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HomeMy WebLinkAboutBook 15 Page 726 Lot 30-32 Precise Grading PNE ISE �RADINGiROSIC�NANSEIMENCONTROL PR C • LOT� 30-�2ZJF BLOCK 21 MBIS PACE 726 �P GRADING NOTES. 0 LEGEND �P�G�` 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION FF FINISHED FLOOR ELEVATION P E R KIN S S rH s rREET SPECIAL NOTES & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER FS FINISHED SURFACE RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. HP HIGH POINT �, THE APPLICANT AND/OR LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, �p .o CF CURB FACE ', BANDINCLUDOFG ALL LUISENO�NDIANS'CAL FOR PROPER TREATMENT AND TAT ARE ND ON THE OISPOSITION.PROJECT AREA TO THE PECHANGA �CA FL FLOW LINE I - - - - - - - - - - - I _ 'I, �• FS i 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE TC TOP OF CURB 2• IF ANY HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, ALL GROUND DISTURBING ACTIVITIES SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' PAD PAD ELEVATION I I IN THE VICINITY OF THE DISCOVERY WILL BE TERMINATED IMMEDIATELY AND THE COUNTY CORONER'S AWAY FROM 'THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL ., EXISTING CONTOURS i OFFICE AND THE PECHANGA BAD OF LUISENO INDIANS AND MIRANDA, TOMARAS, OGAS & WENGLER, LLP EXTERIOR WALLS A�f NOT LESS THAN Y4" PER FOOT FOR A MINIMUM OF 3 FEET. PROPOSED RETAINING WALL WILL BE CONTRACTED TO ARRANGE FOR THE TREATMENT OF SUCH REMAINS. PROPOSED FIRE HYDRANT _ 3. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE ARCHEOLOGICAL/CULTURAL F>,99�- 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. TW TOP OF WALL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF TF TOP OF FOOTING 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 �F�`�, 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR � FIG FINISH GROUND W STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3 INV INVERT ELEVATION W C DISTURBANCE OF THE AFFECTED AREA 10 IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER � HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF T� 'rOP OF GRATE � _ _ _ _ - SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED IN VERTICAL E �. AWAY FROM THE 'TOP OF SLOPES. SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF VICINITY MAP � 4' THE FIND. UPON DETERMINING THAT THE DfSCOVERY IS NOT AN ACNAEOLGICAL/CULTURAL RESOURCE, SHEET THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL NO SCALE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, ' 2 AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS A SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN = ARCHEoLoGICAc./cuLrURAt RESOURCE, TIME DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' �' - - - - - - - - - - THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER DEEP. � CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING. FEMA MAPPED FLOODPLAIN 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT 'f0 THE CITY OF TEMECULA'S PUBLIC 4, DURING CONSTRUCTIdN AND GRADING PHASES, THE PROJECT S17E SHALL 8E WATERED DOWN IN THE ZONE AE (COMMUNITY PANEL 060742 00109) DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN MORNING BEFORE GRADING AND/OR CONSTRUCTION BEGINS AND IN THE EVENING ONCE CONSTRUCTION MAP REVISED NOV. 20, 1996 WORKS DE � "� AND/OR GRADING I5 COMPLETE FOR THE DAY THE PROJECT SITE SHALL BE WATERED DOWN NO LESS FLOOD ELEVATION 1006,0 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING 1'' PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL w � / THE 3 TIMES (NOT INCLUDING THE MORNING AND EVENING WATERED-DOWN) DURING CONSTRUCTION ENTIRE SITE IS LOCATED WITHIN MAPPED iQ0 YEAR FLOODPLAIN PE AND/OR GRADING ACTIVITIES TO REDUCE DUST. SLOPES. "f� � / ', 5. ALL FILL BEING TRANSPORTED TO AND/OR FROM THE SfTE SHALL BE COVERED AND THE WHEELS AND 0 0 0 0 '"-' o AND THE WHEELS AND LOWER PORTION OF TRANSPORT TRUCK SHALL BE SPRAYED WI TN WATER TO 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. REDUCE/ELIMINATE SOIL FROM THE TRUCKS BEFORE THEY LEAVE THE CONSTRUCTION AREA. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE g, THE APPLICANT SHALL VERIFY THAT ALL EARTH MOVING AND LARGE EQUIPMENT ARE PROPER TY TUNED // _. AND MAINTAINED TO REDUCE EMISSIONS. IN ADDITION, ALTERNATIVE CLEAN-FUELED VEHICLES HALL 8E PRELIMINARY SOILS INVESTIGATION BY LGC INLAND. INC OLD T 0 W N F R 4 N T S T. USED WHERE FEASIBLE. CONSTRUCTION EQUIPMENT SHOULD 8E SELECTED CONSIDERING EMISSION DATED SEPT. 7� 2006 TWO SETS OF THE FINAL COMPACTION REPORT �L_ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ FACTORS AND ENERGY EFFICIENCY. 7. ELECTRICAL AND/OR DIESEL POWERED EQUIPMENT SHOULD BE UTILIZED IN-UEU OF GASOLINE-POWERED SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS � ENGINES. DOCUMENTATION CONFIRMING THE EQUIPMENT TYPE SHALL BE SUBMITTED TO THE PLANNING ........... BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS DEpARTME REPORT. SOILS ENGINEER p/'" 60' R/"' 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN LGC INLAND, INC RAW 60' ��W ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 41531 DATE STREET - 10 f1�� � 1�� MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. MURRIETA, CA 92596 20' 20' PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 951-461-1919 INDEX MAP 951-461-7677 FAX30, 20# 20' a, 6„ 6, 41 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SCALE: 1 = q,� 6�� 18,± �± PR 6' 4' I Ex, E SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING -THE SEE SHEET NO. 3 EROSION CONTROL PLAN I FUT, �� PROP -' SIDEWAL R�dLL CURB ��i'EMEN R�LL CURB s1n� ALK GRADING PHASE. ASSESSOR'S PARCEL NUMBERS V4# PERWFT R�LL URB p,�, p�VEMEN 1�IDpERLFT, 4 PER FT. A.C. P�/ 1/4 PER F7, SLl]PEr � �Sl.OPE LOPE �.. ?�, � � _ 2�� .�..-SLOPE 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED 70, INSTALLING, WHERE 922-033-008 /�/� -' � APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE 922-033-009 WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL F'IFTft STREET' ��PPPXC- ovE� a' CRUSHED AGGREGATE BASE OLD `TOWN FRONT STREET HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES T� �6 T.l.=6 PER THE U.P.C. gUANTITIES 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CUT.• 435 CY CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING FILL: 150 CY STATE WATER RESOURCES TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, EXPORT: 285 CY CONSTRUCTION NOTES: CONTROL BOARD PERMIT NOo AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES � CONSTRUCT 6" CONCRETE PAVE OVER COMPACTED SOIL 2200 SF SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. IN EXISTING AND PROPOSED CONTOURS ONLY, AND Do NOT INCLUDE SUB- WDID # NOT REQUIRED LESS THAN 1 AC EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE 2 INSTALL 30"X30" BROOKS PRODUCT CATCH BASIN 2 EA 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. Q INSTALL 18" RCP STORM DRAIN /// � LF ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND GENERAL NOTES DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING � INSTALL �"Xfi2" BROOKS PRODUCT CATCH BASIN 1 EA OPERATIONS. PAVING NOTES _ (HOPP) 1. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK O INSTALL 10" HIGH DENSITY POLYETHYLENE PIPE LF AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES, PERMIT'tEE MUST INFORM 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 1, MINIMUM PARKING LOT GRADE SHALL BE ONE (i.o) PERCENT THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT PRIVATE SIDEWALK AND HAROSCAPE 850 SF CONSTRUCTION. PHONE (951) 694-6411 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS 2 MINIMUM GRADE FOR R1860N DRAINS SHALL BE 0.50 PERCENT � INSTALL ADA RAMP AS SHOWN ON BUILDING PLAN 1 EA 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR (g� CONNECT 18" RCP INTO EX. CB PER DETAIL SHEET 2 1 EA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. IN VERTICAL HEIGHT. TO PLACEMENT OF PAVING. 3• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY 'THE ENGINEER, TO Q9 CONNECT INTO EX. 18" W/ J.S. N0. 2 PER RCFC STD. JS227 1 EA 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT q., ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN (14) DAYS INSTALL STREET CENTERLLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED 0 CONSTRUCT TYPE 0-6 CURB PER CITY OF TEMECULA STD. 204A 42 LF ORDINANCE No. 461. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALLCONSTRUCTC D9UTTERT TE T � , 52 LF �'� IT SHALL BE 'THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. � CURB MUST BE 'SAN DIEGO BUFF CO) OR. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT ADJACENT GROUND SHALL BE GIVEN. 0 CONSTRUCT 6" AC DIKE CURS PER CITY OF TEMECULA STD. N0. 214 29 LF FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN 5, THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA OFFERS OF DEDICATION FOR PUBLIC USE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE THE THE REQUIREMENTS DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN 0 CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. N0, 401 312 SF OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE CITY RIGHT-OF-WAY. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE 0 CONSTRUCT DECORATIVE PAVER 100 SF THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, STATE NPOES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ELECTRIC, GAS AND DRAINAGE. ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND 0 CONSTRUCT 3" A.C. OVER 8" CRUSHED AGGREGATE BASE 6 CY DURING PLACEMENT OF ASPHALT. 6. APPROVAL THE THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. � INSTALL TRENCH DRAIN-8" WIDE 82 LF APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WQMP CATCH BASIN STORMFILTER CONTECH MODEL STD. CBSFI-C-DTL WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY 0 'INSTALL PER DETAIL SHEET 4 2 EA ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) � INSTALL FLO-GARD DOWNSPOUT ON ROOF DRAIN PER KRISTAR MODEL FG-DS10 APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 694-6411. PER DETAIL SHEET 4 4 EA FOR REVIEW AND APPROVAL. 20. THE PERMI�TTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A g, A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT � INSTALL GRAVEL BAGS (2-BAGS HIGH) 105 LF �• CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO STANDARD N0. 207 AND/OR N0. 207A, AS DIRECTED IN THE FIELD. PUBLIC RIGHT-OF-WAY. COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT � INSTALL GRAVEL 3" THICK AT DWY FOR TEMP, SEDIMENT CONTROL 1275 SF OF ASPHALT PAVING. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE � INSTALL SILT FENCE 450 LF g, 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 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSTALL SEDIMENT CONTROL DRAIN INLET PROTECTION 7 EA NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. Q INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE ? EA PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. APPROVAL. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR 22. 'THE ISSUANCE OF THIS PERMIT 8Y THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF 10. PURSUANT TO THE CITY OF TEMEUCLA ORDINANCE N0. 90-12, THE DEVELOPER SHALL INS ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN ALL REQUIRED CABLE TV FACILITIES. OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE TRACTOR/O IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH THET ENGINEER*------ CON CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. ��j,� THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY FRED PERKINS THE DIRECTOR OF PUBLIC WORKS. 41934 MAIN ST. ;� 107 � TEMECULA, CA 92g90 � Civil Engineer2�2g► TOPO SOURCE ��• ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE HENCH�ARK (951) 899-7957 28465 OLD TOWN FRONT STREET (951) 506-4869 (951) 506-4919 FAX JULY 2006 FIELD SURVEY CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SUITE 315 er SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM RIV. CO. BENCH MARK J-63, SEC. I, T-8-S, R-3-W SMB AT TEMECULA RIVERSIDE CTY PROPERTY AREA: �YIECULA, CA 92590 PREPARE: 9/13/07 n ergroun �;erviceLEGAL DESCRIPTION THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE 0.27 AC. NET BUILDING AND SAFETY � � Call: TOLL FREE CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESS OF 2 INCHES. BUILDING A7 A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE 0.31 AC. GROSS LOTS 30 THROUGH 32, IN BLOCK 21 OF THE TOWN OF REVIEWED FOR COMPLIANCE WITH TITLE � � 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR SIM ADDRESS 24 DISABLED ACC tBILITY O`!�%--- TEMECULA, AS PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP A _ �j g (� 1 -800STANDARD DISC STAMPED "J-63. 1927" 28544 OLD TOWN FRONT STREET APPROVED BY: !' IIII SHOWN BY MAP ON FILE IN BOOK 15 PAGE(S) 726, AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED INCLUSIVE, OF MAPS, ADJUSTED ELEV. 1005.651 TEMECULA, CA 92590 AME DATE 227--6000 RECORDS OF SAN DIEGO COUNTY RECORDS.CALIFORNIA. PARKING AND PATH OF TRAVEL AREAS. ADJUSTED 1970 BY RIV. CO. 600-7-68 PERMI T NO.: LD07m~081GR Aj TWO WORKING DAYS BEFORE YOU DIG REVISIONS DATE ACC'D BENCHMARK SCALE SEAL FES Designed By Drawn By Checked By REVIEWED BY: DATE: 9 ZS � DRAWING N0. CONSTRUCTION RECORD DATE BY CITY 0 F TEM ECULA DEPARTMENT OF PUBLIC WORKS Qµ0 S/pNq HORIZONTAL �� � L 0O'����� PLANVREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: � DATE: 9����07Contractor o PRECISE GRADING & EROSION CONTROL PLAN SEE ABOVE AS NOTED � N,. 3esoe � Date C�? ACCEPTED BY: DATE: � 'd °. �' a; PERKINS 5TH STREET Inspector VERTICAL * exc. 8/30/08 * HECTO L. CORREA DEPUTY DIRECTOR OF PUBLIC C WORKS/CITY ENGINEER �`'' � LOTS 30,w32 OF BLOCK 21 MB16 PAGE 726 .i Date Completed sgrF �1V►� o��� R.C.E. N 0. 36306 Expires V30ZO8 �-o,� $r��o� PAoemw0338 SHEET � OF 4o�P NA oF���F R.C.E. N 0. 43212 Ex p ire s 3/31f48 i CONSTRUCTION NOTES0 � CONSTRUCT C CTED SOIL Q INSTALL 12"X12 BROOKS PRODUCT CATCH BASIN - INS L1 " INSTALL 10 HIGH DENSITY POLYETHYLENE PIPE (HDPP) Ot-20FIL % •z 6 ONS UC P TE SIDEWdc:IALK AND HAROSCAPE If=b o - A o 0 1 oo��c 8 CONNEC 18 ETA1 THI SHEET o o � Q9 CONNECT INTO EX. 18" W/ J.S. N0. 2 PER RCFC STD. JS227 x r�J �`?� C 5TR T D- C B P CI O TEMEC 204A U� � EX. CO . WY � �o� �j CONSTRUCT TYP C � TTE PER T 0 TE EC L 70. 202. v �� CURB MUST BE 'SAN DIEGO BUFF' COLOR. �O p � G � o � � �� o M � o , 0 4 � CONSTRUCT 6" AC DIKE CURB PER CITY OF TEMECULA STD. N0. 214 Xc�) E� �' � N U SIDEWALK PER CITY OF TEMECULA STD. N0. 401 JZN,� DEh; AVM T D 0 � �fitfilE-P-tArF/ER �` STRU 3 A. 0 CRUSHED AGGREGATE BASE s0 � N :_\� INSTALL 8" HIGH DENSITY POLYETHYLENE PIPE (HDPP) IMODELL STDMCBSF SS�ORTLF�PTER ER DEWILE�SHEET CARTRIDGE UNIT � OT 4 EJX. D DWY 29 L L G 2-BA HI �A T INSTALL GRAVEL 3" THICK AT DWY FOR TEMP. SEDIMENT CON TR 04,6<' TD � �` � �C� �, I�0 � J s, ° �o � INSTALL SILT FENCE 03.2 FL .c�. Q... NHS°31'I5�"GV (140.009 •83 o I � INSTALL SEDIMENT CONTROL DRAIN INLET PROTECTION S, � B .GI . P 1l ME INS T ST S R ATE AT 8RVCI�q�TTRANCE BUILDING INING WALL �Z ��C � _. ,. :, r�` � REMOVE AND REPLACE EX. SIDEWALK AND INSTALL TREE WELL wN PA'VEMENT � ��• ' : I .:: ,.:. . ' .,: ... o ECURB LL EX. TO 0 G TE EX. AC PAVE. e, 6 a o �i. [-� RE TA I G WAL R� � � I I - PE E T IT oo �J r U J ��. ��. : Q � JT U L a,�'• 4.' - - - - �� �v �-- x � - - - EX. CATCH •.. �,� BASIN T � - �� � � PROP. 18 RCP I;.��I o o I• EX. 24" RCP qAffU T 10,111 N V., Cn DO 7 � ! CUT INTO EX. CO AND = 0 00 „ INSTALL 18 RCP EX. IN � � � � N45°31 14 W l�:.�:' . � � SEAL WITH NON-SHRINK GROUT Ex. PP TO 8 R 0 ATED '. : ;I. , , °.. .:. �►j. EX. PP Q EXIST. CATCH BASIN CONNECTION M FF= air ��'iso�N e c� 1003.35 PP .: - EX. PP TO BE RELOCATED Rw O x I :. LOT �-� BY EDISON NTS a PAD=1002.60 s,s3' BE §�V�� BUILDING TO BE FLOOD PROOF � � �� :L. : `�: �� � �:� � : � � J-r � FLOOp PROOF ROPOSE ROOF COLUMN EX Pp �3.65TC �I.:: .�. : :`: ` :� :� � �.; � TO 1006.00 -- ExlSTING aw MINIMUM FLOOD ELEVATION 1006.00 �� a. �--- sio�vaLrc FIFTH STREET C 3.4 3 FL Q1 `�` ` �. FLOOD PROOF RW �,� 1�f:. .,: 2q TO 1008.00 �.. INCLUDING FLOOD DOORS `�: ROP.ROLL. CURB �' FINISH FLO R •:' 2°Io _. � 8.83 EXISTING Q ' ' ;Of f�' EX. EP � 2 EW�fLK G OLD TOWN FRONT ST. M I TCH E AC - �, - - - - - - - - - - - - - - - - - - EXISTING PARCELS TO BE MERGED _ _ _ _ _ _ .401:. . _ _ _ _ _ _ _ RET. WALL FINISH FLOOR •� ° TC �., i � I 0 t •` Zq X.ROLL CURB j�H . :Y:- SECTION A MA � 0 � c�v .83 ;OWN i,,'�x�{�.,A'C, � NTS Ex. AC PAVE EXIST NCIOS=0.0642 ..CA CH BASF . : • .. . . .... `: . . . - 2.34T '° � ROOF DRA � :°'.�`�: � . � T -� � SECTION B L� ��ONNECT DI ECTLY INTO r r Imo" �'I NTS 7ING FILTERED C TCH BASIN �-, ,a: . . .:.� . � PL � ATCH BASIN ° � OS=O.Ofi 2 PROP. DDC B W GROUND �2�'& 20� I� i CL. EX. ALLEY � 0.833 lop 10 CL 0 2.4 F L 8 , ;�;�� � �' � t��t ��' -✓^ � h� _ h� - - � LL' .` . i .. FLOOD PROOF - - � zj �- � ..I� EX. PP PROTEC � h "Y� 'S� ''� � TO 1008.00 �..�� ( P 02.�9 TC � `�` � �� p"�' M ;,�� '.k.. :cv .. IN PLACE 0 02.5 FL �� 19; M/N 1q XEX. GROU ATER PROOF �- \ � � � ':,; FINISH F 5q_MAX 5% A r � TO 1008.00 T 0 30FS � � � � � � i i-= EX.GUY S� I OTC b� � bye � � � -� -- teat � - - - , '._: -; r.-,�••� �. .._ ..._ EX. LOADING - 03. 23.25FN O N p O �� ,ANC � p� CK � UILDING RETAINING 2 q51N N � � ---� �L N PRO CT WALL EX. AL � 00� 6 0 ❑ TER IS ❑ � TO 1003-35 6" CONCRETE / '0; FINISH FLOOR E X. S�M H 3 03. l �N4 '3 � �) . p � 03.30 � 140�70 ,.•,.• ••,. TANS. !. TO MEET RI' FL. ( 2.66 � X \ WALK E ' - I - � - �-1 11 . =� - - ' - - - - E �--E0�1�4V{� - - - � NTS ROTE� � PROTECT � � � I �. �� � �kPR�A T EX�R G CE �. � �.: X: :BOAR WALIK, ��, _ �T. � �0: Nf�Ly � / EX. S � ,�� A T�. �. � � LIGH'.T i I PL SECTION D �--- �XK �'`� 4�� 20 NTS o / VALVE EX. _ i EX. ALLEY / I �.. 02,84 � €# ~ - 0 � � � - -01,E-OFF - - -� - "' - - 02.� 10' 10' '�' J 02.43 L �I SSE-CAI-FhA-- v°r-= - 0 "' FL � � p1.64 L � � �•3� ��C FLOOD PROOF `� -�..• � I � vWi w � � � iD I m X N G N i c.� � � � �~ � � 01.70FL ��'� 70 1006.00 � � � •I� a � CATCH BASIN I I I� � a LLJ w I EX. SEW MH x x �-- X � �z :.• o �% MIN MATCH EX. GRADE RIM EL. 02.68 w � w � wI 1 o c� � sq MAX SgMAX - - Ex-B�� SEW - - � a� � I I \g I w� - - - - - FINISH F!0 R •� ----- ----- � k ►��-'� � ..: . '' ='-; X. GROUND E 0 10 09.,w 019�i�R 19+61.46 CL OLD TOWN FRONT ST � W � � �i � Q =10+00 CL 5TH ST. �g I � � � FORM CONC. FL � CL OLD08-n39GR � - - - - - - - - - - - - - -- - - - - - NHS°30'O!"W- - - - - - - - - - - - - ___!_ I_ 18 ~ - ~I I - - - - - - - - - - 6,. CONCRET VE. 30" SD � NTS Civ%'I Eng ineerinq 28465 OW TOWN FRONT STREET (951) 506-4869 (951) 506-4919 FAX u LD TOWN R� T STREET w a� j SUITE 315 � IMECULA, CA 92590 PREPARED 8/7/09 � I BUILDING AND SAFETY _ O / � � EX. 12" RCWD WAT ' � GRAPHIC SCALE REVIEWED FOR COMPLIANCE WITH TITLE FEMA MAI!PED FLOODPLAI � � APPROVED BY C ONLY YPANEL060742001 - - - - - - - - - - - - - - - 10 0 5 10 24 DISABLED A CES`'IBILIT ON ZONEAE (C�MMU T - - - - - - - - - - - - - - - - - - � O MAP REVISED NOV,�O, 1996 � � A NAME TE FLOOD ELEVATION 1005,0 ENTIRE SITE IS LOCATED WITHIN MAPPED 100 YEAR FLOODPLAIN - - - - - - - - - 54.�•��'.3n��F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: r- : io� PERMIT NO.: LD07-081GR CONSTRUCTION RECORD DATE BY REVISIONS BENCHMARK SCALE SEAL Q�OfE�/� Designed By Drawn By Checked By REVIEWED 8Y: �o%c�,�Tr�l/ DRAWING N0. CITY 0 F TE M EC U LA DEPARTMENT OF PUBLIC WORKS 17 9 HLC REMOVED ADA RAMP AND ,���10� �' �oq,��2�, RECOMMENDED BY: Contractor REV. LOCATION OF CB/TRENCH DRAIN HORIZONTAL � �y, 'n9 2 P S PREPARED UNDER THE SUPERVISION OF DATE: r / PG 2 REMOVE CB AND SD ALONG ALLEY 1 =,o � Na. 38308 � DATE: g o �. . '���� . ; OLD TOWN CENTER I, LLC 5TH STREET Inspector REPLACE TRENCH DRAIN WITH SD PIP SEE SHEET N0. 1 �v. 0/30/10 ` DCItB ACCEPTED BY: _����/ 9 REMOVE DECORATIVE PAVERS NOTE � VERTICAL * � HECTOR L. CORREA EL A. YORK � � Gate Completed <> qr 11v►�' R�� NO. 36306 T T .3`, �`. ` PAOB-033g p REV SIDEWALK CONCRETE AREA � F o R.C.E. Ex Tres 6 30 10 CI ENGINEER � , '••.:•�....NA �F�uFp 43212 '��s�$„������ LOTS 30-32 OF BLOCK 21 MB15 PAQE 726 SHEET 2 of 4 719 HLC S-BUILT ALLEY AND SIDEWALK IMPRO ,� �� R.C.E. N0. Expires 3/31/10 x }x __ -..--.-.-.. ... STORM"WATER POLLUTION PLAN NOTES . Crushed aggregate greater than 3 . NTROL NOTES: --------- �I. Eroded sediments and other pollutants must be retained on site and may not be transported from the site but smaller than 6 in �� �� �_I R���AT ENDS r in � STAKE 30 WIDE FILTER FABRIC RX I. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES via sheet flow, swales, area drains, natural drainage courses, o wind. S. I T R 9 �O MATERIAL A A -. M � L S PLE AO ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE SR�CIFIC CONDITIONS FOR EACH Filter fabric RING WIRED TO 5T KE INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A 2. Stockpiles of earth and other construction related materials must be protected from being transported from Original DRAIN INLET COMBINATION OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1ST OF EACH YEAR FOR ALL APPLICABLE the site b the forces of wind or water. ° QL_j!4e GRAVEL BAG GRAVEL BAGI i SOIL--DISTURBING ACTIVITIES (CLEARING, GRADiNt3, EXCAVATING) AND ON ALL EXPOSED SLOPES y FILTER FABRIC THROUGHOUT 'ME ENTIRE SITE, THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM (12 in) Min, unless otherwise � - � -...� � 3. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listin and are not s ecified b a soils en ineer DRAIN INLET SUBCONTRACTORsr g p Y g - -- ILT�R FABRIC to contaminate the soil and surface waters. All approved storage containers are to be protected from the 2 STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be >- SECTION B—B SHEET FLOW SYSTEM NATURAL WATERCOURSES, STREETS, FLOW-LINES, DRAINAGE INLETS, ETC). ALL NON -PERMITTED washed into the drainage system. `'B 1 �, 1 --GRAvEL BAG DISC AR ES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR--ROUND. ca - �— o jr DISCHARGER CONTACT INFORMATION: • 4. Excess or waste concrete may not be washed into the public way or any other drainage system. � .� s Provisions shall be made to retain concrete wastes on site until the can be disposed of as solid waste. width as SECTION A-- �' k4�� H�OToR eoRREA HLO CIVIL ENGINEERING 901•e40,0907 yp C' We ® re u ired to N A PLAN ac omadc�t �'�' � (RESPONSIBLE PERSON) (COMPANY)04:0 R ar Trash and construction-related solid wastes must be deposited into a covered receptacle to prevent anticipated fINLET �4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE contamination of rainwater and dispersal by wind. 0 p ,� oq traffic"it dFABRIC SILT PENCE DRAIN PROTECTION 0ETA1. GENERAL CONSTRUCTION PERMIT A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE STATE WATER Z T N TS RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID� NUMBER SHALL BE 6. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction V) PROVIDED TO THE CITY, AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way. w Aw® � � ; IMPLEMENTED THROUGHOUT THE DURATION OF THE PR04ECT AND BE READILY AVAILABLE ON SITE ,rO CiTY Accidental de ositiona must be swept up immediately and may not be washed down by rain or other means. AND STATE INSPECTORS* A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT p INSTALL STEEL SHAKE R PLATE p o a WWW,CITYOFTEMECULA,ORG UNDER NPOES INFORMATION. • 400ppq�q�p00 7. Any slopes with disturbed sails or denuded of vegetation must be stabilised so as to inhibit erosion by 5o MIN GRAVEL CONSTRUCTION ENTRY ;- ,f�. � ( I �000 " p } r J , ` fr. �.,�) 5. DURING THE RAINY SEASON (OCTOBER 1 --- APRIL JO , THE DISCHARGER SHALL MAKE AVAILABLE, AS o � ao nO0Opavovpo0 `.) ;, l:.. C.: . wind and water. - or four times the circumference ;�,X c ' �' -� ,_ i NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE, ADDITIONAL of the largest construction vehicle tire, �`- ` .m._..__._ ---• --------._____.____�__ �._- -._-- ---- EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS % _.__- C w� I whichever is reater INSTALL SiL T FENCE TYP � � � 7 THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION. _ --...__.-- __-..._._.. ___.--_. .____.__-__.____-._...._\ I I Match �t___� `, ! Existing -�� -���► � �� 8. ALL ER051ON AND SEDIMENT CONTROLS 5HALL B IN P C D R ST R D R AIRED OR MODIFIED GRAN O�11�3� RUC C� , \ � � S � TE , � q � , , i �' Grade \ N rS r ..�.�...__._ S STEEL REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETER% ADJACENT PROPERTIES I R I �f N ;",�:�._ ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. ti. t' , I "I, /r 1 I - i =--XII— IF ANY EROSION OR SEDIMENT CONTROLS PAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE I �� !p \ ("., � REQUIRED IN THEIR PLACE. , ( j I.� 1 I ..? \ .-J I I I INSTALL DRAIN INLET PROTECTION I I � ' r � [� I ', 7r DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE I ;, I �� GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS ALL BE IMPLEMENTED I AREAS T , i HAVE BEEN I I Ill;�. �' Y'' CLEARED. `�: I INSTALL GRA VL SACS �2 -BACS f 11 C1��� III NOW D RiN TH RAINY S A N I N N�TR F R RA P HAL IN U 1 Ord V TATIVE �'_ a. U G SO , EROS o Ca OL o c DED SLO ES 5 L CL D o EGE 11 ;, % q �,r COVERAGE, WOOD MULCH, STAPLED OR PINNEf BLANKETS STRAW OR COCONUT , PLASTIC SHEETING I I +. r ` r -._ _ + (10-MIL), POLYPROPYLENE MATS OR OTHER MEASURE APPROVED BY THE DIRE TOR OF PUBLIC WORKS FOR � ir ._ \�✓� __ /_ PRAY- TR A A P T WITH MINIM M r r . �� S ON CON OLS ONLY N ED ND ST BILI FIBER MATRIX RODUC �3 U�, I ` 1 .4 c•-• `_ tiBONDED D -....' - U I I1 (140.00) ,• �" j.�.f. f 4 L) 1 APPLICATION RATES OF 3500 LB/ACRE AND 10 CAL/ACRE', RESPECTIVELY, SHALL BE USED FOR GRADES OF 4:1 - _..: __------- - r. \ I ..� __._ ____. ___.._..__.. ..___.._.___.__-__-_.._�.._.____._-,___-..._..._.-. ........_._... ____. _ __--__�___ _..-..•_.__.____._.__._ v........_.. r___-_--- _w _._._.__....._____.._._-_._.._....____-_.____. AND GREATER, JUTE NETTING SHALL NOT BE USED AS A STAND ALONE EROSION CONTROL. IF _-____,___ I I c: _._. -- -7 -t.. ___. __....-. ._ _.__,.. "' __. ! x --.__. ____ .. .._.._ _ ___.. _._.- _.. ____- �.__.__-_ _.___.._._.._.... _...--.-------_ _.__ _. .___ ___..-.._._ ..�. __• --____. ..._.. __�_...___._ ... ___,.___ __-.__..._ __-_. ___._ __..._ Q HYDRQSI DINC3 !s IMPLEMENTED* THE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED D _. �'-.w OQQ QQ O &__� I I i I�- ,I .. i +�i _ ,I i I Q Q GROWTH, INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC LATEX POLYMERS, SOIL �.-�� `{...+ �; 1 _. _-- �- 0,;-i Q a Q Q O Q r STADILI��RS, FID R MATRix, OR oTH R M ASUR� APPRUV�p 8Y THE DIRECTOR OF PUBNJC WORKS. i 3 y Q �\ c .16 I I ,I i I I ''y(l� _ !�7 r I ) ! ' / 1 �` \ a-_.�v..�,�._ c3 (]� Q Q ( l _ -) ; , ,, _ -._._ ���' O O O O O ° I R A I I A I R SILT F �I i !ii L, ____ ._. _ _.. I \ I I •1 Q O a �.. 9r SEDIMENT CONTROLS SH L INCLUDE D S LTING BASINS, GRADED BERMS, FIBER ROLLS, S L CES, ,.,, _.......I `.. I Q O I i I ..- _._ _a - _ _._ __-I- ___.. _..___ -_..._.. _-_ - _-._. ._._.. ____ _ _..__.._�__._... _.._._._. ._W-__ - a �. -N, -"_._.. _.. ....� . .......... _- _-__ "-__ ___ ...- __... __. _..._" .-_._.. - -..... .....- - -_ Q O 1 I I! ! - __.... + I ___.___.__...__-__.-�_______.__.._..__-_-.__.__..___.._..___.'I ° Q O c_._) GRAVEL BAG CHEVRONS (3/40GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC, � ; -- � I I Q Q a ! 1 . - 4..'. �- ' . I` I I I I I I i �� O l • I i I , 1 i , � f-..f-.._ O O O C ALL ONSiTE AND OFFSITEFLOW LINES (V—DITCHES, BROW DITCHES TE RACE DRAIN RIBBON GUTTE)JI",--"-''" I ' I. ! Q O 10.O__ 4�' Q Q QR S R S " i " .. I a._J �� O O O Q O TER3, ETC. AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, 1C - I I i I[ -~ O Q CURB GUT .z ., _'.. E­' ''_,.. � I� i ; - f. I; f' �._ 0 Q Q O ° Q CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS ! M_ .- - '', , I � I, iI i I; I -. Q a0 aa a AT ALL TIMES. aI �I - DI _ HI I i I �- Q Q Q Q Q c i I t _11I I �� 1 I I I I -- _."".,_-_. .._...__-._.._-.--_ -----_. _,_.I I—-_.. O Q Q (,, i�-h... );, '' O Q Q O - 11, CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS, WIRE MESH tii _ I II I ji i I r r I (I I i i i __-..._._ _....._.__._..__.. _----_--_.__......_�..__.._-_____..._._._._..__.______. O Q O O _I C_a•i l C '-10 �' 1' I�_ ,I I O Q O ° O Q Q r,��c- TRASH RECEPTACLES WiLL No'r BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, 11 - I Ii .� I I' I I !--- --- : . I i! I I i' II Q O O ° ° O :�: `"I PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK I ice`.�� , i I ! I I :::+ i O `� Q r F-i ; It -; -( I �- O O O O �-�I ;��}�' RIGHT-OF-WAYS, AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN BINS AND WASH--OUTS SHALL BE I 1. O , _• .� , I •�� Q O� Q I �_ �., 1 (,I ' �- .. O \, Q O O 0 I .�� COVERED WITH A LID OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO THE DRAINAGE SYSTEM. I I - , . i..............�.................----.............._.---.-._�__"_..__.._.__t I _._..__ c C) Q O I i i ,i �.......� I I F. _. .. I O I � . O O __... ��... ---- O\� _ -- I ( �_Q O O O i 12, CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES ! I r I I j ____-. c ,Q Q Q Q Q Q Q O Q ___.. µ __., _ _.._. _ _._....._ ___ YEARROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH STREET ! ( ) ) .�.�- I I 11 1 1 ..1..,. --. L ( , n ,�,.... Y Y Y t, 4 �.../ _/Y j� Q �._ [w�l !' r ° O 0� '-- •-_.. GRADES EXCEEDING, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT � .. /\ �, . ... t , i I I I Q Q ( / r ` w r ; I�_` � , `:-i11 I L - I Q ° -'.�Q a _.___..............._.._r_ TRACK-OUT ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO i I I. r __. Q . ------_ _ ___.__-_-- -r••. I ��-� �. O ° ° O p c.X. :�E.' ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS I (' �, _.? %,� C: 1 11 'I - 1 I ry-j '' Q Q Q WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME I .... I -�.� I I I F 1 T y,. _ I \ i 1 ! III i \.✓l._J, ' ) I ,__� �'-� r-'` Q 1 p► INEFFECTIVECONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR 'TO THE APPLICATION OIL ! ', :�. I �~ r�- I \--.)�_J z_ - ; 1'. .. ._....__.__._ ._._-_M _....._..-._.._....____.___.__...m.-._.__ r_.i�� O r O O Q ASPHALT SEAL COATS, HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED TO FILTER THE WASHWATERr 1 I �� .. ,I i (_­ ,. .I-- _ -._..-_.",,__""--- --...._._ -____-�_.._-_ __._..._-- ��._...___. , , , I0 1 ZION 11 I[,-"-,/\ i . ---,---. @1 I I � • O 13. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES►, DESIL�nNG BASINS, I1 I [I�J1 (�� _ �.....�I I f ' i r,.,, I_ "..}r-_ `,. _.,\ m,)�.j r -_ i I �. i I 1..,"I: �.. L r I I !__ i.-- I -. -,`I�- L ' I ...)[-�f I _...-._._i �.r-y O I t F I i i i I ; ,}. !" ��Q a O O O — STREETS, ONSITE AND OFF--SATE FLOW LINES, DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A r I ' � " r ° O O O r' DISCHARGE FRAM "THE SITE AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR . � � ;1 / / 11 1! I I > , .... ..... -_. ' ' 1`� ��!�I,. ,�� �+ .,)I L^ i . ���� i I ),v 1 !4_� ,; �_.l 11! I f O ;' I 'i Q Q O O Q C I� _ O - - TO AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED } O c�.?� _ � QOQ OQ .. �. I I i - O _ ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL BAG OR SILT FENCE CHEVRONS INSIDE THE �-�- I ..L• ,. , 1 III - I . r , ) a O _ SI WA RI H T F�' WAY WH R APP I A I I I � I � � ., I ,� .,"�.._'.,�_.-�I f ,,�) f• , ��i ,�_-�� r:,�-, �.�._____.___µ__ _.._._.__�. ._..-���__--_._ ___._.___..M_._.__.�._ DE LK G O , � � L C BLE ti I ,I i " +' _ O 1 I I I I .... I ! 'y. h� p O fQ ° O ° t � i4. D�SILTiNG BASIN�3 SHALL 8� CONSTRUCTED AT THE START QFr ALL GR'AQING gP�RATIONs AND Si D 1 )rrJ ,I i 1 I, I ,, 6 Q �� Q O O Q INSTALS. GRA VEL � Till K i I I , I 7 O ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (4600 CURIO FEET OF STORAGE PER ACRE i I:. 1 /A I I; I __ QO QQO a I ' �'` Q Q DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE I I ____ _; I� I I • O O_._ !._- -------- -_. !- �_._1__--..._._ I O O Q .. ._- ___.-.- - __- _.. -- __•�_......... __ _-___ __._._._ I ___.__-.-_. _._. _._." __.�.�._�_._._ __�___L.-_...—._"__�- _ _ a O FILTERED AND DRAINED FROM THE BASINS BETWEEN STORM EVENTS. { I I -1 � o a O r_........-,_ _SE©1MEMT_CaN_TR0L ICI Q O __T O O O O I/j i ._ � I I i O a Q O i �' ; `7� l 0 �:. ;�I ' 1- I i i ' • _._. +� Q Q a Q 8 MIN. LNTf� 1�. STORMWATER RUNOFF SHALL NOT 8� DIRECTED OVER ANY SLOPS WITHgU1' PERMANENT DOWNDRAIN3 �_ l I L Q O O INSTALLED. TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES ,, a1 l,. l T n ,.\ II I I _X i ' t -/( Q Q Q ( ' t,/r, i � ; ,�� �� _ I; � m� O a Q a ,.' I �, �_t_; 1 _,, -!.I' I�._-._____ Q O ° Q Q UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED FIBER ROLLS SHALL BE INSTALLED IN [I.. � ,,� I ! I s--- _ O a Q a EE� E DES OF 3R 1 AND O O ! . a Q O Q ! INCREMENTS OF 1p F r MEASURED D VERTICALLY ON THE FACE OF SLOPE FOR GRADES i f l II I I `' `'`' ? .•.• I ! I O O O a ° c GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHALL BE INSTALLED I ,;I �• I [_Jj Q Q a Q ,f I I i i �s I \ / (. Q O Q O Q Q AT 'THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. f f i f i ._-- ... _... I �.� ► �� OQQ QQ a I __ , � I I L W QQ Q Q QQ [ T r Q Q MATERIAL STORAGE AREAS SHALL BE ESTABLISHED,, FUEL TANK , PORTABLE TOILETS, LI IDS, GELS, AND Dc � OQ ° a Oa -� POWDERS SHALL BE STORED AWAY FROM STREETS SIDEWALK RIGHT'-OF -WAYS AND DRAINAGE INLETS AND t - . \ i i; I 5 Q Q Q a Q Q , , _•_ ' O Q O a SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A 00 �1 , I , r ,)+ /-, I ' t,, \ ��} Q FORECASTED RAIN `. r..... I .__/ I � ff C 1-� t^ ` - I ; 0 O a Q I � I O , J 1".// [__ -� (.:1.. �,_. ,/ ..-....----- .--_.. ...... _, O Q ° Q a Q INSTALL STEEL SHAKER PLATS A PORTABLE MIX R HA HAVE PLASTIC UNDER-LINERS T TA PI GRAVEL A SHALL QQ aQQ 1�r 1_ I , <. ALL MIXERS SHALL E LAS C VNDER LINES O CONTAIN SPILLAGE, G A EL BAGS �I ,L. , :, •.��. .- :. ,:�'� r `' I �` ` I I `` f I Q,1`1 a Q O C ALSO BE PLACED ON 'THE DOWN-HILL SiDE OF THE LINERS TO CONTAIN DISCHARGES. _� 1 i L.... Y I I �,( ,•,. ,` _...--,._,_ ..f.- I r:� r�V)�/ f i 4f-, ��` .__.____.__...... _ .__ _.. �_, j O _ ' _ _-._....._ w.,- _.-.._ �_ ....__.�. ..._-- - TI I 1 ` ... t r f \ l.. i I- w. 11 _.` I O f � r � T/ r ._...._.µ. (A a O O 18r THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO I �\ I ,�`� r c f .. _. .. '�-•...._..._... f"I /�.r' I.I fx \.,'� ! ; ;--. ` / I I I,I i... , .r� .,r 1 y- n r rin.... .�._..._,c�............- __SI ...--..........___..-...._-_- ) �_J� Q l.► �. ; ;;;':: �� ��. '� I f I f I ,-. _......_.__..--- - _ a ° O O ERO5IONAND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE i..-.. / - - t....._ l._.._- I-_',- \ , " / 5 r[ �. / I O O _. ! s - _.._- -- _�...... - _ _ �_.__�___ __._.I. I O - \. _ �\\ I - �� O ): \ ,,\ �Ill/ . _._-. _..... -_-----_,"__,_.. __.----._. --...._. _..._.._ "._-__..-._._"._....... ._�_. O/.____..______.______ -_ ___. _ PUBLIC. HOWEVER EMERGENCY ACCESSES SHAL MAINTAIN AT A TIM `�. I rI � ,,, \ I', ' ......... (,_.,. \y ,` 00 - ,_,.,.,... � G �.✓ �, _I _._. , L I /,.-.,._�.....___..",__­ ), O E L BE MAINTAINED L E a ... _... _ _ __.-._..-. .........._____�._ ..-_ ______..__ .` I I ) , 1\ { i _ -_�.,. _ .'�..._.....__..,.......__._ ___..._ ._._- _. fir` ` ....._.._. I 1 r -_ ,I '�.. .. .. ---- _,..„_m. ......._...__._...-. Tom__.._.•... I_ .. .. \ ` - O : O F I - - - - ' __. ._ C _ __--Ca _. � ___.___. _..._.". �___._. __._._ 1`1• NO OBSTRUCTIONS OTHER THAN SEDIMENT CONTROLS SHALL 8E ALLOWED AT ANY EXISTING PUBLIC OR , , , I c.. I I I f 1! 1 ! ,\ / I, , ; r _........ _ � i , ,• I; I !I _ ) F,�I :,.\ PRIVATE STORMWATER CONVEYANCE SYSTEM UNLESS ADEQUATE TEMPORARY OR PERMANENT DRAINAGE \� I I -1 "= r1...�., `,1., I 1', �.I ..._..._j (•\ I `,.�� •l.) ( �r f \ I , , fi\,-5�J v ,✓ , % \ _', i I V •�_ C-1 FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS To CARRY SURFACE WATER TO THE r __ _ , 1.\ 41, , �, , -�� -y' _ �� ''" ` '� I � •' C� NEAREST PRACTICALT RM RAIN R NATURAL WATER R �. , 17 , I k I 7 - .1 ... ri ./.___.".._.._..__._ I �) If I S q n O N TU L E COU SE. / /I 'N 11 il. -rI � _.�----- ___\.'r�, �ww�I I.._�i I ,� i lid -I \, I ._ -1 �i. .�-_=-,- `�T T I t- � — _�.__�}� I � ,� � /` -.w. __ W _w_ _..__ _. _�_ _ ___ r, __ _-_ T _ �::��' 2t�. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO I � 1 .'f / Z c 7 r 1-.��- �• �f I .__.__� _"""�". --....w..___.._..-. -.._ _..., _ .�,.,- _ :M�- f�:'-_'•'t'_. ,r.... _._.__.,.__. _-�..,._.w..,.�"�` -_...�"�................_.. � � /f � • _�.....1.� __... ___ ._..__._ I7 1 J __ I / I I �. �. ..__.._ � FAA THESE MEASURES I A I P DITCHES WITH I fi __ _ ,. _ GRADE, E EAaU ESN . TEMPORARY ICY WN i�'AIN PIPES A D J _�.. �_.._._...__._ __.. _ r ___.��. -�-•• D ES INCLUDE: TE O DO D S s OR PAVED C ES I 1 •r• -. . _.._W_ _ - w - ..... ..... . ._._ I I I ___�__•__- / i r i - _ I / PROTECTED OUTFALLS EARTH BERMS AT THE TOP' OF SLOPE VEGETATION MULCH FIBER MATRIX J�� I b\.... , ,l._. I a i . I I r r I �, r }( ' + r r" r,. I ..._ _._-._.. -.- __._.... __.. -.__J _. -• _..._.... i . ,, ...___._�.��� __�_ � _-. ..______..�� .- �._._..._-____.. ,/ ���---------�,�, { .� ,� � { �- '. ,, , �_ l �..r. PRODUCTS, BLANKETS, PONDING AREAS, CHECK DAMS, FIBER ROLLS; GRAVE. BAGS AROUND DRAINAGE F I_ .._ f? __..._.__. ._...., �.._ -I m._ ___ _._.-. �. � / / I I i c , (_ . r) ;�, -; A r _� _r.$�--_ `_�_W_w_-.-=..r.-.._:� _._ ._w. ETS, AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES. INL 1 \,:% �� I. : N L ,,� / / - / _: t:, ��'\I, r.. I E- `. --a I ..,\ _"_._".-__..._.._.___- RAINY SEASON PRIOR TO THE ISSUANCE OF A ��°``r 6 1 .__., , \...?,,,._) / ` f..- Y f.. t_.. s V V, I t 7 1 -)I r _. _. .___ -- - _ SLOPE PROTECTION MUST BE IN PLACE DURING THE �: t - CERTIFICATE OF OCCUPANCY TO PREVENT EROSION, f C 1 / / -- -----, ,-,---- ...... .J/ / I /... .. —_ - _...... _ .,.._.,.._._.._ -_ _ _ _..._- .....•.._ ...__. _..._.--,..-. _.._. _ _.__ _._... \ w... ._...... ._._.-_...... -.._ - -... r �_,.._._- ,,..--- .._.__._, ------ _.m.,.__.....___... _�_ _._..-..._..._... r f - - __ --- __.._..._.- _-____...__-____-._ ___ -•____--___ ___._..._W _ ._ _ _ _ _.m._�__..__. U %) r - / _..___. ____._.._..._..._...._._. _.._-...-_____-_ __.-__-. ._.._._.._._. __-_-_. _.---�__�___ THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE I -11 -- - - f -•- , , _.._._ - ___._..____..-..- _..__ .___..1_" _ _..- � �\ _.. ' A FORCORRECTIONSF "/ I 1_,' ,,� ..1. ); 0' �•, - �- _.____. _-__ DEPARTMENTS APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER O O ti ------ —.- .�.�. x=. . `:__ .. _.., .---. G \ I .�. a •;n i ERRORS AND OMISSIONS► DISCOVERED DURIN0 CONSTRUCTION. r }-._�n� ...-..._ '"[L L-rr.�.Q...� 171 , ,.w�wr......+..... ._....._..... ,• ...u,-� .�-�r �..��r ��w �..r..r...nwr .n.n..��.r ..r..,w....w-� .Y...!^l7-�i!-'"�rr-"'Iw """�..w...,"'r .""^� nr .�+r ..i.w....,.r -...rr.......� ^..��w +.��r ..r ...r+....�..w+.► .ter .... +. .......r...r r...r...r...I r -ter^► .......�...� ,,,-,,-^. N A / , / I-- ...---- .11' / ': I I I I a tt�� i.J ■..J ` ,,. 1. J x 1 `) � i N __._..__ ! _.,_ CONSTRUCTION NOTES *� , . �1....1� n-I/I " _", _..._ , .V� w . " ........... . k.___ I f / ,� I . �_ D . 1.. . ii.r < ' ____.�� � .,.,....,.-.-. .ram .,....-......... ..�..... ,, C.J �V �� .—.--. �.._._. � ____.... �.... ... ... - - - ___- 0 !N S TA L L GRAVEL 8A CS (2—BAGS HIGH) �. .... .._.._. ._-...._.. �..-._. '......._. ._-._..-. ___.:.. �r..--..._.�. ..-__.._. � �.. .-�... . .._.�. �.,...-. .,. ........... .,,....,,,.... .�,..:: ..--.--._-.o ...,.....,.. .-.�.. ........,.�.. .. .. ;� ".___..,., 0 INSTALL GRAVEL VL THICK AT D W Y 'aR TEMP. SEDIMENT CONTROL 01 �. / . r \�, �r�l50301ol 1V ,UU2 5� F_•- �,. Q) INSTALL SILT FENCE .... .,...._.-* �_. �.� 1 � .. . ...�� .------ . ..A____W_� ...,...� _._..__... ____...,. _____._,. _,..._. ...,..,._� ---- - T 1- U 1 .a I 002,1 r ) � "11'% 0,INSTALL S 'aIMNT CONTROL L�R"AIN iNLT PROTECTION ;....—�. --- �-_-P.0 -----.�� r�._.�r, ----_-� ..- P--.. �� ......�. —.-....... ,. �...._.� .....�. -�....--o -- .. _,.., .. � ---.�.,. �.� .._._,... ...,....... -...,..... �- ,__.___,_, 0 INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTf?ANCE i r'✓ f1 f r x OLD TOWN T S ?JL:j E r f + .-�----,"--,---,---,-,-.-%.--,-.��--�-�.....................w.-- __ ) - . ....•....._..- r' - ,/ ....... I... /' 1 s / -.....a___ E 12' - — -1 --- ..%' 0— . I ,.I,-Ir, ....'..n. ­­ R CW T . .. GRAPHIC SCAZ� Mine _rLns _____._..�_..___._ civil +� 43 , , i `, �'+ 10 0 5 10 20 280 OW TOM FRONT STREET (961) 506-969(9T511) 506-4919 FAX I ........_ SUITE 315 -W ---- .. . TEMECULA, CA 92590 ��► BAR n �, a . SCALE: l,f z 10' --.---........... ,1 PtKMIT NO.. L007--,*081V1r1X SEAL Drawn Checked B ?12J1P7,. DRAWING NO. CgNSTRUCTI�JN RECORD DATE BY __________�- .. . . .REVISIONS BNCMMARK ALE E Designed By Y y R1/11NED BY: S C p�oF spa DATE. _.._ � . ... . ... . . -.---..1L. . r< DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �'� LANS PREi AR D UNDER THE SUPERVISION OF RECOMMENDED �3Y.0 ,00r,00111�. '. - DATE. .01/ - . )$=lot �v . ��xl EROSIO MW rDateACCEPTED BY: .�.7r��'7 3 Inspector p ��. 9�3d�ae � ....�.,.-�----..,�..�---- DAT G.r• �•drr �r. SEE SHEE-r 1 * NIEL A. YORK ►`� �.,r. Y,g,x VERTICAL HE�./1 0 Lr L V ,S�.+� s Civ►\- a` ` DEPUTY DIRECTO OF PUBLIC UUORKS CITY ENGINEER ' .11W All"I, P`Aoe=o0338 . -�� NO.. 3630 8 Date Completed � �Q4 R.C.E. Explre� � 30 �NA OFCA� p��,1044:o LOTS 30ow32 OF BLOCK 21 MB10" 'AGE 72e SHEET 3 OF 4 RrC.E. N0. �3212 Expires � 31 �8 '� FLO~GARD DOWNSPOUT KriStar Enterprises, Inc., Santa Rosa, CA (800) 5794819 FLO=GARD DOWNSPOUT FILTER 10" DOWNS POUTS-(Models FG-wDS10) SEE SHEET 2 FOR DETAIL INS TA L L WQMP CA TCH BA 51N S TORMFIL TER C ON TECH MODEL S TD. CBSF1-NNNN C—D TL �- 6 -- I CARTRIDGE CONCRETE 1'-5"� ( ' �'-8"�I CATCH BASIN STORMFILTER DATA 22.000�� STRUCTURE ID •� �4.4 — WATER QUALITY FLOW RATE c/s 0.15 cfs 0.15rcfs • ° 18.000" PEAK FLOW RATE <1 cfs 0.63 c/s 0.76 cfs f-', '��,,� RETURN PERIOD OF PEAK FLOW rs 100 YR. 1 OQ YR. — -- — CARTRIDGE FLOW RATE (15 OR 7.5 m 15 m m _ $ -- - — MEDIA TYPE ZGP ZGP ZGP 3' �h --- - � � ` `� •' RIM ELEVATION 1003..�5 1003.35 INLET DIAMETER 8 8 a a � � ..'' OUTLET DIAMETER 12 10 1 .000�� s.000^ _ ., INLET INVERT ELEVATION 1002.25 1002.40 .5001, O OUTLET INVERT ELEVATION f000.70 1001.05 3/1 6" ' . �4 CONTECH MODEL STD. CBSFf—C—DTL —' CARTRIDGE CA'rCNBASIN-TOP VIEW CARTRIDGE CATCFiBASIN-SECTION VIEW B IL 13.89" B 2 ni ICI 5'-3" 21- 12" 2'-2 I/211 a � ICI I'-6 3/4" a 3 I/2" PVC WEIR I (� �� � 2.3' MIN I 33. 00' I''10 I/2 �'/�F f , r, '�'�' _� 0 6.72" z�.00�� aa.oso 24.448" OPENING INLET PIPE =� 4 fd GLEAN OUT WITH PLUG 0 /2" PVC BAFFLE �. �: OUTLET PIPEIr I 1:=H CARTRIDGE CATCH BASIN-SECTION VIEW C I I LA� I+ 14 I "1 � — s � —` - 2 CARTRIDGE CATCf1BASIN-PLAN VIEW I) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR 6 (800) 548-4667 2) FILTERS TO BE 51Pt10N-ACTUATED AND SELF-CLEANING, STANDARD 8" a DETAIL 5F10WS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER 0 O •: . - I 13/4" REQUIRED TO BE SPECIFIED ON SITE PLANS. lei 2 ��2�� 3) INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED. JOINTS ??, TO BE WATER-TIGHT. 19.00" AA 4)STORMFILTER REQUIRES BETWEEN 2.30'AND 2.9'OF DROP FROM RIM 1121, PVC WEIR TO OUTLET. INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND 23.500" 4 PROVIDED BY CONTRACTOR. PIPES TO BE GROUTED INTO PROVIDED 3'-4" 4 '° � CORINGS BY CONTRACTOR. •'�'`�'` I/2" PVC BAFFLE 5)ALL STORMPILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. I'-O 3/4 4"(D CLEAN OUT � WITH PLUG 3 11411 2 I/GII CARTRIDGE CATCHBASIN-SECTION VIEW A Q INSTALL WQMP CATCH BASIN STORMFILTER CONTECH MODEL STD. CBSFI—C—DTL I I u NOTES: 1'7.80" I I 1 S•7S 1. Flo-Gard Downspout Filter is available to fit most Industry- I � I standard downspouts (see specifications). 2. Filter insert shall have adequate bypass capacity to allow downspout to flow unimpeded at all times. 3. Filter assembly shall be constructed from stainless steel (Type 304). 4. Filter medium shall be Fossil Rock installed and maintained — — — — — in accordance with manufacturer recommendations. 15.88" OPENING OINSTALL FLO—GARD DOWNSPOUT ON ROOF DRAIN PER KRISTAR MODEL FG—DS10 Civi I Eng%neerin 28465 OLD TOWN FRONT STREET (951) 506-4869 (951) 506-4979 FAX SUITE 315 TEMECULA, CA 92590 PREPARED 9/13/07 BUILDING AND SAFETY REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACC E ILITY ONLY APPROVED 8Y: M E DATE . ..... PERMI T NO.: LOO 7-081 GR CONSTRUCTION RECORD DATE BY REVISIONS BENCHMARK SCALE SEAL Designed By Drawn By Checked By oQROFLssioNq� REVIEWED BY: DATE: � Z's�J CITY OF TEMECULA DEPARTMENT DRAWING N0. Contractor HOIZONTAL �c►�°� �O'��`�tic� OF PUBLIC WORKS 9 2 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: DATE: 91Z?P1407. Inspector N7S � No. 38308 � � ° PG _.4 DETAIL SHEET SEE SHEET NO. 1 VERTICAL ,� �o. 6/30/08 * Date _� D ACCEPTED BY: DATE: _ - "� ,: . '�� PERKINS 5TH STREET Date Completed � � HECTOR L. CORREAPANIEL A. YORK � '., i---�a P NTS 9TFOF�AUFO R.C.E. N0. 36306 Expires 6 30 08 DEPUTY DIREC R OF PUBLIC WORKS/CITY ENGINEER � .,.:,-;:,..:,.., PA06'O33$ R.C.E. N0, 43212 Expires 3/31/08 ,����j$nD° LOTS 30INNNN32 OF BLOCK 21 MB15 PAGE 720 SHEET 4 OF 4