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HomeMy WebLinkAboutBook 15 Page 726 Lot 1-2 Precise Grading ........................- ROAD C]TY OF TEMECULA CONSTRUCTION NOTES: QUANTITIES cell, BLOCK 21 LOTS 1 & 2 REMOVE EXISTING CONCRETE SIDEWALK 2,226 SF CONSTRUCT STAMPED CONCRETE SIDEWALK O.T.S.P. FIGURE IV-62 REMOVE EXISTING ROLLED CURB AND GUTTER 237 LF 1<\ PA1 5-0694 4th & FRONT STREET BUILDING INSTALL ROLLED CURB AND GUTTER PER CI i Y OLD TOWN STANDARD#18 -1? REMOVE AND REPLACE ADA RAMP PER C.O.T. STANDARD No. 1 EA PRECISE GRADING PLAN TIE 4" STEEL PIPE INTO BACK OF CATCH BASIN I EA S1 TE (g) INSTALL STREET TREE PER OLD TOWN STANDARD No. 6 EA 2x6 REDWOOD HEADER 60 LF RELOCATE FIRE HYDRANT AND BOLLARDS, WITHIN STREET FURNISHING ZONE 1 EA LA P 0 P E D B U I L D I IN G let, e INSTALL WATER LATERAL AND DOMESTIC WATER METER 1 EA A (D INSTALL SEWER LATERAL WITH CLEANOUT PER EMWD STANDARD 1 EA FF 1030.71 10, 1.16 70*- INSTALL NEW GAS SERVICE, UNDER SEPERATE PERMIT FROM THE GAS CO. 1 EA VICINITY MAP H1030) INSTALL NEW FIRE SERVICE LINE 1 EA 10, 101 N.T.S. ... ....... ....... -------- -------- ---- --..... ........ .....- --- -------- ---- .... ........ -------- ......... ........ -- -------- -------- ...... -------- ....... ------- -------- ----- -------- ....... -------- ------- ------ - -------- ........ --- ------- - -------- ...... - ------ ------ ........ ......- - ----- - ...... ........ ---- --- ----- ... ....... ---- ------ ........ ........ ....... ........ . ..... INSTALL FDC AND PIV 1 EA - ------- ------- ----- ---- THOMAS GUIDE INSTALL NDS DURA SLOPE OR EQUAL 47 LF - -------- ------ PAGE 958 H-7, 1999 EDITION INSTALL 4" STEEL PIPE PER INSPECTORS REQIREMENTS 12 LF -- -------- ....... ---- -------- ------- .... ....... ---- -------- -- ---- ------- ------- ........ .... 80 ...... ------ ------ - --- -----. ...... ------- -------- ------ ........ -------- ------- -------- -------- -------- -------- -------- ---- -------- ------- ------- -------- -71 -------- ---— --- (1020) EXISTING TRASH CANS TO BE RELOCATED AS DIRECTED BY INSPECTOR 2 EA LU EXISTING GANG MAIL BOX TO BE RELOCATED IN NEW LOBBY PER BUILDING PLANS 1 EA EXISTING TREES TO BE REMOVED 6 EA EXISTING�IRRIGATION CONTROL VALVE TO BE ADJUSTED TO GRADE OR RELOCATED 3 EA RROPOSE11 OPO-SED EXISTING.STREET LIGHT PROTECT IN PLACE 3 EA COVE�RED- z ROOM - - -FF 1004-11- --VERANDA (10101 EXISTING BIKE RACK TO BE RELOCATED PER INSPECTOR 1 EA FF 1005.6 FF 100 M. - ------ EXISTING STREET LIGHT AND SOUND BOXES TO BE ADJUSTED AS NEEDED 6 EA .... ........ ......... ........ ....... -- ---- ...... 'FG'-1 005.1- - ---FG 4-003288- ------ ------ --- ------- -------- ------ .... rCV�E 1 EA ...... .. ....... -------- ...... - -------- - -------- - ------- ------- ---FXI NTN 'r-PAVED ROAD -------- ---- --- RELOCATED CONTROL PANEL ---- ------. ........ --------- -- ------ ........ -------- .... .. ---- -------- ------- ET EXISTING CONTROL PANEL TO BE RELOCATED AS SHOWN HEREON 1 EA -------- ------- -------- ----- ..... ------ -------- ------- - -------- ----- ------ PROF�OSEU-CONCRF-T�i- SAWCUT AND REMOVE EXISTING CONCRETEIASPHALT 20 LF EXISTING GRADE .......... H1000) REMOVE AC BERM 20 LF I& Ar REMOVE AC PAVEMENT 188 SIF �R JINSTALL DCDA IN RCWD APPORVED VAULLT 1 EA X N Az=A SCALE: 1 10' (H&V) A. CONCRETE WASHOUT PER CASQA WM-8 1 EA 2. INSTALL FIBER ROLLS PER CASQA SC-5 AT PERIMETER 260 LF GENERAL NOTES: 3. TALL CONSTRUCTION RATTLE PLATES PER INSPECTORS REQUIREMENTS 1 EA 4 . 1 INSTALL CATCH BASIN INLET PROTECTION, GRAVEL BAGS AS SHOWN HEREON 4 EA 1. THE PROPERTY OWNER, ENGINEER AND CONTRACTOR SHALL ADHERE TO THE CITY OF TEMECULA'S STANDARD P POSED BUILDIIN'G NOTES AS SPECIFIED IN APPENDACIES D, El F AND G OF THE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION B Ro- 0 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION GRADING AND ENCRAOCHMENT" ORDINANCE NO. z 13-01. COPIES OF THE NOTES SHALL BE AVAILABLE ON SITE AT ALL TIMES DURING THE CONSTRUCTION OF THE PLANNING NOTE: FF 1030.71 (1030) PROJECT LJ No grubbing/clearing of the site shall occur prior to scheduling the pre grading meeting with Public Works. All project sites containing 2. THE DEVELOPER IS REQUIRED TO ENTER �INTOA CULTURAL RESOURCES TREATMENTAGREEMENT WITH THE suitable habitat for burrowing owls, whether owls were found or not, require a 30 day preconstruction survey that shall be conducted within PECHANGA TRIBE. THIS AGREEMENT WILLADDRESS THE TREATMENT AND DISPOSITION OF CULTURAL RESOURCES 30 days prior to ground disturbance to avoid direct take of burrowing owls. If the results of the survey indicate that no burrowing owls are present on site, then the project may move forward with grading, upon Planning Division approval. If burrowing owls are found to be AND HUMAN REMAINS THAT MAY BE IMPACTED AS A RESULT OF THE DEVELOPMENT OF THE PROJECT, AS WELL AS r) 10020) PROVISIONS FOR TRIBAL MONITORS present or nesting on site during the preconstruction survey.. then the following recommendations must be adhered to: Exclusion and n 9 It 11W It 1%.r FF 101RE71 relocation activities may not occur during the breeding season, which is defined as March 1 through August 31, with the following exception: �Z_ — A P—RPOPSED 3. A 30-DAY PRECONSTRUCTION SURVEY, IN ACCORDANCE WITH MSHCP GUIDELINES AND SURVEY PROTOCOL, SHALL From March 1 through March 15 and from August 1 through August 31 exclusion and relocation activities may take place if it is proven to -1 &04.7t the City an appropria regu a ory agencies i any a egg aying or c I rean i no a Ing p ace. is e rmina ion mus e ma e COVERED -FF BE CONDUCTED PRIOR TO GROUND DISTURBANCE. THE RESULTS OF THE 30-DAY PRECONSTRUCTION SURVEY SHALL VERANDA by a qualified biologist." C -FG100.8a- X— BE SUBMITTED TO THE PLANNING DIVISION PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH PUBLIC WORKS. EXISTING GRADE__, PRPOPSED RETAINING WALL (1010) 4. TRIBAL MONITORS FROM THE PEC.HANGA TRIBE SHALL BE ALLOWED TO MONITOR ALL GRADING, EXCAVATION AND OWNER: ........ ------I. ........ ........T........ ........ ---- ------ -------- ---- -------- GROUNDBREAKING ACTIVITIES, INCLUDING ALL ARCHAEOLOGICAL SURVEYS, TESTING, AND STUDIES, TO BE MAHLON TOBIAS FXISI NGPAVEDROAD -------- COMPENSATED BY THE DEVELOPER. T DWT OTT, LLC I Ott)TOWN-'FRCiNT'8TkEET 201 1.166 41185 GOLDEN CATE CIRCLE #109 —_(1000) 55. ALL SACRED SITES ARE TO BE AVOIDED AND PRESERVED. MURRRIETA, CA 92562 AF &..SECT10'a�' N BJ001% 6. IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION (INADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE FIND SHALL CEASE,AND A QUALIFIED ARCHAEOLOGIST AND REPRESENTATIVES OF THE SOILS ENGINEER: PECHANGA TRIBE SHALL BE RETAINED BY THE PROJECT SPONSOR TO INVESTIGATE THE FIND, AND MAKE SCALE: V�10' (H&V) RECOMMENDATIONS AS TO TREATMENTAND MITIGATION. EARTH-STRATA 42217 RIO NEDO RD, STE A-1 04 PROPOSED ROLLED CURB AND GUTTER PER PLAN 7. A QUALIFIED ARCHAEOLOGICAL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO STOP AND TEMECULA, CA 92590 AND SIDEWALK(STAMPED BOARDWAL REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PECHANGA TRIBE AND THEIR DESIGNATED MONITORS, TO 951461-4028 K' EVALUATE THE SIGNIFICANCE OF ANY ARCHA50LOGICAL RESOURCES DISCOVERED ON THE PROPERTY. C C ROLLED CURB PER OLD TOWN STD.#18 R W 60' R�W 8. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE,ARCHAEOLOGICAUCULTURAL RESOURCES, OR EMERGENCY CONTACT- (1020) CL 10, 30 30' ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR 10' PROPOSED CONTRACTOR: ....... ....... ---- -BUILDIUG-- ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF 1 -2724 10' 20' 20' 10N ARCHITECT, GLEN DAIGLE: 470 485 FFIW471 SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO UJ ...... FG-1003.88 2% Mi 2% IMMEDIATELY CEASE. THE DIRECTOR OF COMMUNITY DEVELOPMENT AT HIS/HER SOLE DISCRETION MAY REQUIRE THE 2% MIN 27. .... ...... MIN k PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO (1010) CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLYQUALIFIED SPECIALISTTO INSPECTTHE SITEAT NO COSTTO SOURCE OF TOPOGRAPHY THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ASSESSORS PARCEL NO. LIMITED FIELD SURVEY, AUGUST 2002 S=2% S=2% ROLLED ROLLED CURB & GUTTER ARCHAEOLOGICAL/ CULTURAL RESOURCE,THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL NOTIFY THE UPDATED WITH ADDITIONAL FIELD SURVEY, MARCH 2015 922-033-021 jr-F-4-1-t CURB GUTTER AC PAVEMEN 0.35'/1.15' CIL 11 BASE EXISTING -------- ------ EXISTIN-G AC PAVEMENT PROPERTY OWNER OF SUCH DETERMINATIONAND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON BY CIVIL CONSULTING E L -PROPOSED GONCRET DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAUCLI LTURAL RESOURCE, THE DIRECTOR OF COMMUNITY LEGAL DESCRIPTION CONCRETE TYPICAL STREET SECTIONN.T.S. ALLEY (1000) -- .. I DEVELOPMENT SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE LOTS 1 AND 2 AND THE NORTHEASTERLY X-SECTION C-C' OLD TOWN FRONT STREET AND 4th STREET PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING FLOOD PLAIN NOTE: 10' OF FRONT STREET IN BLOCK 21 ON THE SCALE: 1"=10' (H&V) DIRECTOR. FEMA FLOOD ZONE AE MAP OF THE TOWN OF TEMECULA IN THE CITY OF TEMECULA, RIVERSIDE COUNTY, 9. THE LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING ALL THE FLOOD PLAIN ELEVATION IS 7007.5, NAVD 88. THE FINISHED CALIFORNIA IN SECTION 12, T.8S., R.3W., ARCHAEOLOGICAL ARTIFACTS THAT AREFOUND ON THE PROJECT AREA, TO THE PECHANGA TRIBE FOR PROPER FLOOR SHOULD BE SET ONE FOOT ABOVE THIS ELEVATION TO BE OUT PROJECTED OF THE FLOOD PLAIN. INSTEAD OF THIS MEASURE, FEMA FLOOD TREATMENT AND DISPOSITION, PROOFING METHOD MLL BE IMPLEMENTED. PLANS PREPARED BY: CIVIL CONSULTING 10. NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH APPROX. EARTHWORK QUANTITIES 2621 GREEN RIVER RD #105-209 PUBLIC WORKS. ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE CUT 533±CY IMPORT 0 CY CORONA, CA 92882 NPDES NOTE NOTICE TO CONTRACTOR FOUND OR NOT, REQUIRE A 30-DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR FILL OCY EXPORT 533±CY 714 392-1219 UNDERGROUND SERVICE ALERT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IFTHE RESULTS OF THE SURVEY INDICATE NOTE: EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND DO NOT INCLUDE 888 448-2545 f TOTAL ACREAGE 0.19 ACRES PIPES OR SMUCTURES SHOWN ON 7HESE PLANS ARE SHRINKAGE OR SUBSIDENCE ALLOWANCES. THEY ARE ESSENTIALLY FOR wave@wwdb.org DISTRURBED ACREAGE = 0.19 ACRES OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PERMIT PURPOSED ONLY AND NOT INTENDED FOR BIDDING. ADDITIONALLY, LD 15-4550 CALL: TOLL FREE APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, PLANNING DIVISION APPROVAL. IFBURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON-SITE DURING THE THEY ARE SPACIAL VOLUME ESTIMATES AS INDICATED BY THIS PLAN. CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO CLEARING, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA PRECONSTRUCTION SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND BUILDING AND SAFETY 1 - 800 GRADING, OR EXCAVATION OF LAND WHICH DISTRURBS MORE THAN I WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTAITON IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMIN THE ' TITLE 24 ACRE SHALL BEFORE GRADING PERMIT SUBMIT A COPY OF NOTICE OF AS TO 1HE ACCURACY OR COMPLETENESS OR THE EXISTENCE RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH EXACT OUANPTIES FOR PURPOSED OF PAYMENT AND CONTRACT REVIEWED FOR COMPLIANCE I A 422- 4133 OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH DOCUMENTS. THE UNDERSIGNED ENGINEER ACCEPTS NO RESPONSIBILITY DISABLED ACCESS ND AC ILITY ON INTENT (NOI) AND THE NAME, ADDRESS, AND PHONE NUMBER OF THE STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE FOR DESCREPANCIES IN THE EARTHWORK QUANTI"FIES. PERSON RESPONSIBLE FOR IMPLEMENTING, INSPECTING AND REPORTING CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY ADDITIONALLY, THE ELEVATIONS OF THE PAD MAY CHANGE UP OR DOWN TO OF THE SITE STORM WATER POLLUTANT PREVETION PLAN WITH THE REGULATORY AGENCIES (IF ANY)THAT EGG LA APPROVED BY: MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR YING OR CHICK REARING IS NOT TAKING PLACE. THIS DETERMINATION BALANCE THE PROJECT. THERE MAY BE IMPORT BROUGHT ON THIS SITE TWO WORKING DAYS BEFORE YOU DIG STATE WATER RESOURCES CONTROL BOARD. SHOWN ON THIS PLAN. MUST BE MADE BY A QUALIFIED BIOLOGIST. FROM VARIOUS OTHERS, TO BE DETERMINED AT THE PME OF GRADING. NAME/ bATE DATE Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS CC'D ESS Designed B Drawn By Checked By BENCH MARK SEAL: y SCALE BV BV JO CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Conlrador USCGS BRASS DISK 0 THE S.E. CORNER OF THE JACQUELYN RECOMMENDED BY DATE:- BANK IN THE SIDE OF THE WALL BENCH MARK Horizontal O'BRYAN NO. 600-7-68 117=10) RCE 55601 Plans -Prepared Under Supervision Of A PA 15-0694 - 4th AND FRONT STREET BUILDING Inspector STAMMPED J-63-1927 Date 4-1-17 ELEV. = 1005.65 NGVD 29 ACCEPTED BY: DATE: BLOCK 21 - LOTS 1 AND 2 CONVERTED TO NAVD 88 BY VERTRCON Vertical EXPIRES JAC N PATRICK41HOMAS P.E. PRECISE GRADING PLAN ELEV. = 1007.95 NAVD 88 1/16 It - DIRECTOR OF PUBLIC WORKS/CITY ENGINEER INS, -19-8 - ASNOTED OF R.C.E. o. 601 Expires 12- 31 - 2018 R.C.E. 44223 TITLE SHEET Sheet 1 of 3 ........... ..................... ............... CONSTRUCTION NOTES : QUANTITIES REMOVE EXISTING CONCRETE SIDEWALK 2,226 SF END OF EXISTING ROLLED CONSTRUCT STAMPED CONCRETE SIDEWALK O.T.S.P. FIGURE IV-62 CURB AND SIDEWALK REMOVE EXISTING ROLLED CURB AND GUTTER 237 LF INSTALL ROLLED CURB AND GUTTER PER CITY OLD TOWN STANDARD #18 REMOVE AND REPLACE ADA RAMP PER C.O.T. STANDARD No. 1 EA TIE 4" STEEL PIPE INTO BACK OF CATCH BASIN 1 EA INSTALL STREET TREE PER OLD TOWN STANDARD No. 6 EA 2x6 REDWOOD HEADER 60 LF RELOCATE FIRE HYDRANTAND BOLLARDS, WITHIN STREET FURNISHING ZONE 1 EA INSTALL WATER LATERAL AND DOMESTIC WATER METER 1 EA (D INSTALL SEWER LATERAL WITH CLEANOUT PER EMWD STANDARD 1 EA INSTALL NEW GAS SERVICE, UNDER SEPERATE PERMIT FROM THE GAS CO. 1 EA INSTALL NEW FIRE SERVICE LINE 1 EA INSTALL FDC AND PIV 1 EA INSTALL NDS DURA SLOPE OR EQUAL 47 LF INSTALL 4" STEEL PIPE PER INSPECTORS REQIREMENTS 12 LF EXISTING TRASH CANS TO BE RELOCATED AS DIRECTED BY INSPECTOR 2 EA EXISTING GANG MAIL BOX TO BE RELOCATED IN NEW LOBBY PER BUILDING PLANS 1 EA END EXISTING TREES TO BE REMOVED 6 EA EDGE OF CONSTRUCTION EXISTING IRRIGATION CONTROL VALVE TO BE ADJUSTED TO GRADE OR RELOCATED 3 EA 'EXISTING PAVEMENT EXISTING STREET LIGHT PROTECT IN PLACE 3 EA EXISTING BUILDING TC 1006.59 FL 1006.09 EXISTING BIKE RACK TO BE RELOCATED PER INSPECTOR 1 EA 0 40\�� 0 0 Or I *Z- .. C EXISTING STREET LIGHT AND SOUND BOXES TO BE ADJUSTED AS NEEDED 6 EA N 45030'0 1 "W 140.00' 1 EA /",Fop 7T;,iP" 9 9 9 9 222,!P G RELOCATED CONTROL PANEL .71) (FS (FS 5.86) EXISTING CONTROL PANEL TO BE RELOCATED AS SHOWN HEREON 1 EA m m S=8.6% A >< X SAWCUT AND REMOVE EXISTING CONCRETE/ASPHALT 20 LF REMOVE AC BERM 20 LF -4 S=0.25 REMOVE AC PAVEMENT 188 SF Z -0 Z ---------- G) G)l A B INSTALL DCDA IN RCWD APPORVED VAULLT I EA SS SS 10, A 4 . . . END OF 0 . 1 (FS 5.47) EXISTING FF 1004071 St K DEWALK 01 100 .6 EXISTING OVER H�AD ELECTRIC LINE Z ;U, v 30.0' FG 1003 ,88 -4V 6 0 *2%- _0 TO BE RELOCATF�p _�u (TC 5.63) 68 0.Lj_, (FL 5.12) 10" SECTION > mi 0 m 6" CONC OVER 4" SAND :Z EXISTING 10' UTiLITY EASEMENT S=0.25 PER RES. No. 75-104 Z MI TW 6 6 INST#46491, DATED 4-23-75 . . . . . PRIM ON -S=2% G) P...) . TG 9 1 ANMU co 4 6a BVV4.0 Z EXISTING CATCH BASIN 4.75 L _____j 2! EXISTING r PROTECT IN PLACE C 4.47) ROWD w�. PROPOSED 72 x94" PANEL (FL 10Y Phk VAULT 0 FF 1004-71 m S (FS 5.02) M 00 co r---------1 717. F 10 4 1. FF 1004.71 00 ell >1 EXISTING POWER POLE U AND DOWN GUY WIRES m > it it PROTECT IN PLACE D A I�,Cr /.)ROPOS D VERAP 9V CL FS 1004.67 IRE HYDRANT EXISTING F 7-1 PROTECT IN PLACE\ 1-IS Vol A04.90 1 14 C i7 EXISTING CONCRETE IPRON'v Wit �7 101 -PROTECT IN PLAIRE /Z V EXI V STING GAS MAIN AV/ \fl I 'Hat - — - — -- . .......... (TO BE FIELD VERIFIED) T 7 EXISTING FORCE MAIN TC 4.47 T (FL:f_97) —(TO BE FIELD VERIFIED) 30' TC 4.37) A 13 -C BEGIN CONSTRUCTION P (FL 3.87) C E T EXISTING CATCH BASI 2b, Q R U R TYP PROTECT IN PLACE D EXISTING SEWER LINE (GPAVITY) TYP S (TO BE FIELD VERIFIED) EXIST[NG STORN DRAIN (TO BE FIELD VERIFIED) ct 'Ej- Cn CO Uj EXISTING WATER LINE (TO BE FIELD VERIFIED) 0 10 20 30 H I Im Em MENEM Emmmmommmmimmm SCALE: V= 10' UNDERGROUND SERVICE ALERT LD 15-4550 PLANS PREPARED BY: CALL: TOLL FREE BUILDING AND SAFETY CIVIL CONSULTING REVIEWED FOR COMPLIANCE WIT LE 24 1 - 800 2621 GREEN RIVER RD #105-209 CORONA, CA 92882 DISABLED ACCESS"D AC S1 I ONLY 422- 4133 DRAINAGE NOTE: 714 392-1219 ALL NEW SIDEWALK TO DRAIN AT 2% TOWARDS EXISTING ROLLED CURB. 888 448-2545 f A ALL ONSITE DRAINAGE FACILITIES SHALL BE PRIVATELY MAINTAINED. wave@wwdb.org APPROVED B NAMEV DATE' TWO WORKING DAYS BEFORE YOU DIG —mama WON ON RECORD DATE BY REVISIONS A= SEAL- �Sst,%4 Designed By Drawn By Checked By CONSTRUCTI BENCH MARK. SCALE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS USCGS BRASS DISK @ T14E S.E. CORNER OF THE BV .. ...... BV J0 RECOMMENDED BY:cro*_& DATE: !VjfjQb,7 JA UELYN 0 i.. Conlrodor- BANK IN THE SIDE OF THE WALL BENCH MARK Horizontal O'BRYAN Plan r. pared Under Supervision Of NO. 600-7-68 RICE 55601 PA 15-0694 - 4th AND FRONT STREET BUILDING Inspector STAMMPED J-63-1927 1 —10' Date 4-1-17 ACCEPTED BY: DATE: 4-jx)[17 BLOCK 21 LOTS 1 AND 2 ELEV. 1005-65 NGVD 29 0 P R C) C) 1k; F_ n RLili DING CONVERTED TO NAVD 88 BY VERTRCON Vertical EXPIRES JAC N f:iAl TMWAS P.E.1 PRECISE GRADING PLAN ELEV. = 1007-95 NAVD 83 V9 12/31/18 DIRECTOR OF PUBLIC WORKS/CIT'�ENGINEER Expires 12- 31 - 2018 Sheet 2 of 3 AS NOTED R.C.E. No. -5 60 OF R.C.E.44223 ........... ............. ............- ............... 4th & FRONT STREET BUILDING PRECISE GRADING PLAN LOTS I AND 2 IN BLOCK 21 ON THE MAP OF THE TOWN OF TEMECULA IN THE CITY OF TEMECULA, RIVERSIDE COUNTY, CALIFORNIA IN SECTION 12, T.8S., R.3W., PROJECTED A.P.N. 922-033-021 CONSTRUCTION NOTES CONCRETE WASHOUT PER CASQA WM-8 1 EA INSTALL FIBER ROLLS PER CASQASC-5AT PERIMETER 260 LF INSTALL CONSTRUCTION RATTLE PLATES PER INSPECTORS REQUIREMENTS 1 EA INSTALL CATCH BASIN INLET PROTECTION, GRAVEL BAGS AS SHOWN HEREON 4 EA EROSION & SEDIMENT LEGEND ALL EROSION & SEDIMENT CONTROL DE\ACES SHOULD BE INSTALLED PER CALIFORNIA STORMWATER BMP (BEST MANAGEMENT PRACTICES) HANDBOOK FOR CONSTRUCTION, (DATED JANUARY 2003) AS SHOWN AT WWW.CABMPHANDBOOKS.COM/CONSTRUCTION.ASP#SWPPP 3 FIBER ROLLS INSTALLED PER SC-5 -77�- 2 7,7 7 47 7 777-77 Z Z.11 Z�Z Z/Z /,Y�, 7-9",�7",F"7 IM, .1 Z 11Z le Z z z Z I,"& � .0, 7 ,00 --------------- V 2 2 0 1 13AG �IGH (,Typ.) 4 VARIES 10 MIL PLASTIC LINING A 2 BALS HIGH (TYP-) 1L WOOD FRAME SECURELY FASTENEDAROUND -AI STAKE ENTIRE PERIMETER WITH (TYP) TWO STAKES TWO-STACKED SECTION A-A' 2x12ROUGH NOT TO SCALE 10 MIL PLASTIC WOOD FRAME LINING NOTES: PLAN 1.ACTUAL LOCATION AND LAYOUT DETERMINED IN FIELD. NOT TO SCALE TYPE"ABOVE GRADS" 2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED Y.1 REFER TO BMP FOR OTHER TYPES WITHIN 5 FT.OF THE TEMPORARY CONCRETE WASHOUT %7 FACILITY. 14/ 4 CONCRETE WASHOUT AREA -4 4-4 WM-8(CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION) Z-44 1-- NOT TO SCALE . . . . . . . . . . . . L-.: - : : : : : ! ; 1 1 1 - * i—j H-1 lj 'F N V. m J -7/ /;" > TYPICAL FIBER ROLL INSTALLATION H71 N.T. 4LL.- 7 Fiber roll 2 S/Ope 8 min lartes A X cc 14,\ 4 n E M 0, m 3/4 x E It c1q 3/4 wood stakes max 411 spacing UNDERGROUND SERVICE ALERT LD 15-4550 CALL: TOLL FREE PLANS PREPARED BY: BUILDING AND SAFETY CIVIL CONSULTING 1 - 800 2621 GREEN RIVER RD #705-209 REVIEWED FOR COMPLIANCE WI TITLE 24 422- 4133 CORONA, CA 92882 DISABLED ACCESS AND AG I LITY ONLY 714 392-1219 888 448-2545 f APPROVED BY. wave@wwdb.org TWO WORKING DAYS BEFORE YOU DIG NA!6 17 IDAT Drawing No. Designed By Drawn By Checked By DATE REVISIONS SEAL- �Ssr CONSTRUCTION RECORD DATE BY ACCD BENCH MARK SCALE BV BV. J0 DATE: CITY OF TEMECULA DEPARTMENT OF PU13LIC WORKS USCGS BRASS DISK @ THE S.E. CORNER OF THE JACQUELYN RECOMMENDED BY* Conlraclor BANK IN THE SIDE OF THE WALL BENCH MARK Horizontal OTRYAN Plan pared Under Supervision Of NO. 600-7-65 79 RCE 55601 PA 15-0694 - 4th AND FRONT STREET BUILDING STAMMPED J-63-1927 1 =10, Inspector ELEV. = 1005.65 NGVD 29 Date 4-1-17 ACCEPTED BY: DATE: 4j 2.) 0 BLOCK 21 - LOTS 1 AND 2 S P.E. - CONVERTED TO NAVD 88 BY VERTRCON Vertical EXPIRES J A C G6t7L`( 6V71rA4 PATRIC E EROSION AND SEDIMENT CONTROL PLAN 12/31116 .... ELEV. 1007.95 NAVI) 85 Ie. -1989 - k�lm DIRECTOR OF PUBLIC WORKS/CITY ENGINEER AS NOTED R.C.E. N o. 5?601 Expires 12- 31 - 2018 Sheet 3 of 3 :)F C R.0%.E.44223 ................................................ ...........