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HomeMy WebLinkAboutSite Plans and Grading--0. l 1, I r-- EXISTING TAIL • .t h o u US LEGEND ut • - � O � � LYPT 'x TALL �. � FISTING 2a•' 1 1 ! ,} TRE' • EUCA , I i " PINE TREES 1 I 1` 410-00' 4, HYD ,` :? ►N FIRE RANT PER CIVIL DRAWINGS SPX• �C AKIN fiINK,,F P _ . t FIRE LANE SIGN ON POLE t _ 3 e . — J _ SIGN — �'1 i'r�l tai_ , f ' •`, r='" -f r _...It ° GES IBLE PARK ALL C3 1 �o i kin AC S INC ST 147 t -. Q0 x TING Covered Parking (9) LOADING EXIS _ SEA NILE N O a M ------------ RD GRAY �. CONCRETE PAVING ACCESSIBLE PATH OF 14~ TRAVEL TO FACILITY Ij 0 PArl �� r l N AND PUBLIC WAY I_ PJ\JJ Sr�, J2%, PC1 64- ' J FIRE TRUCK TURN -ABOUNDS F<IRE SEE REFERENCE SITE PLAN, INTEGRAL COLOR riJ�JrrlIS J�r. �'JJJ�J7Y SHEET A2 CONCRETE WITHSTAN PROPOSED' M FINISH -t1 STANDARD STALLS LIGHT BROOM TwoSton�Ir F.H.1 ; _ MIN 9'-O" x 18'-0' ilding O 7 DISABLED ACCESS STALL Bu PROPOSED G Office (� � � TRANSFORME ;; ;.. �) MIN.14 0 x 19 0 Ir- 2 OVER AN O WITH GE ROCKS _ _1 11 ALT FINISH, TYP. fr,, n `� �+ 1'6' 16' 26'�.'� og's �r °Area r i ^� + .: ENTRY 27 I O� �7.�. 1 ,198 S.F. ® VAN DfSABLED 4CCE55 STALL LINE OF ROOF — ; j �4`` -,.' ! ABOVE FF El..— 1022-10 ; 2' OVERHANG (TYP.1 1 VAN MIN.11 -O x 19 -0 SEW E 1 �,� . d.;t. L i' �' T Y^7 Q . LANDSCAPE PAD EL. - 1021.60 SEMEN G ITYP.�1 0 �' PLANTER, TYP. - 4�Qr 2,�' .., g r PAJrL 8 t -.--Ct'x. • TVD w n 10'x6' ANDSCAPE x ' LANTER, TYP. tt} 1 4 .© „ 2' x �.2 4' V P.1 O Line of Existin,- A ;��..: F.D.C. v C. paving f 3�� tai F.H. rT, A� �s . f � n7 :--- N20°22'1(o'W 12(d.0ta'�.- ,- .._ Existing I Landscape E OF z. ": ISIbndS i FAC _ . , ,, .�; . , )0ST NG '-."'.z" H-STORY ' O -FIRE QEPARTMENT OTEL APPROVED TURN- CCES ROUND w . INJ F3K, J2% P r., a%- a S G a' e+ r- r 2, riJ J r Jrl SJD r C CLIN r t j, - f�' 21mD - I , {� EXIS10 TING NEW 24" BOX SHADE A 5 SCEC TREES ELEC./TEL. c�1�►�� _. - EXI TI NEW OUTDOOR EASEMENT EATING AREAS a� - 1i S EXISTING CALIFORNIA 1-1'P. OF 4 PEPPER TREES / �-1 Description Of Work �1 ���, 3ANX, BI L,, JJ\JrHIS' kQ1 ITr PROPOSED 21,106 S.F., TWO-STORY BUILDING TO BE CONSTRUCTED ON AN EXISTING VACANT SITE. PROJECT WILL INCLUDE SHELL AND CORE ONLY. FUTURE OFFICE TENANT IMPROVEMENTS WILL BE DONE UNDER SEPARATE PERMIT. Legal Description Contacts ,��'- / PARKING LOT LIGHT r I�� _ r 5 �I •�'� •-'� FIXTURE TO MATCH �J\J ,l LOUD PRESSURE SODIUM POLE y-_ _, ' _. • : , • : o �n N ,. � . , ' : y n 1J -- —s 1, � LOPE - LIE L IGz 4T FIXTURE TO MATCH STYL , { , - 1 ----���.--->-r - T �:; .'; g` nUAX COLOR NEICzNT OF EXISTING - - HIG -- - -- s! L A°NDSCAPED k '� r::- ; ;J ,;'' f 4 - J — FIXTURES t.-. Yr :_1 4,644 S.F. u s $ SPX• �C AKIN fiINK,,F P _ . t FIRE LANE SIGN ON POLE t _ 3 e . — J _ SIGN — �'1 i'r�l tai_ , f ' •`, r='" -f r _...It ° GES IBLE PARK ALL C3 1 �o i kin AC S INC ST 147 t -. Q0 x TING Covered Parking (9) LOADING EXIS _ SEA NILE N O a M ------------ RD GRAY �. CONCRETE PAVING ACCESSIBLE PATH OF 14~ TRAVEL TO FACILITY Ij 0 PArl �� r l N AND PUBLIC WAY I_ PJ\JJ Sr�, J2%, PC1 64- ' J FIRE TRUCK TURN -ABOUNDS F<IRE SEE REFERENCE SITE PLAN, INTEGRAL COLOR riJ�JrrlIS J�r. �'JJJ�J7Y SHEET A2 CONCRETE WITHSTAN PROPOSED' M FINISH -t1 STANDARD STALLS LIGHT BROOM TwoSton�Ir F.H.1 ; _ MIN 9'-O" x 18'-0' ilding O 7 DISABLED ACCESS STALL Bu PROPOSED G Office (� � � TRANSFORME ;; ;.. �) MIN.14 0 x 19 0 Ir- 2 OVER AN O WITH GE ROCKS _ _1 11 ALT FINISH, TYP. fr,, n `� �+ 1'6' 16' 26'�.'� og's �r °Area r i ^� + .: ENTRY 27 I O� �7.�. 1 ,198 S.F. ® VAN DfSABLED 4CCE55 STALL LINE OF ROOF — ; j �4`` -,.' ! ABOVE FF El..— 1022-10 ; 2' OVERHANG (TYP.1 1 VAN MIN.11 -O x 19 -0 SEW E 1 �,� . d.;t. L i' �' T Y^7 Q . LANDSCAPE PAD EL. - 1021.60 SEMEN G ITYP.�1 0 �' PLANTER, TYP. - 4�Qr 2,�' .., g r PAJrL 8 t -.--Ct'x. • TVD w n 10'x6' ANDSCAPE x ' LANTER, TYP. tt} 1 4 .© „ 2' x �.2 4' V P.1 O Line of Existin,- A ;��..: F.D.C. v C. paving f 3�� tai F.H. rT, A� �s . f � n7 :--- N20°22'1(o'W 12(d.0ta'�.- ,- .._ Existing I Landscape E OF z. ": ISIbndS i FAC _ . , ,, .�; . , )0ST NG '-."'.z" H-STORY ' O -FIRE QEPARTMENT OTEL APPROVED TURN- CCES ROUND w . INJ F3K, J2% P r., a%- a S G a' e+ r- r 2, riJ J r Jrl SJD r C CLIN r t j, - f�' 21mD - I , {� EXIS10 TING NEW 24" BOX SHADE A 5 SCEC TREES ELEC./TEL. c�1�►�� _. - EXI TI NEW OUTDOOR EASEMENT EATING AREAS a� - 1i S EXISTING CALIFORNIA 1-1'P. OF 4 PEPPER TREES / �-1 Description Of Work �1 ���, 3ANX, BI L,, JJ\JrHIS' kQ1 ITr PROPOSED 21,106 S.F., TWO-STORY BUILDING TO BE CONSTRUCTED ON AN EXISTING VACANT SITE. PROJECT WILL INCLUDE SHELL AND CORE ONLY. FUTURE OFFICE TENANT IMPROVEMENTS WILL BE DONE UNDER SEPARATE PERMIT. Legal Description Contacts ,��'- / PARKING LOT LIGHT r I�� _ r 5 �I •�'� •-'� r f Ari GSL J I z r'J\JJ 8X�, J> .1 3 CONTACT: MARTY SMITH E-mail: rmseicoldiellbanker.com ARCHITECT: SMITH CONSULTING ARCHITECTS 12220 EL CAMINO REAL PROPOSED I, z SJITE 200 DETECTOR CHECK VALVE O r' III J ef fe �0C) (0 FIXTURE TO MATCH �J\J OWNER / APPLICANT: ,• : -- r- _ EXISTING FIXTURES IN r, n,I �r a f-' a d JEFFERSON FREEWAY INVESTORS, LLC. / HEIGHT, CHARACTER, FAX: (858)193-4181 F.A.R.: 41750 WINCHESTER ROAD Parking: AND COLOR SUITE: J t.-. Yr :_1 4,644 S.F. TEMECULA, CALIFORNIA 92590 - m EXISTING PARKING ANG PHONE: (909) 296-13000 Z' 1 STEVE BRADLEY TESTING ENGINEERS - SAN DIEGO FAX (9fZ9) 296-9801 r f Ari GSL J I z r'J\JJ 8X�, J> .1 3 CONTACT: MARTY SMITH E-mail: rmseicoldiellbanker.com ARCHITECT: SMITH CONSULTING ARCHITECTS 12220 EL CAMINO REAL PROPOSED I, z SJITE 200 DETECTOR CHECK VALVE O r' III J ef fe �0C) (0 O V =-UT I L I TY PURVEYORS WATER - RCWD 5EWER - EMWD . f ---EXITING GA6 - SOUTHERN CALIFORNIA GAS :�- A.C. PAVING TELEPHONE - VERIZON. ELECTRIC - SOUTHERN CALIFORNIA EDISON EXISTING SIDEWALK Site CIVIL ENGINE=ER: NLG CIVIL ENGINEERS 43533 RIDGE PARK DRIVE SUITE: D TEMECULA, CALIFORNIA 92590 PHONE: (909) 506-4869 FAX: (909) 506-4919 CONTACT; HECTOR CORREA E-mail: hector i inet.com LANDSCAPE ARCHITECT: ALHAM15FZ4 GROUP 41635 ENTERPRISE CIRCLE NORTH SUITE C TEMECULA, CA 92590 PHONE: (909) 296-6802 FAX: (909) 296-6803 CONTACT: VINCE DIDONATO E-mail: infosalhambragroup.net M PARCEL 2 OF PARCEL MAP 19353 IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, A5 SHOWN ON A MAP FILED IN BOOK 124, PAGES 64-66 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. Easement Notes 1 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 20, 1922 IN BOOK Sim PAGE 416 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 2 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 26, 1928 IN BOOK 112 PAGE 105 OF DEEDS, RECORDS OF RIVERSIDE GOUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 3�AN EASEMENT FOR ACCESS OPENING, SLOPES AND DRAINAGE PER TRACT MAP 16118-1, RECORDED IN MAP BOOK 121, PAGES 22-24, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR ROAD AND SEWER IN INSTRUMENT NO. 53319, RECORDED MARCH 1, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. t5gRANT OF EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL SUPPLY AND UNICATION SYSTEMS IN INSTRUMENT NO. 239636, RECORDED AUGUST 18, 1981 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. GRANT OF EASEMENT IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT FOR PIPELINES IN INSTRUMENT NO. 18914, RECORDED JANUARY 21, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IN INSTRUMENT NO. 231082, RECORDED AUGUST 10, 1981 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 1�RANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR SEWER PIPELINES IN INSTRUMENT NO. 208801, RECORDED JUNE 13, 1991 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (60' SEWER EASEMENT TO BE VACATED PER TITLE REPORT) 8 AN EASEMENT FOR STORM DRAIN, DRAINAGE CHANNEL, DRAINAGE STRUCTURES AND APPURTENANT FACILITIES AND ANY EXISTING PUBLIC UTILITIES AND PUBLIC SERVICE FACILITIES IN FAVOR OF THE COUNTY OF RIVERSIDE PER INSTRUMENT NO. 210561, RECORDED DECEMBER 6, 1982 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (NOT PLOTTABLE) 9 AN EASEMENT FOR THE HEREINAFTER SPECIFIC FURP05E AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1592 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT 15 FOR UTILITIES, AND 15 LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 10 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1593 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 0 5' lm' 20' 50' REV. 03/20/03, 3/6/03 SCALE: '' ° 2�'-�' Job #:01177.S Project Data Planning Application No.: Project Address: A.P.N.: Zone: occupancy Classification: Building Type: No. Stories: Max. Building Height: Lot Summary PA02 - 0334 21108 Jefferson Avenue Temecula, CA 92590 921-400-031-2 CC (Community Commercial) B (Office) Type V -N (sprinklered) 2 38'-0" Gross Lot Area: 12,560 S.f. SAN DIEGO, CA 92130 Net Lot Area: _ _...--.-._._..__..y PHONE: (858) 193-4111 Coverage: (/ Gross Lot) 14299 S.F. FAX: (858)193-4181 F.A.R.: CONTACT: TOM LAMORE Parking: 33020 S.f. E-mail: tom l�sca-sd.com Hardscape: 4,644 S.F. SOILS SURVEY Landscape: 19,991 S.F. ANG (21.6 io) Building Area Summary STEVE BRADLEY TESTING ENGINEERS - SAN DIEGO let Floor: ,\ . (858) 115-5800 2nd Floor: r/ b� Total Building Area: 6 4•n 0 �l 21,106 S.F. O V =-UT I L I TY PURVEYORS WATER - RCWD 5EWER - EMWD . f ---EXITING GA6 - SOUTHERN CALIFORNIA GAS :�- A.C. PAVING TELEPHONE - VERIZON. ELECTRIC - SOUTHERN CALIFORNIA EDISON EXISTING SIDEWALK Site CIVIL ENGINE=ER: NLG CIVIL ENGINEERS 43533 RIDGE PARK DRIVE SUITE: D TEMECULA, CALIFORNIA 92590 PHONE: (909) 506-4869 FAX: (909) 506-4919 CONTACT; HECTOR CORREA E-mail: hector i inet.com LANDSCAPE ARCHITECT: ALHAM15FZ4 GROUP 41635 ENTERPRISE CIRCLE NORTH SUITE C TEMECULA, CA 92590 PHONE: (909) 296-6802 FAX: (909) 296-6803 CONTACT: VINCE DIDONATO E-mail: infosalhambragroup.net M PARCEL 2 OF PARCEL MAP 19353 IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, A5 SHOWN ON A MAP FILED IN BOOK 124, PAGES 64-66 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. Easement Notes 1 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 20, 1922 IN BOOK Sim PAGE 416 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 2 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 26, 1928 IN BOOK 112 PAGE 105 OF DEEDS, RECORDS OF RIVERSIDE GOUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 3�AN EASEMENT FOR ACCESS OPENING, SLOPES AND DRAINAGE PER TRACT MAP 16118-1, RECORDED IN MAP BOOK 121, PAGES 22-24, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR ROAD AND SEWER IN INSTRUMENT NO. 53319, RECORDED MARCH 1, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. t5gRANT OF EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL SUPPLY AND UNICATION SYSTEMS IN INSTRUMENT NO. 239636, RECORDED AUGUST 18, 1981 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. GRANT OF EASEMENT IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT FOR PIPELINES IN INSTRUMENT NO. 18914, RECORDED JANUARY 21, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IN INSTRUMENT NO. 231082, RECORDED AUGUST 10, 1981 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 1�RANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR SEWER PIPELINES IN INSTRUMENT NO. 208801, RECORDED JUNE 13, 1991 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (60' SEWER EASEMENT TO BE VACATED PER TITLE REPORT) 8 AN EASEMENT FOR STORM DRAIN, DRAINAGE CHANNEL, DRAINAGE STRUCTURES AND APPURTENANT FACILITIES AND ANY EXISTING PUBLIC UTILITIES AND PUBLIC SERVICE FACILITIES IN FAVOR OF THE COUNTY OF RIVERSIDE PER INSTRUMENT NO. 210561, RECORDED DECEMBER 6, 1982 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (NOT PLOTTABLE) 9 AN EASEMENT FOR THE HEREINAFTER SPECIFIC FURP05E AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1592 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT 15 FOR UTILITIES, AND 15 LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 10 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1593 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 0 5' lm' 20' 50' REV. 03/20/03, 3/6/03 SCALE: '' ° 2�'-�' Job #:01177.S Project Data Planning Application No.: Project Address: A.P.N.: Zone: occupancy Classification: Building Type: No. Stories: Max. Building Height: Lot Summary PA02 - 0334 21108 Jefferson Avenue Temecula, CA 92590 921-400-031-2 CC (Community Commercial) B (Office) Type V -N (sprinklered) 2 38'-0" Gross Lot Area: 12,560 S.f. (1.61 acres) Net Lot Area: 64,189 S.F. (1.41 acres) Coverage: (/ Gross Lot) 14299 S.F. (19.1 io) F.A.R.: .381 Parking: 33020 S.f. (403%) Hardscape: 4,644 S.F. (6.4 io) Landscape: 19,991 S.F. (21.6 io) Building Area Summary let Floor: 14,299 s.f. 2nd Floor: 13,401 s.f. Total Building Area: 21,106 S.F. ParkingSummary Parking Required @ 1/300 S.f.: 10 Parking Provided: Standard Stalls (9' x IS'): 90 ADA Stalls (9' x 19'): 5 ( 1 Van ) Loading Area (12' x 229: 1 Total Parking Provided: 96 (3.5/1000) Motorcycle Parking Required: 4 ( l+ 1/25 Required Vehicle Parking ) Motorcycle Parking Provided: 4 Bicycle Parking Required: 4 ( 1/20 Required Vehicle Parking ) Bicycle Parking Provided: 4 Sheet Index Al SITE PLAN A2 REFERENCE S 1 TE PLAN A3 FIRST FLOOR PLAN ,A,4 SECOND FLOOR PLAN A5 ROOF PLAN c:ONDITIONAU,Y A6 EXTERIOR ELEVATIONS APPROVED byfhe C� �f T �acu!® Al EXTERIOR ELEVATIONS AS CARPORT 4 TRASH ENCLOSURE j*Gctor Planning commission PLM -1 CONCEPTUAL GRADING PL4Nj atY counCii n Ll PRELIMINARY PLANTING PLAN , I In and l7 1hP C011C tr �`�, ¢ �;.ii:xwo'9. , Case No SBROS. MAP Date " 958 GRID G-5 _ 1_ 79 H se, i Janne '— PROJECT SITE - 21108 JEFFERSON AVE TEMECULA, CA 92590 Vicinity Map ✓�& OVEF so ti �? m DRIVE 1 i EXISTING PINE TREES a_ SOUTHBOUND. 1"45. l EXISTING HOTEL (CC ZONE) � PROPOSED ..DETECTOR CHEC VALVE ASSEMBLY D EXISTING DRIVEWAY �II1IIIIIIIIIYI EXIST[W PARKING F.H. �/ EXISTING EUCALYPTUS TREES EXISTING PARKtN[- EXISTING OFFICE BUILDING (CC ZONE) a a EXISTING PARKING EXISTING PARKING EXISTING OFFICE BUILDING (CC ZONE) a x f,y -f itAG pXRKING F.H. ow *00 Mow EXISTING DRIVEWAY J�� •�... - JNDITIONAL b APPI?OVED Icy#wecrry of G SQ — — �V EXISTING DRIVEWAY Reference Site Plan f� Planning Dir - Commission 2j City Council on subioct to the FwK*v6 contained ?j jr) ResoNlHon No. and t, I th@ Concl Wm of AppR7vvi. Exhlk�lt � Planntw SCALE: 1 N=W -0' Date: 03.20.03. Job #:01177 A2 y OWNER / APPLICANT: W' I JEFFERSON FREELUAY INVESTORS, LLC. 41750 WINCHESTER ROAD SUITE: J TEMECULA, CALIFORNIA 92590 PHONE: (909) 296-9800 FAX: (909) 2%-9801 CONTACT: MARTY SMITH E-mail: rm56coldwellbanker.com; } ARCHITECT: SMITH CONSULTING ARCHITECTS 2° 12220 EL CAMINO REAL SUITE: 200 {; SAN DIEGO, CA 92130 PHONE: (858) 793-4777 FAX: (858) 793-4787 TOM LAMORE �CONTACT: . E-mail: toml�sca-sd.comI EXISTING PARKtN[- EXISTING OFFICE BUILDING (CC ZONE) a a EXISTING PARKING EXISTING PARKING EXISTING OFFICE BUILDING (CC ZONE) a x f,y -f itAG pXRKING F.H. ow *00 Mow EXISTING DRIVEWAY J�� •�... - JNDITIONAL b APPI?OVED Icy#wecrry of G SQ — — �V EXISTING DRIVEWAY Reference Site Plan f� Planning Dir - Commission 2j City Council on subioct to the FwK*v6 contained ?j jr) ResoNlHon No. and t, I th@ Concl Wm of AppR7vvi. Exhlk�lt � Planntw SCALE: 1 N=W -0' Date: 03.20.03. Job #:01177 A2 I PRECISE GRADING AND EROSION CONTROL PLAN GRADING NOTES: ___ __ _ .....,... o .n..� - _ - _ --- - JEFFERSON AVENUE OFFICE BUILDING 1 ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNI TO PLACEMENT OF FA DEPARTMENT OF PUBLIC FOR AN ENCROACHMENT PERMIT FOR ALL WO PLANTED WITH 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES . CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.� SLOPES OVER SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR NOT TO EXCEED 15' IN ADDITION TO A FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD TREES CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. ERS GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. r � SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TME SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA _ A V �i 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 5. RK WITHIN L 7 I CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED CONSTRUCT i' WIDE CONCRETE STEP PER DETAIL SHEET NO. 2 _ PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL O l 26 LF DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) O3 IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 350 LFI 1 ADJACENT PROPERTIES. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 8. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL T COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT 7 METHODS. OF ASPHALT PAVING. 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 18. ALL GRADING SHALL 1.3E DONE UNDER THE SUPERVISION OF A COMPETENT 9. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY CCORDINATED BY THE CONTRACTOR WITH INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED MATERIAL. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL BY COMPACTION TESTING, 6. MAXIMUM CUT AND FILL SLOPES = 2:1. 10. FNVAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR �00 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 0Q BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN "R" TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE VALUE 1 r� A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING DEPT. ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN "ND UCTED IN ACCORDANCE WITH THE VERTICAL HEIGHT. 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP NO SCALE - OF ALL FILL SLOPES OVER 5' HIGH. - 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS ALONG THE TOP OF CUT SLOPES. 10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERS SOURCES SHALL BE PERMITTED. 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT PAVING NOTES NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. -.�. 14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT 1, MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE IN ACCORDANCE WITH CITY DEVELOPMENT CODE 17.08 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT FROM EROSION AND INSTABILITY PRIOR TO FINAL GRADING INSPECTION. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR ` BE PLANTED SHALL BE TNG PA02-0334 15. EROSION CONTROL: ALL GRADED ROSEA ICEPLANT SLOPES REQUIRED TO (OR EQUAL) AT 12" ON CENTER. TO PLACEMENT OF FA DEPARTMENT OF PUBLIC FOR AN ENCROACHMENT PERMIT FOR ALL WO PLANTED WITH 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES 4 ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN (14) DAYS O3 SLOPES OVER SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR NOT TO EXCEED 15' IN ADDITION TO A FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL J EF SHRUBS AND A COMBINATION �rI S TREES CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. ERS GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS r � SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TME SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA _ A V �i ' AY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP 5. RK WITHIN L METHOD. THE R VALUE TESTS SHALL BE CO 20. WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND THE' DIRECTOR OF PUBLIC WORKS. LOCATION OF CUT/FII.I_ SLOPES. 21. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 11 • ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT PAD ELEVATION. WH1=RE SPECIFIC ELEVATIONS ARE REQUIRED, THE SURFACE COURSE SHALL BE C2 -AR -4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, CONTAIN A BASE COURSE OF B -AR -4000, MINIMUM THICKNESS OF 2 INCHES. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 22. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 24 12. TWD SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING AND ONE INSPECTION AFTER /ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED PARKING AND PATH OF TRAVEL AREAS. PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411. 23 DEVELOPERTHE COMPAN ESAND GROUND ALERT (1CONTRACTOR00 SHALL UTILITY 422-41133) TWO (2) DAYS BEFORE YOU DIG. 24 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS ;i SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW APPROVAL. 25. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FROM THE CITY OF TEMECULA _ PUBLIC WORKS DEPARTMENT FOR ALL WORK ON EXISTING CITY MAINTAINED i ROADS. ndergroun ervlceAlertTOPO SOURCE FIELD SURVEY BY DJA NOV. 2001 Call: TOLL FREE LEGAL DESCRIPTION Q PARCEL 2 OF PARCEL MAP 19353 AS SHOWN oil ON MAP FILED IN BOOK 124, PAGES 64-66 227-6000 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. ENGINEER'S NOTICES TO CONTRACTORS: READ THIS TiOTE THE ISSUANCE OF ThIS PERMIT BY THE CITY OF TEMECULA DOES N01 IMPLY OR PROVIDE ANY CLEARANCES FROM TATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. DEVELOPER IS RESP(NSIBLE FOR OBTAINING THE APPROPRIATE CLEAR(kNCES FROM THESE AGENCIES PRIOR TO ANY SITE �)ISTURBANCE OR GRADING. PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CON- TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANY DAIVAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFE=TY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC AGENCIES HARIALESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- FORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY. UNAUTHORIZED CHANGES AND USES: CAU71ON: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE UNDER SIGN ENGINEER. ',,Two WORKING DAYS BEFORE YOU DIG CONSTRUCTION RE! -',ORD DATE BY REVISIONS DATE ACCBENCHMARK SCALE SEAL QFtOFESS ems° oR L. co �F Contractor _ HORIZONTAL SEE ABOVE AS NOTED No. 36306 Inspector - VERTICAL Exp. 6/30/04 � clvl� NA Date Completed SyT F of I-15 INDEX MAP SCALE: 1"=50' T T A d'Y T /1 1 T /11 0% 1 T rimyl r% T 1 T O1 TTI C1 irinVDIVIN UVIN I nvii IN V I ria: 1. EROSION CONTROL IS REQUIRED FOR GRADING -AINY SEASON FROM OCTOBER 15 TO APRIL 15. OVED PLANS IS REQUIRED FOR ALL ROUGH GRADING 2. IN CASE OF EMERGENCY, CALL KEETON CONSTRUCTION '''�qT (909) 296- 00 3. THE DESIGN CIVIL ENGINEER WILL VISE N OL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON- SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. OF PUBLIC WORKS. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DESILTING BASINS, ETC. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE y� f ^J OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. �n0"' 9. THE DEVELOPER SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO ��l l PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES �g �MIJ S A HAZARDOUS CONDITION. 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. �� (a G �y�t e �" Il� 11, THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER IN- S v FORMATION IS SUBJECT TO CHANGE. 13 TEMPORARY EMP0 RARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES �y QTG ���B►-JS ���j,1�� •� ilef17'� PRIOR TO PERMANENT PLANTING. 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). TES CJS jf� 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING 6 " IIA 0,j I Y STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON UNLESS ADEQUATE 1 TO OR LESS THAN 4 , M TO MAKE USE OF A HOSE NO LONGER THAN 1654 LF DEPARTMENT OF PUBLIC FOR AN ENCROACHMENT PERMIT FOR ALL WO AC 6" OVER CL2 BASE !� OR TOE OF THE SLOPE, SPACED O3 CITY RIGHT-OF-WAY. 463 LF I 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN CONSTRUCT CONC. PRIVATE WALKS AND HARDSCAPE 4914SF O APPROPRIATE BACKFLOW DEVICE PER U.B.C. CHAPTER 10r. 6. T,IREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, 1 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS O OIIE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT. J OF THE PRELIMINARY SOILS INVESTIGATION BY TESTING ENGINEERS -SAN DIEGO INC. INSTALL 2-3" PVC DRAIN 117 LF 0 DATED SEPT. TWC� SETS nF THE FIN.;L GOMPA:C TION REPORT SHALL BE 7 I CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED CONSTRUCT i' WIDE CONCRETE STEP PER DETAIL SHEET NO. 2 _ __19,_2001 aUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION O WORK AREA, AND RELOCATION) AND COST OF ALL EXISTING UTILITIES. THE CITY 26 LF DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE CONSTRUCT 3' WIDE CONCRETE SIDEWALK OUTLET DRAIN SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) O3 IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 350 LFI 1 614-6411. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT 7 FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED OF ASPHALT PAVING. ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 18. ALL GRADING SHALL 1.3E DONE UNDER THE SUPERVISION OF A COMPETENT 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE THE SOILS ENGINEER AND THE PROJECT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY CCORDINATED BY THE CONTRACTOR WITH INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL BY COMPACTION TESTING, FILLS OVER 1' DEEP. 10. FNVAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR 19. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF GREATER THAN ONE FOOT. BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN "R" CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE VALUE A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING DEPT. "ND UCTED IN ACCORDANCE WITH THE METHOD. THE R VALUE TESTS SHALL BE CO 20. WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND THE' DIRECTOR OF PUBLIC WORKS. LOCATION OF CUT/FII.I_ SLOPES. 21. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 11 • ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT PAD ELEVATION. WH1=RE SPECIFIC ELEVATIONS ARE REQUIRED, THE SURFACE COURSE SHALL BE C2 -AR -4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, CONTAIN A BASE COURSE OF B -AR -4000, MINIMUM THICKNESS OF 2 INCHES. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 22. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 24 12. TWD SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING AND ONE INSPECTION AFTER /ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED PARKING AND PATH OF TRAVEL AREAS. PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411. 23 DEVELOPERTHE COMPAN ESAND GROUND ALERT (1CONTRACTOR00 SHALL UTILITY 422-41133) TWO (2) DAYS BEFORE YOU DIG. 24 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS ;i SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW APPROVAL. 25. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FROM THE CITY OF TEMECULA _ PUBLIC WORKS DEPARTMENT FOR ALL WORK ON EXISTING CITY MAINTAINED i ROADS. ndergroun ervlceAlertTOPO SOURCE FIELD SURVEY BY DJA NOV. 2001 Call: TOLL FREE LEGAL DESCRIPTION Q PARCEL 2 OF PARCEL MAP 19353 AS SHOWN oil ON MAP FILED IN BOOK 124, PAGES 64-66 227-6000 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. ENGINEER'S NOTICES TO CONTRACTORS: READ THIS TiOTE THE ISSUANCE OF ThIS PERMIT BY THE CITY OF TEMECULA DOES N01 IMPLY OR PROVIDE ANY CLEARANCES FROM TATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. DEVELOPER IS RESP(NSIBLE FOR OBTAINING THE APPROPRIATE CLEAR(kNCES FROM THESE AGENCIES PRIOR TO ANY SITE �)ISTURBANCE OR GRADING. PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CON- TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANY DAIVAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFE=TY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC AGENCIES HARIALESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- FORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY. UNAUTHORIZED CHANGES AND USES: CAU71ON: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE UNDER SIGN ENGINEER. ',,Two WORKING DAYS BEFORE YOU DIG CONSTRUCTION RE! -',ORD DATE BY REVISIONS DATE ACCBENCHMARK SCALE SEAL QFtOFESS ems° oR L. co �F Contractor _ HORIZONTAL SEE ABOVE AS NOTED No. 36306 Inspector - VERTICAL Exp. 6/30/04 � clvl� NA Date Completed SyT F of I-15 INDEX MAP SCALE: 1"=50' T T A d'Y T /1 1 T /11 0% 1 T rimyl r% T 1 T O1 TTI C1 irinVDIVIN UVIN I nvii IN V I ria: 1. EROSION CONTROL IS REQUIRED FOR GRADING -AINY SEASON FROM OCTOBER 15 TO APRIL 15. OVED PLANS IS REQUIRED FOR ALL ROUGH GRADING 2. IN CASE OF EMERGENCY, CALL KEETON CONSTRUCTION '''�qT (909) 296- 00 3. THE DESIGN CIVIL ENGINEER WILL VISE N OL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON- SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. OF PUBLIC WORKS. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DESILTING BASINS, ETC. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE y� f ^J OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. �n0"' 9. THE DEVELOPER SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO ��l l PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES �g �MIJ S A HAZARDOUS CONDITION. 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. �� (a G �y�t e �" Il� 11, THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER IN- S v FORMATION IS SUBJECT TO CHANGE. 13 TEMPORARY EMP0 RARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES �y QTG ���B►-JS ���j,1�� •� ilef17'� PRIOR TO PERMANENT PLANTING. 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). TES CJS jf� 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING 6 " IIA 0,j I Y STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON UNLESS ADEQUATE 1 CONSTR T TYPES-E_B PER CITY OF TEMECULA STD_ 204 1654 LF ©INSTA AC 6" OVER CL2 BASE !� 34370 SF O3 CONSTRUCT 3' RIBBON GU 463 LF I ® CONSTRUCT CONC. PRIVATE WALKS AND HARDSCAPE 4914SF O ADJ. VALVES TO GRADE1 EA © RELOCATE EX. LIGHT 1 EA O INSTALL 12'X12"HANCOR CB OR EQUAL 2 E,4 ® INSTALL 2-3" PVC DRAIN 117 LF 0 REMOVE AND RECONSTRUCT EXIST. AC PAVEMENT 70 DRAIN 4108 �p CONSTRUCT i' WIDE CONCRETE STEP PER DETAIL SHEET NO. 2 _ 324 LF' O CONSTRUCT 3' WIDE CONCRETE RECTANGULAR CHANNEL PER DETAIL `SHEET NO. 2 26 LF 0 CONSTRUCT 3' WIDE CONCRETE SIDEWALK OUTLET DRAIN 1 EAI O3 INSTALL EROSION CONTROL SAND BAGS (2 BAGS HIGH) 350 LFI 1 4 7 R/W 100, 76' 6' 8' 12' 12 12' 12' 12' JSIDE- PAINTED WALK EX. MEDIAN CU B A,C, LEME T 11/1�EP FT. I 27 27 JEFFERSON AVENUE EXISTING IMPROVMENTS gvaNTT�Es CUT: 2800 CY FILL: 260 CY QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB - EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. BENCHRA RK TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NO BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE 1 THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, NiUD AND EROSION DAMAGE TO PUPLIC AND PRIVATE { PROPERTY AS A RE5UL T OF T!�E C'v"!ST'!- I I I . I -THIS PROJECT. I 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: dTEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; CY TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION 7 SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT TO GRADE; ��� L �� AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE a�� �/" EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE R/yy�^ji, r,rlD�/S t/A v�'!G FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 510 39 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED 33` ----------� NrIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. O�,,LEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE 8 6Ex, 6, SIDE � wu�4 <i� � � 4AMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT �!?rjvr4✓ ���Ql��,r AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, ,tZfl�+^7y �� EX, WALK „Sf. ��•,yiT' AND WHICH ARE SUBJECT OT RUNOFF DURING THE PERIOD OF THE RAINY SEASON. CURB 1/4' PS�RR T, /SSS � ' THESE MEASURES MAY INCLUDE, BUT SHALL NO BE LIMITED TO: GRADED DITCHES; 27 SLDI'EJ �L� BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE GI/ DFVFL OPFR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION RIV. CO. BENCH MARK J-63, SEC. I, T -8-S, R -3-W SMB AT TEMECULA RIVERSIDE COUNTY ON MAIN STRE=T 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP A STANDARD DISC STAMPED "J-63. 1927" ADJUSTED ELt:J, 1005.651 ADJUSTED 1970 BY RIV. CO. 600-7-68 Designed By Drawn By Checked By H. L. C. H. L. C. L.D. PLANS PREPARED UNDER THE SUPERVISION OF Date HECTOR . CORR - R.C.E. N0. 36306 _ Expires 6/30/04 RECOMMENDED BY: REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS " `� 7 � 1 j �TAgWS FOR APPROVAL. ✓��� 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SOILS ENGINEER SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. TESTING ENGINEERS -SAN DIEGO, INC. 24. JUTE NETTING SHALL BE INSTALL ON ALL SLOPE OVER 10' HIGH. 7895 CONVOY COURT, SUITE 18 SAN D;EGO, CA 92111 SITE ADDRESS (909) 296-2230 A.P.N. 27708 Jefferson Avenue UTILITY PURVEYORS' TEMECULA, CA 92590 921-400-037 WATER - RCWD OWNER/DEVELOPER ENGINEER: PREPARE.• 1-25-03 SEWER - RCWD DIAMOND CENTRAL INVESTORS, LLC! GAS - SOUTHERN CALIFORNIA GA':; 41750 WINCHESTER ROAD HIC TEMECULA, CALIFORNIA 92590 civiliraee7"t.11� TELEPHONE - VERIZON (909) 296-9800 43533 RIDGE PARK DRIVE, SUITE D (909) 506-4869 (909) 506-4919 FAX ELECTRIC - SOUTHERN CALIFORNIA EDISON M&CULA, CA 92590 PERMIT NO.: LD03--133 -GF DRAWING NO. DATE: I CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BY:- DATE:_ RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. NO. 19744 Expires 9/30/05 PRECISE GRADING & EROSION CONTROL PLAN PG -1 JEFFERSON AVENUE OFFICE BUILDING PARCEL 2 OF PM 19353 SHEET OF 3 `� • PA 02 0334 1 re a Og (N20 2 W f0 1 fr" BLOCK AL 2 U 1 Q 0, 6 Q: p co E GRO ND CIL4 S JU rH " JU\JJ /\]\I F r Rol ARIES Q_ � Q 24.7orc 1 SLOPE MAX 1% 0 5 Ln" 7 0S 2 N X. S E� E H1024.26 M. ADI. T OE Ir 23 ]OT 6 HP 20.49 20.6 1025 —.MomMENI y , ._.___t.a ai:._.L A...;u:._ 1L_...1.:..h ,.. u:.;,....1:1:_t.t..it.ulitllL.J9.11EIWu.1lt. ;..i.i 13::t...,..1i .LLl._It.I:11.;LtE.._. ?.i_ ..:E.:._11 ;:.. C_:Il..J_..1..._.�.::-,...._._.._.� ._. j..J1._i._....._.._...y Zz.UU1 Y1.buic 21.5OFS 21.30FS o O N � EX 1" AC PAVE W EXISTING C� z 0 m .ER EX. AC PA VEMENT k 3 n RIBBON GUTTER DETAIL �6 "MIN. BASE NTS •b 79 18' 24.43' U WALK C7 k D rnBLDG. FF (� $ 4;0 2.90T __ -«- r 21.75 TC - lit "_��"` EX. 72' SD I I 22. soFs _ 1.40 1 `� I 21.65TC 1 % PROP. 6" 1 ' r 1 2].15FS 1.25FS E PAR PARC.E-1 i� SUPER FH 21.50FS � r r r ECTION A 0 21.35E 1022.1 OFF '42 o I �.f� 23.50TC _ SEC TION D NTS to 3q l�j s ,� 1q 23.00FS 2.1 5TC L : 1021.6 OPE �� 3 �, 23,20TC 21.65FS ... 1 r�1V�r�sID� CJU1\1TY ~ N NTS VACANT LOT 20. soFL ! 5, .-- 4� 22.70FS 80 J I OFF t. �% •: �� � ] , 2 .70T 3 :.': •: ' ' ]: F DOFF r r) (° r i 1 18' 2 11.5' 7f 36 4' 4' TO 5' 6' 6' rrj STALL 1 I 21.15 S ?c I I w 1 1 P j\/l � I� -124, PG, 54-b J 1 / 21.15FS V- r1i C 7 60, 3 S z. 1' i�v�riJ��r 'JUN Y _tjCC. 0 GUj I I I EMS R. SME ODFL 21 .tom 1 q 50TC � 34 TO BE VACAT : 1 • , j-1 :, '. 'rI 22.10TS U / 21.00FS C/ .n 21.60F. t.. -J n I 3 21.30FS ;, N X J --- - Rl 0 1 l v _ N .:..:21:3QF :. /� S q 22.101 21.50FS EX GROUND`' S 2 2 1'60r o �' ' \ — VARIES 1. 2 ry o ° B9TC FAULT ZONE - 2: 1 SLOPE MAX TO I I v OT �- ° I I 0 20. s s I• ; V 85TC 2 b �, 21.50FG 21.5OFG 2.50E 2.50 21. G "� �o 11 10' w Q OFS 2 .5 F :: 7' a� SflF 1.0o S 4t.35FS �- cn -' , v, � 1. D S b-. OFS : -� 4 � SECT ION B 30' N TS � � 21.8 TC � Il 0.50TC b? 7C, 22 - FIRE WATER �, 0'aJ - � � 0. 2 .40E •„ , : _--)(y"� 22 85 22 LINE / f \ I H 22.35FS I v, 'PROP. 6" (� 1 i at lei J 154 --- _` 7 i ,; .. tie � >� a ti E E T M N `'ti / I) (/� CL \J W/wWl E 0 0. 0 V 1° - 7' Q TYPICAL .� STALL _ 25' v1 I N � � 0� =: I.• t Fa��t Q� 1l,(/ ' �% X rn � � z �' RW 0 'f FIE 22'16 �'�� V' FAULT ZONE {' ���do U'' f I� ?< m I / �/ a o R I 120.0 -E y, s3 „ I _ra T r'f �Nr/�' �1���/ 0 U _ 1 ' 1 MIN • — -- - --- - - r – -- 1 J . ----- q VE. Q 4 f- D ( - Q 1 N?DE CONC. ACP I 4.00Tc I ``,, l ��L �p . LANDSCAPE STEP f x 5oFS3 I `V �1' PAVEMENT EX. A� CEMENT '� r� EX. 2: 1 SLOPE / - 3• OT , )N f PROPS 1 g MIN 1' WIDE CONC. 3.00F 1G�� 1 MIN. STEP SECTION C - L __ 3.50FS 0 10__ __...... SEC TION E SECTION E (\1 TC 0 w WI�� a N Ts BAS JIB l' � D , `�\ iJ \ N1 I _----___ VARIES I � 3 W Jr r' � ----- -- - - --- - A LANDSCAP 1 .. 2,. -T '. \ ti) 1 _ I I / r) C rr I r, - rw�f' \ `` 3' 4 RADIUS ICI 5' ,/ 3% �'r�F�r f EASEMENT', NOTES G/J► '� 1 r I it r• G it - 6" CCUU a FfACEE _ ���1� �l� _r - 1,.,J� _, "'A OTARWISE SOECIFIED 1 a EASEMENT NOTES PER FIRST AMERICAN TITLE COMPANY 16' 9 p� 1 _ _ \, PRELIMINARY REPORT N0. 2191981, DATED APRIL >6, zoo1. LANDSCAPE Q� •. �.. PE __- 41 1 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 20, 1' WIDE C. -,Of I 1� 2.2 ? T 1922 IN BOOK 570 ?AGE 416 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) `5 • s * : CONCRETE CURB 1' WID CONIC 1 1 1 2.75TS STEP E .� 2 AN EASEMENT Fo.)R POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 26, STEP 1928 IN BOOK 772 PAGE 105 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) SECTION G SECTION H 03 AN EASEMENT FOR ACCESS OPENING, SLOPES AND DRAINAGE PER TRACT MAP 16178-1 RECORDED IN MAP BOOK 127 ' 1 WIDE PARKING STEP DETAIL CONSTRUCTION NOTES EX /RR Vqf I ^• � � � 7.4 S ` .\ � PAGES 22-24, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. 1 - ® GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR ROAD AND SEWER IN INSTRUMENT NO. 53379, EXGqs RECORDED MARCH 7, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE. STATE OF CALIFORNIA. ,y�E �cQ, II cx, E K'ql 5 �,\ f �I y A GRANT OF EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL SUPPLY AND COMMUNICATION I^� W � W SYSTEMS IN INSTRUMENT NO. 239636, RECORDED AUGUST 18, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF EX LS G/Gy VE CALIFORNIA. T�a 2 _ __ © GRANT OF EASE;.,ENT IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT FOR PIPELINES IN INSTRUMENT N0. 18914, RECORDED JANUARY 27, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IN INSTRUMENT NO. EX �'QR. Vq� N�r37j (r' 231082, RECORDED AUGUST 10, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. - ANSFpRME GRANT OF EASE'"ENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR SEWER PIPELINES IN INSTRUMENT NO. 208801, E4 R I \8" RECORDED JUNE 13, 1997 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. AN FOR DRAIN, S�aER AEY E QGr� �° C � Y/ -S J �' EXIST NG APUBLICTUTIJTIESANDPUBLIC S RVICE FACILITEN S R FIAVOR OFNAGE RTHE UCOUNTY OF RAVERS DEES AND NPERA NIS RUMENTLITIES D NO.Y 'y DRAINAGE p�0✓ f 4 ,S E o y 'P6Y Np 210561, RECORDED DECEMBER 6, 1982 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (NOT PLOTTABLE) EX 6" SUPER FH y 9 AN EASEMENT FoR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1592 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 4,. 10 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT YG� RECORDED JANUARY 3, 1985 AS INSTRUMENT N0. 1593 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATS -43F CALIFORNIA. �qNQ` SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF 13U1LDING S. "COPCO /0E CO2 V E 1.0% MIN, 6 Oq, MIN OAi Ai ,Py w 1 CONSTRUCT TYPE D-6 CURB PER CITY OF TEMECULA STD. 204 3 --INSTALL AC/6' OVER CL2 BASE CNS 3 RIBBON GUTTER '��14 ISS CONSTRUCT CONIC. PRIVATE WALKS AND HARDSCAPE O4 5 ARIES Q_ � Q 24.7orc 1 SLOPE MAX 1% 0 5 Ln" 7 0S 2 N X. S E� E H1024.26 M. ADI. T OE Ir 23 ]OT 6 HP 20.49 20.6 1025 —.MomMENI y , ._.___t.a ai:._.L A...;u:._ 1L_...1.:..h ,.. u:.;,....1:1:_t.t..it.ulitllL.J9.11EIWu.1lt. ;..i.i 13::t...,..1i .LLl._It.I:11.;LtE.._. ?.i_ ..:E.:._11 ;:.. C_:Il..J_..1..._.�.::-,...._._.._.� ._. j..J1._i._....._.._...y Zz.UU1 Y1.buic 21.5OFS 21.30FS o O N � EX 1" AC PAVE W EXISTING C� z 0 m .ER EX. AC PA VEMENT k 3 n RIBBON GUTTER DETAIL �6 "MIN. BASE NTS •b 79 18' 24.43' U WALK C7 k D rnBLDG. FF (� $ 4;0 2.90T __ -«- r 21.75 TC - lit "_��"` EX. 72' SD I I 22. soFs _ 1.40 1 `� I 21.65TC 1 % PROP. 6" 1 ' r 1 2].15FS 1.25FS E PAR PARC.E-1 i� SUPER FH 21.50FS � r r r ECTION A 0 21.35E 1022.1 OFF '42 o I �.f� 23.50TC _ SEC TION D NTS to 3q l�j s ,� 1q 23.00FS 2.1 5TC L : 1021.6 OPE �� 3 �, 23,20TC 21.65FS ... 1 r�1V�r�sID� CJU1\1TY ~ N NTS VACANT LOT 20. soFL ! 5, .-- 4� 22.70FS 80 J I OFF t. �% •: �� � ] , 2 .70T 3 :.': •: ' ' ]: F DOFF r r) (° r i 1 18' 2 11.5' 7f 36 4' 4' TO 5' 6' 6' rrj STALL 1 I 21.15 S ?c I I w 1 1 P j\/l � I� -124, PG, 54-b J 1 / 21.15FS V- r1i C 7 60, 3 S z. 1' i�v�riJ��r 'JUN Y _tjCC. 0 GUj I I I EMS R. SME ODFL 21 .tom 1 q 50TC � 34 TO BE VACAT : 1 • , j-1 :, '. 'rI 22.10TS U / 21.00FS C/ .n 21.60F. t.. -J n I 3 21.30FS ;, N X J --- - Rl 0 1 l v _ N .:..:21:3QF :. /� S q 22.101 21.50FS EX GROUND`' S 2 2 1'60r o �' ' \ — VARIES 1. 2 ry o ° B9TC FAULT ZONE - 2: 1 SLOPE MAX TO I I v OT �- ° I I 0 20. s s I• ; V 85TC 2 b �, 21.50FG 21.5OFG 2.50E 2.50 21. G "� �o 11 10' w Q OFS 2 .5 F :: 7' a� SflF 1.0o S 4t.35FS �- cn -' , v, � 1. D S b-. OFS : -� 4 � SECT ION B 30' N TS � � 21.8 TC � Il 0.50TC b? 7C, 22 - FIRE WATER �, 0'aJ - � � 0. 2 .40E •„ , : _--)(y"� 22 85 22 LINE / f \ I H 22.35FS I v, 'PROP. 6" (� 1 i at lei J 154 --- _` 7 i ,; .. tie � >� a ti E E T M N `'ti / I) (/� CL \J W/wWl E 0 0. 0 V 1° - 7' Q TYPICAL .� STALL _ 25' v1 I N � � 0� =: I.• t Fa��t Q� 1l,(/ ' �% X rn � � z �' RW 0 'f FIE 22'16 �'�� V' FAULT ZONE {' ���do U'' f I� ?< m I / �/ a o R I 120.0 -E y, s3 „ I _ra T r'f �Nr/�' �1���/ 0 U _ 1 ' 1 MIN • — -- - --- - - r – -- 1 J . ----- q VE. Q 4 f- D ( - Q 1 N?DE CONC. ACP I 4.00Tc I ``,, l ��L �p . LANDSCAPE STEP f x 5oFS3 I `V �1' PAVEMENT EX. A� CEMENT '� r� EX. 2: 1 SLOPE / - 3• OT , )N f PROPS 1 g MIN 1' WIDE CONC. 3.00F 1G�� 1 MIN. STEP SECTION C - L __ 3.50FS 0 10__ __...... SEC TION E SECTION E (\1 TC 0 w WI�� a N Ts BAS JIB l' � D , `�\ iJ \ N1 I _----___ VARIES I � 3 W Jr r' � ----- -- - - --- - A LANDSCAP 1 .. 2,. -T '. \ ti) 1 _ I I / r) C rr I r, - rw�f' \ `` 3' 4 RADIUS ICI 5' ,/ 3% �'r�F�r f EASEMENT', NOTES G/J► '� 1 r I it r• G it - 6" CCUU a FfACEE _ ���1� �l� _r - 1,.,J� _, "'A OTARWISE SOECIFIED 1 a EASEMENT NOTES PER FIRST AMERICAN TITLE COMPANY 16' 9 p� 1 _ _ \, PRELIMINARY REPORT N0. 2191981, DATED APRIL >6, zoo1. LANDSCAPE Q� •. �.. PE __- 41 1 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 20, 1' WIDE C. -,Of I 1� 2.2 ? T 1922 IN BOOK 570 ?AGE 416 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) `5 • s * : CONCRETE CURB 1' WID CONIC 1 1 1 2.75TS STEP E .� 2 AN EASEMENT Fo.)R POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 26, STEP 1928 IN BOOK 772 PAGE 105 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) SECTION G SECTION H 03 AN EASEMENT FOR ACCESS OPENING, SLOPES AND DRAINAGE PER TRACT MAP 16178-1 RECORDED IN MAP BOOK 127 ' 1 WIDE PARKING STEP DETAIL CONSTRUCTION NOTES EX /RR Vqf I ^• � � � 7.4 S ` .\ � PAGES 22-24, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. 1 - ® GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR ROAD AND SEWER IN INSTRUMENT NO. 53379, EXGqs RECORDED MARCH 7, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE. STATE OF CALIFORNIA. ,y�E �cQ, II cx, E K'ql 5 �,\ f �I y A GRANT OF EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL SUPPLY AND COMMUNICATION I^� W � W SYSTEMS IN INSTRUMENT NO. 239636, RECORDED AUGUST 18, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF EX LS G/Gy VE CALIFORNIA. T�a 2 _ __ © GRANT OF EASE;.,ENT IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT FOR PIPELINES IN INSTRUMENT N0. 18914, RECORDED JANUARY 27, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IN INSTRUMENT NO. EX �'QR. Vq� N�r37j (r' 231082, RECORDED AUGUST 10, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. - ANSFpRME GRANT OF EASE'"ENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR SEWER PIPELINES IN INSTRUMENT NO. 208801, E4 R I \8" RECORDED JUNE 13, 1997 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. AN FOR DRAIN, S�aER AEY E QGr� �° C � Y/ -S J �' EXIST NG APUBLICTUTIJTIESANDPUBLIC S RVICE FACILITEN S R FIAVOR OFNAGE RTHE UCOUNTY OF RAVERS DEES AND NPERA NIS RUMENTLITIES D NO.Y 'y DRAINAGE p�0✓ f 4 ,S E o y 'P6Y Np 210561, RECORDED DECEMBER 6, 1982 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (NOT PLOTTABLE) EX 6" SUPER FH y 9 AN EASEMENT FoR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1592 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 4,. 10 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT YG� RECORDED JANUARY 3, 1985 AS INSTRUMENT N0. 1593 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATS -43F CALIFORNIA. �qNQ` SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF 13U1LDING S. "COPCO /0E CO2 V E 1.0% MIN, 6 Oq, MIN OAi Ai ,Py w 1 CONSTRUCT TYPE D-6 CURB PER CITY OF TEMECULA STD. 204 3 --INSTALL AC/6' OVER CL2 BASE CNS 3 RIBBON GUTTER '��14 ISS CONSTRUCT CONIC. PRIVATE WALKS AND HARDSCAPE O4 5 ADJ. VALVES TO GRADE ' s' 6 RELOCATE EX. LIGHT 7 INSTALL 12" "HANG OR EQUAL ® INSTALL 2-3" PVC DRAIN O9 REMOVE AND RECONSTRUCT EXIST. AC PAVEMENT TO DRAIN CONSTRUCT 1' WIDE CONCRETE STEP PER DETAIL THIS SHEET 11 CMN 3' DE CONCRETE RECTANGULAR CHANNEL PER DETAIL THIS SHEET 2 ----- ------- CONSTRUCT -3` -WIDE CONCRETE SIDEWALK OUTLET DRAIN 13 INSTALL EROSION CONTROL SAND BAGS (2 BAGS HIGH) 14 15 16 7 18 41 RETE DRAIN DETAIL 1,44 �� f" e/low RECTANGULAR COMIC � �� yt(��.� p 2 EX Sip NOT TO SCALE /�/' `�I ��JG�! vp civil ergs 2eq?j1g nD,J�� �'rn > y 28362 VINCENT MORAGA BRIE (909) 506-4869 (909) 506-4919 FAX Temecula, Califomia 92590 , CON Contracto Inspector Date Co STRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE r _ HORIZONTAL 1 "=20' VERTICAL Corn _ PERMIT NO.. LD03— D SEAL Designed By Drawn By Checked By DRAWING N0. �po R°�ECa�o� H. CORREA H. CORREA RECOMMENDED BY: DATE: L_ �TY Ur TEM LU U LA DEPARTMENT OF PUBLIC WORKS W y PLANS PREPARED UNDER THE SUPERVISION OF x ACCEPTED BY: DATE: _ �i �F T �� PRECISE GRADING No. �� _ Z 6 RONALD J. PARKS .6/30/04 Date JEFFERSON AVENUE OFFICE BUILDING *DEPUTY DIRECTOR OF PUBLIC WORKS s HECTOR L. C REA e gTFOFCAU u' R.C.E. NO. 36306 Expires 6 30 049/30/05 PARCEL 2 OF PM 19353 19744 R.C.E. N0. Expires%1, �_ PAn9—n_-i_34 PG -2 SHEET 2 OF j NA _ PERMIT NO.. LD03— D SEAL Designed By Drawn By Checked By DRAWING N0. �po R°�ECa�o� H. CORREA H. CORREA RECOMMENDED BY: DATE: L_ �TY Ur TEM LU U LA DEPARTMENT OF PUBLIC WORKS W y PLANS PREPARED UNDER THE SUPERVISION OF x ACCEPTED BY: DATE: _ �i �F T �� PRECISE GRADING No. �� _ Z 6 RONALD J. PARKS .6/30/04 Date JEFFERSON AVENUE OFFICE BUILDING *DEPUTY DIRECTOR OF PUBLIC WORKS s HECTOR L. C REA e gTFOFCAU u' R.C.E. NO. 36306 Expires 6 30 049/30/05 PARCEL 2 OF PM 19353 19744 R.C.E. N0. 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ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CAS A " CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION /GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL_ 6. MAXIMUM CUT AND FILL SLOPES = 2:1. 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP S OPES OVER 5' HIGH PA02=0334 1-15 JEFFER��N AVE � READ THIS NOTE THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM - ATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATI^NAL ENDANGERED SPECIES ACTS. DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. FILLS OVER 1' DEEP. BY COMPACTION TESTING. STATE WATER RESOURCES 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR 19 GREINAL ATER COMPACTION FOOPORT WILL BE REQUIRED FOR ALL FILLS T. BASEPUBLIC MATERIAL.WORKS THE DESAPPROVAL GN 0 HAL A ADHERE SAYS PRIOR TO PLET ACEMENT OF CONTROL BOARD PERMIT NO. INDEX MAP SCALE: 1"=50' CONSTRUCTION NOTES 1 OF ALL FILL L 1654 LF 0 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS ® INSTALL 6" AC/8" OVER CL2 BASE (TRUCK TRAFFIC) 15,789 SF ALONG THE TOP OF CUT SLOPES. CONSTRUCT 3' RIBBON GUTTER PER DETAIL SHT. NO. 2 463 LF 10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% . 4914 SFT, 11 EA © RELOCATE EX. LIGHT DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND 0 INSTALL 12"X127HANCOR CB OR EQUAL 2 EA CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL INSTALL 2-3" PVC DRAIN 117 ' U9 SLOPES. 4106 St: ] p 11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERS SOURCES SHALL CONSTRUCT 3' WIDE CONCRETE RECTANGULAR CHANNEL PER DETAIL SHEET NO. 2 26 L;" BE PERMITTED. CONSTRUCT 3' WIDE CONCRETE SIDEWALK OUTLET DRAIN PER DETAIL SHEET NO. 1 EA 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 1 EA ® INSTALL WHEEL STOP TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE O5 INSTALL EROSION CONTROL SAND BAGS (2 BAGS HIGH) 350 LF MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED INSTALL GRAVEL 3" THICK AT DWY FOR P. SEDIMENT CONTROL 800 SF THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT PAVING NOTES NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. CONTAIN A BASE COURSE OF B -AR -4000, MINIMUM THICKNESS OF 2 INCHES. 14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT 1, MINIMUM PARKING LOT GRADE SHALL BE ONE (I.0) PERCENT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 17.08 2 MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT EX PRIOR TO FINAL GRADING INSPECTION. 12' 12' 15. EROSION CONTROL: ALL GRADED SLOPES REQUIRED TO BE PLANTED SHALL BE 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR 8` 6�X 6' TO PLACEMENT OF PAVING. 22. PLANTED WITH ROSEA ICE PLANT (OR EQUAL) AT 12" ON CENTER. 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY SLOPES OVER 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN (14) DAYS SPACED NOT TO EXCE,=D 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT IN IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL WALK CU B A.C. TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN WALK DEPARTMENT OF PUBLIC FOR AIN ENCROACHMENT PERMIT FOR ALL WORK WITHIN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING CITY RIGHT-OF-WAY. APPROPRIATE BACKFLOW DEVICE PER U.B.C. CHAPTER 10r. 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS ONE INSPECTION AT SUBGRADE 'COMPLETION, AT BASE GRADE COMPLETION AND I OF THE PRELIMINARY SOILS INVESTIGATION BY TESTING ENGINEERS -SAN DIEGO INC. RRL DURING PLACEMENT OF ASPHALT. DATED SEPT. 19, 2001 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE PARKING AND PATH OF TRAVEL AREAS. - _ 27. S UBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED -?K DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE -- WO! AREA, AND RELOCATION AND cosi OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 694-6411. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 23, THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL 8. A c,OMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER'S NOTICES TO CONTRACTORS: CO,v1PACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. BEFORE YOU DIG. of ASPHALT PAVING. 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CON- SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED PA02=0334 1-15 JEFFER��N AVE � READ THIS NOTE THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM - ATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATI^NAL ENDANGERED SPECIES ACTS. DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. FILLS OVER 1' DEEP. BY COMPACTION TESTING. STATE WATER RESOURCES 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR 19 GREINAL ATER COMPACTION FOOPORT WILL BE REQUIRED FOR ALL FILLS T. BASEPUBLIC MATERIAL.WORKS THE DESAPPROVAL GN 0 HAL A ADHERE SAYS PRIOR TO PLET ACEMENT OF CONTROL BOARD PERMIT NO. INDEX MAP SCALE: 1"=50' CONSTRUCTION NOTES 1 CONSTRUCT TYPE D-6 CURB PER CITY OF TEMECULA STD. 204 1654 LF 0 INSTALL 5" AC/6" OVER CL2 BASE 18,581 jFj ® INSTALL 6" AC/8" OVER CL2 BASE (TRUCK TRAFFIC) 15,789 SF O CONSTRUCT 3' RIBBON GUTTER PER DETAIL SHT. NO. 2 463 LF ® O CONSTRUCT CONC. PRIVATE WALKS AND HARDSCAPE ADJ. VALVES TO GRADE 4914 SFT, 11 EA © RELOCATE EX. LIGHT 1 EA 0 INSTALL 12"X127HANCOR CB OR EQUAL 2 EA ®j INSTALL 2-3" PVC DRAIN 117 ' U9 REMOVE AND RECONSTRUCT EXIST. AC PAVEMENT 4106 St: ] p CONSTRUCT V WIDE CONCRETE STEP PER DETAIL SHEET NO. 2 324 LF CONSTRUCT 3' WIDE CONCRETE RECTANGULAR CHANNEL PER DETAIL SHEET NO. 2 26 L;" O CONSTRUCT 3' WIDE CONCRETE SIDEWALK OUTLET DRAIN PER DETAIL SHEET NO. 1 EA �3 ADJUST EX. SEWER MANHOLE TO FINISH GRADE 1 EA ® INSTALL WHEEL STOP 30 EA O5 INSTALL EROSION CONTROL SAND BAGS (2 BAGS HIGH) 350 LF ]6 INSTALL GRAVEL 3" THICK AT DWY FOR P. SEDIMENT CONTROL 800 SF 20. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING DEPT, CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE "R" WDID # 9 330322171 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PLANS PREPARED UNDER THE SU ERVISION OF WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE METHOD. THE VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH THE Date RONALD J. PARKS ��q .r WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. DEPUTY DIRECTOR OF PUBLIC WORKS `"' :="•a ; PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY e.. ,r ,989:: PARCEL 2 OF PM 19353 LOCATION OF CUT/FILL SLOPES. THE DIRECTOR OF PUBLIC WORKS. R/W R/W 11' ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE TOO' 21 A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE SURFACE COURSE SHALL BE C2 -AR -4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM 76' ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, CONTAIN A BASE COURSE OF B -AR -4000, MINIMUM THICKNESS OF 2 INCHES. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6' EX 8' 12' 12' 1 12' 12' 8` 6�X 6' 22. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 24 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY SIDE- EX. IN IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL PLACED IN DISABLED WALK CU B A.C. AVEME T MEDIANEHOURS CURB WALK INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN I/4' PER FT. SLOPE I 2%2% 2X I 1/4" SL RRL T. PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411. PARKING AND PATH OF TRAVEL AREAS. - _ 27. -- v 23, THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND GROUND ALERT (1-800-422-4133) TWO (2) DAYS ENGINEER'S NOTICES TO CONTRACTORS: BEFORE YOU DIG. JEFFERSON AVENUE 24. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CON- EXISTING 1MPROVMENTS RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANYFOR THE CORRECTION OF 0 E OPISSIONS ORDDURING DAMAGE OR PROTECTION LINES. IOR TO STARTING CONSTRUCTION PROJECT, I iCONSTRUTIION.UPONREQUEST, IES APPROPRIATE PLANREVIISIO S THE CONTRACTOR SHALL VERIFY THE EXISTING G EEVATIONS OF THEEXISTING MAINS WHEN MAKING QUANT SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A CUT: 2800 CY SOILS ENGINEER APPROVAL. CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. FILL: 260 CY 25. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO D COMP ETE RESPONSIBILITY FOR QUANTITIES SHOWN ARE FOR PERMIT PURPOSES BASED UPON DIFFERENCES TESTING ENGINEERS -SAN DIEGO INC EROSION CONTROL NOTES: 1, EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLANS IS REQUIRED FOR ALL ROUGH GRADING pAuL �'AVPCTION2. IN CASE OF EMERGENCY, CALL KEETON AT (909) 296-6400 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON- SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. -`OF PUBLIC WORKS. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DESILTING BASINS, ETC. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. THE DEVELOPER SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER IN- FORMATION IS SUBJECT TO CHANGE. 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT PLANTING. 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NO BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 17_ CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVEIJT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PRGJECT. 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY, 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT OT RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE, BUT SHALL NO BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL, 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. Q THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AN L a APPLY FOR AN ENCROACHMENT PERMIT FROM THE CITY OF TEMECULA 24. W o PUBLIC WORKS DEPARTMENT FOR ALL WORK ON EXISTING CITY MAINTAINED JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB- 7895 CONVOY COURT, SUITE 18 JUTE NETTING SHALL BE INSTALL ON ALL SLOPE OVER 10 HIGH. ROADS. SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE SAN DIEGO, CA 92111 SITE ADDRESS M GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR B►D PURPOSES (909) 296-2230 A.P.N. WLLJ Underground ervlce Alert TOPO SOURCE FIELD SURVEY BY DJA NOV. 2001 Call: TOLL FREE p LEGAL DESCRIPTION IIII 1-800 PARCEL 2 OF PARCEL MAP 19353 AS SHOWN ON MAP FILED IN BOOK 124, PAGES 64-66 227-'6000 OF PARCEL MAPS, RECORDS OF RIVERSIDE TWO WORKING DAYS BEFORE YOU DIG COUNTY, STATE OF CALIFORNIA. AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, F INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC AGENCIES BENCHMARK 27708 Jefferson Avenue _ _033 0 0 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- UTILITY PURVEYORS TEMECULA, CA 92590 921-400-037 Z3 FORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE RIV. CO. BENCH MARK J-63, SEC. I, T -8-S, R -3-W SMB AT TEMECULA RIVERSIDE COUNTY NEGLIGENCE OF THE OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY. ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE WATER - RCWD UNAUTHORIZED CHANGES AND USES: BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE SEWER - RCWD NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR GAS - SOUTHERN CALIFORNIA GAS CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP A FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS STANDARD DISC STAMPED "J-63. 1927" TELEPHONE - VERIZON MUST BE IN WRITING AND MUST BE APPROVED BY THE UNDER SIGN ENGINEER. ADJUSTED ELEV. 1005.651 ELECTRIC - SOUTHERN CALIFORNIA EDISON CONSTRUCTION RECORD JDATE1 BY I REVISIONS I DATE IACC'D Contractor Inspector Date Completed BENCHMARK SCALE SEAL QROFESS�ON HORIZONTAL Az°�o SEE ABOVE AS NOTED No. 36306 VERTICAL Exp. 6/30/04 �qT CIv1L NA F OF CA -\V ADJUSTED 1970 BY RIV. CO. 600-7-68 Designed By Drawn By I Checked By LU ) ►- O"ER/DEVELOPER ENGINEER: PREPARE: 1-25-03 Ldp U DIAMOND CENTRAL INVESTORS, LLC 41750 WINCHESTER ROAD C2i121 epi 29'L8g'1"1r?2 TEMECULA, CALIFORNIA 92590 HIL (909) 296-9800 43533 RIDGE PARK DRIVE, SUITE D (909) 506-4869 (909) 506-4979 FAX TEMECULA, CA 92590 PERMIT NO.: LD03-133GR DRAWING NO. H.L.C. H. L. C. L. D. RECOMMENDED BY: DATE: ACCEPTED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PLANS PREPARED UNDER THE SU ERVISION OF °F Tr PRECISE GRADING & EROSION CONTROL PLAN Date RONALD J. PARKS ��q .r JEFFERSON AVENUE OFFICE BUILDING HECTO L. CORREA DEPUTY DIRECTOR OF PUBLIC WORKS `"' :="•a ; R.C.E. N0. 36306 Expires 6/30/04 19744 e.. ,r ,989:: PARCEL 2 OF PM 19353 R.C.E. No. Expires 9/30)/05 r „ PA 02- 0334 '- -7116 1 'G PG -1 SHEET 1 OF 4 Q. IQ 22 10' 4' EX GROUND 2: 1 SLOPE MAX LLJ 81 ilG I II U EX. 72' SD SECTION ON A ' N TS 1 EX. BLOCK AL �I I 16' 4' TO 5' 6' 6' STALL X - �I � r C D � Q I I Uj --� C) EX GROUN 2:1 SLOPE MAX VARIES ATOS% AC pA SECTION B N TS L'Ab'A'MB'N7' NUTS PER FIRST AMERICAN TITLE COMPANY PRELIMINARY REPORT NO. 2191981, DATED APRIL 16, 2001. 1 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 20, 1922 IN BOOK 570 PAGE 416 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 2 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 26, 1928 IN BOOK 772 PAGE 105 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 03 AN EASEMENT FOR ACCESS OPENING, SLOPES AND DRAINAGE PER TRACT MAP 16178-1, RECORDED IN MAP BOOK 127, PAGES 22-24, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. ® GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR ROAD AND SEWER IN INSTRUMENT NO. 53379, RECORDED MARCH 7, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. Q GRANT OF EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL SUPPLY AND COMMUNICATION SYSTEMS IN INSTRUMENT NO. 239636, RECORDED AUGUST 18, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. © GRANT OF EASEMENT IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT FOR PIPELINES IN INSTRUMENT NO. 18914, RECORDED JANUARY 27, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IN INSTRUMENT NO. 231082, RECORDED AUGUST 10, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 0 GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR SEWER PIPELINES IN INSTRUMENT NO. 208801, RECORDED JUNE 13, 1997 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 8 AN EASEMENT FOR STORM DRAIN, DRAINAGE CHANNEL, DRAINAGE STRUCTURES AND APPURTENANT FACILITIES AND ANY EXISTING PUBLIC UTILITIES AND PUBLIC SERVICE FACILITIES IN FAVOR OF THE COUNTY OF RIVERSIDE PER INSTRUMENT NO. 210561, RECORDED DECEMBER 6, 1982 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (NOT PLOTTABLE) 9 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1592 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 10 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1593 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed REVISIONS I DATE I ACC'D W F— EXIS7TNG j U Z 0 ca CID EX. AC PA VEMENT M 08— FrI 17 TO 1.5%. VARIES SECTION C NTS 1-15 )OU-fH BOUND L ANP S SEC TION E N TS BENCHMARK SCALE SEE SHEET NO. 1 HORIZONTAL 1 "=20' VERTICAL NA LLjCL r p U Cl - G) Q R1 X � rT BLDG. FF v ti Q Zi AC PAVEMENT EX_ AC PAVEMENT PROLl 190 MIN. 1% MIN- --- --- — --- SECTION D NTS MA'T'CH LINE SEE SHEET NO. 3 6.5' 1 ' 5' 0.5' LANDSCAPE A� PAVEMENT PROP• 1 N TRASH ENCLOSURE otie MH rVrr tXIJ !. AC; t'AVMLNI EX. AC DWY SEC TION E N TS -EX.-72"-S0-- 7' LANDSCAPE 1 EX. AC PAVEMENT 21.99 TC �21.409FS) I 1 E Z%s) IAF-1Gr_rI 4 r TVI 3K, 124PGS Jif—JJ i �iJ`Vrri 5��� GDUN Y EX. 3' RIBBON GUTTER f --r-„ 3• G(J�R EX. DRAINAGE FLOW <J -EX. 3' GUTTER '-EX. CURB i �- EX. CURB _bI EX. TRANS PAD PROPERTY LINE (20.27EG) L EX. CURB I PROWD Q 21"4 1 1.85' OPENNING FOR DRAINAGE I EX. CURB �EX. CURB I I AC PAVING PARKING LOT - — — — — _j I-- — — — — — r_/X, BA1\JIr< F L DG, SECTION G SECTION H SEAL PROFESS LU X No. 36306 Exp. 6/30/04 OIV1l- F OF CAI IFO NTS N TS Designed By Drawn By Checked By H. CORREA H. CORREA PLANS PREPARED UNDER THE SUPERVISION OF Date d HECTOR L. CORREA R.C.E. NO. 36306 Expires 6/30/04 INDICATE REMOVAL AND RECONSTRUCTION OF EXISTING AC PAVEMENT INDICATE REMOVAL TRUCK TRAFFIC SECTION PER CONST. NO. GRAPHIC SCALE 20 0 10 20 40 SCALE: 1" = 20' RECOMMENDED BY: DATE: ACCEPTED BY: DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. NO. 19744 Expires 9/30/05 AC %IjAVEMENT E v NTS NOTE: NO BASE REQUIRED FOR RIBBON GUTTER LOCATED IN LANDSACPE AREA 1.0% MIN. RECTANGULAR CONCRETE DRAIN DETAIL NOT TO SCALE 3/4" 12" 2" RADIUS :%4" RADIUS 4'SPLC�FRSI BD THERWISE CONCRETE CURB 1' WIDE PARKING STEP DETAIL 1 PLACE NO. 3 PLACE MAX 6" C—C SIDEWALK OUTLET DRAIN DETAIL NOT TO SCALE CONSTRUCTION NOTES Logo MN. 1 CONSTRUCT TYPE D-6 CURB PER CITY OF TEMECULA STD. 204 2 INSTALL 5" AC/6" OVER CL2 BASE ® INSTALL 6" AC/8" OVER CL2 BASE (TRUCK TRAMC) O3 CONSTRUCT 3' RIBBON GUTTER PER DETAIL THIS SHEET ® CONSTRUCT CONC. PRIVATE WALKS AND HARDSCAPE 5 ADJ. VALVES TO GRADE 6 RELOCATE EX. LIGHT O INSTALL 12"X127HANCOR CB OR EQUAL a8 INSTALL 2-3" PVC DRAIN O REMOVE AND RECONSTRUCT EXIST. AC PAVEMENT CONSTRUCT 1' WIDE PARKING STEP PER DETAIL THIS SHEET 1i CONSTRUCT 3' WIDE CONCRETE RECTANGULAR CHANNEL PER DETAIL THIS SHEET 12 CONSTRUCT 3' WIDE CONCRETE SIDEWALK OUTLET DRAIN PER DETAIL THIS SHEET 13 ADJUST EX. SEWER MANHOLE TO FINISH GRADE 14 INSTALL WHEEL STOP _HLC civil ergtnegn En 28362 VINCENT MORACA DRIVE (909) 506-4869 (909) 506-4979 FAX SUITE C Temecula, California 92590 PERMIT NO.: LD03-133GR DRAWING NO. CITY OF TEM EC U LA DEPARTMENT OF PUBLIC WORKS PRECISE GRADING PG -,2 JEFFERSON AVENUE OFFICE BUILDING PARCEL 2 OF PM 19353 PA02-� 0334 SHEET 2 OF 4 18' SEAL SCALE RW ® QRaFESS/p� 4 O HORIZONTAL STALL 25' RELOCATE EX. LIGHT 1 "=20' No. 36308 Cn Exp. 6/30/04 VERTICAL ADJUST EX. SEWER MANHOLE TO FINISH GRADE INDICATE REMOVAL AND RECONSTRUCTION NA cAUF°� 0 z OF EXISTING AC PAVEMENT Q 1% MIN- o0 AC PAVE. CK U INDICATE REMOVAL TRUCK TRAFFIC SECTION X PER CONST. NO. EX. 2: 1 SLOPE SECTION A _ NTS — �I __j CL 16' k 4' TO 5' 6' 6' STALL Q7 I n CJ � � � I /\ E `X' Cuqi D n Rl 4.007C / EX GROUNO-� VAR SES .� . 3.50FS 3q 2:1 SLOPE MAX TO 5q fo 3.o F Acs c MATCH LINE 3.50FS v = w SEC TI ON B w� Or NTS PjM Dr -K, 124, PGS 64-66 E. PAF-,, E 1 5- -x, H 0-T 3 q - - - ��r rJ / F- PIM 7' TYPICAL Q w a 9 �v 5'Q !,,- 1'I__ x'7575 2px �If.v GRAPHIC SCALE &0--------- 20 0 10 20 90 SEC T! ON CEk 6S MErFR 5 w 1 � ; _ w c� I EX CURB Wq T V O NTS SCALE: 1" 20' Ek �S A _Zz - y EX. CURB CY �q q( VF 80 4 \- i SECTION D NTS SECTION E N TS CONSTRUCTION RECORD IDATEI BY Contractor Inspector Date Completed EY AC DW), 40 Y q Ceec Gg 2p 7pFs 10 Ge ` DETAIL A EXISTING SIDEWALK NEW SIDEWALK MATCH N TS REVISIONS I DATE IACC'D BENCHMARK SEE SHEET NO. 1 SEE SHEET NO. 2 EX. CURB Rq�NgG`` Zow R/BEGN GU TSR C&G Designed By Drawn By Checked By H. CORREA H. CORREA PLANS PREPARED UNDER THE SUPERVISION OF Date M1 f 1103 HECTOR L. CORREA R.C.E. NO. 36306 Expires 6/30/04 £,► Cu RECOMMENDED BY: DATE: ACCEPTED BY: DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. NO. 19744 Expires `0/30/05 LANDSCAPE EASEMENT NOTES 3/4" 12" 2" RADIUS —%4" RADIUS :.: UNLESSBOTHRNSE SPECIFIED 16 s, . CONCRETE CURB 1' WIDE PARKING STEP DETAIL 1 EASEMENT NOTES PER FIRST AMERICAN TITLE COMPANY PRELIMINARY REPORT NO. 2191981, DATED APRIL 16, 2001. 1 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 20, 1922 IN BOOK 570 PAGE 416 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) 2 AN EASEMENT FOR POLE LINES IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY, IN INSTRUMENT RECORDED JUNE 26, 1928 IN BOOK 772 PAGE 105 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. (NOT PLOTTABLE) S AN EASEMENT FOR ACCESS OPENING, SLOPES AND DRAINAGE PER TRACT MAP 16178-1, RECORDED IN MAP BOOK 127, PAGES 22-24, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. ® GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR ROAD AND SEWER IN INSTRUMENT NO. 53379, RECORDED MARCH 7, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. A5 GRANT OF EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL SUPPLY AND COMMUNICATION SYSTEMS IN INSTRUMENT NO. 239636, RECORDED AUGUST 18, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. © GRANT OF EASEMENT IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT FOR PIPELINES IN INSTRUMENT NO. 18914, RECORDED JANUARY 27, 1986 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IN INSTRUMENT NO. 231082, RECORDED AUGUST 10, 1987 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 0 GRANT OF EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR SEWER PIPELINES IN INSTRUMENT NO. 208801, RECORDED JUNE 13, 1997 OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 8 AN EASEMENT FOR STORM DRAIN, DRAINAGE CHANNEL, DRAINAGE STRUCTURES AND APPURTENANT FACILITIES AND ANY EXISTING PUBLIC UTILITIES AND PUBLIC SERVICE FACILITIES IN FAVOR OF THE COUNTY OF RIVERSIDE PER INSTRUMENT NO. 210561, RECORDED DECEMBER 6, 1982 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. (NOT PLOTTABLE) 9 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1592 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEMENT IS FOR UTILITIES, AND IS LOCATED WITHIN THE COMMON AREA EXCLUSIVE OF BUILDING SITES. 10 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, AS SET FORTH IN THE DOCUMENT RECORDED JANUARY 3, 1985 AS INSTRUMENT NO. 1593 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. SAID EASEM: ` 1 28362 VINCENT MORAGA DRIVE (909) 506-4869 (909) 506-4979 FAX t \ CONSTRUCTION RECORD DATE BY REVISIONS EROSION CONTROL NOTES: S r,1 1 INT l) 1 A l\J ~ 60 �h� 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON (N2022'16 -W �� �G' ti �ti `/ `� �ti FROM OCTOBER 15 TO APRiL 15. APPROVED PLANS iS REQUIRED FOR ALL ROUGH - ---` _ r - GRADING t_ (909) 296--6400 2 IN CASE OF EMERGENCY, CAL AT M - a*� J- pe L, - L PAUL RAMSEY . _.1_- �,/.r�L�X' • ' � _--� 2 l FL ISUPERVISE EROSION CONTROL WORK AND INSURE - ! 3• THE DESIGN CIVIL ENGINEER WILL IS IN OR THAT WORK iTH THE APPROVED PLAN ( REQUIRED BY THE /\ ? ?':;'; I,'>I I i<`.if \�' o _ /\(� if i' �- 21.99TC DEPARTMENTOF PUBLIC I __ ---- �'- ! :+ ----- -r -- t t- # r 4, - - --- - y� 21,07 a ODTCY - 21.49FS) I_ --- s� - s �° ='1 I! a� i_- - - _ ___-__ �� _ "� ' 1 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL n (/) F ! ' Y I �._..I�---._ �- • '� it .31 ; j I1 - �- I �J -�'.l-` \ % ---- -----i----- -t---- -J- I r _ I �_. i �r> (;0 �t I \\`�.aO5� TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVILABLE ON-- - - � ; yl --\=-\�-- ----� _ -- - .;, __ -- 1 s L _----__--- _-- - ___ - Y �2�_3 SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION - --- --- -- --- --- -- -- -- -- y;� --. �,�Fs i t! I _ _ _ „.;7 y _� OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. T„ ----- -_ !sL-- ___ _-�." 3' s ; CJ:�aF ?1.5oF� o x �, o /,� ------ - ti. << rc f 21.30FS Tr - - a , o ' -- ��3 " tte, '- - _ _ \�\ �? _ I rr 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. .49 '�-"i'- _ ----- --- -- -- - -- ------ -- --_ - t- h>� --� _ OF PUBLIC WORKS. CIA 1, x. - - i r' J'1i ).J ter, A,f fir+_..-_.___.. .._.._ > , irrt r,1r 5rc 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF +: ^' `+ .:; "!,; I"�!�1. \}I�� j �f J f EACH WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS ;'�- 1 , ? //� c a ER FH �..� \ FORTY (40) PERCENT. ( ) 1 5c� r. 4-,! . ' 35F 27.50F5 vl L; l Fl tit 1% Y S 3 ==' t� _ r t 1' 1 y f _- 3 70r- % ' 1 1 �) 7 t (moi I�ir o �t (i, ± r> I t _ F; _ T :'� 4n. , _ E ti F) 7. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS VACANT LOT �- 2v. ��iF�_ - t 0.90 SILT FENCES AND DESILTING BASINS, ETC. 1 r ; 1i :, rlY `vim. ,. , 1 5 • o 0 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE x(1F r r, ^, -' r Lam' -6 / 1$ .� z JCK AT OF SLOPE A7 THE CONCLUSION OF EACH WORKING DAY. INSTALL RA L 2X 5r _`" - 9. THE DEVELOPER SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO ''j '. `'! I, \ i �s----'-_ -.a I` ! !, t, � � / _. t 1 \ .. ?�•- ''" -. ` { � ; 1 ,, _i ;) ;'I ri L'' !', .I � (`r') ✓' � � � >=> _% Y SEDfI CDN O� ;r PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES r -, I ',I r; J� t�, J �J 1 \� r 1' _1 I CNI . ---- _ A HAZARDOUS CONDITION. t�. ''l / 1 r - {�1 Sark; °°°o 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING rI r I j = 2 0 000 9, AREAS ARE COMPLETE PER ROUGH GRADING PLAN. '� ° 0-0 hit., r, t c� 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RiGHT TO MAKE CHANGES OR t "` " ©°o ^o MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. T"'' )?7F'S i - Jl q' Q> °°° ° 20.89 TC- _FAULT LONE °°o o ° F _ 103 00 OW ) 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER IN- t ICK DWY ICK FORMATION IS SUBJECT TO CHANGE s y J L i r)' mot Vii' 6 GRAS , �= 0 ; ti ....7T /' -1-J FG \ r 1 JOFs L .3C)F' \ 1 . 0 2 (l r m o ti 4' In I_ l : ( .0 L ! V nr STALL ; ,.n ., i %1. inF ?r) �;F _ 1[ 5 .. F _ .. O, CJF / ,� t. !'DFS \ n IIIA t _ -E_ - - _ 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES 'f J�-' :� \ 1 13 F ic' �a �`a N ," Pr / r� \� , EP ANS. PRIOR TO PERMANENT PLANTING. 7Ti _ - i ,�GT ,l .`y ► /',=.� rc (_^, - = , ^ r -T,-,. /r ,,: -~ ' J 40T 60 c 22 Vic. �c _� \ o 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE �0 0 O '! o -- _ ,T,. ; 1 ..35 1 - 1� ? 9OF-c 2 . i! FS Wit". - 20 400 5 o 'a �' 20.27EG) ti I - __. ', .> / I 2 . avF��,yy 1 . oFs \ P ( MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). !r' i'f-r}�i_ • 1 - \ ° Q Q y - ZO J7FS I i !, o i-` - i O°°� O :' 1- 1 1 / 9`j` 1 9.95 C / "- " o ® 1 21. c c I �\ ) 4 \ 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING o ° r RI 'i�. ts0 S 19. EP� a Ex. REE r REM N \ �� ' / o _ _°' STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON UNLESS ADEQUATE in ..-)n t ! ;r ;r�/ ,;r;r ta _ -�„'C TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND iNSTALLED _., ( i 1 M'AT_H E,� .1 0 PROVIDE TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR 1,85' GrENNiNG 1. !.t I,'� i 4 I •o , / i /� �FOR DRAINAGE NATURAL WATER COURSE. FAULO T NF (N202216 W 11 120.00' �y j I �--- i \ \�°' 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM i 1 ; +4,=Fr i( 22.00 Tc ;-�- .70---=�--F'P - �'� ��'�' - - - RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM (22.3t;)TC ( ) (20.88 TC O /� nu GRAPHIC SCALE 1. -L DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA 20' 0 10' 20' 40' ', _ - 4_`- / �' I ! - - X61 % - _ ' ��„�U SHALL NO BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 25.21t7FG %� "JF`` --j ' '` ° 19.4 T \ (19.8o TC �/ s INSTALL EROSION CONTR L SANDBAGS ( i Y t'_i - --_j 2z.s9)rc(� r ( j 1 J(GRAVEL FILLED - 2 BAS HIGH) YNIC 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE _ J`I I 1 ', -'= , ;;. F i I j I / i \ C A�IING PARKING LOT THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. SCALE: 1" 20' ; ,', i. ` �`' == I I �: `, % TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING ! - - -- SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, T CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE BEST MANAGEMENT PLAN NOTES PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. _ i /- 1, �Q ,.:' - -_ ;i - The following BMPs as outlined in, but not limited to, the Best Management Practice Handbook, California 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION ' 1✓ l` r-' �� tD `-' 1� ! (i /-------- ------ I Starmwater Quality Task Force, Sacramento. California 1993. or the latest revised edition, may apply during CONTROL PRIOR TO OCTOBER 1 SLOPES 1 A t ti E 5 S 0 ES CONSTRUCTED AFTER OCTOBER SHALL (` - t r Lti ! 'f` construction (additional measures may be required if deemed appropriate by inspector f ; I,_. J � ` i �'1 ! �, -- �� �� BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES J " CAOOi - DEWATERING OPERATIONS IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. ! �� i ! ; LIGHT r r; j' STAND ' CA002 - PAVING OPERATIONS 1 _ - r; I, . CA003 - STRUCTURE CON5TRUCDON AND PAINTING _ '_ '� '�__ r" CA010 -MATERIAL DELIVERY AND STI]RAGE 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF r I - - ' CA012 - SPILL PREVENTION AND CONTROL COMPLETION PRIOR TO FINAL GRADE. SHALL BE PROTECTED BY VARIOUS MEASURES (25.3 FG) t / , CA020 - SOUD WASTE MANAGEMENT TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND -� �CA021 - HAZARDOUS WASTE MANAGEMENT -. , --__ __._--_-._ I ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: ,� u CA023 - CONCRETE WASTE MANAGEMENT 71� 1/. % CA030 - VEHICLE AND EQUIPMENT CLEANING TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH � � `•�' - =`}' I CA031 - VEHICLE AND EQUIPMENT FUELNG PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION I' • ,;. ----< -.- -- -- - ----- CA032 - VEHICLE AND EQUIPMENT MAINTENANCE (24. J5FG ^ _ L _ _ CONFINED PONDING AREAS TO DESILT RUNOFF; - CA040 - EMPLOYEE/SUBCOiNTRACTOR TRAINING OF FILL SLOPES BY SURFACE RUNOFF; , I TEMPORARY CHECK DAMS iN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION Esco1 - SCHEDULINGSUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT TO GRADE; "" - - - --- - ESCO2 - PRESERVATION OF EXISTING VEGETATION ESC10 - SEEDING AND PLANTING STATE WATER R.ESOLMCES AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE ESC11 - MULCHING EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE ESC20 - GEOTEXTiLES AND MATS . FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS, ry (24.s4 Esc21 - DUST CONTROLS WDID 9 330.322171 �^_ . t1 ? ZO 97 FC / r; ESC22 - TEMPORARY STREAM CROSSING Jj Lr ; `' u '� C ; r/ Lr' .4 F ESC23 - CON5TRUCTION ROAD STABILIZATION 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED ESC24 - STABILIZED CONSTRUCTION ENTRANCE PRIOR TO EXCEEDING TWELVE 12 FEET OF CUT MEASURED VERTICALLY. _ / �u (I ESC30 - EARTH DIKE TC % ESC31 - TEMPORARY DRAINS AND SWALES ESC32 - SLOPE DRAIN CONSTRUCTION NOTES Zo.�' ! I Esc4o - OUTLET PROTECTION 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE /° ( � IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT ( j{ ESC41 - CHECK DAMS 5 INSTALL EROSION CONTROL SANT? BAGS 2 BAG5 1ilGD-! i 20.93tfib r3�• ,SJ (1s_ss r ESC50 - SILT FENCE AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, y y cr;,.. = r3'.;,y,•T� y -�) `'\ �,,. (S8 ��¢"wj%;� 4 L ESC51 - STRAW BALE BARRIERS Q ►NSTALE: GRAVEL 3" iNiD�K AT DWY FQR TEMP. SEDIMENT CONTROL AND WHICH ARE SUBJECT OT RUNOFF DURING THE PERIOD OF THE RAINY SEASON. ESC52 - SAND BAG BARRIER THESE MEASURES MAY INCLUDE, BUT SHALL NO BE LIMITED TO: GRADED DiTCHES; ESC53 - BRUSH OR ROCK FILTER ESC54 - STORM DRAIN INLET PROTECTION BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE T_ y VEGETATION BEYOND LIMITS OF GRADING. ukp' STORMW'ATER POLLUTION PLAN NOTES 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE L �- -= - •"?/ ;� I (19.00 TC .. ! t. Eroded sediments and other pollutants must be retained on site and may not be transported Pram the site DEVELOPER FROM RESPONSIBILITY FOR THE CORRRECTiON OF ERROR AND OMISSION 1'1 .4' �- /;' L via sheet flow, swages, area drains, natural drainage courses, or wind. DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN iJ 2. Stockpiles of earth and other construction related materials must be protected from being transported from REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS `\ '� - �.ca / `i P•r .' ale ' . `_ F -f "�' /r �- \' r, , ckP P 9 sP the site by the forces of wind or water. FOR APPROVAL. gF5 i-''- I %,;( ` i �r4r (19.00 TC'J 3. Fuels. oils. solvents, and other toxic materials must be stored in accordance with their renting and aro not 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS h / to contaminate the sop and surface waters. All approved storage containers are to be protected from the l (�9 42F��jc \ ` �\:\ r4 1,'r:� �� / -= weather. Spills must be deemed up immediately and disposed of in a proper manner. Spills may not be SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED 515- A-, washed into the drainage system. BY THE CITY OF TEMECULA INSPECTOR. 1 '' 1 ! 4. Excess or waste concrots may not be washed Into the public way or any other drainage system. / ! rr8 �4,r ,`----- -- -�''�_- `' i !/\ , ''% Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. 24. JUTE NETTING SHALL BE INSTALL ON ALL SLOPE OVER 10' HiGH. ' 5. Trash and consiructton-related solld wastes must be deposited Into a covered receptacle to prevent `-„ r •4i n.. �`�.11'( contamination of rainwater and dispersal by wind. `` `-� ; .Y ` k • p • .i. i 6. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to Inhibit sediments from being deposited into the public way. ON 3fil ,\ -•_`�� ; Accidental depositions must be swept up immediately and may not be washed down by rain or other means. *1 LeI '--.` �� \ 7. Any slopes with disturbed sops or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water. fj 1(f� 28362 VINCENT MORAGA DRIVE (909) 506-4869 (909) 506-4979 FAX SUIT C Terneclila, CdifDxnia 92590 PERMIT NO.: LD03-- 1 33GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK SCALE SEAL Designed By Drawn By Checked By DRAWING NO. ma' I. H. CORREA H. CORREA RECOMMENDED BY: DATE: CITY O F TE M EC U LA DEPARTMENT OF PUBLIC WORKS Contractor o �a+ ACCEPTED BY: DATE: A HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF EROSION CONTROL PLAN Ins ector p 1"= No. 3s3as Exp. 6/30/" Date RONALD J. PARKS JEFFERSON AVENUE OFFICE BUILDING -G-4 4 * HECTOR . CORREA DEPUTY DIRECTOR OF PUBLIC WORKS " VERTICAL Dote Completed clvt�- 9��.�Fo� R.C.E. N0. 36306 Expires 6/30/04 19744 9/30/05 R.C.E. N0. Expires E,,r; PARCEL 2 OF PM 19353 N SHEET 4 OF . PA02--0334