEPARTMENT AT LDINSPECTIONS®TEMECULACA.GOV (PLEASE INCLUDE YOUR PERMIT N� 4 �O4 p 9 CONSTRUCTION ("GREEN BOOK'),AND THE STORMWATER POLLUTION . O 22 0 25 PREVENTION PLAN (SWPPP). IN THE SUBJECT LINE). 18 17 16 15 14 13 12 10 3 31 w SUBMIT THE FOLLOWING: 5 18 21 0 26 28 AFN PRIVATE ENGINEER'S NOTE TO CONTRACTOR A. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE)TO INCLUDE A STATEMENT THAT THE SOMMERS BEND 7 B g 1 11 12 13 29 943 140-010 19 P7 , -A-S ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, 20 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO ELEVATION AND LOCATION OF CDT/FILL SLOPES. --- DAVBROOK TERRACES THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE B. TWO SETS OF PAD COMPACTION CERTIFICATION IRE., FINAL RECOMMENDATIONS OF MINAR SOILS INCLUDE A - --- STATEMENT THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. --- ---- PUBLIC IS PTED.ALL CONTRACTORS AND SUBCONTRACTORS 9. FINAL INSPECTION PRIOR TO OCCUPANCY.REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. SHALL COMPLYLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 10. POST GRADING ACTIVITIES.POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING R 34 1 REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE 1 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION TEMECULA MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT 1 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. R 73 1- 3 _ _ _ IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE _ _ _ _ — - WITH SAID REGULATIONS AND ORDERS. ARCHAEOLOGICAL/CULTURAL RESOURCES GRADING NOTE: APN CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 1. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, 943-05D-018 COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH AFN AFN R-A-S AFN AFN COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ACHAEOLOGICAL RESOURCE ARE 943-030-009 943-050-01 d 943-050-008 943-050-009 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVICE THE CITY OF CITY OF SUCH R-A-5 R-A-20 R-A-5 R-A-5 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AREA THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE TO IMMEDIATELY CEASE. THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL NOTIFY THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. GRADING TOLERANCE NOTE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL NOTIFY THE PORPERTY OWNER THAT NO A PRE-GRADING/PRE-CONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY NEGLIGENCE OF THE OWNER OR ENGINEER. FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER THE SITE DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. ATTEND THE PRE -CONSTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND 2. IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION PROJECT SUPERINTENDENT. ENGINEER -OF -RECORD, SOIL ENGINEER, GRADING CONTRACTOR, AND THE UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY (INADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE FIND SHALL CEASE, AND THE UNDERGROUND UTILITY CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES QUALIFIED ARCHAEOLOGIST AND THE PECHANGA MONITOR SHALL INVESTIGATE THE FIND, AND SHALL BE THE GRADING PLAN CHECKER AND/OR GRADING INSPECTOR. THE FOCUS OF THE NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR MAKE RECOMMENDATIONS AS TO TREATMENT. PRE -CONSTRUCTION MEETING SHALL BE TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES 3. A QUALIFIED ARCHAEOLOGICAL TOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. TO STOP AND REDIRECT GRADING ACTIVITIES,IN CONSULTATION WITH THE PECHANGA TRIBE AND OF THE GRADING PROJECT AND TO PROVIDE AN APPROXIMATE TIMETABLE FOR THE COMPLETION OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY THEIR DESIGNATED MONITORS, TO EVALUATE THE SIGNIFICANCE OF ANY POTENTIAL RESOURCES THE ROUGH OFFICE RESPONSIBLE FOR A PRE-GRADING/PRE-CONSTRUCTION MEETING BY CALLING THE AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TH DISCOVERED ON THE PROPERTY. DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING INSPECTIONS. DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS 4. A PECHANGA TRIBAL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO GRADING SHALL BE DONE WITHIN A TOLERANCE OF 0.1'OF THE GRADES AND WORK, WHETHER OR NOT SHOWN HERE ON, AND FOR ANY DAMAGE OR STOP AND REDIRECT GRADING ACTIVITIES, ES,IN CONSULTATION WITH THE PROJECT ARCHAEOLOGIST ELEVATIONS SHOWN ON THESE PLANS.ALL SLOPES SHALL BE CONSTRUCTED WITHIN PROTECTION TO THESE LINES. AND THEIR DESIGNATED MONITORS, TO EVAULATE THE SIGNIFICANCE OF ANY POTENTIAL SCALE: 1'= 200' RESOURCES DISCOVERED ON THE PROPERTY. TOLERANCES R THE LOCATION SHOWN ON THESE PLANS.NO WAY DO THE ABOVE DEVELOPER/OWNER ENGINEER 5. THE LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, TOLERANCES RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING A INCLUDING ALL ACHAEOLOGICAL ARTIFACTS THAT ARE FOUND ON THE PROJECT AREA,TO THE FINISHED SURFACE THAT WILL NOT POND. 200 0 200 400 WOODSIDE HOMES RICK ENGINEERING COMPANY PECHANGA TRIBE FOR PROPER TREATMENT AND DISPOSITION. 1250 CORONA POINTE COURT, STE 501 1770 IOWA AVE, SUITE 100 6. ALL SACRED SITES ARE TO BE AVOIDED AND PRESERVED. GEOTECHNICAL ENGINEER'S CERTIFICATE CORONA, CA 92879 RIVERSIDE, CA. 92507 BURROWING OWL GRADING NOTE: PHONE: 951-710-1916 PHONE:(951)782-0707 THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN ESTIMATED GRADING QUANTITIES (24 HR PHONE °) FAX:(951)782-0723 NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE -GRADING CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL CONTACT: TRENT HEINER MEETING WITH PUBLIC WORKS. PROJECT SITES CONTAINING SUITABLE HABITAT FOR REPORT PREPARED BY LEIGHTON AND ASSOCIATES, INC, ENTITLED 'UPDATED ESTIMATED EXCAVATION: 25,800 C.Y. BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30 DAY PRECONSTRUCTION GEOTECHNICAL REPORT, SOMMERS BEND RESIDENTIAL DEVELOPMENT, PLANNING AREAS ESTIMATED EMBANKMENT: .................................................................. 25P800 C.Y. NOTIFICATION SURVERY THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO 14 THROUGH 24, 27 THOUGH 31 & 3389 TEMECULA, CALIFORNIA"DATED JUNE 289 2018 IMPORT: O C.Y. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO AREA OF GRADED/DISTURBED SITE; ............................................................................................................ 32.3 AC 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION BURROWING OWLS ARE PRESENT ON -SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, TOTAL ACREAGE:..- _-_. __-. ............. .. ......__-__32.3 AC CITY OF TEMECULA: (951)694-6444 UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NOTE: THE GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PERMIT EASTERN MUNICIPAL WATER DISTRICT: (951)928-3777 NESTING ON -SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING NAME: DATE: PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. SOUTHERN CALIFORNIA GAS: (800)427-2200 RECOMMENDATIONS MUST BE ADHERED TO: EXCULSION AND RELOCATION ACTIVITIES MAY NOT ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE GEOMETRIC VOLUMES AND DO NOT SOUTHERN CALIFORNIA EDISON: (800)655-4555 OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH ACCOUNT FOR LOSS DUE TO SHRINKAGE OR COMPACTION. GRADING QUANTITIES ARE CHARTER COMMUNICATIONS: (877)906-9121 THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH GEOTECHNICAL ENGINEER CALCULATED TO THE STREET UNDERCUT SECTIONS. AUGUST 31 EXCLUSION AND RELOCATION ACTIVITES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND THE APPROPRIATE REGULATORY AGENCIES (IF ANY)THAT EGG LAYING OR CHICK LEIGHTON AND ASSOCIATES,LLC SWPPP INFORMATION REARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED 41715 ENTERPRISE CIRCLE N.,SUITE 103 WDID "9 33C383303 24 HOUR CONTACT 1909)335-3456 BIOLOGIST. IF CONSTRICTION IS DELAYED OR SUSPENDED FOR MORE THAN 30 DAYS AFTER THE TEMECULA, CA 92590-5661 SURVEY,THE AREA SHALL BE RESURVEYED. PHONE: 951-296-0530 RISK LEVEL: LEVEL2 CONTACT: SIMON I. SAIID, PE,GE OSD: CAINE TSUTSUI LEGAL DESCRIPTION: OSP: CANE TSUTSUI THE LAND REFERRED TO HEREON BELOW IS SITUATED IN THE CITY OF TOPOGRAPHY INFORMATION BASIS OF BEARINGS TEMECULA, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS CURRENT CONDITION REFLECTS APPROVED ROUGH GRADING PLAN THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (NSRS 2011)EPOCH DESCRIBED AS FOLLOWS: BY RICK ENGINEERING COMPANY. PLAN ° LD18-0784 2010.00, COUNTY OF RIVERSIDE ZONE 6, AS DETERMINED LOCALLY APPROVED ON SEPTEMBER 9TH,2018. BY A TIE BETWEEN CONTINUOUSLY OPERATING REFERENCE LOTS 1-33 OF TRACT MAP NO. 37341-11 AND LOTS 1-73 OF TRACT MAP NO. 37341-16 STATIONS (COBS) 'P477" AND 'BILL"AS SHOWN HEREON. (I.E. N 28, 53'23"E) CAUTION= SHEET INDEX EXACT LOCATION OF EXISTING TITLE SHEET.................................................................................................................................... 1 UNDERGROUND FACILITIES IS DETAILS AND CROSS SECTIONS---------------------------------- 2 GRADING 3-7 UNKNOWN. CONTRACTOR TO EROSION &L SEDIMENT CONTROL PLAN -- 8-9 VERIFY IN FIELD. L018-3083 ESIGNED BY: 1770 wwAAVENUE- SUITE:m BENCHMARK: PROJECT NO. o UNDERGRWNOSERYICEALERT ROG P 51aVp( ® RIVERSIDE. CA9ZA7 LAff BY RENSlON3 ACCD Mff CITY OF TEMECULA 9Stma0707 AWN BY: � cFAxres,.7az.wv ELEVATIONS ARE RECOMMENDED BY. N7P 5/11/2020 DEPARTMENT OF PUBLIC WORKS y coMPA YBASED UPON TM 37341-11 & -16 DRAWING NO. cAuraLFREE ROG Y Np.i4i54 z "^^^° ""°"e°°""�"'"w" °" ""'"""'°'°°"' °" RIVERSIDE COUNTY cciO/ CHECKED BY: Exp. 12-31-21 PREPARED UNDER THE SUPERVISON OF �� BM T-25-81 NCS iI s} n ELEVATION=1305.535 ACCEPTED BY 0478 5/11/2020 � ROUGH GRADING PLAN �.rv1�,(NGVD 29)9-13-82 PA E TITLE SHEET SHEET NO. APPBOVEDBY: 4 P� ��5/7/2020NATHAN C. SMITH R.C.E. 74754 DATER.CE No. 4422J OFF \\cp.rickeng.com\projects\C.SD-HVi883C-RoripaWh-Ranch\CNN\Sheets\Grading\1i883C-grG-01.Egn PLOT DATE 07-MAY-2020 JN 17883C L I L NPDES INSPECTION NOTES 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP'S)FOR THE MANAGEMENT OF STORM WATER AND NON -STORM WATER DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMP'S IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMP'S MAY BE REQUIRED TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. 2. EROSION CONTROL BMP'S SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. 3. SEDIMENT CONTROL BMP'S SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE. 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREA EXPOSED TO THE EXTENT FEASIBLE. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED ON WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. T. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO THE STREETS, DRAINAGE FACILITIES, OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. B. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORM WATER (NON - STORM WATER DISCHARGES)ARE PROHIBITED. EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT THE CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 10. APPROPRIATE BMP'S FOR CONSTRUCTION RELATED MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO THE STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 11. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMP'S AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 13. BMP'S SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION, BMP'S SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. LEGEND: CUT/FILL BANK 2:1 (UNLESS OTHERWISE NOTED ON PL FINISH ELEVATION ..................................... FUTURE TOP OF CURB ELEVATION CUT/FILL LINE** DAYLIGHT LINE TRACT BOUNDARY EXISTING CONTOUR ..................................... FINISH CONTOUR EXISTING SPOT ELEVATION ................. DIRECTION OF DRAINAGE FLOW ...... PROPOSED STORM DRAIN ...................... LOT LINE.............................................................. EXISTING ACCESS ROAD ........................ CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO @`ERGRWND SERIOCEALERT cAu rat FREE i-aoa�naiai TWO WORKING DAYS BEFORE YOU DIG 1250.6 FG 1250.6 TC ��F J L— 250 — 1250 — X 12513 I IJ 11=I I011=11I ** NOTE: CUT/FILL LINE FOR PROPOSED GRADING IS SHOWN RELATIVE TO AERIAL TOPOGRAPHY COMPILED ON 10/12/2016 BY RICK ENGINEERING COMPANY. IS a VARIES 10, 90, a 3.0' PL PL I� PL 1.0' PROVIDE A TEMPORARY 4.5' D.5' PROVIDE A TEMPORARY BERM AT THE TOP OF BERM AT THE TOP OF w 2i1 o TO BE REMOVED FILL SLOPES 3' HIGH OR PAD AT PRECISE GRADING PAD GREATER TO BE REMOVED 712.07.1 AT PRECISE GRADING H= H= PER PLAN PER PLAN B-B PAD PAD --LEVEL 11 WHEN H<3' * WHEN H>3' w �1 1% SWALE MIN—,,�I TYPICAL SIDE YARD N.T.S. N FOR INTERIM ROUGH GRADE CONDITION PL PL TO BE REPLACED FOR PRECISE GRADING. 3.0' 4.0• 1• i1�0' PROVIDE A TEMPORARY 1. PROVIDE A TEMPORARY TYPICAL LOT GRADING DETAIL BERM AT THE TOP OF BERM AT THE TOP OF N.T.S. PAD TO BE REMOVED FILL SLOPES 5'HIGH OR AT PRECISE GRADING PAD GREATER TO BE REMOVED 2 2 AT PRECISE GRADING H= H= PL PL PER PLAN PAD PER PLAN LOT WIDTH VARIES PAD SEE PLAN V52:1 * WHEN H<5' « WHEN H>5' TYPICAL REAR YARD 0.5'* FL 1% MIN SLOPE N.T.S. a4V FINISH PAD GRADE MAX `SLOPE PER PLAN * - 0.5' BERMS ARE TEMPORARY AND TO BE REMOVED WITH PRECISE GRADING. « TEMPORARY SWALE TO BE REMOVED WITH PRECISE GRADING. A A SECTION N.T.S. * - 0.5'BERMS ARE TEMPORARY AND TO BE REMOVED WITH PRECISE GRADING. * TEMPORARY SWALE TO BE REMOVED WITH PRECISE GRADING. a SECTION N.T.S. V R/W I PL PROP. TOP OF PVM'T. SOILS UNDERCUT SURFACE TYPICAL UNDERCUT SECTION DISTANCE FROM TC TO HIGH PAD IS 3,21OR LESS N.T.S. Q PROP.TOP I OF PVM'T. J1' w UNDERCUT SURFACE TYPICAL UNDERCUT SECTION SIDEYARD AND NO HOUSE FRONTAGE R°G �, < Y�^' S1CW. ® 1770 IMAAVENUE-SUITEILU E. RIVERSIDE. 8250] �C h ENO NE6RING sIVERSI OOMPANY ffAXHst.]az.0]v 1 BY:� Exp. 12-31-21 8,� IED BY: PREPARED UNDER THE SUPERVISON OF NCS art. �, CAUfoPdtiK-�'/' 5/7/2020 oveD er: NATHAN C. SMITH R.C.E. 74754 DATE N.T.S SOILS R/W 3' PUBLIC UTILITY EASEMENT 2'BENCH B' z/ I Mq+ I 27_ 0.27' BELOW (TYP) 2% 2% SOILS BELOW TC J�yl I UNDERCUT SURFACE Imo^ TYPICAL UNDERCUT SECTION LOCAL ROAD N.T.S. R/W CL R/W UNDERCUT SECTION FOR LOCAL LUCIDA DR. SONDER WAY (MODIFIED) N.T.S. rqn It p ffpT In RECOMMENDED DATE 5/11/2020 ACCEPTED BY 0478 5/11/2020 RObPEClOR EIvSSS/ cw EMS R.CE No. 4422J 3' PUBLIC UTILITY EASEMENT 2' BENCH CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TM 37341-11 & -16 ROUGH GRADING PLAN NOTES AND CROSS SECTIONS L018=3083 PROJECT NO. a DRAWING NO. E SHEET NO. 9 _2 OF_2 \\cp.rickeng.com\projects\0_SD_HVi8830_Rorlpaagh_Ranc11\Cv[KSheets\Grading\1i883C_grJ_02Jgn PLOT DATE 07-MAY-2020 JN 17883C L I F TRACT BOUNDARY DAYLIGHT TO DAYLIGHT EXISTING MASS / 16, GRADE SURFACE TRACT 10, PAD ACCESS 1 LOT 71 I PER PLAN ROAD,p'F OPEN SPACE LONG VALLEY WASH BOUNDARY 2 ti p IMPROVEMENTS PER Q}� f. PROPOSED SEPARATE PLAN LD-15-0337 SURFACE 16' ° 11Ap FUTURE LONG 'VALLEY EXISTING AACC&S 9:� EDUESTRIAN TRAILWASH GROUND 90%HCOMPACTEDR SECTION A -A SOIL / N.T.S. 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APE=1249.4 EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. L018=3083 DESIGNED BY: 1770IMAAVENUE- SUITE ,m BENCHMARK: PROJECT NO. o UNDERGRWNOSERYICEALERT ROG P1 51aYpL ® RIVERSIDE. CA92AW LAZE BY REY1SlOA5 AWD Mff CITY OF TEMECULA 9St7Sv07m AWN BY:�' cFAxres:.7az.wv ELEVATIONS ARE RECOMMENDED BY. DATE 5/11/2020 DEPARTMENT OF PUBLIC WORKS h ENONE6RING OOMPANY cAUTOLLFREE ROG Y i No. 747s4 •"" BASED UPON DRAWING NO. 1aoa4zsal CHECKED BY: ExD.,2-3,-2, Nm��5»WN ehpo n°° RIVERSIDE COUNTY TM 37341-16 PREPARED UNDER THE SUPERVISON OF �� BM T-25-81 NCS iI =} sx:,mmm 9 ELEVATION=1305.535 ACCEPTED BY.=M` DATE.'5/11/2020 B e ROUGH GRADING PLAN g? crvn. �p (NGVD 29)9-13-82 RA Ynwwt E @, LOTS 20-21 37-64 SHEET N0. APPBOVEO BY: 4 pP� tidy-L_ � 5/7/2020 MFELTOR OF FUBlM NLWIfS/QT/EA „�,aea f IWO WORKING DAYS BEFOREY000/G GAUP NATHAN C. SMITH R.C.E. 74754 DATE R.CE No. 4422J ^' _1 OF_;L \\cp.rickeng.com\projects\C.SD_H\ 17883C_RorIpaugh_Rcnch\CNI NSheets\Grading\17883C_grG_03.Ggn PLOT DATE 07-MAY-2020 JN 17883C L I F PL 6' BENCH pti F Epp}� DAYLIGF EXISTING EXISTIN BOTTOM GROUND GRADE BASIN SECTION D-D N.T.S. R/W PAD '? PER PLAN Mqk Z J EXIS GR01 SECTION E-E N.T.S. SCALE: I"= 40' 40 0 40 80 CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO OaERC'RWND SERIOCEALERT cAu rat FREE i-aoa�naiai V ROG 1770 VE-SUITE IU RIVERSIDE. CA820] � h ENOIVE6RING sT07U az ffAXHst.]az.0]v COMPANY Y: Exp. 12-31-21 8,� IED BY: PREPARED UNDER THE SUPERVISON OF NCS i s} ? CIVM1 P 4�4'CAUfOP� �K-���/' $/7/2020 OVEO BY: NATHAN C. SMITH R.C.E. 74754 DATE IL1FISt.')7-li% A � 1n WMA RECOMMENDED II47P 5/11/2020 ACCEPTED BY. t/N` DA7E.5/11/2020 PAWa IRGIf4t FZ ObPEClOR OF PUBlM BLWIYS/ QT/ EMS R.CE No. 4422J L018=3083 CITY OF TEMECULA PROJECT NO. DEPARTMENT OF PUBLIC WORKS TM 37341-11 & -16 DRAWING NO. ROUGH GRADING PLAN LOTS 3-199 22-339 73 SHEET NO. OF \\cp.rickeng.com\projects\C.SD_H\1i8830_Roripaugh_Rcnch\CNI NSheets\Grading\17803C_grd_04.dgn L PLOT DATE 07-MAY-2020 JN 17883C J F PL PAD .AMP* PER PLAN PAD ti' PER PLAN SURFACED SECTION C-C N.T.S. R/W 12' SOMMEF MPS BEND PAD q%' EXISTING PER PLAN GROUND PROPOSED SURFACE SCALE: 1"= 40' 40 0 40 1 CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO UNOERGRWND SERYICEALERT RGG` ��< Y� 5/CW.. ® 9 ia IMAAVENUE-SUITEIM RIVERSIDE.CA8250] o '�'C sstroim AWN BY: h ENOIVE6RING ffA%Hst.193.0iR8 ('iOMPANY GILL TOLL FREE ROG No. i4i54 z i` ""` 8,� i-B06422-0133 Exp. 12-31-21 CHECKED BY: PREPARED UNDER THE SUPERVISON OF NCS i T} �SJ�. UYOP�\p A/�K-� � $/7/2020 APPROVED BY: RNO WORKING DAYS BEFORE Y000/G NATHAN C. SMITH R.C.E. 74754 DATE RECOMMENDED DATE 5/11/2020 ACCEPTED BY. DA7E.5/11/2020 PAWa IR(MN.S FZ MFELTOR (Y %RUC HOSSs/ QT/ E R.CE No. 4422J L018=3083 CITY OF TEMECULA PROJECT NO. DEPARTMENT OF PUBLIC WORKS TM 37341-16 DRAWING NO. ROUGH GRADING PLAN LOTS 1-29 34-369 65-70 SHEET NO. OF -�L \\op.rickeng.com\projects\C.SD_H\1i8830_Roripaugh_Rcnch\CNI NSheets\Grading\17803C_grd_05.dgn L PLOT DATE 07-MAY-2020 JN 17883C J F PL F PAD 1!f`P PAD PER PLAN ti PER PLAN PROPOSED SURFACE SECTION G-G N.T.S. R/W & PL TRACT BOUNDARY PAD SOMMERS �1.P� PER PLAN BEND EXISTING PROPOSED GROUND SURFACE SECTION J-J' \ / N.T.S. f 1269 CAUTION. .. i �q s � PE=1272.0 V F `' 2 U 2 PE=1254.0 3 PE=1254.0 NG WALL— H=5' MAX 52.7 FG 1 PE=1252.4 WALL ► c, 6 � 1 PE=1272.5 8 7 B PE=1271.0 PE=1270.2 ...,^ a O; � 1276— �� TRACT 373 LONG VALLEY WASFf PER\SLEPARATE PLAN ?ps�ryD15=0337 l tr Ja\ i124. 1 R \\ 80 88 3 - \ \14 0 0 IN L\ r21 +14. CI A� 10+92.86 TC 1245. 0 12+55.33 C J ! �c CIF i 1011 12 y PE=1267.5 :Zn PE=1265.9 g PE=1265.2 47 14CfI.x U TER DAYLIGHT � � �— — 12 126D--------- - / I F '' F l I "C F _ 15 - 87 / I Z 13 PE=1264.0 TRACT 37341-12 P f SEPARATE PLAN �I LD15-0784 L — 128 128 129 129 \ C 1► ca IC Lu "11 C Lu ca S _ F 1 �126q� F u EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. L018=3083 UNOERGRWNO SERYICEALERT o cAu iGLL FREE 1-806422-0133 RNO WGRKING DAYS BEFOREY000/G ESIGNED BY: ROG �,< / Y.^' SCW. •�'C �' h Y No. 7as4 Exo.74754zt iI s} g? crv1� �p 4 pP� CA0 molowAAVENNE-sUITP Im RNERSI AVAN9250] 951.7az0707 ® cPAxres:.7az.wv ENGINEERING COMPANY BENCHMARK: ELEVATIONS ARE BASED UPON RIVERSIDE COUNTY BM DE CO 1 ELEVATIT-25-85.535 INGVD 2919-13-82 M� ACC71 �� RECOMMENOm BY. t�7P 5/11/2020 L ACCEPTED BY. PATE. S/11/2020 PA nwwt E ObPEGTOR OF PUBLIC MTIRNS/QT/flN�1aea R.CE No. 4422J CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PROJECT NO. DRAM BY: ROG a* T - B A ^' TM 37341-16 ROUGH GRADING PLAN LOTS 3-19 22-33 73 r f DRAWING NO. '^^' �� �.mmm o non CHECKED BY: NCS PREPARED UNDER THE SUPERVISON OF tidy-r$/7/2020 NATHAN C. SMITH R.C.E. 74754 DATE SHEET NO. -6— OFF APPfl0VE0 BY: \\cp.rickeng.com\projects\C.SD-HA78830_RoripaWh-Ranch\CNI NSheets\Grading\17883C-grG-06.Egn PLOT DATE 07-MAY-2020 JN 17883C L F CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO OaERC'RWND SERIOCEALERT cAu rat FREE i-aoa�naiai TRACT 37: ROG" Ym^ -I RIVE IOIDE.CA VE-SVITE ILU RIVERSIDE. 8250] h ENO NE6RING sstTazpim ffAXHst.]az.p]v OOMPANY 1 BY:� Exp. 12-31-21 8,� IED BY: PREPARED UNDER THE SUPERVISON OF NCS i s} ? CIVM1 P 4��CAUFOP� tidy-�� $/7/2020 OVEO BY: NATHAN C. SMITH R.C.E. 74754 DATE IMP ff#T In RECOMMENDED ACCEPTED BY.. tWK, PAWa IRG1f4t FZ ObPEClCR OF PUBlM MCWIYS/ QT/ E R.CE No. 4422J DATE 5/11/2020 DAM 5/11 /2020 PL BOUNDARY 16' PROPOSED ACCESS .C� ppp SURFACE ROA� PER PLAN LONG VALLEY ! EXISTING RSTI— GROUND CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TM 37341-11 ROUGH GRADING PLAN LOTS 14-29 SECTION H-H' N. I.S. PL 1lnp'I- PER PDLAN PAD PER PLAN PROPOSED SURFACE SECTION I -I' N.T.S. L018=3083 PROJECT NO. a DRAWING NO. E SHEET N0. � L OF -�L \\cp.rickeng.com\projects\C.SD_HVi8830_Roripaugh_Rcnch\CHINSheets\Grading\1i883C_grG_Oi.Ggn PLOT DATE 07-MAY-2020 JN 17883C L I F EROSION CONTROL NOTES 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE 13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN OR TO ANY TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES WATERCOURSES. STREETS, GUTTERS, CONCRETE —LINED V—DITCHES, STORM DRAINS, HAVE BEEN APPROVED BY THE CITY ENGINEER. FLOW —LINES, INLETS, OUTLETS, ETC.). ALL NON —PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR—ROUND. 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR 'GENERAL;"GRADING" AND 'PAVING" REQUIREMENTS. 2.BEST MANAGEMENT PRACTICES (BMP'S). YEAR—ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S),MUST BE INSTALLED PRIOR TO 15.AFTER RAINSTORM.THE CONTRACTOR SHALL REMOVE ALL SILT,STANDING WATER,AND ANY FIELD ACTIVITIES.BMP HANDBOOKS CAN BE DOWNLOADED AT DEBRIS FROM EROSION CONTROL FACILITIES.THE CONTRACTOR SHALL BE RESPONSIBLE WWW.CABMPHANDBOOKS.COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL TO PREVENT PUBLIC ACCESS INTO AREAS WHERE STANDING WATER POSES A (ESC)MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT POTENTIAL HAZARD. EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, 16. INACTIVE AREAS. ALL DISTURBED AREAS THAT REMAIN INACTIVE FOR 14 CONSECUTIVE EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE DAYS OR LONGER SHALL HAVE STABILIZATION PER THE DIRECTION AND SATISFACTION PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE OF THE PROJECT QUALIFIED SWPPP PRACTITIONER (QSP). FOR ANY DISCHARGES FROM SUBCONTRACTORS. 17. SCHEMATIC PLAN. THE EROSION AND SEDIMENT CONTROL PLAN IS A SCHEMATIC PLAN. 3.EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, PROPER SPACING AND QUANTITY FOR ALL TEMPORARY BMPS SHOWN ON THIS PLAN REPAIRED OR MODIFIED YEAR—ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, SHALL BE DETERMINED BY THE CASOA STANDARDS AND DETAILS REFERENCED ON THIS ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC PLAN. STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 18. AMENDMENTS. THIS PLAN REPRESENTS THE RECOMMENDATIONS OF RICK ENGINEERING A.)STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS COMPANY FOR THE TITLED PROJECT. STORM WATER POLLUTION PREVENTION IS THE LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR RESPONSIBILITY OF THE PROPERTY OWNER OR THEIR DELEGATED RESPONSIBLE PARTY. TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR THE RECOMMENDATIONS PRESENTED ON THIS PLAN SHOULD BE CONSTANTLY REVIEWED SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE AND AMENDED AS APPROPRIATE BY THE PROPERTY OWNER OR THEIR DELEGATED SITE. RESPONSIBLE PARTY AS SITE CONDITIONS CHANGE. B.)SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEI BAG CHEVRONS (FILLED WITH MINIMUM 61*64"GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15—FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL —BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT—OF—WAY OR BACK OF CURBS. 4.STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT.A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER,A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED 'STORM WATER POLLUTION PREVENTION PLAN"(SWPPP) DEVELOPER (OSD)SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT.A SW PPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: WWW.WATERBOARDS.CA.GOV/WATER ISSUES/PROGRAMS/STORMWATER/CONSTRUCTION. 5.PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED.A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED.ALL DISTURBED AREAS OF AN INACTIVE SITE,AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL,SHALL ALSO BE PROTECTED. &CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR—ROUND TO PREVENT TRACK —OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK —OUT ONTO INTERIOR STREETS.ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VA000M SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS,AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 7.DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASOA'S CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC.SIGNAGE INDICATING 'PONDED WATER —DO NOT ENTER,"OR AN EQUIVALENT WARNING NOTICE,SHALL BE POSTED. &MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS,PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS,SIDEWALKS,RIGHT—OF—WAYS AND FLOW —LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES.ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. 9.CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER —TIGHT BINS.WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH —OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE,AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT—OF—WAYS, FLOW LINES,ETC.PRIOR TO ANY FORECAST RAIN,BINS AND WASH —OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS. 10SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED.ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENUPERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL 2' MIN EXCAVATED AND BACKFILLED TRENCH EXISTING GROUND GEOTEXTILE FABRIC EXCAVATED AND BACKFILLED TRENCH FLOW DIRECTION *NOTE: REFER TO CASOA STORMWATER BMP HANDBOOK SE-1 FOR MORE INFORMATION SILT FENCE INSTALLATION ITTER SECTION D—D NOT TO SCALE LOCITY TABLE CHECK A DAM SPACING GRADE INTERVAL ESS THAN 2% 200' I.0% TO 4.0% 75' .0% TO 6.0% 40' I.07. TO 10.0% 25' *NOTE: REFER TO CASOA STORMWATER BMP HANDBOOK SE-4 FOR MORE INFORMATION INSTALL FIBER ROLL ALONG A LEVEL CONTOUR VELOCITY CHECK DAMS C IN GUTTER 11 $ NOT TO SCALE ROLL NEAR TRANSITTIONS SLOPE BE 100% SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF *NOTE:REFER TO CASOA STORMWATER BMP SE-5 FOR MORE INFORMATION OCCUPANCY. 11.PORTABLE MIXERS.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL —BAGS PLACED ON THE DOWN —HILL SIDE OF THE LINERS TO CONTAIN D DISCHARGES. $ 12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E.,V—AND BROW —DITCHES, TERRACE DRAINS,RIBBON GUTTERS,CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE. MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR—ROUND. CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO UNDERGRWND SERYICEALERT RQG �, < Y.^' S1CW. ® 1770 IMAAVENUE-SUITEmA RIVERSIDE. 8250] RIVERSIDE. o �C AWN BY: � h ENO NE6RING ffA%Hst.793.07R8 OOMPANY GILL TOLL FREE ROG No. i4i54 z i` ""` 8,� am v i-B06422-0133 Exp. 12-31-21 CHECKED BY: PREPARED UNDER THE SUPERVISON OF NCS i T} d>STt.jvlUFOP�\p rc� 5/7/2020 APPROVED BY: IWO WORKING DAYS BEFORE Y000/G NATHAN C. SMITH R.C.E. 74754 DATE TYPICAL FIBER ROLL INSTALLATION TABLE B FIBER ROLL SPACING GRADE INTERVAL LESS THAN 4:1 20' OR EQUAL TO BETWEEN 15, 4:1 AND 2:1 2:1 AND GREATER 10, NOT TO SCALE ,�2'X2"WOOD STAKE 30" MIN EXISTING GROUND " 18"MIN L SECTION A -A NOT TO SCALE CURB LINE 10' WEIR (1 BAGS HI GRAVEL FILLED BURLAP BAGS COARSE AGGREGA 3"MIN, 6"MAX * WIDTH �DF ROAD NATIVE FILTER FABRIC UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER A: AF NOTE: 3K NOTE: OR FOUR TIMES THE CIRCUMFERENCE MINIMUM WIDTH OF ROAD — 30 FEET OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICEVER IS GREATER *NOTE:REFER TO CASOA STORMWATER BMP HANDBOOK TC-1 FOR MORE INFORMATION STABILIZED CONSTRUCTION B ENTRANCE/EXIT $ NOT TO SCALE GRAVEL FILLED BURLAP BAGS (2 BAGS HIGH) 'RAVEL FILLED BURLAP BAGS SECTION D-D NOT TO SCALE SECTION C-C NOT TO SCALE I 2 BAGS HIGH 2 BAGS HIGH 2 BAGS HIGH GRAVEL BAGS AROUND CATCH BASINS r COARSE AGGREGATE 3 MIN 6 MAX . FILTER FABRIC NATIVE SECTION B-B NOT TO SCALE GUTTER FLOWI LINE 10' WEIR (1 BAGS HIGH) C C GRAVEL FILLED GRAVEL FILLED BURLAP BAGS BURLAP BAGS (2 BAGS HIGH) SECTION E-E NOT TO SCALE NOT TO SCALE SECTION F-F NOT TO SCALE L018-3083 LAT BY awolm AMD LATE RECOMMENDED BY. 2artNUV DATE 5/11/2020 ACCEPTED BY 04785/11/2020 °" , PE MFELTOR (Y NLWIfS� QT/ EAR R.CE No. 4422J CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PROJECT NO. B c „®lase ^' TM 37341-11 & -16 ROUGH GRADING PLAN EROSION CONTROL DETAILS DRAWING NO. SHEET NO. OF \\op.rickeng.com\projects\C.SD_H\1i003C_RoripaWh_Rcnch\CNN\Sheets\Grading\1i803C_grd_O8.dgn L PLOT DATE 07-MAY-2020 JN 17883C J TRACT 37341-1! SP TI BOUNI CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO EROSION CONTROL LEGEND AND QUANTITIES NOITY SYMBOL SILT FENCE PER CASOA SE-1 60800 LF GRAVEL BAG 39000 EA DIRECTIONOF FLOW.............................................................................................................................................................................................. FIBER ROLL PER CASOA SE-5 12,300 LF HYDRAULIC MULCH PER CASOA EC-3.................................................................................................. 83,000 SF PAD STABILIZATION SOIL BINDER PER CASOA EC-5 630v OOO SF STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASOA TC-1........................... 2 EA *NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. CONTRACTOR TO VERIFY QUANTITIES IN ACCORDANCE WITH CASOA STANDARDS AND SPECIFICATIONS AND DETAILS ON SHEET 8. UNDERGRWND SERYICEALERT` RGG ®1770 UITE:Le IMAAVENUE-SUITE RIVERSIDE.CA 8207 C 951.7MO707 AWN BY: h ENOfVE6RING OOMPANY GILL TOLL FREE ROG No. i4i54 z i` ""` 8,� i-B00422-0133 Exp. 12-31-21 CHECKED BY: PREPARED UNDER THE SUPERVISON OF NCS { s} 4'VTF �I\FOP��p tidy-r� 5/7/2020 APPBOVEO BY: RNO WORKING DAYS BEFORE Y000/G NATHAN C. SMITH R.C.E. 74754 DATE 1!:Ilst.l)7 TYPICAL LOT STABILIZATION NOT TO SCALE RENSYONS ACCD 047E RECOMMENOm " oR TUBE OF SLOPE FIBER R[LL MT FENCE—,,�+ v PAD STARmnATmN HYDRAULIC MULCH TYPICAL LOT AT R/W DETAIL NOT TO SCALE O47P 5/11/2020 ACCEPTED BY. LN7B 5/11/2020 PAWa IRDN4S F.E MFELTOR (Y %RUC MgiA9 / QT/ EMS R.CE NO. 4422J SCALE: 1"= 100' So 0 100 200 L018=3083 CITY OF TEMECULA PROJECT NO. DEPARTMENT OF PUBLIC WORKS TM 37341-11 & -16 DRAWING NO. ROUGH GRADING PLAN EROSION AND SEDIMENT CONTROL PLAN SHEET NO. 3 OF -�L \\op.rickeng.com\projects\C.SD_H\1i883C_RoripaWh_Rcnch\CNII\Sheets\Grading\1i883C_grd_09.dgn PLOT DATE 07-MAY-2020 JN 17883C L I