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HomeMy WebLinkAboutBook 15 Page 726 Lot 12-13 Precise GradingPRECISE GRADING EROSION AND SED GRADING NOTES: LEGEND LOTS 30=32 CIF BLOCK 21 MB15 1. ALL GRADING AND RELATED ACTIVITIES SH L CONFORM TO THE GRADING, EROSION FF FINISHED FLOOR ELEVATION & SEDIMENT CONTROL ORDINANCE NO, 04- 4, AND IF APPLICABLE, TO THE STATE WATER FS FINISHED SURFACE RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. HP HIGH POINT CF CURB FACE 2. BUILDING PAD AND DRAINAGE SWALE SLOPI S SHALL BE A MINIMUM OF 1%. DRAINAGE FIL TC TOPFOOWLINE CURB SWALES SHALL BE A MINIMUM OF 0.2' BEEF AND BE CONSTRUCTED A MINIMUM OF 2' PAD PAD ELEVATION AWAY FROM THE TOP OF GRADED SLOPES. INISH GRADE SHALL SLOPE AWAY FROM ALL _ EXISTING CONTOURS EXTERIOR WALLS AT NOT LESS THAN Y4" PP R FOOT FOR A MINIMUM OF 3 FEET, PROPOSED RETAINING WALL 3. MAXIMUM CUT AND FILL SLOPES SHALL BEI, 2: 1. PROPOSED FIRE HYDRANTTW TOP OF WALL 4. PROVIDE, AS APPLICABLE, CONCRETE BROW! DITCHES DESIGNED TO CONVEY 100-YEAR TF TOP OF FOOTING FG FINISH GROUND STORM FLOWS, OR PROVIDE GRADED BERM ALONG THE TOP OF ALL GRADED SLOPES OVER 3' INV INVERT ELEVATION IN VERTICAL HEIGHT OR THAT ARE ADJACE T TO GRADED AREAS TO DIRECT SURFACE RUNOFF TG TOP OF GRATE AWAY FROM THE TOP OF SLOPES. 1 5. ALL GRADING SHALL BE DONE UNDER THE UPERVISION 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. 6. A REGISTERED CIVIL ENGINEER SHALL SUBM T TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATI N OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, RADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUI ED FOR ALL FILLS GREATER THAN ONE FOOT. B. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LG INLAND, INC DATED SEPT. 7, 2006 TWO ETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORK3 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDA IONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RE OMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SOUS ENGINEER 9. THE CONTRACTOR SHALL NOTIFY THE PUBLI WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE A D DRAINAGE INSPECTION. THIS INSPECTION LGC INLAND, INC MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 41531 DATE STREET 41531 MURRIETA, CA 92596 PUBLIC WORKS DEPARTMENT PHONE: (951) 94-6411 951-461-1919 951-461-7677 FAX 10. CUT AND FILL SLOPES SHALL BE PROTECT D WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SILO E FROM EROSION AND INSTABILITY DURING THE GRADING PHASE ASSESSOR'S PARCEL NUMBERS 11. POST -GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE 922-033-008 APPLICABLE, GROUNDCOVER, TREES, SHRUB OR A COMBINATION THEREOF IN ACCORDANCE 922-033-009 WITH CITY CODES PRIOR TO THE APPROVAL] OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATIOSYSTEMS WITH BACKFLOW PREVENTION DEVICES LLJ LLJ C0 \ Ln. PERKINS 5TH STREET PER THE U.P.C. QUANTITIES 12. FILL MATERIAL SHALL NOT BE PLACED ON XISTING GROUND UNTIL THE GROUND HAS BEEN CUT: 435 CY CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING FILL: 150 CY TERRAIN OCCURS UPON WHICH FILL IS TO EE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, EXPORT.' 285 CY AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGISTS SHALL APPROVE PLACEMENT OF FILL. QUANTITIES SHOWN ARE FORPERMIT PURPOSES, BASED UPON DIFFERENCES IN EXISTING AND PROPOSEDPERMIT ONLY, AND DO NOT INCLUDE SUB- 13. TEMPORARY DRAINAGE SHALL BE PROVIDEDI. UNTIL PERMANENT DRAINAGE STRUCTURES EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE ARE INSTALLED. PROTECTIVE MEASURES SH LL BE IMPLEMENTED TO PROTECT ADJOINING AND GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. SHEEE. 2 _OLD TOWN FRONT ST. INDEX MAP SCALE: 1 "= 30' SEE SHEET NO. 3 EROSION CONTROL PLAN DOWNSTREAM PROPERTIES FROM SILT DEP01 ITION AND PONDING WATER DURING GRADING OPERATIONS. PAVING NOTES 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER, 1. MINIMUM PARKING LOT GRADE SHALL BE ONE I1,01 PERCENT 15. STABILITY CALCULATIONS WITH A FACTOR- F-SAFETY OF AT LEAST ONE AND FIVE -TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL 2 MINIMUM GRADE FOR RIBBON DRAINS SHALL BE0.50 PERCENT ' ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 3, AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING, 16. A REGISTERED CIVIL ENGINEER OR LICENSE LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION . WHERE SPECIFIC ELEVATIONS ARE REQUIRED, 4, ASPHALTIC EMULSION (FOG SEALI SHALL BE APPLIED NOT LESS THAN (14) DAYS THE ELEVATION (WITH RESPECT TO MEAN S A LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED RESPECT TO ADJACENT GROUND SURFACE I REQUIRED, THE ACTUAL DISTANCE ABOVE THE AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL ADJACENT GROUND SHALL BE GIVEN. CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 17, EROSION AND SEDIMENT CONTROL: THE PE MITTEE SHALL ABIDE THE THE REQUIREMENTS 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY. NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE. COMPLETION, AT BASE GRADE COMPLETION AND 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. DURING PLACEMENT OF ASPHALT. NO OBSTRUCTION OF FLOOD PLAINS OR NA'URAL WATER COURSES SHALL BE PERMITTED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES, THE CITY COMMENCEMENT OF ANY CONSTRUCTION/GRADING, SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 694-6411. 20. THE PERMITTEE MUST OBTAIN AN ENCROAC MENT PERMIT PRIOR TO ANY WORK WITHIN A S. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT PUBLIC RIGHT-OF-WAY. COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT 21. APPROVAL OF THESE F iR ITS AGENTS DOES NOT RELIEVE THE OF ASPHALT PAVING. APPLICANT AND HIS ENGINEER FROM THE R SPONSIBILITY FOR THE CORRECTION OF ERRORS OR 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE OMISSIONS DISCOVERED DURING CONSTRUCTI N. UPON REQUEST, THE APPROPRIATE PLAN COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT REVISIONS SHALL BE PROMPTLY SUBMITTED 0 THE CITY ENGINEER FOR REVIEW AND INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED APPROVAL. BY COMPACTION TESTING. 22. THE ISSUANCE OF THIS PERMIT BY THE CIT OF TEMECULA DOES NOT IMPLY OR PROVIDE 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR ANY CLEARANCES FROM STATE OR FEDERA AGENCIES REGULATING THE PROVISIONS OF STATE OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF OR FEDERAL ENDANGERED SPECIES ACTS 0 WATER QUALITY REGULATIONS. THE BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CONTRACTOR/OWNER/DEVELOPER IS RESOD SIBLE FOR OBTAINING THE APPROPRIATE CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE "R" CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. METHOD. THE VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH THE unaergrouna JerviCe Alert all: TOLL FREELOT(1-800 (ev227-6000 TWO WORKING DAYS BEFORE YOU DIG LE iEMd SHO INCL REC CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed ?1Oe C L CALIFORNIA TEST NO, 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY 10 SOURCE THE DIRECTOR OF PUBLIC WORKS. 11• ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE 2006 FIELD SURVEY CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM LL DESCRIPTION THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESS OF 2 INCHES. 30 THROUGH 32, IN BLOCK 21 OF THE TOWN OF LA, AS 12 TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY BY MAP ON FILE IN BOOK 15 PAGE(S) 726, PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL VE OF MAPS, AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED S OF SAN DIEGO COUNTY RECORDS. CALIFORNIA. PARKING AND PATH OF TRAVEL AREAS. f'f1NQTPTTf'TTn AT T�T/11VL1Q. IMENT CONTROL PLAN PAGE 726 4' 6" FUT. SI➢EWAS 4'_hR FT SPECM NOTE: 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 BAND OF LUISENO INDIANS FOR PROPER TREATMENT AND DISPOSITION. 2. IF ANY HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, ALL GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE DISCOVERY WILL BE TERMINATED IMMEDIATELY AND THE COUNTY CORONER'S OFFICE AND THE PECHANGA BAD OF LUISENO INDIANS AND MIRANDA, TOMARAS, OGAS & WENGLER, LLP WILL BE CONTRACTED TO ARRANGE FOR THE TREATMENT OF SUCH REMAINS. 3. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE ARCHEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY 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 HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW LO THE CITY TO CONSULT L AND H AUTHORIZE AN IND EPENDENT FULLY QUALIFIED / Q D SPECIALIST TO INSPECT C THE SITE AT NO COST TO THE CITY, ORDER 70 ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ACHF SUCC DETERMINATION RESOURCE, THE AUTHORIZE T OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS A ARCHEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING. 4, DURING CONSTRUCTION AND GRADING PHASES, THE PROJECT SITE SHALL BE WATERED DOWN IN THE MORNING BEFORE GRADING AND/OR CONSTRUCTION BEGINS AND IN THE EVENING ONCE CONSTRUCTION AND/OR GRADING IS COMPLETE FOR THE DAY. THE PROJECT SITE SHALL BE WATERED DOWN NO LESS THE 3 TIMES (NOT INCLUDING THE MORNING AND EVENING WATERED-DOWN) DURING CONSTRUCTION AND/OR GRADING ACTIVITIES TO REDUCE DUST. 5. ALL FILL BEING TRANSPORTED TO AND/OR FROM THE SITE SHALL BE COVERED AND THE WHEELS AND AND THE WHEELS AND LOWER PORTION OF TRANSPORT TRUCK SHALL BE SPRAYED WITH WATER TO REDUCE/ELIMINATE SOIL FROM THE TRUCKS BEFORE THEY LEAVE THE CONSTRUCTION AREA, 6, THE APPLICANT SHALL VERIFY THAT ALL EARTH MOVING AND LARGE EQUIPMENT ARE PROPERTY TUNED AND MAINTAINED TO REDUCE EMISSIONS. IN ADDITION, ALTERNATIVE CLEAN -FUELED VEHICLES HALL BE USED WHERE FEASIBLE. CONSTRUCTION EQUIPMENT SHOULD BE SELECTED CONSIDERING EMISSION FACTORS AND ENERGY EFFICIENCY. 7. ELECTRICAL AND/OR DIESEL POWERED EQUIPMENT SHOULD BE UTILIZED IN -LIEU OF GASOLINE -POWERED ENGINES. DOCUMENTATION CONFIRMING THE EQUIPMENT TYPE SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT. 60, R/W R/W 10, 20' 1PRQg 6' 4' q, E„ EX. Ro A.C. PAVEMEN 2'L _ 2% T777177TI, FIFTH STREET T.I.=6 1 CONSTRUCT 6" CONCRETE PAVE OVER COMPACTED SOIL 2200 SF (DIINSTALL 30"X30" BROOKS PRODUCT CATCH BASIN 2 EA OO INSTALL 15" RCP STORM DRAIN /// JIM LF ® INSTALL 4`2"XFY" BROOKS PRODUCT CATCH BASIN i EA © INSTALL 10" HIGH DENSITY POLYETHYLENE PIPE (HDPP) W LF © CONSTRUCT PRIVATE SIDEWALK AND HARDSCAPE 850 SF © INSTALL ADA RAMP AS SHOWN ON BUILDING PLAN 1 EA ® CONNECT 18" RCP INTO EX. CB PER DETAIL SHEET 2 1 EA 0 CONNECT INTO EX. 18" W/ J.S. NO. 2 PER RCFC STD. JS227 1 EA ® CONSTRUCT TYPE 0-6 CURB PER CITY OF TEMECULA STD. 204A 42 LF Q CONSTRUCT TYPE C CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 202. CURB MUST BE 'SAN DIEGO BUFF" COLOR. 52 LF ® CONSTRUCT 6" AC DIKE CURB PER CITY OF TEMECULA STD. NO. 214 29 LF ® CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. NO. 401 312 SF ® CONSTRUCT DECORATIVE PAVER 100 SF ® CONSTRUCT 3" A.C. OVER 8" CRUSHED AGGREGATE BASE 6 CY ® INSTALL TRENCH DRAIN-8- WIDE 82 LF © INSTALL WQMP CATCH BASIN STORMFILTER CONTECH MODEL STD. CBSFI-C-DTL PER DETAIL SHEET 4 2 EA ® INSTALL FLO-GARD DOWNSPOUT ON ROOF DRAIN PER KRISTAR MODEL FG-DSIO PER DETAIL SHEET 4 4 EA ® INSTALL GRAVEL BAGS (2-BAGS HIGH) 105 LF ® INSTALL GRAVEL 3" THICK AT DWY FOR TEMP. SEDIMENT CONTROL 1275 SF ® INSTALL SILT FENCE 450 LF ®ll INSTALL SEDIMENT CONTROL DRAIN INLET PROTECTION 7 EA ® INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE 1 EA BENCHMARK RIV. CO. BENCH MARK J-63, SEC. I, T-8-S, R-3-W SMB AT TEMECULA RIVERSIDE CTY ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP A STANDARD DISC STAMPED "J-63. 1927" ADJUSTED ELEV. 1005,651 ADJUSTED 1970 BY RIV. CO. 600-7-68 REVISIONS DATE ACCTI BENCHMARK SCALE SEAL PµOFESS/QN Designed By I Drawn By Checked By a v.. 8l k I o� L, o 1< Trail. rain HORIZONTAL �`"�uK° oq�Fyc PLAN REPARED UNDER THE SUPERVISION OF SEE ABOVE AS NOTED w r� T No. JeJ08 Date V AL Epp. e/ao/oe a * HECTOR L. CORREA `F9r Olvl\' R�`" R.C.E. NO. 36306 Expires 6/30/08 NA e 7,,,,Fo P VICINITY MAP NO SCALE ZONE AE (COMMUNITY PANEL 060742 0010B) MAP REVISED NOV20, 1996 FLOOD ELEVATION 1006.0 ENTIRE SITE IS LOCATED WITHIN MAPPED 100 YEAR FLOODPLAIN PROP SIDEWA EX. SIDE ALK ROLL CURB A.C. PAVEMEN RILL C 1/4' PER FT. S'LS (SER FT, SLOPE SLOPE 2% _ 2% jnc OVER S' CRUSHED AGGREGATE BASE OLD TOWN FRONT STREET T.1.=6 STATE HATER RESOURCES CONTROL BOARD PERMIT NO. R/ W WDID # NOT REQUIRED LESS THAN 1 AC GENERAL NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE (951) 694-6411 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. 3• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE No, 461. 4• IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 6. APPROVAL THE THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 7. CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. g, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 9. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. 10. PURSUANT TO THE CITY OF TEMEUCLA ORDINANCE NO. 90-12, THE DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES, ,!11006-039GR RECOMMENDED BY: -DATE: % z ACCEPTED BY: 'Z- / ATE:9-2tS-o7 DAY41EL A. YORK DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. No. 43212 Expires 3/31/08 APPLICANT ENGINEER: FRED PERKINS MAIN ST. # 107HLC Civil Engineerinq TEMECULA, (951)699-795925so 28465 OLD TOWN FRONT STREET (961) 606-4869 (951) 506-4919 FAX PROPERTY AREA: SUITE 315 IEIIECULA, CA 92590 PREPARE: 9/13/07 0.AC. NET 31 0.31 AC. GROSS BUILDING AND SAFETY SITE ADDRESS REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACC ILITY ON 28544 OLD TOWN FRONT STREET APPROVED BY; _ M67 TEMECULA, CA 92590 _ AME DATE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PRECISE GRADING & EROSION CONTROL PLAN PERKINS 5TH STREET LOTS OF BLOCK 21. MB15 PAGE 726 ems` PA06-0338 107-081 GR DRAWING NO, PG-1 SHEET 1 OF4,J .Ci LEGEND ZONING— OLD TOWN FF FINISHED FLOOR ELEVATION EX. 6" sEvv FS FINISHED SURFACE HP HIGH POINT OLD TOWN (FRONT) STREET 1004.3 CF CURB FACE 1004.54 FS FL FLOW LINE T TOP OF CURB(267�39' M r01.1OTC C� 20�/21 23) PE PAD ELEVATION N 4 5 "3 O' O 1 " W 99. 60TG EXISTING CONTOURS 1-q9 E w 98. BbBaT CB PROPOSED RETAINING WALL y III x • •. ' • •. • AC PAVEMENT OVER BASE o LLJy r r, i. {• r .y. I Y " w J ter #/ w+ ( WA1P.C.C. WALK — 0 • . r \ V1 (1004_ .._ ) Z < �- m ROLLED C �� a C) (1004.35F _ _ __ -ate X-er _. 0-- - - A REMOVAL _ _____t7T �- -�w ,�_ � � �-- � w U C - - ---_ --- - -- �-- Q - �- - I ' t E ! L' r , . EX. DETECTOR CHECK AL-M L 1 EXI STINC D� � � 0 WY EXISTING PROP. �E)C .•rl I F11 FrI I F UNp FROUND : P E WATER METER—` VAUT- ❑ _T I rl E=�, I t4�. _F ELF E X I I N G � , *1 r4&-, -- _ T �--- -- -�- X. ROOF F DOWNDRAIN r I Lku k f,-�. p RAIN (05.09FS)/I � EX. RAILROAD ITIE CURB � 8 I EX. PARKING LOT EXISTING I �' SIGN EXISTING FENCE I W/ 6" ROUND POSTS pi ZONING_ OLD TOWN � e EN. SLOPE -- 0004) 11 I'll, Lot- i �ART--- _ VARIES 2:1 MAX � I EX. PARKING LOT (03.78 FS)(0,352 FS) $ I EXISTING MOBILE OFFICE (0 3.17 Underground Service Alert Call: TOLL FREE 1-800 u 422-4133 p 7W0 WORKING DAYS BEFORE YOU DIG CONSTRUCTION- RECORD ATE BY Contractor Inspector Date Completed (01,32 F` GRAPHIC SCALE 0 5 10 SCALE: I" 10' REVISIONS URRIETA C BENCHMARK SCALE SEAL Q�o�Ess�o,�% HORIZONTAL 1 = 10 No. 38308 SEE SHEET N0. 1 Exp. a/�/� VERTICAL � NA '---EX, SPRINKLER RISER I ZONING— OLD TOWN E3 Xi D I J\j a $ EX BUILDING � NOT A PART --------- �o Designed By Drawn By Checked By P N PREPARED UNDER THE SUPERVISION OF Date HECTOR L. C RREA R.C.E. NO. 36306 Expires 6/30/06 PROP. eN cuRe Al I00o 14TO 9,9. 64PS I t I END OF EX. CURB e ' l DOWN RAIN I A 4 REMOVE RECONS T. EX. DbWNORAIN 99.e0r� (99,1I)FL -�-- TOP EX� FOSSIL FIL TER �06 2100 98.60 80T C9 � CON3T. CONC. ARPON TRANSITION OO .V DETAIL " A " 3 4" ING 120 2„ RADIUS /4 RADIUS . 1 • LANDSCAPE '• • • • 5 D E&MSE ., 10 04 •4. .f •.. •. 4' 4 • '� a ' CONCRETE CURB • • �y • dd r� Sol i' WIDE PARKING STEP DETAIL CONSTRUCTION NOTES SECTION A ---.o A 0 ZERO SETBACK fe I ij 10* �I FINISH FLOOR FINISH FLOOR�EX FINISH FLOOR a' x. SIN SEC TI ON Ap SEC TI ON B NTS NTS 8.3 38.SOt VARIESalp Nor R R � FINISH FLOOR WALK °d EXISTING 2:1 29.MAN � SlOPE G SECTION C NTS 1 CONSTRUCT TYPE D CURB PER CITY OF TEMECULA STD. 244 INS1"ALL ADA RAMP W11H HANDRAIL J„ AC OVER e" CL2 RASE PER SOILS ENGINEERS RECOMMENDATION 4 REMOVE EX. CURB g CONSTRUCT CONCRETE PUBLIC WALKS REMOVE EX. FENCE CONSTRUCT 1' WIDE CONCRETE STEP CONSTRUCT CONCRETE (4" THICK MIN) PRIVATE WALKS AND HARD CAPE INSTALL 24"X24" BROOKS PRODUCTS CATCH BASIN WITH FOSSIL FILTER CONSTRUCT CONCRETE CONNECTrON To EX137ING CONC, DOWN DRAIN REMOVE EX. AC PAVEMENT INSTALL TRASH ENCLOSURE WITH 8" THICK CONC. PAVE. OVER COMPACTED NATIVE FLOOD NOTE ENTIRE PROPERTY IS WITHIN MURRIETA CREEK 100 YEAR FLOOD ZONE AE— FLOOD ELEVATION IS 1005.5E RECOMMENDED BY: DATE: 61 ACCEPTED BY• �""� DATE..-------- RONALD J. PARKS DEPUTY PUBLIC WORKS DIRECTOR R.C.E. NO.. 19744 expires 9/30/05 SECTION D NTS HLC" aLvtb eng{neertng 2836 MEW MORACA DR. (909) W4869 (909) 5%-4919 FAX TmIecU10, Corifofolo 92590 PREPARE: 8/29/04 DEPARTMENT OR BUILDING AND SAFETY .00'0;;;-1 APPROVED BY' D AT E: NAMG07 PERMIT NO.: L004--,oO59GR DRAWING N0. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PRECISE GRADING PLAN CHAPAE7HAL EXPANSION OLD jrowN 471 STREET PGa"2 SHEET 2 OF 3 LEGEND FF FINISHED FLOOR ELEVATION FS FINISHED SURFACE HP HIGH POINT CF CURB FACE FL FLOW LINE TC TOP OF CURB PE PAD ELEVATION 1-d _____, EXISTING CONTOURS PROPOSED RETAINING WALL EXITING DWY� N 45°30'01" W CL (10 04.80TC)0 +< 4 (I 004. 35F DUA (05-09FSY ENTIRE PROPERTY IS WITHIN MURRIETA CREEK 100 YEAR Ex, PARKING L,,r ExISrINc. FLOOD ZONE AE— FLOOD SIGN I�I ELEVATION IS 1005,5+ EXISTING FENCE 'vV/ 6 PC;UND POS TS � 0 IAJ U3 (1004) __!uQ-TA PA_R_T �I EX. PARKING LOT (0, 78 F.,) I� (1003)- (03.52 FS EXISTING MOBILE OFFICE' -(-1002)- IFF_ �ao� a1 �) FF <,uF'hy-.. ...... I� c'y� � � X. CURB II II A. � 01.46TC INSTALL SE IMENT CONTROL ANDBAG _ _ , . (7-gu-FS7 \J, "EE-FI LED- = 2��G5 �IIGH) —14 IrAi--- — 00 F fr Underground Service Alert Call: TOLL FREE 1-800 lc 422-4133 E TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD ATE BY Contractor Inspector Dote Completed HEST MANAGEMIRNT PLAT NOTES EROSIDN CONTROL NOTES: Ex. 6" SEW 1. EROSION CONTROL. 15 REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON — -- — — — — — — -- — The fallowing BMPs ds vuflined in, but not limited FROM OCTOBER 15 TO APRIL 15, APPROVED PLANS IS REQUIRED FOR A!,!. ROUGH OLD TOy11N (FRONT) STREET goo to, the Best Management Practice Handbook, GRADING 1004.54 FS California Stormwater QualityTask Force, 909---------.-----�_ .-.- - ---.-----.---_._.__.._�.----_ � SC1Cl"Cll7'lel7f0 California 199orthelatest 2. IN CASE OF EMERGENCY, CAl.l. HECTOR CORREA AT i )508-4889 Me 209/21 23) � , revised TO BE RELOCATED � STATE WATER RESOURCES GRAPHIC SCALE CONTROL BOARD PERMIT NO. 0 5 10 20 WDID # NA (LESS THAN 1 AC.) SCALE: I" � 10' REVISIONS BENCHMARK SCALE SEAL HORIZONTAL �'��o� �• �o,��Fti� 1 "= 10' � 9 No. 3@308 SEE SHEET N0. 1 E"°. e/3°/°° VERTICAL � � NA edition, may apply dur"r� ConsfruCfior� addifivr�al 3• THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE y �� y�► THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE measures may be required if deemed appropriate DEPARTMENT QP PUBLIC WORKS). by Inspector): ` o �. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL _ o M TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVILABLE ON-- U _j X_ _ m _ _ Z E� 1 CA001 - DEWATERING OPERATIONS SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION X z - s 2 HIV O � � m � - I----.- CA002 PAVING OPERATIONS QE TEMPORARY DEVICES WHEN RAIN IS IMMINENT, c� M U) 16" ROLLED CUR v� aCA003 -- STRUCTURE CONSTRUCTION AND PAINTING X �___ __ _____ -__ _ '� CA010 -- MATERIAL DELIVERY AND STORAGE 5, DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. x - �� '` CA012 - SPILL PREVENTION AND CONTROL OF PUBLIC WORKS. CA020 -- SOLID WASTE MANAGEMENT ' � E X, D CA021 -- HAZARDOUS WASTE MANAGEMENT 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH E END OF >< I NOOCEIr CA023 -- CONCRETE WASTE MANAGEMENT EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS _LL1 Ili I CA030 - VEHICLE AND EQUIPMENT CLEANING FORTY (40) PERCENT. CA031- VEHICLE AND EQUIPMENT FUELING CA032 - VEHICLE AND EQUIPMENT MAINTENANCE _ I Q E 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, C=- ---X. ROOF D0WNDRAIN CA040 - EMPLOYEE/SUBCONTRACTOR TRAINING SILT FENCES AND DESILTING BASINS, ETC. ESC01- SCHEDULING 8. GRADED AREAS AROUND THE TRACT P RIMETER MUST DRAIN AWAY FROM THE FACE �xIS�TINC RAIL � � � EX. W ES -- PRESERVATION F X! TIN ,r a WOOD DECK CO2O EXISTING G VEGETATION OF SLOPE AT THE CONCLUSION OF EA H 'CORKING DAY. `)AD TIE FENCE Nt II ESC10 - SEEDING AND PLANTING z 1 r�.0a 9. THE DEVELOPER SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO ESC11 -- MULCHING PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED N WATER CREATES AT fl- DED E C E ES 45 ,3� 01 W ESC20 GEOTEXTILES AND MATS A HAZARDOUS CONDITION. ESC21 -- DUST CONTROLS ESC22 TEMPORARY STREAM CROSSING 10, DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING ESC23 CONSTRUCTION ROAD STABILIZATION AREAS ARE COMPLETE PER ROUGH GRADING PLAN, X. SPRINKLER RISER ESC24 -- STABILIZED CONSTRUCTION ENTRANCE ESC30 EARTH DIKE 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR jo ONT'ROL SAN61JA ESC31 - TEMPORARY DRAINS AND SWALES MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. mm"m___ ESC32 -- SLOPE DRAIN 2 BAGS HIGH 0 ESC40 OUTLET PROTECTION 12, INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER IN-- -. FORMATION !S SUBJECT TO CHANGE, -------- � ESC41 CHECK DAMS E C GE ESC50 -- SILT FENCE ESC51 STRAW BALE BARRIERS 13, TEMPORARY EROSION PROTECTION I REQUIRED F (� S EQU ED OR MANUFACTURED SLOPES ESC52 - SAND BAG BARRIER PRIOR TO PERMANENT PLANTING. ESC53 - BRUSH OR ROCK FILTER PROP. PARCEL MERGER ESC54 - STORM DRAIN INLET PROTECTION 14, AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES ES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). E, U I -ID C-) 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON UNLESS ADEQUATE t TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED a (1006.00EL) � ` ;� \ TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR X. BUIL DING INSTALL GRAVEL FILLED BAG NATURAL. WATER COURSE, Nor A PART C2 BAGS NIGH 1 TYPICAL 16, THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL. BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM INSTALL GRAVEL FILLED BAG DRAIN SYSTEM WHICH SERVES THE RUNOFF" AREA. STORM RUNOFF FROM ONE AREA (2 BAGS HIGH AT CATCH BASIN INLETS SHALL NO BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 17, CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE - V MEE] THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROI�ERTIES. CONCRETE WASHOUT AREA TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT 1003. 2 3 M). CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE (I 002. 73EL) PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION (100 3.42 TC) CONTROL. PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL J 1002.86E L BE TREATED FOR EROSION CONTROL AS THE -CONSTRUCTION OF SLOPE PROGRESSES �--- _ -— - - IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY, 1003.1 1 C 19. FILL AREAS WHILE BEING BROUGHT T A �x. ��R� ro REMAIN E O G UP O GRADE AND DURING PERIODS OF (02-95FS)COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES ��3.2� Td �1 A TCH EX. CUf�r� 0 1 0 TC TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND n 2 h nF� 02. 75FS .,, ADJACENT AREAS, THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION w OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; 2-OE OSLOPES PROTECTION TEMPORARY CHECK DAMS IN TOE E DITCHES TO DESILT RUN FF• � � N Ex. PARKING LOT SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT TO GRADE; oo AND EARTH BERMS AND APPROPRIATE GRADING TO DIRE& DRAINAGE AWAY FROM THE CONSTRUCTIONNOTESEDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE I. 4 FILL AREA WH 1!�lSiTALL SEDIMENT CONTROL SAND BAGS (2 BAGS HIGH) S ERE EARTHWORK OPERATIONS ARE NOT IN PRaGRE55, 20, TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY, 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE RA IN immGv�r► �G v ullvV. GRVJIVIV VVIV IRVL IYILNJVRCJ YYItl. DC f1GWU1RCU IV 1"RV IGIo 1 AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, NOTE: AND WHICH ARE SUBJECT 07 RUNOFF DURING THE PERIOD 0F THE RAINY SEA;QN. CONTRACTOR TO ENSURE STORM DRAIN INLETS DO THESE MEASURES MAY INCLUDE, BUT SHALL NO BE LIMITED T0: GRADED DITCftS; -EX. CURB �EX. CURB TO REMAIN N07 ALLOW SEDIMENT TO BE DISCHARGED INTO BRUSH BARRIERS AND SILT FENCES, CARE 5NAl.l. BE EXERCISED TO PRESERVE STORM DRAIN. VEGETATION BEYOND LIMITS OF GRADING, 22, THE DEPARTMENT OF PUBIC WORKS APPROVAL. OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRRECTION OF ERROR AND OMISSION - DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISION SHALL. BE PROMPTLY SUBMITTED 70 THE DEPARTMENT OF PUBLIC WORKS STOR A"I"E'R P 0 TION PIS NOTES FOR APPROVAL. 23, ALL GRADED SLOPE AREAS S' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS 1. eroded sediments and other pollutants must be retained on site and may not be transported from the site SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED via sheet flow, awales, area drains, natural drainage courses, or wind. BY THE CITY OF TEMECULA IN5PCC70R, 2. Stockpiles of earth and other construction related materials must be protected from being transported from the site by the forces o1 wind or wafer. 3. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listing and are not � to contaminate the soil and surface waters. All approved storage containers are to be protected from the Spills be immediately to weather. must cleaned up and disposed of v proper manner. Spills may not be washed into the drainage system. � C O't?J'la 87balnB67"�iZ� 4. Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. 2�� 001 MORAGA OR. (909)5W-4869 (0) 5W-4919 SAX �emecu 0, Colifornlo 92590 PREPARE: 8/8/04 8. Trash and construction— related solid wastes must be deposited into o covered receptacle to prevent contamination of rainwater and dispersal by wind. DEPARTMENT DP BUILDING AND SAFETY 9. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way. Accidental depositions must be swept up immediately and may not be washed down by rain or other means. APPRODV�BY' IMDATE' .NAME 7. Any elopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water. Designed By Drawn By Checked By RECOMMENDED BY '4_d1Z64 DATE: P S PREPARED UNDER THE SUPERVISION 0F ���. ,Y ACCEPTED''BY: DATE:_�'� Date (0O `f' I T IRONAlD J. PARKS HECTOR L. CORREA DEPUTY PUBLIC WORKS DIRECTOR R.C.E. NO, 36306 Expires 8 30 ag R.C.E. NO,. 19744 expires 9ZJ0105 PERMIT A 0* L004--a 059GR oRawwc NO. CITY 0 F TE M EC U LA DEPARTMENT OF PUBLIC WORKS EROSION COf4TORL AND SWWWP PLAN • `.: _,,;:W CHAPARRAL EXPANSION OLD TOWN FRONT STREET �• d PA03--o471 PG-3 SHEET 3 OF 3