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HomeMy WebLinkAboutParcel 11 Precise Grading SanbornTHE PROPERTY OWNER/ENGINEER OF RECORD/CONTRACTOR SHALL ADHERE TO THE CITY OF TEMECULA 'S STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION, GRADING AND ENCROACHMENT" ORDINANCE NO, 13-01. COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. CONSTRUCTION NOTES .......... ..................... ........................ ........................ ...... ........ ..................... QUANTITIES 0sDESCRIPTION PERMEABLE PAVERS AREA PER DETAIL ON 7122 SF SHEET 4 ... ....... ........ ------- ------------- ------- 2 3�4" AC(TON)PAVEMENT OVER 6" CLASS 11 AB( CY) ............. - .......... .......................... .............. ............ ........... 616 .......... ­­­­­­­­.­ ...... I'll-1.1.11,..---,.,.---.,.,..l-",. CY ........... 6 3 of PVC PERF PIPE .............. ................. ............ ......... 424 ......... -------- ...... LF 4 EXISTING TREE TO BE REMOVED z 9 EA ........... ....................................................................................... '6 a CURB TYPE ""D-6"' PER CITY OF TEMECULA . .............. I STD. 204A 971 LF - ................... .............. .... . .. ....................... . ... . .... 1.5' CURB OPENING -------------- ........... . ..... 9 ------ --- LF ....... ........... ADA ACCESS RAMPS FOR ALL INTERSECTIONS ............... ............ 7 PER CITY OF TEMECULA STD. DWG NOP402 338 SF TRUNCATED DOMES ONLY ........................ ............ ......... 8 DETAIL A PER DETAIL ON SHEET 3 .............. ­­­.­-_­ll ...... 2 EA ............. 9 �PROPOSED PARKING LIGHT ......... ....... 4 EA . . .......... ­.­._­­­ - ------ ............ ...... ....... 10f24"X24" GRATE INLET PER DETAIL ON SHEET 4 ......... .. 3 EA 11 INSTALL 12" PVC (SDR 35) PIPE 198 LF ............... _­­­111"..".11 ....................... ......... ­­­­­.___ .................. ............... ....... ............................ 12 1EXISTING TREE TO REMAIN ........... ................ . .. ... . ................ .... _­...."11-1 ... ............. I ............. ----- -------- ­_13 _,­__­­.__l­_l­.­ 18" WIDE NATURAL COLOR CONCRETE BAND W/ 1 EA SMOOTH TROWEL FINISH 14� INSTALL 18" RCP D LOAD 2000 SD PIPE .......................................... ............. 1111­11111-1 ........................ ­­ ........ ­­_­_­­­ ......... ......................... ........... .................... .............. 55 ................ LF 15 INTEGRAL COLOR SANDBLASTED CONCRETE 335 SF 161AREA FOR PLANTER ............... CONSTRUCT DRIVEWAY PER CITY OF TEMECUL A 7 . ....... --- - ­ - --- STD, DWG. NO. 207A ............. ............... .................. 1 ......... ............... ...... EA ............ .............. ....... 18 1 NOT IN USE ........... ­ ..................... ............... ................... .......... ­_­ ...... ............. .............................. 1 CONST. 18"" WIDE CONC. "STEPOUr PER DETAIL HEREON'; ................. 191 & TRANSITION DETAILS A PER DETAIL ON SHEET 4 z 369 LF ............. _1­11­1­111 -------- .................... ................ ......................................... 20� TREE GRATE (SEE LANDSCAPE PLANS PER DETAILS) i .......................... 9 ............................ EA i --------------- ............ ..... ... .............................. ­­­ ------ . ..... ....... ........ ------------ ----------- 30 'STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON . ......... ............ _­­­ -------- ......... 1 .. EA ISHEET 5 TC-1,, TC-3 ------- --- I—— ---- -- 31 SILT FENCE PER DETAIL ON SHEET 5 ............... .............. _11­1­111_1111 ................ ......... .......... 912 LF 32 �CHECK DAM PER DETAIL ON SHEET 5 ............. I .......... ...................... .................... ............. ..................... ................... 11 ....... ................... ............ EA ......... 33 1 AREA INLET PROTECTION PER DETAIL ON SHEET 5 i 3 EA PARCEL 11 PM 23561-1 PM 157/44 ASSESSORS PARCEL NO. . . .. . . ...... . . . .. .. ................... APN: 910-272-011 TOPOGRAPHIC SOURCE TOPOGRAPHY DATED APRIL 271, 2015 BY DELTA SURVEYING & MAPPING 26323 JEFFERSON AVE MURRIETA CA 92562 PH:951-764-0158 FAX:951-795-4144 WWW.DELTASURVEYOR.COM EARTHWORK QUANTITIES R RAW FILL— 698 C.Y. #UANTITIES ARE ESTIMATES ONLY AN[Y- CONTRACTOR IS TO VERIFY QUANTITIES PRIOR TO CONSTRUCTION Al 1. S Zito .0 LOT ACREAGE I AREA = 130 NET & GROSI E-gy"P: WILFREDO VENTURA, NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE —GRADING MEETING WITH PUBLIC WORKS, ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30—DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON —SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON —SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE, THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. 06103 1. THIS LAND IS NOT SUBJECT TO LIQUEFACTION OR OTHER GEOLOGIC HAZARDS. 2. THIS MAP IS NOT INCLUDED IN THE FEMA FLOODWAY MAP OF RIVERSIDE COUNTY, C.A. 3. THIS LAND IS NOT SUBJECT TO OVERFLOW, INUNDATION, OR FLOOD HAZARD 4. THERE ARE NO KNOWN EASEMENT WITHIN THE PROJECT SITE. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. *CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITY LATERALS AND SHALL NOTIFY ENGINEERS IF THERE ARE DISCREPANCIES. CONTRACTOR SHALL VERIFY THIS AS SOON AS POSSIBLE IN ORDER FOR THE ENGINEERS TO MAKE THE PLAN CHANGES. REVISIONS Contractor Inspector — Date Completed ACC 0 .. d a-, 11TI-1.4-m CITY OF TEMECULA 642 ONT' PLOTPA 17-1SAN B rv,AVEN U h 40 ,\c3 00` 1700 N 000 ,SOIL ENGINEER: EARTH STRATA GEOTECHNICAL SERVICES, INC 42184 REMINGTON AVENUE, TEMECULA, CA 92591 PHONE: (951)397-8315 lilmn- . .. ; J WILFREIMT.D, VEWURA R.C.E. No, 66532 ___ ell . . . . . . .... A 30 SCALE Checked By repared Under Supervision Of Date r% Expires 06/30/20 A. ­4 Mkt' F 00 . . ...... (0, :60 Xf 0 8. (cbQp 41427 SANBORN AVE T7S R3W SEC 35 RHO TEMECULA, CA 92590 TB.M.P. PAGE 958 GRID F3 VICINITY MAP NO. SCALE �. *w. 13: 0 V i 0 ff WI TITLE SHEET & INDEX MAP .......... ... — ...... __........................ I PRECISE GRADING PLAN..............__................—.....................2 PRECISE GRADING PLAN — ..................... _ ....... ___........._3 DETAILS AND SITE SECTIONS............._......._._.......................4 EROSION & SEDIMENT CONTROL PLAN ..................... __._......5 BENCH MARK DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CALIFORNIA, 0.6 MILE (1.0 KM) SOUTHWEST ALONG STATE HWY 79 FROM THE INTERSECTION WITH MARGARITA RD, AT THE SOUTHWEST CORNER OF HWY 79 AND AVENIDA DE MISSIONES, 115.5 FEET (.35.2 M) SOUTH OF THE DX5510a'CENTERLINE OF HWY 79, 53.5 FEET (16.3 M) WEST OF THE CENTERLINE OF AVENIDA DE Ilk MISSIONES, 9.5 FEET (2,9 M) WEST OF CURB FACE, 2 FEET (0.6 M) N WEST OF STREET LIGHT STANDARD. A STANDARD MWDSC 3-1/4 INCH BRASS DISK SET IN TOP OF A 8 INCH DIAMETER CONCRETE POST 0.1 FOOT ABOVE 'GROUND. EL= 1043.91 (feet) LEGEND FIRE HYDRANT AC — ASPHALT PAVEMENT LIGHT TG — TOP OF GRATE LANDSCAPE FS — FINISHED SURFACE ® — METER, PULL BOX R/W — RIGHT OF WAY — EX. CONCRETE C&G — CURB AND GUTTER — PROP. CONCETE PL — PROPERTY LINE WM WATER METER EC — EDGE OF CONCRETE FH FIRE HYDRANT 00 PROPOSED GRADE FL — FLOWLINE (00) — EXISTING GRADE INV — INSERT ELEVATION % TC — TOP OF CURB PROPERTY LINE TE — TRASH ENCLOSURE STREET CENTERLINE FF — FINISHED FLOOR TR — TRANSFORMER WH — MANHOLE WV — WATER VALVE COLOR SANDBLASTED CONCRETE -4DID# 9 33C383595 W—i., I Q — 1 19, 111 BUILDING ANC --aAFETY .REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS AND ACCESSIBILITY ONLY. APPROVED BY: .DATE: CITY F T EE M E C U LA Drawing No. PA 17-1642—SANBORN AVENUE PARKING LOT — PARCEL 11 PM 23561 Pc— i ..... PRECISE GRADING PLAN L TITLE SHEET Sheet of __:5 ME CONSTRUCTION RECORD Contractor - — - Inspector Dote Completed EX, 8 , p\IC sF-WEF� No. 66532 k4t Exp. 6-30-20) Vertac®I CML -D. VO4 "r^ 2 6653 114 ............... Drown By M M X Cn X CC) 0 < a < 0 0 M co (-4 4�- 'cn �3 0 -P- ILO CO jj S=0.051 14 N T 0 NE -TIO T G RCP EXI I SPPWC PER DETAIL STD.335-2 CASE 1 20 L4 50-00 EXISTING 1/2 STREET R-O-W 1--EXISTING ELECTRIC T DETER TO BE REMOVED I W W EX.WV Tj I 20 T RIC 101 ELFC LL BOX To BE J;U I EMOVED 0 C(49.74) FS (49 .18) .06 /?10 00 Ilk 0 ) ),229 M ).58) X C(� 00 0 < M deco, �/Va n 7*0 qD SEES IMPROVEMENT PLANS LD #18-1182 FOR ALL WORK OUT OF R/W 77 C hec ked By Prepared Under Supervision Of Dote RA Expires 06Z-3q/20, CONSTRUCTION NOTES ........... - -- ----------------------------------------------- I -- - --------------- ----- . ............ ----------------------- QUANTITIES ODEORIPTION zPERMEABLE PAVERS AREA PER DETAIL ON 7122 SF ;SHEET 4 ......... ................... . .............. ............. ........ .......... 2 14"' AC(TON)PAVEMENT OVER 6" CLASS 11 AB(CYY ........... ............. . . ................. . 5 ............... 1-11-1 .............................. ................................. .. ......... -­11 ... . .............. ", -------- - - ------------- - 616 CY .......... . ...................... ............. 3 6" PVC PERF PIPE F ........... ---- ....... ­1,11-11,111-1111 ............... ........ ......... ............. ...... 424 ................ ............. LF 4 i EXISTING TREE TO BE REMOVED 9 EA .......................... ............. ...... .... ........ ........................................ 5 6" CURB TYPE "D-61" PER CITY OF TEMEC ULA ..................... .................................................. 971 LF STD. 204A ............ ---- ....... .......... - ............. .............................................. 6 1.5" CURB OPENING .................................................................. 9 LF .................. .. -, ------ ----------- --------------- .............................. .............................. ADA ACCESS RAMPS FOR ALL INTERSECTIONS .................................... .......... . ........... ------ 7 PER CITY OF TEMECULA STD. DWG NO.402 338 SF ITRUNCATED DOMES ONLY .............. �-1-�-1-����11.11�,�l".�,�..".",.�'ll"�,�ll,� ....................... ................................... ...... ....... ....... .......... ......................... 1.1111-11-1 ................ 8 DETAIL A PER DETAIL HEREON 2 EA .......... ....... 9 PROPOSED PARKING LIGHT ---------- 4 EA 10 24"'X24" GRATE INLET PER DETAIL ON SHEET 4 ....................... .......... 3 ................. ................... .................. EA ................ -... PVC (SDR 35) PIPE 11 :INSTALL 12 i 198 LF .......... ........ 12 EXISTING TREE TO REMAIN ....... ....... ............ . ...... - - ---------------- - -------- ------- - - - ................. ... . ........... ........... ---------------------------- 13 18" WIDE NATURAL COLOR CONCRETE BAND W/ ',SMOOTH .............................................. 1 - - ----------------------- ---------- EA TROWEL FINISH ................ ........ ...... 14 INSTALL 18a' RCP D LOAD 2000 SD PIPE ...................................................... 55 ....... ..................... LF ............... 15 INTEGRAL COLOR SANDBLASTED CONCRETE ............. . ................................ 335 SF . ............ ....... .............. 16 AREA FOR PLANTER ---------------------- ----------------------- 17 �CONSTRUCT DRIVEWAY PER CITY OF TEMECULA STD. DWG. NO. 207A ............. ------- ........... .......... 1 ............... EA 18 1 NOT IN USE ......................................... ..................................... ...... ...... CONST. 18" MDECONC. "STEPOUT" PER DETAIL HEREON ........................... .......... ................. 1 9� & TRANSITION DETAILS A PER DETAIL ON SHEET 4 369 LF .......... 20 TREE GRATE (SEE LANDSCAPE PLANS PER DETAILS) I ................. 9 ........................... EA ccf-0 WDID# 9 33C3835Wz T31 19:— 1 1-91,11 ...... ........ - ...... .... ... BUT IN AND SAFETY REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS AND ACCESSIBILITY ONLY. APPROVED BY: DATE: RECOMMENDED : Jy I ClIeKA2 DATE: CITY OF TEMECULA ACCEPTED BY: ia. -- DATE: U PATRI K UHOMNS- PE ci PA 17-1642-SANBORN AVENUE PARKING LO DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PM 23561-1 PARCEL 11 RACE. No. 44223 PRECISE GRADING PLAN Drawing No. 3 2� Sheet ---3- of 5 18" WIDE CONC. -------- --- . w I.. on 121.5 r1__ "STEPOUT" CURB DETAIL t C)) NOT TO SCALE 6 VARIES 18 CONST. 18 ff WIDE CONC. "STEPOUT" PER DETAIL HEREON t TRANSITION DETAIL f► 'ANSITION DETAIL "STEPOUT" TO CURB TTn NOT TO SCALE 1080 1070 1060 1050 1040 1030 1080 1070 1060 1050 1040 1030 Z W y CL 0 w 0- 'uj uj CL I k_Q N_ 9 i PAIRKMY 1-14 ibs, ............... or 4. NOTE$, 1, GRAM! -AND C0VER9,Av*,'LA8t'E PAiNTED 8LA;CK0W,-&),AW-ANVZf_M'( 2, �ADA IROFW. �_u _v u 0. w SOLT .......... ......... ..... . . . . . . . . . . . ... . .. ...... .. ........... XISTING SURFACE 6 0 Z n X W Z Y_ < _j Z ui 0- W. . ... ...... ...... ..... . .... .. ............ — ------ a_ .. .. ....... ...... < 0 CL Z 01 0. Z w CC DDr)D MMiCL-4 Q1 IDC- A r%C7 1M SECTION 11b . B99_ SCALE: 1"=20' 24 X 14"_ AI P�4ti_,fJ NJ,& Z 2 "v _j 0 38.5"' 1080 1070 1060 1050 1040 10,30 NO. I _-'T0t..A.0AX3fAuw 1121:_ ORCO AQUA -BRIO PERMEABLE INTERLOCKING PAVERS STANDARD COMMERCIAL PARKING LOT/DRIVEWAY LOADINGS AQUA -BRIO INSTALLATION FOR REQUIRED WATER DETENTION JOINT AND VOID FILLER 2" TO 4" MIN. BASE COURSE 1/4" - 3/8" WASHED ORCOSTONE 80 MM. 3/4" WASHED FRACTURED FRACTURED AQUA -BRIG PAVER W/ 1/4" HAND OPEN -GRADED STONE PER OPEN -GRADED STONE PE/R/ TIGHT JOINTS PRODUCT AND ASTM ASTM NO, 8 1 NO. 57 BASE REQUIREMENTS. REQUIREMENTS. LAYOUT AS SPECIFIED PROVIDE POURED CONCRETE CURB 1%%% MIN, TO 5%%% MAX. SLOPE SEE SHEET PS-4 FOR MAX. " BEDDING COURSE SLOPING COND1TIONS 1/4"-3/8" WASHED FRACTURED OPEN -GRADED STONE �ER TURF ASTM Na. 8 REQUIREMENTS. Q COURSE U E F ONE A E I REM C RE QUIREMENTS. R P T M E U R E IT E R N S E v 6 ........ . .. ..... / . ...... .. fl P2 i. "e • J. . . .......... SiGf Z 6" PVC OR SDR 35 PERF PIPE FRENCH DRAIN ?Y r: WITH NO. 8 STONE 1 1-7 1 1 1 OUTFALL SURROUNDED WHERE REQUIRED -SEE CHART ON SE-2, SlOPE SUB -BASE COURSE 1 1/2" -3" TO CLEANED FRACTURED OPEN- DRAIN. GRADED STONE PER ASTM --- N6,2 90% COMPACTED FILL OR SUBBASE- REQUIREMENTS. NATURAL SOIL SUBGRA STANDARD INSTALLATION WITH CONCRETE CURB EDGE RESTRAINT POURED CONCRETE GRADE BEAM HOLD PAVERS 1/8" TO 3/8" ABOVE POURED CONCRETE DRAINAGE W/ #4 REBAR TOP AND BOTTOM POURED CONCRETE DRAINAGE MALEWALE/CURB A/C PAVI NLG� MIN, HOLD PAVERS 1/8" TO 3/8" ABOVE x I � POUREDCONCRETEDRAINAGE SWALE 77 '.j TYPICAL INSTALLATION WITH TYPICAL INSTALLATION WITH CONCRETE GRADE BEAM CONCRETE DRAINAGE SWALE/CURB JOB SITE CONDITIONS VARY, EACH PERMEABLE PAVEMENT DESIGN AND INSTALLATION MUST BE APPROVED BY THE RESPONSIBLE DESIGN PROFESSIONAL — SEE COMPLETE DISCLAIMER ON BACK OF FRONT COVER SHEET NO. ORCO PAVINGSTONES 4545 RUTILE ST. RIVERSIDE, CA. 92509 C 0 M —1 PH. NO. (951 j 685-8498 (951) 685-5974 FAX AQUA —BRIG i COMM. DRIVEWAY PERMEABLE PAVEMENT DETAILS N.T.S. _j M 10 60 1060 EX.BUILDING X. LANDSCAPE LANDSCAPE PARKING DRIVE ISLE AREA AREA . . . ...... ....... . ... ....... ------- ....... ... . . . . ...... �XISINC SURFACE PROP. F I FAQE 1050 1050 SECTION... 91C.099 SCALE: 1 "= 10 0 w Z Z Y XISTING SURFACE — Z U- I-At 0 Z < IS 0 25 Z a Z Z < Z 0 C> M w Z' Z M < CL . . . . Z 0 (L V) 0 a. a_ > Z a. V) Z cr C3 n_ of x RCMP. FINISH SURFACE . . .......... CONSTRUCTION RECORD Contractor Inspector Date Completed SECTION "A -A" SCALE. 1 "=20' W.X- : aW_F, BENCH MARK SCALE SEAL: Horizontal I Vertical I -S.D. VENTUR No. 66532 _ 4 Exp. 6-30-2o C1 VIL Designed By WILFREMY.D. VEN' C .. Checked By —Prepared Under Supervision Of Ne> — Date A Expires 06Z30Z20 1080 1060-- xco M 1070 A EX.L*VjM PARKING DRIVE ISLE AREA 1060 1050-- . . . . . . . . . ROP, FINISH SURFACE 1050 XISTING SURFACE 1040 1030 SECTION 95D-D 1­9' SCALE., 1"=10" WDID# 9 33C38359!9 LD 19-1 19f, ly Drawing No. RECOMMENDED NAWDATE. CITY OF TEMECULA 4 ACCEPTED BY: DATE: PATRICK -kJIOMAS PE PA 17-1642—SANBORN AVENUE PARKING LOT PG-4 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PM 23561 —1 PARCEL 11 R.C.E. No. 44223 DETAILS & SITE SECTIONS Sheet —A— of 5 ti IA EXISTINI EXISTING GI 16 DATE I BY Contractor Inspector Date Completed IN FEET � I inch = 20 ft. ACC r L*' 21 f401�=1atmy SEAL. �E # SCALE Horizontol NO. 66532 Exp. 6--30--20 . r+. CIVIL Vertical Designed By . D. VENTURA € 6532 Drawn By Checked By rep®red Under Supervision Of Date Expires 06Z32f 2O 0 3" OVERLAP AT .S FLOW qu NON —WOVEN GECTEXTILE -ILTER FABRIC 20 POUND SANDBAGS OPENING AROUND PERIMETER CROSS SECTION FLOW 1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 2'x. 2. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND IMMEDIATELY CLEAN THE INLET PROTECTION IF EXCESSIVE PONDING OCCURS. 3. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED. RECOMMENDED ACCEPTED BY: ff 1.010 . -11 WO NMI 1 y t�� � �,�� � .>� *��■tom, 2. STAPLE THE FILTER FABRIC TO THE FENCE. GRAVEL BAGS OVERLAP Rumoff GAS' BEiWEN BAGS �• ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS NTH ENDS OVERLAPPED 2" MIN. 3' MAX. NO SCALE NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A DIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) DATE: DATE: PATRICK-THOMAS, PE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER R.C.E. No. 44223 OF TEMECULA X MIN GRAVEL CHECK DAMS NO SCALE 4fD1D# 9 33C38359fj LD :4 DING AND SAFETY REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS AND ACCESSIBILITY ONLY. APPROVED BY: DATE: PA 17- 1642 - ANBORN AVENUE PARKING LOT PM 2356 —1 PARCEL 11 EROSION & SEDIMENT CONTROL PLAN Drowing No. 5 Sheet of 5