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HomeMy WebLinkAboutBook 15 Page 726 Lot 5-8 Precise Grading PRECISE GRADING AND EROSION AND SEDIMENT CONTROL PLAN - GRADING NOTESO DA L TON 3-MIXED-USE BUIL DING T ACTIVITIES SHALL CONFORM TO THE GRADING EROSION LEG 1. ALL GRADING AND RELATED AC S S L O E � SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER FF FINISHED FLOOR ELEVATION RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. LOTS 5 8 BLOCK 22 MB15 PAGE 726 FS FINISHED SURFACE o P SECT HP HIGH POINT �PcyyC� La TION CIF CURB FACE 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE I FL FLOW LINE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' TC TOP OF CURB s� AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL PAD PAD ELEVATION EXTERIOR WALLS AT NOT LESS THAN '/4" PER FOOT FOR A MINIMUM OF 3 FEET. EXISTING CONTOURS ® T �' 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. ALLEY PROPOSED RETAINING WALL p�N ��`.) tp 9� -- _ - - -- PROPOSED FIRE HYDRANT /X PROJECT BOUNDARY TW TOP OF WALL 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR �._..._ TF TOP OF FOOTING A A STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' ' I 4 FG FINISH GROUND IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF F�c I [ INV INVERT ELEVATION AWAY FROM THE TOP OF SLOPES. ; 5 TG TOP OF GRATE - .. q 5. ALL GRADING SHALL BE L E GIINEER, ORENGIN DONE RING GEOLOGIST WHO SHALL �C REGISTERED CIVIL ENGINEER ERTI Y TF A HATALLFIILLS S HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. I I ! a l jVICINITY MAP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC I I _.---------( ._. . m...( i. "° CALE WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN '� NOT A PART v l k NOT PART _ NOTE:SPECIAL ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING w PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL 8 NOT A PART 1 THE APPLICANT AND/OR LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING ALL ARCHEOLOGICAL ARTIFACTS, TAT ARE FOUND ON THE PROJECT AREA TO THE PECHANGA SLOPES. a I ��a - C!� BAND OF LUISENO INDIANS FOR PROPER TREATMENT AND DISPOSITION. I 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. C4 ! p 2• IF ANY HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, ALL GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE DISCOVERY MLL BE TERMINATED IMMEDIATELY AND THE COUNTY CORONER'S OFFICE AND THE PECHANGA BAD OF LUISENO INDIANS AND MIRANDA, TOMARAS, .GAS do WENGLER, LLP RA IN HALL BE ONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE - WILL BE CONTRACTED TO ARRANGE FOR THE TREATMENT OF SUCH REMAINS. i3. AELI GRADING D PRELIMINARY SOILS INVESTIGATION BY LGC INLAND INC � I i� � ,- {_,..... __.__ 3. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE ARCHEOLOGICAL/CULTURAL DATED JAN. 26. 006 TWO SETS OF THE FINAL COMPACTION REPORT _.. .l � RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALLJ' - CULTURAL OR ARCHEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS ~~ ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER _ DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HISIHER BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY REPORT. 5TH STREET NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED ----- SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ACHAEOLGICAL/CULTURAL RESOURCE, 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 4$ HOURS IN THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION LGC INLAND INC. AUTHORIZE THE RESUMPTION OF WORK, UPON DETERMINING THAT THE DISCOVERY IS A MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ARCHEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 41531 DATE ST. THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER MURRIETA, CA 9262 CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING, 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND (951) 461-1919 INDEXMAP4. DURING CONSTRUCTION AND GRADING PHASES, THE PROJECT SITE SHALL BE WATERED DOWN IN THE SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE FAX (951)461-7677 MORNING BEFORE GRADING AND/OR CONSTRUCTION BEGINS AND IN THE EVENING ONCE CONSTRUCTION GRADING PHASE, AND/OR GRADING IS COMPLETE FOR THE DAY. THE PROJECT SITE SHALL BE WATERED DOWN NO LESS QUANTITIES SCALE: 1"= 40' THE 3 TIMES (NOT INCLUDING THE MORNING AND EVENING WATERED-DOWN) DURING CONSTRUCTION 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE CUT:50 CY SEE SHEET NO. 3 EROSION CONTROL PLAN AND/OR GRADING ACTIVITIES TO REDUCE DUST. APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE FILL:260 CY 5. ALL FILL BEING TRANSPORTED TO AND/OR FROM THE SITE SHALL BE COVERED AND THE WHEELS AND WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4° IN VERTICAL IMPORT: 210 CY STATE WATER RESOURCES AND THE WHEELS AND LOWER PORTION OF TRANSPORT TRUCK SHALL BE SPRAYED WITH WATER TO HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES IMPORT FROM DALTON BLDG. SITE NEXT DOOR REDUCE/ELIMINATE SAIL. FROM THE TRUCKS BEFORE THEY LEAVE THE CONSTRUCTION AREA. PER THE U.P.C. LD05-076GR, 41925 5TH ST. 6. THE APPLICANT SHALL VERIFY THAT ALL EARTH MOVING AND LARGE EQUIPMENT ARE PROPERTY TUNED TEMECULA, CA AND MAINTAINED TO REDUCE EMISSIONS, IN ADDITION, ALTERNATIVE CLEAN-FUELED VEHICLES HALL BE WDID # NOT REQUIRED LESS THAN 1 AC. USED WHERE FEASIBLE. CONSTRUC77ON EQUIPMENT SHOULD BE SELECTED CONSIDERING EMISSION 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES FACTORS AND ENERGY EFFICIENCY. CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB- 7. ELECTRICAL AND/OR DIESEL POWERED EQUIPMENT SHOULD BE UTILIZED IN-LIEU OF GASOLINE-POWERED TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE R/W CC' RIW ENGINES. DOCUMENTATION CONFIRMING THE EQUIPMENT TYPE SHALL BE SUBMITTED TO THE PLANNING AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. DEPARTMENT. SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. 101 4 ' _ 32•89' 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES PAVING NOTES 20` 1 20' ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 1. MINIMUM PARKING LOT GRADE SHALL BE ONE 0.0) PERCENT 4' 1 C„ 18 C' 4' . GENEMU NOTES DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING PROPOSED FU URE SIDEWALK EX. EX. EX, SIDE ALK 1 OPERATIONS. 2, MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT , ROLL CURB A,C, PAVEMEN ROLLCURB THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK Iia° ER FT pia° PER �T. AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM SLOPE - 2 2% SLOPE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR --- - ` - 177 THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF TO PLACEMENT OF PAVING. / CONSTRUCTION. PHONE (951) 694-6411 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS FIFTH STIMET (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN (14) DAYS 2, ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY TEMECULA ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED TYPICAL SECTION PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED IN VERTICAL HEIGHT. AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CCTOBER 1998, AND SUBSEQUENT AMENDMENTS. CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS, CONSTRUCTION NINES: QUANTITIES 3• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO 16, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT INSTALL STREET CENTERLLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, 5. THE SUBDIVIDER 0R CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA CONSTRUCT TYPE D®-6 CURB PER CITY OF TEMECULA STD. 204A 110 LF ORDINANCE No. 461. I THE ELEVATON (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN 4 RESPECT ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE CITY RIGHT-OF-WAY' 0 CONSTRUCT 3" AC PAVEMENT OVER 6" CL2 AGG BASE 1735 SF IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE ADJACENT GROUND SHALL BE GIVEN. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT 6, THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, CONSTRUCT PRIVATE 4" THICK SIDEWALK AND HARDSCAPE 885 SF FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND OFFERS OF DEDICATION FOR PUBLIC USE. 17, EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE THE THE REQUIREMENTS DURING PLACEMENT OF ASPHALT. CONSTRUCT 3' RIBBON GUTTER 101 LF 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO, 04p-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED RELOCATE EXIST. TELE, RISER 1 EA THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES, THE CITY ELECTRIC, GAS AND DRAINAGE. SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 144 LF 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 694-6411. CONSTRUCT VEGETATED INFILTRATION SWALE PER DETAIL THIS SHEET 6. APPROVAL THE THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 7 INSTALL 10"X10" AREA DRAIN CB 3 EA APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF S, A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT INSTALL SEDIMENT CONTROL SAND BAGS (2 BAGS HIGH) 20 LF APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER COMMENCEMENT OF ANY CONSTRUCTION/GRADING. OF ASPHALT PAVING, FOR REVIEW AND APPROVAL. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE INSTALL SILT FENCE 480 LF 7. CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED PUBLIC RIGHT-OF-WAY. COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED i0 INSTALL GRAVEL 3" THICK AT OWY FOR TEMP. SEDIMENT CONTROL 1000 SF 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE BY COMPACTION TESTING. S. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR t1 INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE 1 EA ROUGH GRADING DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF N0. 401 IF EXPANSS IVE SOILS ARE ENCOUNTERED. REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN 9° PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. APPROVAL. CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 10. PURSUANT TO THE CITY OF TEMECCLA ORDINANCE NO. 90-12, THE DEVELOPER SHALL INSTALL 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER, ASSESSOWS PARCEL NUMBERS ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY ® ALL REQUIRED CABLE TV FACILITIES. 922-024-010 8e OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE THE DIRECTOR OF PUBLIC WORKS. 922®024®011 SHEET INDEX CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203®6 OF THE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALTPROPERTY AREA: '€�azl SHEET No. DESCRIPTION SURFACE COURSE SHALL BE C2�-AR-4000, MINIMUM THICKNESS IS 2 INCHES, MAXIMUM 0.32 AC NET 2�465 4l0 TOM FRONT STREET {9�1� 5{ -4869 (9�1� 0&®4979 FAX MR. BILL DALT®N THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL 0.32 AC GROSS SUITE 315 c% NATIONWIDE LENDING GROUP 1 COVER SHEET [E�ECULA, CA 92590 41911 5TH ST. 3 PRECISE GRADING PLAN CONTAIN A BASE COURSE OF B-AR-�4000, MINIMUM THICKNESS OF 2 INCHES. SUITE .302 EROSION CONTROL PLAN n r r n rVlc r 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY BENCHMARK UTILITY PURVEYORS TEMECULA-77, CA 2592 C CU PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES 0R PATH OF TRAVEL (951) 491 -7777 APRIL 2005 FIELD SURVEY AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED RIV. CO. BENCH MARK J-63, SEC. I, T->3-S, R-3-W SMB AT TEMECULA RIVERSIDE (666) 697 30i3 foxBUILDING AND SAFTEY Call: TOLL FREE PARKING AND PATH OF TRAVEL AREAS. CTY, ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST WATER - RCWD SITE ADDRESS�� OFFICE BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE SEWER - EMWD 24VDISABLED ACCESSIBILITY ONLY TLE H NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR 5TH STREET 1 -800 COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP GAS - SOUTHERN CALIFORNIA GAS TEMECULA, CA 92590 Till I LOT 5 THROUGH B OF BLOCK 22 PER MAP RECORDED IN A STANDARD DISC STAMPED "J-6 . 1927" APPROVED BY: BOOK 15, PAGE 726 OF MAPS SAN DIEGO COUNTY RECORDS. ADJUSTED ELEV. 1005,651 TELEPHONE VERIZON NAME DATE ~' ADJUSTED 1970 BY RIV. CO. 600-7-68 TWO WORKING DAYS BEFORE YOU DIG ELECTRIC SOUTHERN CALIFORNIA EDISCN PREPARED 5 31 06 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACG°D BENCHMARK SCALE SEAL Designed By Drawn By Checked By DRAWING NO. /� - RECOMMENDED BY: DATE: / ® I DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ��®� Co�� Y --------- P NS PREPARED UNDER THE SUPERVISION DF AS NOTED .' ACCEPTED BY: DATE: ��� �� T °�r GRADINGPRECISE Inspector SEE ABOVE No. 36306 Date `' DAL 770N 3-MIXED-USE BUILDING Exp. s�ao/oa RCNALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL HECT R L. CORREA � _ ,�= A'' Date Completed s� CIVt�- ��' R.C.E. N0. 36306 6 30 06 qt . NA T61 OF CA0v Expires R.C.E. NO. 19744 Expires 9/30/07 rt�g fees ®� SHEET 7 CF , k Lc vENO FF FINISHED FLOOR ELEVATION F'S FINISHED SURFACE HP HIGH POINT CF" CURB FACE .FL FLOW LINE TC TOP OF CURB - PE PAD ELEVATION LS LANDSCAPE AREAV PE PA8 EV TIaN EXISTIN N OURS �._ _......_--- ADA PATH OF TRAVEL ' -w E. G of 2 oil Lb �_._..., ' #����2 Imo..!' _.r WALKXITIN� ____. -._ __._.. _ _ W -'�'- -T----» • a FINISH FLOOR ,; 67H STREET "" .. r . � b� --- -\5.4�OF S 11 100� 4,,,jr ROP.ROLL CUB _...._.. 'T s .> •�8 'L LEVEL LIN ,STE•PS - (� 6.25 LET • •1• �;3•r'.•,�..:�►. ♦:•1 rw•• ••• •• .'�J • •,•To • /� `•�••i•• rM� .nr� r-r _..._..... �"•". "" �, ram/ . �..� //^�� //'�/ 13 .7'hN . •�.. . . • r '.. .. � �.s�rc �7� � e 25 ram: _C 44�22!d old I MPA NA NTS 7 :,SECTION A ; , l Co CTED T{V •+.• I L rn i rI } 3TORA6 •• LOCKER .• l DAL TON 2 . DAL TON 3PA UNDER CONSTRUCTION ••j'.. X`�'THIN ••f ! - / f ' ' L• • t{ ff r r� WALK �� \ •• i 3TORAO� PARKIN "TR T"TURE P , 4 FINISH IL��R � •' 'ER DETAIL �Ocx �. Al NOT TO SCALE EX. GROUN w___ __.. _..- _ _m.. •t , FINISH FL RaP. C&G •- �� ir ",�''�� 1005.6,1 �-'1`006,33 ' t• h r ; �� TT / r SW, ,ti V •„ . r. i M G .• LOCX� 1 L 6 T 9 ,v PROP. CURD - , �.Ocx�R / DA PATrT , , \ LOT LOT OT 4 •� I+ TRAVE' w- ► ' / a SECTION B NS , •., , �-�` •;; �• STORAGE TURAGd ,.-r �r. F1'A t OCX� C� c.QxEa \v i ..... t.,•,1•• ems+ ..,..... I �. V 7 •_. __m.__. �_.I ..n.� / 7 _ � I - EX. PUBLIC ALLEY 'OCR PL ©� l_� i �,� i hr� / L. I,�I C �EX. O 1�� � J PARKING STURCTU E INLAND VALLEY CABLEVIS i EASEMENT 1N9T. 455937 c•.= �. 0 8, 1007 0 •--- .. _� NE" WAY . . 01 1.48 P f .I 1006,3 PROP. AC PAVE" PROP. AC PA VE. PROP. RIBBON GUTTER ► --_-_ -_! � �y SECTION C r.� � �7 � � ADA PAT OF TRA VE � �' -XIC •a � . Y {{ _ ._ < . do o r._; t,. j ,.• • • E ••+/w rx 1 f, .NA# •yl S • `r�j • ' s i , •• r 't / I . ••Z w•• M + •r r ti •., , i• 1 •• •' •,••µ : i• •"•r j• i•• e .,) rr ._/1, i i/ . :.•• 4••. . • A• j ^V'�•• • •• ••(N• ;••��. w• Af •, . I • 1. • •',• �• 1• • 4 t• • is• Z �y L6 _ /,ARI F - ti PL `. , 1I .4,1/ "'N r.w�yam+ .r. arw�ww w.7. IT tDDC �'`•.,,EX, Y _W� _T�., _.- _ LZ C) __.� l. I a .�... .. 5 1HEET le 3 A ........... -do x1N FINISH FLOOR J \\J rn^ �c �s � �� •r w . ._. .r. ...r _rw.,__. •..w ... ____-- .. wr .r.w.w.. .. __._. . ..r �• ____od .,.:D s, FEMA MAPPED FLOODPLAIN `� Ex. ...... / I ZONE AE (COMMUNITY PANEL 060742 0010B) -- - _ MAP REVISED NOV, 20, 1996 _ _ / � . .�� �r FLOOD ELEVATION 1003,E - - / ENTIRE SITE LOCATED WITHIN FLOOOPLAIN -�` EX. GROUN SECTION D N TS CONSTRUCTION NOTES: QUANTITIES CONSTRUCT TYPE D--6 CURB PER CITY OF TEMECULA STD. 204A 110 LP CONSTRUCT J" AC PAVEMENT OVER 8" CL2 ACC BASE 1�35 SE' CONSTRUCT PRIVATE 4" THICK SIDEWALK AND HARDSCAPE 885 SP CONSTRUCT J' RIBBON GUTTER 101 L�' >. RELOCATE EXIST, TELE, RISER 1 EA 1 4 PVC DRAIN OUTLET THROUGH CURB FACE 3 EA INSTALL Raal DRAIN I�IL TER �►f�I7� EA A E T CONTROL SAND BAGS (2 BAGS HIGH) INSTALL SILT FENCE 460 LF GRAPHIC SCALD T CONTROL 1000 SF BUILDING AND SAPT19Y 20 0 10 20 40 INSTALL GRAVEL � THICK A T D W Y �"aR TEMP. SEDIMENT CO aL ` REVIEWED �"aR COMPLIANCE &TH TITLE INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE 1 EAEEC 24 DISABLED ACCESSI81 LI L Y Civil "n lneeAny, 2 4� TOWN FRONT STREET �� 506-969 ml 506-,4919 FM APPROVED B ,� d SCALE: I" 20' S NA M E DATE T ECULA, CA 92590 UPDA TED 12112 07 FOX 191/151dd ombl /?OV. a yoppeeA J r9� LbL006-,,w 058GIR � SEAL Ci� k d � DI�A1N1NC NO. Designed Drawn By ec e By CONSTRUCTION RECORD DATE BY REVISIONS BENCHMARK SCALE oFES yR • v� oN �COMM�ND�D BY DATA. � < /�� DEPARTMENT F PUBLIC WORKS 121»/v HLCZINREPLACE0 810 SWALE WITH CONC. ear s, F Contractor R RAN f OFF H I CIV AL `��+ P S PREPARED UNDER THE SUPERVISION OF r WALK AND ADDED OOP D IFILTERS . 7 • �, ACCEPTED BY DATA. PRIECISIS GRADING ,LAN 1 �20 No. J830e N.. �H��T N�A � � V 2A Ins ector_ SEELxp, 0/3%8 .. Date DANIEL A. YORK Y a.. :LAY DAL TON 3,w&f1X.9D-vU8—P 81J11"DING I� VERTICAL HECTOR �L.. CORREA DEPUTY DIRECTOR �F PUBLIC WORKS/CITY ENGINEER . tl lY. lY1 " �" NO, 3630 30 08 /W 0 r8 5 8 84 OCK 22 M815 PA GE 726 Date Completed � 4Q R.C.E. � �- �_ E�pir�sa "cA� R.CsEs NO# 43212 X Ores 3/31/08 Q��. � ��a� SHEET 2A CF NAID �►.� PA06-voo3t7 EROSION AND SEDIMENT CONTROL NOTES: t. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES STORMWATER POLLUTION PLAN NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL PROJECT, THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION OF EROSION AND SEDIMENT CONTROLS R 1ST OF EACH YEAR FOR ALL APPLICABLE LEGEND: 1. SOIL--DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATING) AND ON ALL EXPOSED SLOPES ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT THROUGHOUT THE ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. SUBCONTRACTORS. INSTALL GRAVEL FILLED BAG 2 STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE (2 BAGS HIGH) 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, DRAINAGE INLETS, ETC), ALL NON-PERMITTED TYPICAL PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. WA TER 3, DISCHARGER CONTACT INFORMATION: GRAVEL CONSTRUCTION ENTRY ;INSTALL GRAVEL .3" 6 K 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE HECTOR CORREA HLC CIVIL ENGINEERING 951.640.0957 Q '� :80 Q � 0�i� L ,,I27 V r�`I' SE C L � Y24 0 r�'�° �� WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. INSTALL SILT FENCE TYPICAL s /N ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. 5Q ° LNG SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE STATE WATER INSTALL STEEL SHAKER PLATE RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (W'dDID) NUMBER SHALL BE PROVIDED TO THE CITY, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE -- __ _._ 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY AVAILABLE ON SITE TO CITY INSTALL'GRA L FIL.LE'D AG -8LIq ap v OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE 7O RETAIN CONCRETE WASTES Ga° � °"°`� a°°p°a ° II° A �' G°�a ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT BAGS Iflt� q°oagGo°,q°°Gaap°G,q°° Q°°°Qo°Goonpa LLEY -_. .•..._•®...� ...*j°p°pd O II°gGp{.G.p°gaq'�O°p p p q`�'��3 PAP 9-0pa-�-0°-O WWW.CITYOFTEMECULA.CRG UNDER NPDES INFORMATION. G ..gal ':.... °Q00% ogQ�9n°°GG°pC. — 5. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A .. O Gj°°a4:p q°°q p40 P q°°°q gggqp�pq qG ppC DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, AS °°0 °a°�?aGrp°gGOgo°q°p oG°°��G° COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL °°Opparaa °�� °n aGo° aGa uq <� , �; . iN_ TALL L HAKE PLC WIND. EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS 4 ,,, �d4429'0 THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION. _ — B. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO 6, ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED I REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES, 77 INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL I ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. I I DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE I f- RAIN OR OTHER MEANS. REQUIRED IN THEIR PLACE. 7, DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE ( I 1 I s T ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT ' C SO AS TO INHIBIT EROSION BY WIND AND WATER HAVE BEEN 1 CLEARED, B, DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100% VEGETATIVE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING _~ I (90-MIL}, POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FOR ® I I SPRAY-ON CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM -° M Crushed aggregate greater than 3" APPLICATION RATES OF 3500 LB/ACRE AND 10 GAL/ACRE, RESPECTIVELY, SHALL BE USED FOR GRADES OF 4:1 I I but srrialier than 6 in AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL, IF HYDROSEEDING IS IMPLEMENTED, THE APPLICATION MUST ALLOW SUFFICIENT 11ME FOR ADEQUATE SEED � 1, GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL ' Filter fabric STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. I I 0 o Original o o (�o�C� }0�0o0��G�o grade 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. I i I I --- 5 (12 in) Mir, unless otherLrvise f 10. ALL ONSITE AND OFFSITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, Ji I specified by a soils engineer CURB GUTTERS, ETC. AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, � ,"'•�• � - - - - CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS Qj SECTION B—B AT ALL TIMES. � _ ..� � `�.,. I _ _ ���, j, 11. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH N TS TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, h, / 6 PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK L I L�.� ®4 G, RIGHT-OF-WAYS, AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS SHALL BE �.�J o COVERED WITH A LID OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO THE DRAINAGE SYSTEM. > c!�` � or o o� 12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES � -" YEARROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH STREET �, / Q WS0,0 �C ©� Co ouoo Width asLo �' o�C)OoC° aoC�° �o°"°° °c��°c ��O ��adflQ� required to GRADES EXCEEDING 2 , INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT Oc°�°� - c�� C�° °oC� �d� accorr odat TRACK-OUT ONTO INTERIOR STREETS, GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ° _ ' ° � ' ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS ° o o °off moo© �° o ° �� antic!pated WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME / GQ °Oo Qo quo ` G o o° o °° o S°G oC�i traffic INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF L+J (, °°Q �o �� �o �n�flo„cn�Joo��rao�rnfloo nAao ASPHALT SEAL COATS, HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED TO FILTER THE WASHWATER. d o - a 13• SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING BASINS, k, fZ) �� STREETS, ONSITE AND OFF-SITE FLOW LINES, DCWNGRADIENT DRAINAGE INLETS AFFECTED BY A P 0.— h: I� �� B DISCHARGE FROM THE SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR 1 to TO AND AFTER EACH STORM EVENT, FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED57( ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT-FENCE-CHEVRONS INSIDE THE 50' MI N SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. � _ � _ ;!F j 1� � w.... _ u or four tir-nes the circumference 14, DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED 1 a of the largest e ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE -;� �. 1 .,. , ge t v hide tire, _ whichever is re DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE :' _ � , _ - � Match g ater � I. 1 �- �•,�-• Existing FILTERED AND DRAINED FROM THE BASINS BETWEEN STORM EVENTS. Grade PLAN 15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS .,' 4, . INSTALLED, TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES N TS j UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN INCREMENTS OF 10 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 14 AT THE TOE OF ALL EXPOSED SLOPES 3 OR MORE IN HEIGHT. _ I 13 r GRAVEL CONSTRUCTION ENTRY � , ro 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. NOTE: _ _._. .:- ._ M - 17 ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL SON TRA C TOR TO ENSURE STORM ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. DRAIN INLETS DO NOT AGLOW SEDIMENT TO E DISCHARGED INTO / 2"x 2" STAKE 36° WIDE FILTER FABRIC 18, THE DISCHARGER SHALL PROPERLY PAST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO f 20' O.C. MATERIAL STAPLED OR EROSIONAND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE STORM DRAIN, RING WIRED TO STAKE 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,STORM WATER 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 PRACTICAL STQRMDRAIN OR NATURAL WATER COURSE. ,2a• 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 1/ 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. N 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 N TS FABRIC SILT FENCE DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF �;aN j"]'� (;`�'I®�T NOTES: QUANTITIES ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. INSTALL SEDIMENT CONTROL SAND BAGS (2 BAGS HIGH) 20 LF INSTALL SILT FENCE 480 LF to INSTALL GRAVEL 3" THICK AT DWY FOR TEMP. SEDIMENT CONTROL 1000 SF tt INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE 1 EA GRAPHIC SCALE I 0 10 20 40 BUILDING AND SAFTEY REVIEWED FOR COMPLIANCE WITH TITLE Civil 24 DISABLED ACCESSIBILITY ONLY 28M5 OLD TO` FRONT STREET (951) 506-4869 (951) 506-4979 FAX APPROVED BY SCALE: I" 20' SUITE 315 NAME ATE TE ECULA, CA 92590 UPDA TED 5131106 CONSTRUCTION RECORD DATE BY REVISIONS BENCHMARK SEAL SCALE p�o�Ess�o Designed By Drawn By Checked By . DRAWING N0. Contractor — L. c�9< RECOMMENDED BY DATE: CITY F TECH EC U LA DEPARTMENT OF PUBLIC WORKS HOIZONTAL ;$�G�4 ������� LPLANS PREPARED UNDER THE SUPERVISION OF Inspector SEE SHEET NO, 1 1 "=20' No. 363as ACCEPTED BY- DATE: of r EROSION CONTROL AND SWPPP -3 Epp. sjaojos _ ��,... Date 1 RONALD J. PARKS DAL TON 3-MIXED-USE BUILDING PG VERTICAL HECT L, CORREA DEPUTY DIRECTOR OF PUBLIC WORKS � `s Date Completed NA S��TF rICA� o�`'� R.C.E. NO. 36306 Expires 6 0 06 R.C.E. NO. 19744 PX fires 9 30 07 'Tro a®®e1`' R � SHEET 3 OF 3