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HomeMy WebLinkAboutBook 15 Page 726 Lot 31-32 Precise Grading Aw EROSION CON TROL NO TES: LEGEND � ENGINEER'S NO TE TO CON TRA C TOR BW BACK OF WALK GRA DING NO TES. I. /NFORMA TION ON THIS PLAN IS FOR EROSION ANU SEDIMENT CONTROLS ONL Y. SEE THE GRADING PLAN FOR ADDITIONAL EG EXISTING GRADE THE EXISTENCE AND L OCA TION OF ANY UNDERGROUND UTILITY PIPES AND REQUIREMEIV TS. A COMBINA TION OF EROSION AND SEDIMENT CON tROL S MUST BE IN PLACE FOR ALL SOIL-DISTRIBUTING FIG FINISH GRADE � - ,�. d STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED f�Y A I. ALL GRADING AND RELATED ACTI I/l TIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE ACTIVITIES BY OCTOBER 1 OF EACH YEAR AND, A T A MlN/MUM, MAINTAINED Tf-/ROUGHOUT THE RAINY SEASON (OCTOBER FS FINISH SURFACE - - -- - - 1��_ - - - - CONTROL ORDINANCE 04-04, AND lF APPL/CABLE, TO THE STA TE WATER RESOURCES CONTROL 7-APRIL 30�. TIC -TOP OF CURB s, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACT/I/lTIES FL FLOW LINE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 2. DISCHARGER CONTACT INFORMATION.• EP EDGE OF PAVEMENT PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BEAM/N/MUM OF lq DRAINAGE SWALES SHALL RUSSELL RUMANSOFF FF FINISH FLOOR 3� CONCRETE GUTTER RESPONSIBIOR NOT LITY TO O NOTIFY N ON THESE PLANS. OWNERS OF THE UTILITIES OR BEAMINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' A WA Y FROM THE TOP OF (909) 652-4431 PAD PAD GRADE 3 GRADED SLOPES FINISH GRADE SHALL SLOPE WAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN TW TOP OF WALL N.T.S. STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER �41",5. THE DISCHARGER lS RESPONSIBLE FOR THE IMPL EMENTA TION AND MAINTENANCE OF ALL EROSION ANO SEDIMENT TF TOP OF FOOTINGASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND PER FOOT FOR A MINIMUM OF 3 FEET. CONTROL WORK, AND SHALL INSURE THA 1' WORK lS IN ACCORDANCE WITH THIS APPROI/ED PLAN. lF SOIL DISTURBANCES HP HIGH P01NT UT/UTY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.• 1. MEETS OR EXCEEDS ONE ACRE, A WASTE DISCHARGE IDENTIFICA TION NUMBER (WDID) ISSUED 8Y THE STA TE WA TER LP LOW POINT 6„ r r- THESE PLANS RESOURCES CONTROL BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY. IN ADD/TION, ALL EROSION AND SEDIMENT ��� TOP OF SLOPE �F 4. PROI/IDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY >00- YEAR STORM FLOWS, CONTROLS OUTLINED IN THE SITE'S STORMWA TER POLLUTION PREVENTION PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, i •• RATE OF SLOPE � - _" , ACTUAL THICKNESS OF BASE MA TERIAL TO BE DETERMINED B Y SOIL TEST ANO OR PRO i//DE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES O TIER 3' IN VERTICAL HEIGHT `V TOE OF SLOPE � • •. . • • - . cF RECOMMENDED BY THE SOILS ENGINEER. R-VALUES, SAND EQUII/ALENTS AND OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWA Y FROM THE TOP OF OR AS DIRECTED B Y THE Cl T Y S NPDES INSPECTOR. Fs �. • • . •. . - - � STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF CORONA � EXISTING CONTOUR, ELEVATION _ - - - - FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. SLOPES. 4. THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT ANO WORKERS FOR EMERGENCY WORK A T ALL TIMES DURING � J� io .' - ."- - .'- • • . THE RAINY SEASON. NECESSARY MA TERIAL S SHALL BE STOCKPILED A T CON I/EN/ENT L OCA TlOIVS ON S(TE TO FACILI TA TE - - - S- - - EXISTING SEWER - �� : � - • • ' : - - 5 ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL RAPID CONSTRUCTION AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. TEMPORARY EROSION NO CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM ENGINEER, OR ENGINEERING GEOLOGIST WHO SfIALL CERTIFY THAT ALL FILLS HA !/E BEEN PROPERL Y SEDIMENT CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCT/NG FACIL/TIES ANO TAKING MEASURES - - -�- - - EXISTING WATER UNDERMINING STREET IMPROVEMENTS. UPON INSPECT/ON OF THE SITE, THE PLACED AND WHO SHALL SUBMI T A FINAL COMPACTION REPORT FOR ALL FILLS O TIER 1' DEEP. CITY ENGINEER MA Y REQUIRE TEMPORARY GUNITE SWi4LES, ENTERING OR NECESSARY TO PREVENT, REDUCE, CONTROL AND ADA TE DAMAGE DUE TO WA TER, MUD, AND DEBRIS RESUL TING FROM EXISTING FIRE HYDRANT ��� -- O�� TR A N S I TI 0 N CUR 6 LEA I/lNG /MPRO I/EMENTS. A REGISTERED Cl!//L ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS EROSION AND SEDIMENT TRANSPORT/DEPOSITION TO PUBLIC AND PRI VA TE PROPERTY FROM CONSTRUCTION ACT/I/l TIES y ° OF THIS PROJECT. 6. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH _ _ _ ___________-...._.. PROPOSED CURB OUTLET N.T.S. � 0 S�'ECIA- L NO TE FROM PR/VA TE ENGINEER TO CON TRACTOR THE APPROVED GRADING PLAN PR/OR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL 5 CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEI l/E IMMEDIA TE GRADING A COMB/NA TION OF EROSION AND BE TO LINE, GRADE, ELEVA TION AND L OCA TION OF CUT/FILL SLOPES. SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS WHAT HA l/E BEEN CLEARED. THESE MEASURES MA Y INC[.vDE, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERA Y BUT SHALL NOT BE LIMITED TO.' SEED/NG, MULCHING, BLANKETS, MA TS, DES/CITING BASINS, GRADED BERMS; SAND _p_----'"" FINISH CONTOURS 24„ FINAL COMPACT/UN REPORT IMLL BE REQUIRED FOR ALL FILLS GREA TER THAN ONE FOOT. AND/OR GRA I/EL BAGS, FIBER ROLLS, FlL TER CLOTH, S/L T FENCES, CHECK DAMS, CHEVRONS, DRAINAGE INLET '" sy ��, ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CON IRA C TOR WILL BE 7. PROTECTION, ETC. CARE Sf-/ALL BE EXERCISED TO PRESERI/E I/EGETATION f�EYONO THE GRADIAIG LIMITS. '� EXIST. WATER VALVE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATONS OF THE PRELIM/NARY •PP EXIST. POWER POLE - 8 SOILS INVESTIGA TION BY LGC INLAND INC. DA TED 8/20/2004. TWO SETS OF THE FINAL COMPACT/ON � CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 6• ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (I.E. INSPECTED, RESTORED, REPAIRED, - r •'. � REPORT SHALL BE SUQMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE ----:�� ;r-----�-�XI ST. SEWER MANHOLE INCL UD/NG SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS FOUNDA TION DESIGN RECOMMENDA TIONS AND CERTIFICA TION THAT GRADING HAS BEEN DONE /N OR MODIFIED) ON A CONTINUAL BASIS THROUGHOUT THE SITE DURING CONSTRUCT/ON ACTIVITIES TO PROTECT '- • - = = REQUIREMENT SHALL BE MADE TO APPL Y CON TINUOUSL Y AND NOT LlMI TED DOWNGRADE PER/METERS, ADJACENT PROPERTIES, EN I�/RONMENTALL Y SENS/T/�E AREAS, WA TERCOURSES, CURBS, � � . ' . • ' • : .' -'- i� CONFORMANCE W/TH THE RECOMMENOA TONS OF THE PRELIMINARY SOILS REPORT. GUTTERS, STREETS, DRAINAGE INLETS, AND OTHER PRIVA TE AND PUBLIC STORMWA TER CON I/EYANCE SYSTEMS � TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER STAMPED CONCRETE ,. AGREES TO m............. DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS l!V ADVANCE 7. ALL REMOI/ABLE EROS/ON CONTROLS, SUCH AS BLANKETS AND MATS, SHOWN ON THIS PLAN, AND OUTLINED /N THE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 9• REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED SWPPP (IF APPL/CABLE), SHALL BE /N PLACE A T THE END OF EACH WORKING DAY THROUGHOUT THE RA/NY SEASON. ASPHALT PAVING EXCEPTING LIABILITY PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. SIMILAR CONTROL DE VICES SHALL BE IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO Ml TIGA TE DUST FROM <� y. THE PERFORMANCE OF WORK ON THIS PROJECT, WIND EROSION. � CON C. CURB 8c GU TTE 6 ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL, PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 CONCRETE N.T.S. 8 DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER Cf/EI/RONS, DRAINAGE INLET DIVA UTH ',r�IZEO CHANGES A ND USES CUT AND FILL SLOPES SHALL BE PROTECTED WI TH A COMB/NA TION OF EROSION AND SEDIMENT PROTECT/ON, SEDIMENT TRACKING CONTROLS, ETC, SHALL BE IMPLEMENTED. /N ADDITION, ANY NUN-STORMW.4 TER 10. CONTROLS TO PROTECT THE SLOPES FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. DISCHARGES ASSOCIATED WITH CONSTRUCT/ON-RELATED ACTIVITIES MUST BE PREVENTED FROM REACHING STREETS, � REMOVAL CURBS, GUTTERS, AND ALL OTHER S TORMW.4 TER CONVEYANCE SYSTEMS. ROUT/NE STREET CLEANING SHALL BE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, POST-GRAD/NG ACT/I//T/ES SHALL INCLUDE ODE, BUT NOT BE L/M/TED TO, INSTALL/NG, WHERE APPLICABLE. PERFORMED B Y DRY METHODS ONLY (I.E. STREET SWEEPING. IF STREET WASHING /S REQUIRED, APPROPR/A TE BEST CM L WATER CEMENT MORTAR LINED WATER MAIN OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS: �1. GROUNOCO I/ER, TREES, SfIRUBS, OR A COMB/NA TION THEREOF IN ACCORDANCE WITH CITY CODES MANAGEMENT PRACTICES (BIVPS) SHALL BE INSTALLED TU UIRECTL Y ADDRESS THE WASH WA TER, OR AS DIRECTED B Y ALL CHANGES TO THE PLANS MUST BE /N WRITING AND MUST BE PR/OR TO THE APPRO VA OF FINAL INSPECT/ON. SLOPES O I/ER 4' /N !/ERT/CAL HEIGHT SHALL HA I/E THE C/T Y'S NPDES INSPECTOR. AC WATER ASBESTOS CEMENT WATER MAIN APPRO I/ED B Y THE PREPARER OF THESE PLAINS PERMANENT lRR/GA TION SYSTEMS W/TH BACKFL OW PRE!/ENT/ON DE VICES PER THE U.P.C. 9. ALL CONSTRUCT/ON ENTRANCES SHALL BE STABILIZED (I.E. GRAVEL, SHAKER PLATES, ETC.) YEAR-ROUND TO PRE!/ENT FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED MUD, SEDIMENT, AND DUST FROM BEING TRACKED OUT OF THE SITE BY VEHICULAR TRAFFIC. � EARTHWORK QUANTITIES >2. OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MA TER/AL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED RAW CUT RAW FILL , KEYED AND BENCHED � o INTO FIRM NA TURAL SOIL FOR FULL SUPPORt A REG/STEREO Cl ENGINEER, SOIL ENGINEER, OR 10. ALL SlL T AND DEBRIS SHALL BE REMOVED FROM Cf-IECK DAMS, SILT FENCES, DESIL TING BASINS, CURBS, GUTTERS, �'�,o G� 120 Cy 180 CY ENGINEERING GEOLOGIST SHALL APPROVED PLACEMENT OF FILL. STREETS, BRO W D/TCf/ES, TERRACE DRAINS, AND OTHER PRI VA TE AND PUBLIC STORMWA TER CON I/EYANCE SYSTEMS LOT SIZE \ PR/OR TO AND AFTER EACH RAINSTORM. DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS �t (1) THE CONTRACTOR SHALL BE FAMILIAR Wl TH THE PROJECT TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE FROM ENTER/NG DOWNSTREAM STORMWA TER CONVEYANCE SYSTEMS. GROSS AREA NET AREA �y SOILS REPORT AND ANY SUPPLEMENTS. 13. INSTALLED. Pf�OTECTNE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 0.17 ACRES 0.17 ACRES 't o DOWNSTREAM PROPERTIES FROM S/L! DEPOS/T/ON AND POND/NG WA TER DURING GRADING 11. THE DISCHARGER SHALL CONDUCT OPERA TONS IN SUCH A MANNER THAT STORM WA TER RUNOFF WILL BE CONTAINED � OPERA TIONS. ON S(TE THROUGH DES/L TING BASINS, EARTH BERMS, ETC., OR FlL TERED THROUGH A SERIES OF BMPS, SUCH AS NTS � (2) THE CON TRA CTOR /S RESPONSIBLE FOR DETERMINING SANU/GRA I/EL BAGS, 5%L T FENCE, FIBER ROLLS, F/L TER CLOTHS, ETC., TO THE STORMDRA/N SYSTEM. PJFpRN�P 4", � IMPRO I/EMEN T AND EARTHWORK QUANTITIES. THE IMPRO I/EMEN TS DUST SHALL BE CONTROLLED BY METHOD APPROVED BY THE CITY ENGINEER. PA I//NG NOTES. o � .� c� '° AND EARTHWORK QUANTITIES SHOWN HEREON ARE NOT TO 14. 2� THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PRE!/ENT PUBLIC TRESPASS a�`� � �"p � ONTO AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEI//CES, CREATES A HAZARDOUS RP �,�� F BE USED FOR BIDDING OR ESTIMA TING. STABILITY CALCULA TIONS W/TH AFAC TOR-OF-SAFETY OF A T LEAST ONE AND F/VE-TENTHS SEE SHEET 2. s 15. SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT f�Y A REGISTERED C/I/lL ENGINEER, �SOIL COND/T/ON. CONFORMANCE W/tH THE REG1U/REMENTS OF THIS PLAN SHALL /N NO WAY REL/EVE THE DISCHARGER FROM ENGINEER, OR ENGINEER GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' /N I/ERt/CAL HEIGHT. HIS RESPONSIBILITIES TO THIS SITE AND PROTECTING ADJACENT PROPERT/ES. h�� � �F CONS TRUC TION NO TES QUA N Tl TIES 1 S TEMPORARY OR PERMANENT DES/LT/NG BASINS ARE TD BE CONSTRUCTED, /F APPL/CABLE, PR/OR TU GRADING �'z`� D CONSTRUCT 3" A.C. OVER 6" CLASS // A.B. PAI/ED AREA. 178.3 S.F. A REGISTERED C/1//L ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERT/F/CAT/ON OF OPERA TONS AND SHALL HA!/E A MEANS FOR DEWA TER/NG TO PREVENT OVERFILLING BETWEEN STORM EVENTS � s1 SOILS ENGINEER TO VERIFY AFTER GRADING. (JJ TONS OF A.c.) 16' BUILDING PAD ELEI/A TONS. WHERE SPEC/FTC ELEVA TONS ARE REQUIRED, THE ELE!/A TION (WITH (JJ C.Y. OF BASE) RESPECT TO MEAN SEA LEI/EL) SfIALL BE GI l/EN. If AN ELEVA TION WI TN RESPECT TO ADJACENT 14. STORMWATER RUNOFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORAKY EROSION AND 2 CONSTRUCT 6" CURB PER CITY STD. 204A. 144 L.F. GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFACTURED SLOPES UNTIL 707o !/EGETA TION COVER fIAS BEEN G/!/EN. ESTABL/SHED OR AS DETERMINED B Y THE C/TY'S NPDES INSPECTOR. SLOPES MUST HA I/E EROSION AND SEDIMENT VICINITY O CONSTRUCT 3'-0" CONCRETE GUTTER PER DETAIL HEREON. 44 L.F. EROSION AND SEDIMENT CONTROL: THE PERM/TTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED /N CONTROLS /N PLACE PRIOR TO OCTOBER I. SLOPES CONSTRUCTED AFTER NTs � CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 40U & 401. 1�665 S.F. �7 THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04 OCTOf�ER 1ST SHALL HA I/E EROSION AND SEDIMENT CONTROLS AS THE CONSTRUCTION OF SLOPE PROGRESSES: ALL THROUGHOUT THE DURATION OF &E PRU✓ECT INCLUDING ADHERENCE TO THE STA TE NPDES PERMIT GRADED SLOPES 3' OR MORE /N HEIGHT SHALL /NCLODE, BUT NOT LIMITED TO, SEEDING, MULCHING, SOIL STAB/LITERS, CONC. cuRe �5 CONSTRUCT HAND/CAP PARK/NG PER C/TY SPEC/FICA TONS. I EA. FOR CONSTRUCT/UN ACTIVITIES, /F APPLICABLE. SOIL BINDERS, !/EGETATION, OR HAVE EROSION CONTROL BLANKETS; SUCH AS STRAW, COCONUT, STRAW/COCONUT COMPOSITE, POLYPROPYLENE MATS, OR OTHER ACCEPTABLE MA TER/ALS INSTALLED. JUTE NETTING SHALL NUT BE USED �.� 6 CONSTRUCT 6 CURB & GUTTER PER C/TY STD. 200. 3 L.F. AS A STAND-ALONE EROSION CONTROL. /N ADD/T/ON, SEDIMENT CONTROLS SHALL BE PLACED A T THE TOE OF THE EX/STING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RA/NY SEASON. NO oz 7 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLAN. l EA. �8. OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERM/TTED. SLOPE AND IN INCREMENTS OF 10 FEET MEASURED I/ERT/CALL Y ON THE FACE OF THE SLOPE FOR GRADES OF 3.• 1 AND k' GREA TER. �8� CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 2. 97 L.F. ALL PROPERTY CORNERS SHALL BE CLEARL Y DEL INEA TED IN THE FIELD PRIOR TO COMMENCEMENT � ' t2' WHITE PER �g CONSTRUCT SANDBAG ROW (2 BAGS HIGH) PER DETAIL ON SHEET 4. 350 L.F. 19 OF ANY CONSTRUCTION DING. 15 PAVED STREETS, SIDEWALKS, AND OTHER /MPROI/EMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, BUILDING DEPARTMENT CONSTRUCT/ON-RELATED MA TER/ALS, DEBRIS AND WASTE A T ALL TIMES MA TER/AL STORAGE AND WASTE HANDLING REQUEST. 10 CONSTRUCT 0"6" CURB TRANSIT/ON PER DETAIL HEREON. 2 EA. AREAS SHALL BE ESTABL/SHED. APF'ROPR/A TE SECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MA TERIAL S C NCRETE THE PERM/TTEE MUST OBTAIN AN ENCROACHMENT PERMIT PR/OK TO ANY WORK WITHIN A PUBLIC WHEEL STOP „r ' 20. R/GHT-OF-WAY. HA I//NG A POTENT/AL FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, /F APPLICABLE, AND PER DETAIL --� SHALL BE LOCH TED AWA Y FROM STREETS AND SIDEWALK RIGHT-OF-WA YS. r HEREON APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND 16• EMERGENCY ACCESSES SHALL BE MAINTAINED A T ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES.) � 21. HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECT/UN OF ERRORS OR OMISSIONS z � � DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR RE!//EW AND APPROVAL. NO OF�STRUCT/ON OR D/STURf�ANCES, OTHER THAN F/L TERING BMPS, SHALL OCCUR t0 ANY EX/STING PUBLIC, OR N PR/VA TE STORMWA TER CONVEYANCE SYSTEM DURING THE RA/NY SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT � NTS THE ISSUANCE OF THIS PERMIT f�Y THE C/TY OF TEMECULA DOES NOT /MPL Y OR PRO VIDE ANY DRAINAGE FACUL TIES HA!/E BEEN APPRO I/ED AND INS TALLEDTO CARRY SURFACE WA TER TO THE NEAREST PRAC T/CA L � 22. CLEARANCES FROM STA TE OR FEDERAL AGENC/ES REGULA TING THE PRO VISIONS OF STA TE OR STORMORAIN OR NA TURAL WATER COURSE. FEDERAL ENDANGERED SPECIES ACTS OR WA TER QUALITY REGULA TONS. THE CONTRACTOR/OWNER/DEVEL UPER /5 RESPONSIBLE FOR OBTAINING THE APPROPR/A�P';�,jq A}�fi�(���� 18. FILL AREAS SHALL HA!/E EROSION ANO SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE TO � � , - r _• E, REDUCE EL/M/NA T , AND CONTROL EROSION AND THE S/L TA TION OF DOWNSTREAM FAC/L/T/ES AND ADJACENT A FdEA S �' � FROM THESE AGENC/ES PR/OK TD ANY SITE O/STURBANCES OR GRAD/NG. HANDICAP DURING CONSTRUCT/ON PHASES. THESE MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO TEMPORARY DOWNORA/NS, ? �'• `r.' '�:'Gu'�.`.�'�''.--� Y LABEL PER N O O��OFESS/d� EITHER /N THE FROM OF PIPES OR PA I/ED DITCHES W/lH PROTECTED OUTFALL AREAS; EARTH BERMS A T THE TOP OF � � �•�����t�J J . Q DETAIL SLOPES TO ADDRESS SURFACE RUNOFF; EROSION CONTROL BLANKETS, SEEDING OR MULCHING; CONFINED PONDING �- HEREON ARKI .�► �` c ;1G4,tf�O�t.rtR��.t„r�<,�)FF AREAS TO DES/L T RUNOFF; TEMPORA R Y CHECK DAMS AND FIBER ROLLS TO FIL TER RUNOFF; SAND/GRA I/EL BAG . � m TOPO SOURCE.• ,<<if;�ii(��;!:: i �r, PROTECT/ON AROUND INLETS; AND APPROPR/A TE GRADING TO DIRECT DRAINAGE AWA Y FROM THE EDGE OF THE TOP OF Plv.43714 � SLOPES SHALL BE CONSTRUCTED AND MA IN TA/lVED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT /N LTC. EXP, OdM/ER.• �'� 99EEARED FOR* FIELD SURVEY PERFORMED ON 07/29/04 PROGRESS. !oiVDICAP .- � �3 � ROBERT B. ROSENSTEIN 922-032-027 HERRON RUMANSOFF B Y LAND DEVEL OPMEN t DESIGN .� � kfwj L7 -1 ►vTs `� � �� 41871 ENTERPRISE CIRCLE NORTH 11200 5.30 S T. JOHNS PLACE CORPORA T/ON (LDDC) 19. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FROM N/S/ffER INDEX SHEET.' �TE�E/E LA, CA 92590 HEMET, CA 92543 LD04-299GRESPONS/B/L/T/ES FROM THE CORRECT/ON OF ERRORS AND OM/SS/U�JS D/SCO!/ERED DURING CONSTRUCT/ON. UPON (951) 296-3888 PHONE: (909) 652-4431 REQUEST, THE REWIRED PLAN RE VISIONS SHALL BE PROMPTL Y SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR SHEET 1 TITLE SHEET WHITE WHEELCHAIR/ PENNY DOME OFFICE BUILDING 2313 E. PHILADELPIA ST., UNIT APPROVAL. T SHEET 2 GRADING PLAN OCCUPANT ON BUILDING AND SAFETY 418g8 FOURTH STREET LAND Ontario, CA 91761 SHEET 3 EROSION CONTROL PLAN BLUE BACKGROUND TEMECULA, CA (909) 930-1468 REVIEWED FOR COMPLIANCE WITH L;E vEL OPUEN T FAX (909) 930-1468 20 THE DEPARTMENT OF PUBLIC WORKS RESERVE'S THE RIGHT TO MAKE CHANGES OR MUDIF/CA TIONS TO THIS PLAN AS SHEET 4 HORIZONTAL CONTROL PLAN TITLE 24 DISABLED ACCESSIBILITY ONLY LEOL DESCR/P7l'QN,• DEEMED NECESSARY. HAND/C�I toPARK�NG EA�BLEM LOTS 3l & 32 /N BLOCK 4 /N THE TOWNS/TE OF TEMECULA �ESIGN PLANNING tvTs AS SHOWN ON MAP RECORDED /N BOOK 15 OF MAPS, APPROVED BY: DATE: / 3 / os" Clvl� - - PAGE 726, RECORDS OF SAN D/EGO COUNTY. CORPORA TION SURVEYING A M FjO"'- CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY DRAWING N0. SCALE KJR VR KJR RECOMMENDED BY:,�� �� s�t�- DATE:�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS U5G5 BRASS DISK 0 THE SOUTHEAST � �.�Y�o�✓(/ � / CONTRACTOR CORNER OF THE BANK IN THE SIDE HOtZONTAL OF THE WALL. PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: DATE: STAMPEDAJ 63P1927 -7_68 1 A* = 10� RONALD J. PARKS INSPECTORBENCH PRECISE GRADING PLAN PA 04nO498 ELEV.=1005.65 I��",� 4� DEPOT'( DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL KEVI J. RICHER. RCE 43714 DATE �CITYENT TEMECULA � - � LOT JI & 32 uC. EXP. 3/31/2005 R.C.E. 19744 EXPIRES: 9 30 05 ���°�"E" BL K 4 BK 15, PG 26 SHEET I of 4 g _ W.. .--_._... .,,,•..,,,. - -_.._.___"sr..a ._ �.. , w � ... ...._____ EX. 6' A.C. WATER J 10+00, MERCEDES ST. 1+00; FOURTH STREET FOUI?7H S7RE-E-T �^ 8" 1 (2) 114 BARS HORZ 11.5 1B5 777""V-C.P. SEIVER -i EX. SMH RIM - 1021.26 ELEV. -, 4 0 16" D.C. C6 • PROPOSED RO LED CONC. CURB �� �� (d=5.2,5 4 5 �a - =� � EX GAS 2 0 PROP. SIDEWALK 'v, 02 2'SZF ' �` A TE PLAN `�� V`-a 4 6 J �o ---v-- ww ���_ _�___� _. __ -E X. FI 0W LI N E ._. �o�. 1 s �p 2� 4 - �..--r-- - - - _ _ _ _ _ r? E X._ GAS V VE - - 5 - sr- 2 1025.5OFF _ .`�j `S� OUT FIRS oyT 4 a / •/ Q Via', ------oy HEAD JOINT �Q '�� -- ABOVE GRADE w cn •�. X_ 3 O TREE o - _ 4 _ FOR DRA/NAGS EXIST [ - - _ ' _ - j 2 BA CKFILL W/Tl- NG G 5 p o o " _ _ N44c .50 _ _ .> 1023 4 7FS - N44 28.38 T 50.00 SEC TION A _ J_ 4: N rs _I~ •c',c• `' "� TEMPERA TURF ;: : STEEL: 9„ 12" 9 1 ROW#4 0 8' O C. 2 ROWS #4 0 16 o.C. Nd j v p A- 5 .1 o TAINING8 _- - + 30 N.T.S. � - _ �� �---- o _ 0 2 / PROPOSED ROI.LED CONC. CURB . 5.5' - - 1 w PROP. SIDEWALK _ - Z ' - - ' --� 6 ,- 2� 02J�.5 OFF 1 a 6v c� 2 _ PA VING NOTES . .. .. . - 4 EXI S TI - 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. `� - ''� p y - _-ry h:. • - 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. SEC TIDN B B J. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF N TS OFF +�, F PA WNG. © 0 4. 0 s --' - - - -_ 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14} DAYS FOLLOI�VING o - - - r i E VA RE - . - E PLACEMENT OF Tl'-/E ASPHAL T 5URFAG'E AND SHALL BE Af'PL/ED A T A RA TE OF D.05 GALLONS PER 5Q ` �- _ - 'o YARD ASPHAL,T EMULSION SHALL CONFORM TO SECTIONS 37 39 AND 94 OF THE STA TE STANDARD i { p - 'O , SPECIE/CA TONS. y c� _ `t 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF 1E"MECULA DEPARTMENT OF PUBLIC WORKS 58.5 FOR AN ENCROACHMENT PERM/T FOR ALL 1�l�ORK W THIN C/TY RIGHT-OF-WA Y. 1�' 5.95' 6.5 - - 1025.5DFF F EXIS T. 6 C.L.f TO 6 24 �, ^t 4 INSPECTION A T - 1025.00PAD - 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBL/C WORKS, ONE /NSP REMA/N x - s VERIFY SLAB THICKNESS PER f �` SUBGRADE COMPLETION, SECOND A T THE T/ME THE BASE /S PLACED AND THE TH/RD 0/EN AVE A.C. /5 ` biCEO. a, Ory � O�lr ARCH/TECTURAL AND STRUCTC/RA! PLAN � i _ � BEING L ,. ,� _ F � - _ F._ w Y � 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND -' �- 5 - - c� RE"lOCA T/ON AND COST OF ALL EX/STING UT/L/T1ES. THE CITY SHALL BE INFORMED 48 HOURS PR/OR TO THE ,. x - r �.: 4 �� .50FF :� - - _ _ 9� _ BEGINNING OF CONSTRUCTION A T (909) 694--6411. •. . .. - .. .-.. - E ICI S TI N G GRADE �' � x �� � �-_ Y B �� � �+� ,�1 �c 8 � _ s .. w - `' O/LS ENG/NEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO 2 _ ; `L 8. A COMPA C TION REPORT B Y A CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHAL T PA VING. 4�° `��- SHALL BE COORDINATED By 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE CONTRACTOR W7H THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE /N CONJUNCT/ON WTt/ OR PRECEDED BY COMPACTION TESTING. TION .,.,� C - %� 1 D ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBL/C WORKS DEPARTMENT EC r - �Y �` BER 1998 AND SUBSEQUENT AMENDMENTS. �., 0 _ : SPECIE/CA TONS DATED OC TD � -� .�, , ,- �o `Z � � � /MPRO I/EMENT STANDARDS AND NTS s C- '-- - Q 11. FINAL PA VEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MIN/MUM OF TEN DA YS PRIOR TO PLACEMENT OF BASE MA TER/AL. THE DESIGN SHALL ADHERE" TO EXIST 6 C.L.F TO - ; � - _ n s � � �_ � .� THE METHODOLOGY SET FORTH /N CHAPTER 600 OF THE CAL TRANS H/GHt�VA Y DESIGN MANUAL AND UT1L/ZE THE -�- - � �� "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST REMAIN ` s _ " ��' - ri its �°� �`� 4 4' f NO. 301 AND SHAL! BE PERFORMED B Y A REGISTERED CIVIL ENGINEER. THE NUMBER AND !OCA T/aNS OF THESE" TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC w 4 CONFORM TO ALL PROVISIONS OF SEC770N 203-6 OF THE CURRENT STANDARD 12. ASPHAL T CONCRETE SHALL - - �,�`-__ - SPEC/FICA TIONS OF PUBLIC WORKS CONS7RUC770N. ASPHAL T SURFACE COURSE SHALL BE C2-AR--4000. MIN/MUM - A° _ - - '1Q - '`��' = CHES. ASPHALT CONCRETE SECTIONS GREA TER THAN 3 THICKNESS IS 2 INCHES, MAX/MUM TH/CKNESS /S 3 /N INCHES SHALL CONTAIN A BASE COURSE OF& B-AR--4000, A MIN/MUM OF 2 INCHES. 13. TOW SPECIFIC INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF BUILDING AND SAFETY PR/OR TO ANY PA VING � /N DISABLED PARKING AREAS OF PA THS OF TRAVEL AND ONE INSPECTION AFTER ALL PA VING HAS BEEN PLACED /N $ -- w - '_ - �p = - - `' 7 - - _' SA BLED PARK/NG AREAS OF PA TS OF TRA VEL. ! CD Y $ 4Lkj ` CONS TRUC TION NO TES k ` Lkj - _ .� I - 1 CONSTRUCT 3 A.C. 0 VER 6 CLASS lI A.8. PA VED AREA. 10 s �- a j f + SOILS ENGINEER TO VERIFY AFTER GRADING. ` s 5 " C>xY Fs 2 CONSTRUCT 6"" CURB PER CITY STD. 204A. � gad c J r '�� � r SEA t k, :a •' R DETAIL ON SHEET I. �� �� a.:.F- ,Q CONSTRUCT 3 0 CONCRETE GUTTER PER N rs 'o _ _ _ �� _ CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 400 & 401. t � ' M 8-f-43.25 °� o. Y� _ N ICA P PA RKING PER Cl T Y SPECIFICA TIONS. DR/VE A YClt=14 �10 � G ONS TRUC T HA DC! D , 7 T. I P. PLAN - Ik �, C.L.F TO PER S • 1D 'OQ 6 CON5TRU T,'6"} GURB & GUTTER PER CITY STD. 200. EXIS T. 6 C GAS VALVE x -;''� REMAIN �► f1`2 - 1 , =` '` Gf 7 CONSTRUCT TRA:5'H ENCLOSURE PER ARCHITECTURAL PLAN. X >.�� _" EX. GA S PAD 3t t"n P�- 5 - �' TO s o +iJAN 2 2005 �. ,, "I NING WALL PER DETAIL HEREON. I U T/Ll T s a -ro eE RELOCATED 1v CON. TR �T R UNDE GROUND D _ �s - LIC .' TRUG'T 0.'�6.' CURB TRANSI TIDN PER DETAIL ON SHEET 1. rr -t; Y Y /3 1/s 1 o CONS X x ` r ' - P := a `' 10 0 10 20 30 4.5 i r, + ' Jam. 1 . - - - GRADS . . . � �� j� � Scale 1 U25.,50FF EX CI N G : N44 29 12 E 50.00 PROPOSED CURB TO BE CONSTRUCTED _r � 2313 E. PHILADELPIA ST., UNIT I" GRADE To ACCEPT rt Ex. C.L. FENCE ' EXISTING _ s OWE _BEL � � .� i � � � ;� LAND Ontario, 0 o N442912 E 50.00 x s BUILDING AND SAFETY Y. 4 � :i r �� a - � � r �� 949 93D--- 4 66 DRAINAGE = �' ,� �' .�� o � FAX 9a9 9 DIAL TOLL FREE COMPLIANCE WITH BEV�LaPNr �, �, � -� RE1/I�UUED FOR --800--227�-2600TION E---E 4 ., = �r �18ILITY ONLY I � �, . TITLE 24 DISABLED ACCESSI B DESIGN PLANNING AT LEAST TWO DAYS N TS C!1/I L BEFORE YOU DIG C D BY: DATE: � 3i yr CORPORA TION SURVEYING APPROVE LD 04-299GR UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N A DRAWING No. DESIGNED BY DRAWN BY CHECKED BY ACC D RECOMMENDED BY: DATE: DEPARTMENT OF PtJBLiC WORKS BY REVISIONS DATE .,� CONSTRUCTION RECORD DATE SCALE KJR VR KJR USGS BRASS DISK 0 THE SOUTHEAST DATE:ACCEPTED HOIZON~rAL BY: � �2 CONTRACTOR � o�- u"FRAIDING PLAN CORNER OF THE BANK IN THE SIDE PLANS PREPARED UNDER THE SUPERVISION OF OF THE WALL. RONALD J. PARKS ClAmE PA 'a"'4m"k 49"' BENCH MARK NP. 600-7-68 , � �� DEPUTY DIRECTOR OF PUBLIC WORKS INSPECTOR STAMPED J--r63---1927 LOT J1 & J2 ELEv.-1005.65 KEVIM . RICHER. RCE 43714 DEPARTMENT � �- DATE CITY OF TEMECULA -� 9s VERTICAL LIC. EXP. 3/31/2005 �' .N 15# PG26 SHEET 2 OF 4 DATE COMPLETED R.C.E. 1 I EXPIRES: 9/30 05 , , �� ••� wAsurdmal Ex. �6" A.C. WATER �.. �J ER `a FCJUf?TH SF�' — N44 28,38"E EX. 8" V.C.P. 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K RECOMMENDED BY.,�' DATE. go �,�JR VR KJRDEPARTMENT OF PUBLIC WORKS CONTRACTOR USGS BRASS DISK 0 THE SOUTHEAST -�QIZONTAL m III CORNER OF THE BANK IN THE SIDE PLANS REPARED UNDER THE SUPERVISION OF ACCEPTED BY: • 2 • o� OF THE WALL. DATE. L INSPECTOR BENCH MARK NP. 60a--7--68 ,� RONALD J. PARKS '°11 STAMPED J-63-1927 j -�--- 10 / � e� DEPUTY DIRECTOR 0 049' ELEV.=1005.65 � F PUBLIC WORKS KE I . RICHER. RCE 43714 DATE DEPARTMENT d � DATE COMPLETED VERTICAL —., LOT J1 & J2 LIC. EXP. 3/31/2005 CITY OF TEMECULA NO R.C.E. 19744 EXPIRES: 9/30/05 8L K 4 ITI EX. 6" A.C. WATER FQlJR���E T.. .__.. -- --- N44 28'38"E r.�..�...�.. .�............ .�.....�.... e........... ,�........� .,.�.�........ .a.�...�. _._.__._._..._-- �...r.�...�.�. ..�..�W.... .......�.�.. ..�...� .�....�. ..o.�....�.�. ..��. ....�....Y... .�...o..r. .�...�.Y.o... ...�....... ......�. ,�.....�.... ,...�..... .�.....��.o. E...X�B V.C.P. 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PHILADELPIA ST., UNIT F BUILDING AND SAFETY ,� N4429'12"E 50.00� LAND Ontario, 93U 1t761 466 REVIEWED FOR COMPLIANCE WITH I AE VEL OPMEN T FAx (909) sos 930-1468 TITLE 24 DISABLED ACCESSIBILITY ONLY j ` ES/GN PLANNING CIVIL APPROVED BY: 1114 DATE: LD04-299GR CORPORA TION SURVEYING NAME CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC"[) BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED KJR BY RECOMMENDED BY:� � �� DATE:! 01 p CITY KJR vR DEPARTMENT OF PUBLIC WORKS USGS BRASS DISK 0 THE SOUTHEAST HOIZONTAL CONTRACTOR CORNER OF �[HE BANK IN THE SIDE PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: DATE: ���- OF THE WALL RONALD J. PARKS nO R It O t�1T A L C QHTROL PLAN PA 04=0`498 INSPECTOR STAMPECH D63P' �00-7-68 '„ _ 101 OCJ. DEPUTY DIRECTOR OF PUBLIC WORKS �v.=too5.s5 EV RIC R. RICE 43714 DEPARTMENT o � LOT JI �c 32 DATE COMPLETED VERTICAL L1C. EXP. 3/31/2005 DATE CITY OF TEMECULA �, gig$ R.C.E. 19744 EXPIRES: 9/30/05 °��M�+ BL K 4, BK �5, PG 26 sf�EE7 4 0F 4