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Is CITY OF TEME GENERAL NOTES (FQB WORK Wn'HW CITY-LUTS) 1. S__T_A_NDARDS. ALL WORK SHALL CONFORM TO THE REQUi,REMENTS OF THE CURRENT EDITON OF THE C;TY'S IMPROVEMENT STANDARD DRA�VINGS FOR PUBLIC WORKS CONSTRUCTION (AND SU2SEQUENT AMENDMENTS), THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. 2. EMERGENCY 7ELEPHQNE NUMBERS- (ANSWERING MACHINE IS NOT ACCEPTABLE'): BU77-PF�E-D, S7AGE ROAC, CEN77PL12NE 153 THE 3,0b,"NDARY BETWEEN 7�tE:_ C7;' OF TEMECULA AND THE CO,_011477( OF PIVERSIIDE a am wmm L low I VOMA 4 !062= PPI AKIn _Q1 r1r KA nPIAN 1UPr r)V1=KA1=b I P1 AN OF RPIEP (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 -HR PHONE NJMBER� C171Y OF TEMEfL,LA < C_j 6 -02 COMMUNITY FACILITIES DISTRICT NO. 03 P R, 0J. N Ci. < (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 -HR PHONE NUMBER) L D 14 - 0, 6 9 C, < < ��ATCH BASj 3. LI�ENSE/PlrRMIT REQUIFEMENT, PROP. a. PRIOR TO START OF ANY 101ORK, A BUSINESS LICENSE SHALL BE 013TAINED FROM THE CITY. '-w10-6.8 nc-s C F, Ic ss r_ DURING GU TTER b. A GRADING PERMIT SHALL BE CB7A�NED, PRIOR' TC- ANY WORK ON PRIVATE DEVELOPMENT. -HE PERMIT AND AN APPROVED SET OF �M'P'ROVEMENT F` ANS MUST BE PRESENT AT THE JOBSiT CONSTRUCTION. RISER Q,o-- 17. 6 77S woo* 4. APPROVAL OF THESE PLANS BY THE CiTY DOES NOT RELIEVE THE APPLICANT PROP. Q100--31 .7 CFS AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS STREET DISCOVERED DURING CONSTRUCTION, �GH 7 5. VVORKING HQLJRS. CI TY ORDINANCE NO. 94-25 STATES THAT No PERSON SHALL ENGAGE IN OR 0aft mmft CONDUCT CONSTRUCTION ACTVITY, WHEN THE CONSTRUCTION S�TE IS WITHIN ONE-QUARTER OF A MILE , Clio RAIV OF AN (DCCUP�EL, RESiDENCE, EE71VEEN THE HOURS OF 8:30 PM AND 6:30 AM, VONDAY THRO�UGH CALip 'LY ENGAGE IN OR CONDUCT CONSTRUC'TION ACTIVITY BETWEEN THE H&URS OF 0 ROAD FRIDAY AND SHALL OIN 7:,00 AM AND 6:30 AM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY 'OGNiZE1) HOLIDAYS. AND NATIONALLY RE� .7 -71, �7 6. R JLA=, I�Y A_aEj,�r�Y Q��LERAN�-_5. THE ISSUANCE: OF A PERMIT BY THE CITY DOES NOT IMPLY OR A? PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF S7 TE OR FEDERAL ENDAN"'GERED SPEC!ES ACTS OR W4,TER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM woo'\ THESE AGENCIES SHALL BE OBTAINED P`R,�OR TO ANY SITE DISTURBANCE OR ----------- * - - - - - - - - - - - - - - -- GRADING T "',.0 A TC H B AS! N PROP. CONSMJ!Z� 7 I ��Nr ANY CONSTRUCTION CHANGE T S A TU R E' 7. MUST BE FIRST SUBMITTED 0 THE C1 Y A OU TLET LFU Qlo=1.5 CFS R N E REVISION FOR REV�EW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD, Q==2.3 CFS STREET Li REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. 11 77�1 vt GH7 R/ % CATCH Be -_3 a. PR__ UC -ION 2M-1ZLING PRE-CONS7 L1070N MEETING SHAI' BE SfHEDULED TNC W( --,RK DAYS ,_ A R 'FS -QUIRED C PRIOR TO THE 'START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPON&VE Q,oz-- 0. 9 C Rt - Q100=1.4 CFS INDEX MAP GRADING PE CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB S17E AT ALL TMES, SCALE 1"=100' EX. BOX CU'VERT PER 9. LULI.Lif_�L APPROVAL OF THESE PLANS BY THE C17Y DOES NOT CONSTITUTE A REPRESENTATION As TO -- THE ACCURACY OR COMPLETENESS OF THE L.CCATONi, NOR 7LIE EXISTENCE OR NON-EXISTENCE OF ANY t OF RIVERSIDE I .. COUN . TV `7 -405 UNDERGROUND UTILITIES `,NITHIN THE PROJECT 11m S PRO,' # IT . ANY UTILTY DAMAGED DURING THE PERFORMANCE -0 OF THE WORK SHALL BE REPAIRED OR REPLACED '10 THE SATISFACTION CF THE GOVERNING AGENCY BY ROME THE CONTRACTOR., AT HIS EXPENSE. P RO, P. PLANS HAVE BEEN REVIEWED AND ST 'T LIGHT 10. a� LP V tREE. i _FY 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD APPROVED BY THE Fr,'IVERSIDE COUNTY � 'A TERUNE MONUIMENTS, AS RZ,Z)U�RED BY RIVERSIDE: OO,`,JNTY ORDiNANCE NO. REGIONAL PARK AND CIPEN-SPACE AND TO INS�.-LL STREET CEN' 491. CENT RLNE TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMP'ETION OF THE PROJECT ID�STRICT AND NO TRAIL IS BEING AND BEFORE ACCEPTANCE IS GRANTED. ALL EXiS71NOI MONJMENTA70N (DISTURBED OR DESTROYED REQUIRED AT 'H'S T I E iA C C'D BENCHMARK R7_Vi&CNS SCALE C17Y E;128111� CAP AN REVISE OGO, APPROVAL BLOCK. k, 7 -1 'E A. A N. W. "ORNE7, OF T IH E N 7 HORIZON74; ,;ONTRA17',�R AND ADC ADDITIONAL SHEE7S '1191'140� RAN;_--1�0 CAL!_FORNIA RD �L , N J CALLE :�ON,'�TENTC, 28' N. OF OF P.P., INSPECT 9 N/A 1:� F WO 0 D FENCE ON COR R ru, N a. C39639 C K I A 2 1/21" 3RASS DiSK SET �N� j CC N �k E 7 `y;'NDE:,FR- ERTICAL DATE CCMPLE7-D R. C. 7-25-31 ELz_V.=',�7'0-I5.j7, 7 7, NAVD-, 29. N/A pr- INED By CRA'AN BY JOINT COWNTY FACLMES AGREENENTS CONTRACT NO. 04-12-OC9 (STREET IMPROvEMENTS) CONTRACT NO. 04-12-010 (FLOOD CONTROL !MP�CVEMENTS') EARTHWOW 1,816 CY I I 10 1 AL 9LL DURING CONSTRUCTIOW, SHALL EE: REPLACED TO CI_7Y STA.NDARDS IN ACCORDANCE W7H THE LAND ROADWAY EXCAVATION 1,451 Y! � 'I C ROADWAY FILL 402 SURVEYORS ACT AN H STREETS AND HIGH -NAY CODE:,. AND AS APPROVED SY Ti-�E CiTY ENGINEER. D 7 E SOMCE OF TOPOGRAPHY CY UNCLASSIFIED FILL 5,487 C_Y I UFION REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. COUNTY OF RIVERSIDE GENERAL NOTES (CM -M aftft C70Ry I PUBLIC USE; AND To BE RESPONSIBLE FOR SATISFA � COMPLIANCE FOR ALL CURRENT , 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL ftft -R/V,f �NST #93692 PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 11. DUST jQNTR- T SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY _Q1, D US ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. Ift-4 DATED: 101/24/67 CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALj7Y MANAGEMENT DISTRICT'S PARC17L MAP 22514 1 ;�� I i' --- DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS "ft" wAft THE CONTRACTOR/CEVELOPER SHALL BE RESPONSiELE FOR THE CLEARiNG OF THE WORK AREA, AND (SCAQMD� RULF 403. RECORDED IN BOOK P R 0 RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCUUDES UNDERGROUNDING OF EXISTING 14.5, PAGE 80-85 STREEET LIGHT 0'--- 2 12. LQN, 3LT � �,,'77 1 Q �f E t4 G� A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL �NDUSTR�AL AND E_ _LN -3 D ATED: 10/1, /'�87 ',I LE PERMITTEE MUST INFORM THE COUNTY OF CONSTRUCT ON SCHEDULE AT I AST 48 HOURS PR'CR To 0 2 COMMERCIAL PROJEC Lf IS UNTI' L ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FEY T, E CITY G PARCEL MAP RECORDED IN 3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND ? , ANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE ENGINEER FOR PUBLIC SAFETY. THE MAINTEN BOOK 1, PAGE 30 -33 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A T--711, CONTRACTOR. DATED: 7/26/68 3. THE DEVELOPER WILL iNSTALL ST EET NAME S'GNS CONFORMING TO COUNTY STANDARD NO. 1220, IR 7 t 13. 'WITHOUT PROPER iNSPEC70N FROM THE CITY SEI JE C T ALL WORK PERFORMED MAY BE SU C! TY 0 F TEA/ AS DiRECTED BY THE TRANSPORTATION DEPARTMENT. 'INST #93692 -Wftw-mmw- TO REJECTON. _-,'�LjNTY OF RIVERS"DE r DATED: 10/24/67 a 4. 17. APPROVAL OF THESE PLANS BY THE COUNTY OR ITS AGENTS DOES NOT RELIEVE SI TE COMPANIES PR!CR TO' OR EXCAVATON TO DETERMINE THE EXACT 14. OTHER CONSTRUCTION NCTES. REFER TO SEPARATE NOTES FOR "GRADING", "EROSION AND SEDIMENT NGINEER FROM THE RESPONSIBILITY FOR I H E THE APPLICANT AND HIS E' LOCATIONS OF ALL LINES AFFECTING THIS WORK, 'WHETHER OR NOT SHOWN SHE.FeT CONTIRIDL","PAVING" AND "TRAFFIC" REQUIREMENTS, IF' APPL!CABLE. MAN �wm 6. DRA!NAG'�. MISSION ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE Pp,�OR TO RAVINo' THE STREET, 4 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 70 01. UABLE FOR, UNAUTHORIZED CHANCES OR USES OF THESE PLANS. ALL GRADING NOTES a. AS APPLICABLE PROVIDE CONCRETE BROA1 D!7 -HES TO CONVEY 100 -YEAR STORM FLOW'S OR PROVIDE < CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 6. CURB DEPRESSiONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING GRADED BERM�' A L ON G THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THE PREPARER OF THESE PLANS. ENG(NEER SHALL HAVE A MINIMUM OF TWO TO RIVERSIDE COUNTY STANDARD NO. 206, 207, OR 207A, AS DIRECTED IN THE FIELD. 1. a!L�L�, � ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (Le., STOCKPIUNG, LAND CLEARING, 1� L, R T E TOP OF THAT ARE ADJACENT TO GRADE' AREAS, TO DIRECT SURFACE RUNOFF AWAY F OM 1H EROSION & SEDIMENT CONTROL, etc.) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. IT SHALL BE THE RESPONSiBlUTY OF THE CONTRACTOR OR DIEVEELOPER TO INSTALL AND MAINTAIN cl� C71Y OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE ALL CONSTRUCTION, REGULATORY, GUIDE, AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND iTS 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPCRT DISCREPANCIES IN STANDARDS, THE LATEST EDITION OF THE CALFORNIA BUILDING CODE (APPENDIX j\ AND, IF APPLDCABLE, b. EXISTING DRA�NAGE COURSES SHALL CONTiNUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR C_ THE STATE WATER RESOURCES CONTROL BOARD (S'ARCB� NATIONAL POLLUTION DISCHARGE ELIM�NATION PLAINS OR NATURAL WATER COURSES SHALL ILRE PERMITTED. < = SYSTEM 'NPDES' GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES, S. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN BY THE COUNTY A 2 PERMIT 'ADING REOIAREMENTS. A GR PERMIT SHAL; BE OBTAIKED PRIOR TO COMMENCEMENT CF ANY WORK -E Sr -E INSTALLED. c, TEMPORARY DRAINAGE SHALL BE PROVIDED UNTL PERMANENT DRAiNAC IPUCTURES AR S. ANY ESTIMATED QUANTITIES SHOWN ARE ONLY FOR THE PURPOSE OF < ON THE S I T E. _ 7 TI PRCTECTVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPER. ES < MAPS, "MAY" FOR PERMIT CASES) FROM SILT DEPCS'710N AND PONDING WATER DUR�NG CONSTRUCT! ON/GRADING OPERATIO'KIS. < 3. N,-,T1FIaA PUBLIC WORKS SHALL BE NOTFIEC, V`IA THE PUBLIC WORKS tNSPEcTION LINE AT (951) 9. ASPHALTIC EMULSION (FOG SEAL� SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FCLLONING NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE 308-6 '395 AT LEAST 24 HOURS IN ADVANCE OF BEG;NNING ANY CONSTRUCTION/GRADING OPERATIONS. -D PROTECTIVE MEASLIRES AND TEMP'ORARY DRAINAGE PROVISIONS MUST BE LISED TO PROTE T d. Ap;�'ROVE C CONTRACTOR SHAI ' L PERFORM HIS OWN QUANTITY TAKEOFF BEFORE :< RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL ADJOINING PROPERTIES DURING THE GRADINI'_� PROJECT. SUBMIT7, NG A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY CONFORM TO SECTION 37, 39, AND 94 OFF, THE STATE STANDARD SPECIFICATIONS. THESE PLANS. ffE 'VE��t' JN� PLAN. �TbRSJ16J�IjW& %�A �! j �%:S BLJ�� LIHPETAR� PROJECT SHEET NDEX 4. a2J)_�_ ALI CONSTRUCTION/GRADING ACTIV17ES SHALL. BE DONE IN CONFORMANCE 'W�TH RECOMMENDATIONS 19YAWO MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT SHMI NO. DESCW EXISTING PAVEMENT, !NICLUD'NG BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE CF THE PRE! IMINARY SOILS INVESTIGATION BY DATED DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR 141A.LLS SHALL BE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 1A 2A SAID REPOR7 SHALL BE ("ONSIDERED A PART OF THIS GRADING PLAN. PLACED '04THIN THE LIMITS OF EASEMENTS. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY 7REES MAY BE INSTALLED WITHiN 3 4A STREET iMPROVEME 0 PLANS - BUTTERFIELD STAGE ROAD STREET IMPROVEMENT PLANS - RANCHO CALIFORNIA ROAD ,H PARKWAYS ON LOCAL RESIDENTIAL STREETS ',AijT OL17 SSEPARATE LANDSCAPE PLANS. ALL'OTH.ER 5A STREET IMPROVEMENT PLANS - ARMADA PLACE 5. CUT4FILL f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT STORM DRAIN LAYCUT AND PROFILES REQUIRE SEPARATE LANDSCAPE P' 'ANS. ALL LANDSCAPiNG `NCROACHMENTS SHALL CONFORM TO 7 CROSS SECTIONS - BUTTERFIELD STAGE ROAD - 140+00.CD TO 144+65.68 I 3A a. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1, UNLESS OTHERWISE APPROVED BY THE C17Y ENGINEER; Lj E� �A f, Q_ AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE S01S REPORT. FILL SI ORES N -T L L HAVE LESS 7, EP QU �RN =R - ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO -_ -El Y QQ -1 12A '-ROSS SECTIONS - RANCHO CALIFORNIA ROAD - 204+00.00 TO 208+29.44 - < THAN 90% RELATIVE COMPACTION OUT TO' THE FINISH SURFACE. COMMENCEMENT OF ANY CONSTRUCINGN/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER. ERCSlr-N A ND SEDIMENT CONTROL PLAN IMPLIED OR INTENDED BY THE RIVERSIDE COU NTY TRANSPORTATION DEPARTMENT. 13 ALTERNAIE SiD 17EJ�_S7REET IMPROVEMENT PLAN -RAR�C_H�0_-A LfF6R7NIA R AD I 14-15 b. FILL MATERIAL SHA! L NOT BE PLACED ON EXISTING GROUND UNIT'- THE GROUND HAS BEEN CLEARED OF 8- E2J213 TQ_Q.0LLjLL, kLIL INSPECTIONS SHALL BE REQUESTED VIA THE ELL- A. CONSTRUCTiON PROJECTS MUST OBTAIN A NATIONAL POLLUTANT 7DISCHARGE: ELIMINA77ON 1%. VIEEDS. DEBRiS, T_ VEGETATION AND OTHER DE E-ERIOUS MATERIAL. IF THE SLOPE RATION OPSO�L, PUBLIC NORKS INSPECTION LINE AT (951)309-6395. SUBMIT -11E FOLLOWiNG: of 1 N_ I = < EXCEEDS AND �S GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BEN�l CHED INTC > POLLUTION PREVENTION PLAN (SvVPPP) AND MONITO'R�NG PLAN FOR THE SITE LA EITHER BEDROCK OR NATIVE SO!! , AS DIRECTED BY THE GECTECHNICAL ENGINEER. 7.NO SETS OF PAD ELEVATION CERTIFICATION (i.e., FINAL GRADE' TO INCLUDE A STATEMENT THAT THE 11 B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A --CRY CF THE MS4285 i.P. 140037 L.D14-2750 NOI WITH CHECKED BY I! RAE) E'EVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, Crawling No. STABILITY CALCULATIONS WITH A FACTOR- OF -SATE -7y OF AT LEAST ONE AND FIVE TENTHS (1.5� SHALL GRADE,"ELEVAT AND' LOCATION OF CUT/F�LL SLOPES. BE SUBMITTED TO PUBLIC '�/VCDRKS PY A REGISTERED ClViL ENGINEER, SCILS ENGINEER OR GEOLOGiST FOR CUT AND FILL SLOP L Es OVER 30 FEET IN VERTICk HEIGHT. b, T'A",-,l !�ETSI OF PAD COMPACTION CERTIFICATION (i.e., FINAL GEOTECHN�CAL SOF S REPORT) TO INCLU'DE A STpjEVENT THAT THE GRADING COMIPI i --S �N!TH RECOMMENDATIONS OF THE PREL�MINARY SOILS REPORT. d. ALL GRADiNIG SHALL BE DONE UNDER 7HE SUPERVISION OF A REGISTERED 01VIL ENGINEER, SOILS ENGINEER CF, GEOLOGIST, WHO SHALL SLBM17 SETS CF WRITTEN CER7FI'CA7ON THAT ALL FILLS 9. FINAL LSFE�.7710N PRIOR T.�j Y. REFER TO THE CiTY'S ENGINEERING AND CONSTRUCTION MANUAL. OVER ONE FOOT 1N DEPTH HAVE BEEN PFOPERi Y PLACED. zi L � CL 1 A -L -TIE POST GRADING ACTIMT.ES SHALL INCLUDE, BUT NOT BE LIMITED TO, s PRE�ARED 3Y: Underground Service Alert IN��TALL;4,-, WHERE APPLI'CABLE; GROUNDCC�VER, TREES, SHRUBS OR A CDMBINA7ON THEREOF IN I ^7 W17 ;E ACCOR7'ANI THE ' MECULA MUNI'_`�PAL CODE PRIOR TO FINAL INSPECTiLDN. SLOPES OVER FOUR o, 11: TO"IL (P*R7"7 zi, E a nt- e FEET ;N '4EFTICAL HEIGHT SHAIL HAVE PERMANENT !RRi"GA70N SYSTEMS WITH EACKFLOW PREVENTION DEVi'CES PER THE U,.P.C, 00' 7 2 6 0 0" -22 33 =HNCLOGY DR� 41 (949�: Km000 TEL NOTES FOR *PAVINI", "GENERAL" AND "ER SI N AND KIEL REFER TO SE�ARATt 00 :R',�!NE. CA 92C'E (2-4 q � 2- 2 3 -6121 =AX _24 SEDIMENT -IONTROL" RE,�JIREMENTS. E iA C C'D BENCHMARK R7_Vi&CNS SCALE C17Y E;128111� CAP AN REVISE OGO, APPROVAL BLOCK. k, 7 -1 'E A. A N. W. "ORNE7, OF T IH E N 7 HORIZON74; ,;ONTRA17',�R AND ADC ADDITIONAL SHEE7S '1191'140� RAN;_--1�0 CAL!_FORNIA RD �L , N J CALLE :�ON,'�TENTC, 28' N. OF OF P.P., INSPECT 9 N/A 1:� F WO 0 D FENCE ON COR R ru, N a. C39639 C K I A 2 1/21" 3RASS DiSK SET �N� j CC N �k E 7 `y;'NDE:,FR- ERTICAL DATE CCMPLE7-D R. C. 7-25-31 ELz_V.=',�7'0-I5.j7, 7 7, NAVD-, 29. N/A pr- INED By CRA'AN BY JOINT COWNTY FACLMES AGREENENTS CONTRACT NO. 04-12-OC9 (STREET IMPROvEMENTS) CONTRACT NO. 04-12-010 (FLOOD CONTROL !MP�CVEMENTS') 15 T= 7S, R=2V',', S=33 SBM 0,CIMTY MAP NOT TO SCALE MUR A CITY OF TEMECULA RANCHO ROAD DN� LOOP Lj 0 L,_ (Y - Of w Uj M 1-11 1 �, "--, rl3qwl CO 11TNTy OF PRCJECT LOCATION EARTHWOW 1,816 CY I I 10 1 AL 9LL O'cov uT I ROADWAY EXCAVATION 1,451 Y! � 'I C ROADWAY FILL 402 CY UNCLASSIFIED EXCAVATION 1365 CY UNCLASSIFIED FILL 5,487 C_Y I 943-090-028 COUNTY OF RIVERSIDE GENERAL NOTES (CM -M aftft C70Ry I PUBLIC USE; AND To BE RESPONSIBLE FOR SATISFA � COMPLIANCE FOR ALL CURRENT , 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL ftft -R/V,f �NST #93692 PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 15 T= 7S, R=2V',', S=33 SBM 0,CIMTY MAP NOT TO SCALE MUR A CITY OF TEMECULA RANCHO ROAD DN� LOOP Lj 0 L,_ (Y - Of w Uj M 1-11 1 �, "--, rl3qwl CO 11TNTy OF PRCJECT LOCATION A NDTORIZED LETTER OF TOTAL CUT 1,816 CY I I 10 1 AL 9LL O'cov uT I NOTE: SEE SHEET 2 FOR CONSTRUCTION NOTES ARN TOTAL IMPORT 4.073 CY AND TYPICAL SECTIONS 2016-0261503 (5/27/15) 1 20116-0261504 (5/27/15) 943-090-028 COUNTY OF RIVERSIDE GENERAL NOTES (CM -M aftft C70Ry I PUBLIC USE; AND To BE RESPONSIBLE FOR SATISFA � COMPLIANCE FOR ALL CURRENT , 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL ftft -R/V,f �NST #93692 PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND S TRIPING PLAN WITH�N ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. Ift-4 DATED: 101/24/67 THE PROJECT AF EAS OR ON ROADWAYS ADJACENT TO THE PROJECT DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS "ft" wAft THE CONTRACTOR/CEVELOPER SHALL BE RESPONSiELE FOR THE CLEARiNG OF THE WORK AREA, AND T ON OR BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTA I I FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION INITH THE RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCUUDES UNDERGROUNDING OF EXISTING HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE 0'--- 2 FRCM THE SCLE NEGLIGENCE OF THE OWNER OR ENGINEER. JURISDICTION OF THE DEVELOPER. LE PERMITTEE MUST INFORM THE COUNTY OF CONSTRUCT ON SCHEDULE AT I AST 48 HOURS PR'CR To 0 2 6. EXISTING STORM DRAIN PIPES/CULVFRTS (WHETHER TO BE CONNECTED TO, 3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND PHONE: (951)'955-6790 FOR PERMIT CASES CABAZON AND AREA WEST 'STED, DRAINED TO, OR JUST IN THE PROJECT VICINITYN MUST EXTENDED, ADJU UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A T--711, BE REPAIRED AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE 3. THE DEVELOPER WILL iNSTALL ST EET NAME S'GNS CONFORMING TO COUNTY STANDARD NO. 1220, IR LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR AS DiRECTED BY THE TRANSPORTATION DEPARTMENT. 'INST #93692 -Wftw-mmw- IRRIGATION LINES %�IHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR r DATED: 10/24/67 a 4. 17. APPROVAL OF THESE PLANS BY THE COUNTY OR ITS AGENTS DOES NOT RELIEVE SI TE COMPANIES PR!CR TO' OR EXCAVATON TO DETERMINE THE EXACT DEPARTMENT IMPROVEMENT STANDARDS AND SPECiFICATIONS, LATEST EDiTON, COUNTY CRD�NANCE NGINEER FROM THE RESPONSIBILITY FOR I H E THE APPLICANT AND HIS E' LOCATIONS OF ALL LINES AFFECTING THIS WORK, 'WHETHER OR NOT SHOWN SHE.FeT CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. MISSION ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE Pp,�OR TO RAVINo' THE STREET, 4 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY A NDTORIZED LETTER OF PERMISSION ACCEP-PING SLOPE CONSTRUCTION, EASEMENT, MAINTENANCE, AND/OR DRAINAGE FOR THE FOLLOWN G PARCELS IS IN FILE OF THE RIVERSIDE COUNTY TRANSPORTATION DE�ARR4ENT. ARN DATE OF LETTER 2016-02515D2 (5/27/16) 951-020-006 2016-0261503 (5/27/15) 1 20116-0261504 (5/27/15) 943-090-028 CITY OWNED I SUBMITTED TO THE COUNTY ENGINEER FOR REVIEW AND APPROVAL. NOTE: PFUVATE ENCANEER'S NOTE TO CON"MACTOR NOT FOR CONSTRUCTION 1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WCRK SHOWN ON OR UNLESS THE OFFS�TE RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERA71ONS SO THAT ALL GRADING PERMISSION PAS EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS BEEN OBTAINED. PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSI-RW RELATIONS CONSTRUCTION SAFETY ORDER. THE CIVIL ENGINEER COMTY OF RIVERSIDE GENERAL NOTES (FOR WORK WrTM COUNTY LUTS SHALL NOT BE RESPONSIBLE IN ANY 'WAY FOR THE CONTRACTORS AND 1. IT SHALL BE THE RESPONSIBIL17Y OF THE DEVELOPER/01NNER OR CONTRACTOR TO APPLY TO THE SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. RIVERSIDE COUNTY TRANSP3RTA70N DEPARTMENT, PERMIT SEC -70N, FOR AN ENCROACHMENT PERMIT 2. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 7- FOR ALL WORK PERFORMED INITHiN THE PUBUC RIGH, OF -WAY, DEDICATED AND ACCEPTED FOR RESPIDNSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF C70Ry I PUBLIC USE; AND To BE RESPONSIBLE FOR SATISFA � COMPLIANCE FOR ALL CURRENT , CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ENVIRONMENTAL RE GULATONS DURING THE LiFE OF CONSTRUCTION ACTFATIES FOR THIS PROJECT. PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. BP' LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS 2. THE CONTRACTOR/CEVELOPER SHALL BE RESPONSiELE FOR THE CLEARiNG OF THE WORK AREA, AND FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION INITH THE RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCUUDES UNDERGROUNDING OF EXISTING PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING OVERHEAD LINES ALONG THE PROjECT FRONTAGE AS . !R ED By THE CC�NDITIONS OF APPROVAL RE: FRCM THE SCLE NEGLIGENCE OF THE OWNER OR ENGINEER. LE PERMITTEE MUST INFORM THE COUNTY OF CONSTRUCT ON SCHEDULE AT I AST 48 HOURS PR'CR To BEGINNING OF CONSTRUC70N. 3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND PHONE: (951)'955-6790 FOR PERMIT CASES CABAZON AND AREA WEST UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECCRDS. THE CIVIL ENGINEER ASSUMES NO 3. THE DEVELOPER WILL iNSTALL ST EET NAME S'GNS CONFORMING TO COUNTY STANDARD NO. 1220, IR LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR 1221, 1222. IRRIGATION LINES %�IHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION -WORK 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUN'7y TRANSPORTATION COMPANIES PR!CR TO' OR EXCAVATON TO DETERMINE THE EXACT DEPARTMENT IMPROVEMENT STANDARDS AND SPECiFICATIONS, LATEST EDiTON, COUNTY CRD�NANCE LOCATIONS OF ALL LINES AFFECTING THIS WORK, 'WHETHER OR NOT SHOWN NO. 461 AND SUBSEQUENT AMMENCMENTS. HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE Pp,�OR TO RAVINo' THE STREET, 4. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, ',NATER, ELECTRIC, GAS, STORM DRAINS. UABLE FOR, UNAUTHORIZED CHANCES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 6. CURB DEPRESSiONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING THE PREPARER OF THESE PLANS. ENG(NEER SHALL HAVE A MINIMUM OF TWO TO RIVERSIDE COUNTY STANDARD NO. 206, 207, OR 207A, AS DIRECTED IN THE FIELD. WORKING DAYS TO REVIEW ALL REQUESTS FOR CHANGES AND ADDITIONAL INFORMATION REQUESTED REGARDING THESE PLANS. 7. IT SHALL BE THE RESPONSiBlUTY OF THE CONTRACTOR OR DIEVEELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE, AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND iTS 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPCRT DISCREPANCIES IN SURROUND[NGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. RESOLUMON PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. S. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD S. ANY ESTIMATED QUANTITIES SHOWN ARE ONLY FOR THE PURPOSE OF NO. 401 IF EXPANSIVE SOILS ARE ENCOUN"IEFED. "SHALL" FOP, TRACT MAPS AND PARCEL OBTAINING THE NECESSARY PERMITS. ANY ZAR7HWORK QUANT171ES SHOWN ARE MAPS, "MAY" FOR PERMIT CASES) APPRCXIMATE ONLY FOR PERMIT PURPOSES AND DID NOT INCLUDE SHRINKAGE OR OVER EXCAVAPCN FOR FOOTINGS, ETC. STANTEC CONSULTING LTD. DOES 9. ASPHALTIC EMULSION (FOG SEAL� SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FCLLONING NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE 7 PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED A. A CONTRACTOR SHAI ' L PERFORM HIS OWN QUANTITY TAKEOFF BEFORE RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL SUBMIT7, NG A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY CONFORM TO SECTION 37, 39, AND 94 OFF, THE STATE STANDARD SPECIFICATIONS. THESE PLANS. ffE 'VE��t' JN� PLAN. �TbRSJ16J�IjW& %�A �! j �%:S BLJ�� LIHPETAR� PROJECT SHEET NDEX 19YAWO MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT SHMI NO. DESCW EXISTING PAVEMENT, !NICLUD'NG BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 1A 2A 717LE SHEET, INDEX MIAP, GENERAL NOTES CONSTRU"'7ON' NOTES, TYPICAL SECTIONS, DETAILS, LEGEND, ABBREVIATIONS 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY 7REES MAY BE INSTALLED WITHiN 3 4A STREET iMPROVEME 0 PLANS - BUTTERFIELD STAGE ROAD STREET IMPROVEMENT PLANS - RANCHO CALIFORNIA ROAD ,H PARKWAYS ON LOCAL RESIDENTIAL STREETS ',AijT OL17 SSEPARATE LANDSCAPE PLANS. ALL'OTH.ER 5A STREET IMPROVEMENT PLANS - ARMADA PLACE TYPES OF LANDSCAPING �N THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL SA STORM DRAIN LAYCUT AND PROFILES REQUIRE SEPARATE LANDSCAPE P' 'ANS. ALL LANDSCAPiNG `NCROACHMENTS SHALL CONFORM TO 7 CROSS SECTIONS - BUTTERFIELD STAGE ROAD - 140+00.CD TO 144+65.68 RIVERSIDE COUNTY COMPREHENSiVE LANDSCAPtNG1 GUIDELINES DATED MAR'C'H 2,303. 3A CROSS SECT�ONS - RANCHO CALIFORNIA ROAD - 198+19.44 TO 2CD+42.82 �A CR 0 S S SECTIONS - RANCHO CALIFORNIA ROAD - 200+50-00 70 203+50.00 13. ANY PRIVATE DRAINAGE FA"Il 17ES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY 11 I_ -1 12A '-ROSS SECTIONS - RANCHO CALIFORNIA ROAD - 204+00.00 TO 208+29.44 - T PLANS, NO REV!7%N OP SIGNING THESE ;MPROVEMEN APPPOVAL CF THOSE PR'VATE FACILiTES 11-12A ERCSlr-N A ND SEDIMENT CONTROL PLAN IMPLIED OR INTENDED BY THE RIVERSIDE COU NTY TRANSPORTATION DEPARTMENT. 13 ALTERNAIE SiD 17EJ�_S7REET IMPROVEMENT PLAN -RAR�C_H�0_-A LfF6R7NIA R AD I 14-15 AL7RNATE BID 1TEM-CROSS SECTIONS -RANCHO CALIFORNIA ROAD 14. A. CONSTRUCTiON PROJECTS MUST OBTAIN A NATIONAL POLLUTANT 7DISCHARGE: ELIMINA77ON SYSTEM (NPDES) PERMIT. 0-NNERS/DEVELOPERS ARE RE:C�IJIRED TO 71LE A NOTICE CF IN7E!`,4T (NOI) WITH THE STATE "A"ATER RESOURCES CONTROL BOARD �S`NFCE�, PREPARE A STORM 'WATER POLLUTION PREVENTION PLAN (SvVPPP) AND MONITO'R�NG PLAN FOR THE SITE LA WDID : 9 33C361575 FdSK LEVEL : 2 B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A --CRY CF THE MS4285 i.P. 140037 L.D14-2750 NOI WITH CHECKED BY I! Crawling No. PLANS PRE-PZRED UNDER THE SUPERVISICN CF 7 L4 DATE. C R�C.E. Nj --------- ------------- E X P I S: i DEPARTMENT CF PUBLIC WORKS RECOMMENDED ATE: C1717 YL UOF TEMECULA tiF� Z� TRACT MAP # 29353 I 427fir BUTTERFELD STAGE ROAD AT ACCEPTED BY: ------- D A 7T': 4 1 , I �, L- -4--- - IN. I PA 7RICK A. THOMAS RANCHO CALIFORMA ROAD - PHASE 3 STREET AND STORM DRAIN IMPROVEMENT PLAN C,I�RECTCR OF PUIELI:: VhORKS/CITY ENGINEER R.C.E. NO. 44223 TITLE SHEET SHEET1ACF1 5 q/vs--m RC -1 4 NOTES 1. EjLN_LA_,RD_5_ ALL WORK AND MATERIALS (i.e., ASPHALT CONCRETE (AC) PAVEMENT, 15. jEjL�l_Hjj.Q EQP TIE., ALL STREET TRENCHES SHALL CONFORM TO CITY AND N-01MATIONS ._ UIL__ - PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, etc%� SHALL CONFORM TO THE ENGINEERING STANDARDS. REFER TO CITY STANDARD NO.407 -TRENCH /PCT.H OLE REPAIR" THE C-13NTRACTOR SHALL NOTIFY THE FOR TRENCH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (i.e., GREENB000 MAINTENANCE AND/OR REPAIRS, IF TRENCHES IN CLOSE PROXIMITY AND FOILOWING UTILITY OR AGENCIES 48 TR SS 0 S Fj 3 10 0 3 1 G LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY AND ENGINEERING PARAU El TO GUTTER LINES RESULT iN LEAVING PAVEMENT STRIPS IN DIS E R LE S H R FIR R T TART N S L; T EEN THE TRENCH AND GUTTER LINE), SAID PAVEMENT CONSTRUCTION OR EXCAVATION: STANDARDS AND R�QUIREMENTS. THAN, T 0 FEET INI WIDTH. (BEiw STRIPS SHALL BE REMOVED ANC REPAVED, AT THE DISCRETION OF THE CITY ENGINEER. EASTON MUNICIPAL WATER DIST. 2. PERMIT REQUIREMENTS, A GRADING OR ENCROACHMENT PERM!TrS) SHALL BE OBTAINED A, TACK COAT SHALL BE APPLIED TO EXISTING ASPHALT CONCRETE AND VERTCAL I� , SURFACES TO BE JOINED IN CDMPL.ANCE WITH THE GREENBOOK. CAMERON VALENZUELA PRIOR TO PAVING, BEFORE OBTAINING AN ENCROACHMENT PERMIT, A CERTIFICATE OF PO BOX 8300 INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC IMPROVZMENTS', SHALL BE PERRIS, CA 92572-8301) 16. P.LEKING_ L��T GEADE, THE MINIMILIM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PROVIDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE PERCENT (i%). ( '95A), 928-6107 REQUIRED. VALENZUCCEM.WD.ORG 3. SOIL STERILIZER, AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE 17. allIll-RUP. A 3/8 INCH, UP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN SO GAS - ktAVVETA SURFACES PRI,,:),R- TO PAVING, ACCORDANCE WITH CITY AND ENGINEER�NG STANDARDS. REFER TO STANDARD NO. 200. GEARY AMBERS 1981 W. LUGONIA AVE. 4. PRIbdE QL�6.T PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS 18. PAVING ULAi� AaLjLN_D_ M__A_N_H:j_LEa_ YLLYL- tt.Q. ALL PAVING AROUND REDLANDS. CA 92374 MANHOLES, UTILITY VALVE COVERS, etc. (909' 335-7955 SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR VVHEN LONG TIME PERIODS SHALL BE IN ACCORDANCE WITH THE ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS EN31NEFR AND GREENBOOK R.7-CUIREMENTS, U711LI7Y AGENCY REQUIREMIENTS, CITY AND ENGINEERING GAMBERSOSEMPRAUTILITIES.COM STANDARDS. REFER TO CITY STANDARD NO. 503 "PAVING DETAIL AROUND MANHOLE". RANCHO CALJFOP"A WTR APPROVED BY THE CITY ENGINEER. COREY WALLACE 5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STREETS 19. AC ELLQLff_�JL THE METHOD OF DEPOSITING, DISTRIBUTING (i.e., USING A PO BOX 9017 INTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE SELF-PROPELLED SPREADING/FIN�SHING MACHINE) AND ROLLING AC SHALL BE IN TEMECULA, CA 925899017 ASPHALT CONCRETE PAVED PROJECT STREETI'S), AS DIRECTED BY THE CiTY ENGINEER. ACCORDANCE WITH THE GREENBG0K. (951) 296-6987 THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT LEAST 35 TIMES OR AS DIRECTED BY WALLACECCIRANCHOWATER. COM THE CITY ENGINEER. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TIC) GRADE SETTLEMENT OF FILLS, TRENCH FILLS OR BASE MATERIAL, As REQUIRED C" OF TSAECLALA BY THE CITY ENGINEER. NO PAVEMENT "BIRDBATHS" OR DEVIATIONS GREATER THAN 1/8 STEVE CHARETTE 6. FOG �� �A FOR PRIVATE DEVELOPMFINIT, ASPHALTIC EMULSION (FOG SEAQ SHALL BE INCH IN SIX FEET SHALL BE ACCEPTED, 41000 MAIN ST. APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING TEMECULA, C -A 9259C AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ.YD. THE ASPHALT 21. PRO ECTION SHALL: PROTECT EXISTING STRUCTURES, (qsl) 5D6-5190 EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD _�AOE-K- THE CONTRACTOR SPECIFICATIONS. CURB AND GUTTERS, SIDEWALKS, LANDSCAPING, CATCH BASIN DEPRESSIONS AND OTHER TM WARNER CJUNLE - & RIVER30E M. SURFACE FEATURES AGAINST UAMAC�E CAUSED BY PAVING OPERATIONS AND ASPHALT COZETTE MILES 7. TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTIN'- PAVEMENT AND VERTI(_-AL SPRAY; (b) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC 0.e_ MOVING OR 4500 AUTOCENTER DRIVE �NTARIO, CA 917601 JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, IF IT HAS BEEN STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT 9 EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW SETTING ANIONIC SURFACES HAVE COOLED DOWN ADEQUATELY; (C) CLEAN THE SITE (i.e., REMOVE LOOSE (909) 9'5-33 8 EMULSIFIED ASPHALT TYPE "SS-lHR' CONFORMING TO THE GREENBCOK. PAVEMENT AND AGGREGATE, CLEAN OUT ALL MANHOLE PITS, ENSURE FREE OPERATION COZETTE.MILESOTWCABLE.COM OF VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FROM UTLJQUEST FOR 30 EDOON-TELECOkU 8. MMQ�N �STIN�, ALL SEUBGRADE AND BASE SHALL BE CERTIFIED BY A WORK AREA, etc.). ROLANDO DIAZ LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN 14799 CHESTNUT AVE, ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE PROGRAM (OAR) AND/OR As 22. OTHER CONSTRU�,TION NOTES, REFER TO SEPARATE NOTES FOR "GENERAL", "GRADING", WESTMINSTER, CA 92683 DIRECTED BY THE 0TY ENGINEER. AND "EROSION AND SEDIMENT CDNTROL" REQUIREMENTS. (714) 934-0827 EX. EX, ROLANDO. DI AZOSCE.COM 9. PAVING MAIE.RiALS, R /W R 'W a. AC MATERI&�. 110' UTI FOR VEFRON - MENFEE 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND i ENGINEERING PORTION C)F Pr,�RTICN OF C�TY STANDARDS, TP-,�vj (760) 738-3620 L TYPE C2 PG70-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL CITY OF .- ECJLA COUNTY OF RIVERSIDE 55' 55' OOUNTY OF FWV130M BE A MINIMUM OF 0.12 FOOT (1,;2 INCHES� THICK INCLUDING GRIND AND TRANSPORTATION DEPARTMENT OVERLAY INSTALLATIONS. PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE (951) 955-6T90 !I. TYPE B BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE MIN'IMUM AC 12' 43' JI" 19' ARIES 15'- 24' 12 LIFT FOR BASE COURSE IS 0.21 FOOT (2)� INCHES). 2. THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES). 61 1 THE MAXIMUM AC LIFT IS FOUR IS 10.33 FOOT (4 INCHES). 2' NOTE: "SHOVING" IS A TYPE OF AC PAVEMENT FAILURE THAT WAY BE CAUSED BY REQUIRED CFFSiTE V,%E ASPHALT MIXES THAT ARE TOO RICH �t� ASPHALT, THAT HAVE COURSE/FINE , �; s S � 03, GRADING PERMIISSION VAP",E AGGREGATE THAT �S TOO ROUNDED, etc. TYPICALLY, SHOVING RESULTS AT HILLS, CURVED OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHICULAR FORCES. TO PREVENT OR K41NIMIZE SHOVING, iHE CITY RESERVE -13 TO RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT PRO�VIDE HIGH STABILITY (Le-, ABILITY TO RESIST SHOVING AND RU771ING, ANGULAR AGGREGATE PARTICLES WI TH A ROUGH SURFACE TEXTURE, etc.) IN COMPLIANCE EX. 0.35' C AC TYPICAL SECTM WITH THE GREENBOCK AND/OR CALTRANS SPECIFICATIONS. E�. --.B3' AB-/ 113 FELD STAGE RO&O b. BASE MATERIALS. NOT TO SCALE 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. STA 1 _38+32.43 TO STA 144+65.68 2' MIN COLDMILL AND OVERLAY_`�'. 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED T. 1. 9_5 0.10' MIN THICKNESS AGGREGATE BASE (CAB) OR CRUSHED MISCELLA�NEOUS BASE (CMB) PER EX. EX. OR AS DIRECTED '2K. R/W R A" SECTIONS 200-2.2 AND 202-2�4 OF THE GREENBC PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. '51 32' c. PORTLAND CONLEL�[�7M�7NT ALL PCC USED SHALL BE IN CONFORMANCE TO *lr 41' 21 THE GREENBOOK. - 16' 12' -XIST PAVEMENT 12' 15'_ 27' t. I W, W* w a .11 "m __� ww (Ap, mm Me SAM WuW KV& 42* wl v wfmj3T Imm FM OF—" ON "" L r R& WWK WME m MZE3C= 0 EL MAA STM WE M�L M -4W& Ir'n OR sqw PL�,CE 3.45' AC P,�VEMENT OVER 1.00' CRUSHED AGGREGATE PER TYPICAL SECTION %mrr two swm 5XII PLACE 0,50' AC PAVEMENT OVER 1.00' CRUSHED AGGREGATE PER TYPICAL SEC -nom WMIM ft-� Ot WIA, WIMMD100M WAM& 00 wrwl 3� CONSTRUCT 8" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. 201, TYPE A-8. Z FK *0WMM DE WS FIR W -f, FL ww & 0=101� 31 wr AU aw sfm Am ow, www is MAC sm W" SAWCUT AND REMCI'v`E EXISTING AC PAVEMENT Jlow pm w-lul FS I W, W* w a .11 "m __� ww (Ap, mm Me SAM WuW KV& 42* wl v wfmj3T Imm FM OF—" ON "" L r R& WWK WME m MZE3C= 0 `_wmm - (__lm) EL CONMWTION NOTES: M�L M -4W& 01 PL�,CE 3.45' AC P,�VEMENT OVER 1.00' CRUSHED AGGREGATE PER TYPICAL SECTION okw.) (�Rl PLACE 0,50' AC PAVEMENT OVER 1.00' CRUSHED AGGREGATE PER TYPICAL SEC -nom WMIM ft-� Ot WIA, WIMMD100M WAM& 00 wrwl 3� CONSTRUCT 8" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. 201, TYPE A-8. Z FK *0WMM DE WS FIR W -f, FL `,aN`,TRUCT ACCESS RAMP PER COUNTY OF RIVERSIDE STD. NO. 403, CASE A. 31 wr AU aw sfm Am ow, (D SAWCUT AND REMCI'v`E EXISTING AC PAVEMENT 4 �=-opvf ow Tom MKWt OL wn, wmm PIN SPDXVAPOW, FS CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209. • MCI" M "m rl w KR 4111018% CAP" fw PWFMTW 001""wx m?, �� ji 'CaNS7P UCT 8" AC DIKE PER COUNTY OF RIVERSIDE STD. 212. • fou 10 W -A MR &WOW mom X073 H SL CONSTRUCT CATCH BASIN NO. I PER FCFC & WCD DWG. NO, C6100; WIDTH AS SHOWN 7. WMXL WE wm wnmw V*Amw . AFY.W, 004ONW SNOAFM 25 CN THE PLANS WITH CATCH BASIN INSERT (MODEL PER PLAN). 1-i/r FA mot TENTATIVE (i.e., THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL CONSTRUICT 5' WIDE X 4" THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STD. a vx m t OR ft� r NINIM )s *opoftn LF 401. "z x a wa "m woml; wit AS P-M"m W wwo 010 CONSTRUCT 'LOCAL DEPRESSION NO. 2 CASE B PER RCFC & WCD SMo. DWG. NO. LD201- W. f" "Imm mm "K MOM" 04NWCE N? 11 ^r LOCAL DEPRESSION NO. 2 CASE 1: PER RCFC & `WCD STD. DWG. NO. LD201. , INSTRUCT ! A X. 0. 45' A EX. 1.0,0' CAB 27 CONSTRUCT JLNCTION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. NO. JS228 N-4 MV0 FURNISH AND INSTALL 24- RCP, D-ILOAD AS SHOWN ON PROFILES. V We "m Ow-o'sm To ser 14 CONSTRUCT MANHOt E NO. I PER RCFC & WICD STD. DWG. NO. MH251. sw am" mmm (I.- Co. W�) /117�s _�NS_TJCT PIPE RISER WITH DEBRIS RACK CO CAGE, TYPE ',B' PER CALTRANS STANDARD W. 10 W MA W W. �l 5) FILL. SEE SHEET 1 FOR PERMISSION TO GRADE LETTERS, Bum NO" APPROVED BY THE CITY ENGINEER. SkO DESIGN SHALL ADHERE TO THE CONSTRUCT 2' (04.) COLDMILL AND OVERLAY PER DETAIL I ON SHEET 2. TYPICAL SEC N 1108 RELOCATE EXISTING MAIL BOXES. `_wmm - (__lm) EL CONSTRUCT 12" FULL DEPTH AC PAVEMENT. M�L M -4W& `2 3) zS /033 4 2. oz 2- okw.) (�Rl CUT. SEE SHEET 1 FOR PERMISSION TO GRADE LETTERS. WMIM ft-� Ot WIA, WIMMD100M WAM& 00 wrwl 21 RELOCATE EXISTING TEI FPHONE BY UTILITY COMPANY (VERIZON). Z FK *0WMM DE WS FIR W -f, FL RELOCAIE EXIS',%G2 WARD POSTS AND FIRE HYDRANT PER DETAIL 2 ON SHEET 2. 31 wr AU aw sfm Am ow, FPS r -REQUIRED OFFSITE 4 �=-opvf ow Tom MKWt OL wn, wmm PIN SPDXVAPOW, FS ADJUST TO G -RADE EXISTING WATER VALVE LID AND COVERA • MCI" M "m rl w KR 4111018% CAP" fw PWFMTW 001""wx m?, 11. STREET aE:�� STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE ADJUST To GRADE EXISTING STORM DRAIN MANHOLE LID AND COVER. • fou 10 W -A MR &WOW mom X073 H SL GRADING PERMISSION 7. WMXL WE wm wnmw V*Amw . AFY.W, 004ONW SNOAFM 25 t RIVERSIDE STANDARD NO. 400 CONSIRU'T SID'WALK WIDENING, PER COUNTY 0 4 GRADiN3 PERMIsalON C TENTATIVE (i.e., THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL MODIFIED WITH 5 -FOOT TRANSITION AND LENGTH OF WIDENED SIDEWALK - 10.0 FT. a vx m t OR ft� r NINIM )s *opoftn LF LINEAR FEET EX. R/W L7 LEFT t W.k vvw,! am WoE w wm ON RAa 0�)5 f�-CNSTRUCT CONCRETE COLLAR FOR RCP PER RCFC & WCD STD. DWG. NO, M803. A X. 0. 45' A EX. 1.0,0' CAB 27 REELOCA7 EXISTING MEANDERING FENCES. N-4 MV0 1M. w"I frrm P" /117�s _�NS_TJCT PIPE RISER WITH DEBRIS RACK CO CAGE, TYPE ',B' PER CALTRANS STANDARD 9 7 C. PLAN NO. f -f RRE HYDRANT DETAIL IREINFORCED CONCRETE PIPE CULVERT HEADWALL (WITH TYPE A WINGWALLS) __-02 PER CALTRANS STANDARD PLAN NO. D90. REFERENCE: RANCHO CALIFORNIA WATER DISTRICT STDI� DWG. NO, RW -7 NOT TO SCALE 03NSTRUCT 4" THICK CONCRETE APRON 4.5 FT OUTSIDE RADIUS. GRADE TO CRAIN AREA AROUND R�SER INLET. AWCUT AND REMOVE EXISTING IQ2 40C�NSTRUCT 1,0;'X14'X2 FT THICK RIPRAP APRON, LIGHT CLASS METHOD 8 PLACEMENT. COLOWL EXIS7NG AC PAVEMENT (0.1' MIN) AND CONSTRUCT VARIABLE DEPTH AC DGE PAVING 2' MIN A000 %fiATh*"W4t 1-703 11 V) I - 10. E.X LE21N__$� TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX JCM DETAL DESiGN(S) FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE -4c 11 NOT TO SCALE OVERLAY. W PAVEMENT A C ASPHALT CONCRETE 304 REMOVE 7XIS71NG TREE. ENVIRONMENTAL CLEARANCE SHALL BE OBTAINED PRIOR TO SO BEGIN CURVE IREMOVAL OF EXIS7NG TREE�'S). BlzR BEGIN CURB RETURN C, DAD (�75, ADJUST TO GRADE EXISTING GAS VALVE LID AND COVER. BSR BuTTERFIELD SlAGE RO BVC SF(.'21N VERTICAL CURVE (�, CL CENTERUNE r3 6), REMOVE EXISTING MONUMENT fCONTACT BILL BROWN (EDA) 0 (951) 955-8915 PRIOR .4 N CAB CRU'SHED AGGREGATE BASE F7. ,E�VDVAL.) CFS CUBIC FEET PER SECOND CMP ��ORRUGATED METAL PIPE REMO�vE EXIS71ING WATER C.P. TEST. Co. .," 0 U N TY CONST. CONSTRUCTION RELOCATE EXISTING BACK-FLOW. EC END CURVE ECR END CURB RETURN RELOCATE EXISTING STREET SIGN. EL ELEVATION SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGNI,Sl SHALL CLEAR� Ly SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK REQUIREMENTS. `2 3) zS /033 4 2. oz 2- PROP. EVC END VERTICAL CURVE REiNFORCED CONCRETE PIPE Ek, EXIST. EXISTING RC7D FL FLCVvLiNE 4Z FPS r -REQUIRED OFFSITE R/W FS FINISH SURFACE C_.) < 11. STREET aE:�� STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE - STA H SL GRADING PERMISSION STANDARD IN\/ INVERT 4 GRADiN3 PERMIsalON C TENTATIVE (i.e., THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL LATERAL TOP OF DIKE LF LINEAR FEET EX. R/W L7 LEFT VERTICAL CURVE SECTION REQUIREMENTS SHALL BE D-7 RMfNECL BY ADDITIONAI SOIL TE L STS, AFTER ROUGH GRADING. THE STRLICTURAL SECTION DESIGN SHALL BE REVIEWED AND MANHOLE A X. 0. 45' A EX. 1.0,0' CAB MIN MINIMUM MV0 MIDDLE OF VERTICAL CURVE En APPROVED BY THE CITY ENGINEER. SkO DESIGN SHALL ADHERE TO THE TYPICAL SEC N m METHODOLOGY SET FORTH IN CHAPTER 605 OF CALTRAN,.S HIGHWAY DESIGN' I 44. < MANUAL AND SHALL UTILIZE THE "R' VALUE METHOD (i.e, "R" VALUE TESTS RANCHO CALFORNA ROAD C� z SHALL BE CONDU07ED IN ACCORDANCE WITH CALFORN!A TEST NO. 301 AND* STA. 198+42.7B NOT TO SCALE TO *** STA. 199+65.35 TO SHALL BE CERTIFIE D BY A REGISTERED CIVIL ENGINEER�. THE NUMBER AND LOCATIONS OF THESE SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. STA 198+19.44 TO STA 200+42.82 T. 1. 5 2CC+42.82 CURB & G!J'TTER, SICEWALK, STA. 198+-31.15l 199+65.35 TO MOUNTAIN ARTERIAL f110' R/W) AND LOCAL DEPRESSION ',98+42.73 12. OkaLQT�iN PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION TO STA. AND TO STA. 200+42.82 LT. REPORTS BY A SOILS ENGINEER, CERTIFY!NG 95% COMPACTION OF SLIB-GRADE EX. EX. AND BASE MATERIAL, SHALL BE SUBMITTEC, TO THE CITY ENGINEER. COMPACTION R/W R/W < TEST CBSERVATION OF SUB -GRADE AND BASE GRADE MATERIALS SHALL BE I I C, COORDINATED TO INCLUDE THE SCILS ENGINEER AND THE PUBLIC WCRKS 55' 1 55' 110' Lj = ll� _j r_ CL INSPECTOR. VARIES IN i- 55' .1. OVERLAY. W PAVEMENT A C ASPHALT CONCRETE 304 REMOVE 7XIS71NG TREE. ENVIRONMENTAL CLEARANCE SHALL BE OBTAINED PRIOR TO SO BEGIN CURVE IREMOVAL OF EXIS7NG TREE�'S). BlzR BEGIN CURB RETURN C, DAD (�75, ADJUST TO GRADE EXISTING GAS VALVE LID AND COVER. BSR BuTTERFIELD SlAGE RO BVC SF(.'21N VERTICAL CURVE (�, CL CENTERUNE r3 6), REMOVE EXISTING MONUMENT fCONTACT BILL BROWN (EDA) 0 (951) 955-8915 PRIOR .4 N CAB CRU'SHED AGGREGATE BASE F7. ,E�VDVAL.) CFS CUBIC FEET PER SECOND CMP ��ORRUGATED METAL PIPE REMO�vE EXIS71ING WATER C.P. TEST. Co. .," 0 U N TY CONST. CONSTRUCTION RELOCATE EXISTING BACK-FLOW. EC END CURVE ECR END CURB RETURN RELOCATE EXISTING STREET SIGN. < I f I 112' TO 28', VARIES 23'-2' , 15' 27' 16' 12' 1 1 VARIES VARIES NO. NUMBER 13. PA V, N - __I _ i , (17') 27' 13.3'-3' 14.7'T�25'1 PB PULL BOX BASE GRADE INSPECTION. ONE INSPECTION AT SUB -GRADE COMPLETION (PRIOR 5 1 2' TO PLACEMENT OF BASE) IS REQUIRED BY T, 2' 0 HE DEPARTMENT OF PUBLIC WORKS. 2' z b. EAYLa- LL'�'�L �t TWO PAVING INSPECTIONS ARE REQUIRED, BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE 33 VAPiEs EX. 0.45' AC,� 0 1, 9 7 V4 p -S COMPLETION; AND (2) DURING PLACEMENT OF AC. 27. 27, 2 4Z c. DEIVEWAYS, ALL ONSITE PRIVATE RESIDENTIAL DRP,,Z'NAYS SHALL COMPLY WTH THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE INSPECTED AND EX. D. 4` A- Ek 1.00' CAB-/ 4" 033/ CLEARED BY THE CITY ENGINEER PRIOR TO PAVIN" 16 07 EX. I.Co CAB' I i U14. OTILI�Tl. ALL UNDERGROUND FACILTIES AND 'LATERALS SHALL BE IN PLACE PRIOR TYPICAL SECTION TYPICAL C CL TO PAVING RANCHO CALFORNA ROAD RANCHO CALFORNIA ROAD R E QU 1 R ED OFFSli�' A 0 A i r4 GRAkDING PERWSS�3N A REPARED BY: -.0-olu NOT TO SCALE NOT TO S!CALE 00C*SCOVERY SU!7E250 1949-1 RViNE, CA 926!8 (q49) STRUCTICN REC RD CONTRACTOR INSPECTOR DATE COMPLETED -SURVEYORS DATE BY 5/27/6 CAP I I W1 V1 UUH =9 v �.Ac; u STA 200+42.82 TO S -TA 2013,+02.,82 STA 203+02.82 TO STA 208+29.4 1: TO I � 7 R;7 7 T. i. = 9.5 T. 1. = 9.5 R7 MOUNTAII'll A tER! L (110' RI-Vil, �"StQntec MOUNTAIN ARTERIAL (110' RM VARiES 16'-13.3' FROM S_7A 20'n--�-E�,44 TO 203+C2.82 38 TECHNOLOGY C IRVIME, CA 92618 VAR�E:S FROM STA 2,1_-69.44 TO 203+02,82 REVI�SiONIS [,ATE IAClC'Dj BENCHMARK T DESIGN SCALE EVISED COMPANY LOGO, DIR. Of -itl CS A, A T 7H E N. W. CCF%NER OF THE !NT. OF RANCHO CAj,-CRNiA RD ANb HORIZO �INTO, 25' N. OF CALLE CCNT FIRE - " W. OF P. P_ 1 5' S. HYDRAN 1, 5 NI/ No C38639 CF WOCC FENCE ON CORNER CijT BA,CK, A 2 1/2" BRASS DISK S E- T : N� t. # loo FRCM STA 203+02.82 TO 203+07.82 da im ---D BY I DRAWN BY CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF r > DATE- ------ - ----------- CONOR C A L CARLOS Vt �,TI R. C, D. EL F V. - 13 05, 57 3 5 LINDER. C� 11 a I C', N AV5 �9. N/A , D��NEDA ,zz. 03/31/119 XPIRE -- ----- FICC EL ELEVATION POINT OF COMPOUND VERTICAL CURVE FP EDGE OF PAVEMENT PROP. EVC END VERTICAL CURVE REiNFORCED CONCRETE PIPE Ek, EXIST. EXISTING RC7D FL FLCVvLiNE ROAD FPS FEET PER SECOND R/W FS FINISH SURFACE RECLAIMED WATER GB GRADE BREAK STA H SL HYDRAULIC GRADE LINE STANDARD IN\/ INVERT 4 GRADiN3 PERMIsalON C LAT LATERAL TOP OF DIKE LF LINEAR FEET EX. R/W L7 LEFT VERTICAL CURVE MH MANHOLE MIN MINIMUM MV0 MIDDLE OF VERTICAL CURVE < I f I 112' TO 28', VARIES 23'-2' , 15' 27' 16' 12' 1 1 VARIES VARIES NO. NUMBER 13. PA V, N - __I _ i , (17') 27' 13.3'-3' 14.7'T�25'1 PB PULL BOX BASE GRADE INSPECTION. ONE INSPECTION AT SUB -GRADE COMPLETION (PRIOR 5 1 2' TO PLACEMENT OF BASE) IS REQUIRED BY T, 2' 0 HE DEPARTMENT OF PUBLIC WORKS. 2' z b. EAYLa- LL'�'�L �t TWO PAVING INSPECTIONS ARE REQUIRED, BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE 33 VAPiEs EX. 0.45' AC,� 0 1, 9 7 V4 p -S COMPLETION; AND (2) DURING PLACEMENT OF AC. 27. 27, 2 4Z c. DEIVEWAYS, ALL ONSITE PRIVATE RESIDENTIAL DRP,,Z'NAYS SHALL COMPLY WTH THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE INSPECTED AND EX. D. 4` A- Ek 1.00' CAB-/ 4" 033/ CLEARED BY THE CITY ENGINEER PRIOR TO PAVIN" 16 07 EX. I.Co CAB' I i U14. OTILI�Tl. ALL UNDERGROUND FACILTIES AND 'LATERALS SHALL BE IN PLACE PRIOR TYPICAL SECTION TYPICAL C CL TO PAVING RANCHO CALFORNA ROAD RANCHO CALFORNIA ROAD R E QU 1 R ED OFFSli�' A 0 A i r4 GRAkDING PERWSS�3N A REPARED BY: -.0-olu NOT TO SCALE NOT TO S!CALE 00C*SCOVERY SU!7E250 1949-1 RViNE, CA 926!8 (q49) STRUCTICN REC RD CONTRACTOR INSPECTOR DATE COMPLETED -SURVEYORS DATE BY 5/27/6 CAP I I W1 V1 UUH =9 v �.Ac; u STA 200+42.82 TO S -TA 2013,+02.,82 STA 203+02.82 TO STA 208+29.4 1: TO I � 7 R;7 7 T. i. = 9.5 T. 1. = 9.5 R7 MOUNTAII'll A tER! L (110' RI-Vil, �"StQntec MOUNTAIN ARTERIAL (110' RM VARiES 16'-13.3' FROM S_7A 20'n--�-E�,44 TO 203+C2.82 38 TECHNOLOGY C IRVIME, CA 92618 VAR�E:S FROM STA 2,1_-69.44 TO 203+02,82 REVI�SiONIS [,ATE IAClC'Dj BENCHMARK T DESIGN SCALE EVISED COMPANY LOGO, DIR. Of -itl CS A, A T 7H E N. W. CCF%NER OF THE !NT. OF RANCHO CAj,-CRNiA RD ANb HORIZO �INTO, 25' N. OF CALLE CCNT FIRE - " W. OF P. P_ 1 5' S. HYDRAN 1, 5 NI/ No C38639 CF WOCC FENCE ON CORNER CijT BA,CK, A 2 1/2" BRASS DISK S E- T : N� t. # loo FRCM STA 203+02.82 TO 203+07.82 da im ---D BY I DRAWN BY CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF r > DATE- ------ - ----------- CONOR C A L CARLOS Vt �,TI R. C, D. EL F V. - 13 05, 57 3 5 LINDER. C� 11 a I C', N AV5 �9. N/A , D��NEDA ,zz. 03/31/119 XPIRE -- ----- FICC PORTLAND CEMENT CONCRETE Pr_vC POINT OF COMPOUND VERTICAL CURVE PRCJ. PROJECT PROP. PROPOSED RCP REiNFORCED CONCRETE PIPE ROR RA'NCHO CALIFORNIA RD RC7D RIVERSIDE COUNTY TRANSPORTATION rCEPARTMENT 017 RD ROAD RT RIGHT R/W RIGIHT OF 'NAY R "N RECLAIMED WATER ss SANITARY SEWER STA -7 TION S!A STD STANDARD REQUIRED OFFS17- T, TEL. TELEPHONE 4 GRADiN3 PERMIsalON C TOP OF CURB 7D TOP OF DIKE 70 TOP OF GRATE 7M H TOP OF MANHOLE VC VERTICAL CURVE IN 'WATER MS4285 "TTEMECULA RECOMMENDED BY: 7 E: CIT'l u ,11 ��p #%row I zo, �sy 2,532 SY 958 LF 3 EA 806 SY 686 SF 270 LF 3 EA 5,412 SF 2 EA 1 EA 1 EA 354 LF 3 EA 5,790 CY 2,526 SF 3 EA 6B6 SF 1,800 CY 2 EA 1 EA 2 EA I EA 1 EA 2 EA 1 Ls 1 EA am 1 EA 11 CY 22,915 SF 26 EA 3 EA 1 EA 1 EA 1 EA I EA EXISTING EDGE OF PAVEMENT .............. - - ----- EXISTING FENCE AC OVERLAY LIMITS - - - - - - - - - SAWCUT LINE SWALE FLO'AILINE CROSS GUTTER FLOWLINE DAYLIGHT LINE CENTERLINEE RIGHT OF WAY AC PAVEMENT AC OVERLAY PCC SIDEWALK DEPARTMENT OF PUBLIC WORKS ...... ov TRACT MAP * 29353 ACCEPTED BY: ___�DATEr: BUTTERFELD STAGE ROAD AT PATRICK A. THOMAS RANCHO CALFORNA ROAD - PHASE 3 C -,Y ENGINEER 0,:�RECTOR OF PU2L�^ WORRKS/�'�7 IVOR CONSTRUCTION NOTES, TYPICAL SECTIONS, R.C.E. NO, 44223 DETAILS, LEGEND AND ABBREVIATIONS L0 14- 27 50 Drawing No, q&6..7M RC -2 40 Li LM",N.QKU-AKLL; tIT: --voo"--K Ij ddWifthh,► Hnr1qzrgrr)Hn(j ';fmrVirP Alert I kloy L;UKVU= I AtRt- A\ A n r" A f% Qn 11 ')''D -- . — - - —9— IL 11 IL N. I ENG NERS - SURVEYORS 1SCOVERY, SUM 210 (74"b",�4, 9 T EL CON RVNE,CAS2618 19491,261-84782�-%PM CONSTRUCTION RECORD CONTRACTOR NSPECTOR DATE COMPLETED Coll: TOLL BREL A 1-800-227-2600 CURVE 'LENGTH RADIUS TANGENT DELTA 1 9-17—.93 2 614.74' 4000.00' 4043.00'i 460.99' 13*08'54" 307, 6'-i 8-42'43" 3 ,L1.01' 35.00',�. 1.62' 99`52'31" A b%ante ---- 38 TECHNOLOGY DR. 0100 SCALE IN FEET IRVINE CA 92618 1 inch = 40 fL DRAWN BY BY DATE tACVD! BENCHMARK DESIGNED BY CHECKED BY I i SCALE Esst ..AP EIR-E'ASEC, COMPANY LOCO D) R. OF F. W. fA -M -18 AT THE N.W. CORNER OF THE INT. OF A. RANCHO CALIFORNIA RD AND CALLE 1 HORIZONTAL PLANS PREPA�E; UNDER THE SUPERVISION OF CONTENTO, 28 N. OF PRE HYDRANT, 1.5 7 rn W. OF P.P., 1.5 & OF WOOD FENCE ON 1"=40' 0. N 038639 CORNER -CUT BACK, A 2 1/2- BRASS DISK a, t DATE - SET N CONCRETE CYLINDER." I VERTICAL CWLCARLOS A. PINEDA =1305.535 R.C.D..D. T-25-81, E' t - OF C v L.E i NAVI) 29. AS SHOWN 38639 03/31/19 R.C.E. N 0. EXPIRES: SEE SHEET NO. 6 FOR STORM DRAIN IMPROVEMENTS. 2. SEE TRAFFIC SIGNAL MODIFICA71ON PLANS FOR PiSPOSITION OF EXISTING TRAFFIC SIGNAL APPURTENANCES 005-031100. Y: —/2TXt—qDATE: —4—'VL 7 ACCEPTED BY: - P�j --- DA7 - E -- -7 LL27 PATRICK A. THOMAS DiI-'ECTOR OF PUBLIC WORKS/017Y ENGINEER R.C.E. NO, 44223 MS4285 I.P. 140037 LD14-2750 Draw!ng No. CV CIT" OF TEME f"T T LA DEPARTMENT OF PUBLIC WORKS I = TRACT MAP * 29353 BUTTEFff1D STAGE ROAD AT RANCHO CALIFORNIA ROAD - PHASE 3 STA, 140+35-68 TO STA. 144+65.68 STREET RAPROVEMENT PLAN SHEET 3 OF 15 9&6--M RC -3 m 04 cc r +CO 20 CUT. SEE SHEET 1 FOR PERMISSION TO GRADE LETTERS. , 77 fig -JOIN ZXj5TING CURVE TABLE -0-+ 0 "o 2 V :74 7C 09'�4-572+2� IBC _.o CURVE LENGTH� RADIUS LO 7t 18 0 ZI. O'V 164,87' 1 4: SI PE Ep'!ti V, "t 27 �TANGENT CL OPE 328.8 L j Z8,01, ST. 7 PROP PROP. EP' 2 2 G' EXIST. EP 212.01`� 17,;�-,_ovi lo, E. 13, 1 6 - - - - - - - - - - 7 T__ ------ �EM�NT 1757�75'1 54,54' 1 3'33'17" 1 ED LJ R Al NA G�- 9,9*42� 25,00, 47 L.NZ-�—\_47j5 - - - - - - T- 4 3F DA'(_�Gi L. �7 - 2 2. 7 01' B4728'25' H_ 2O PR�',N .07 EC 22 7- Z� 5 1254.05 FL STA. 199+ flC "RANCHC CALIFCALI� ROAD 202+81 _`�D6'32" + 69. 25.(, 27,3" 97 4 IF,. r =STA. 10+00,.00 "ARMADA PLACE" ------ +CO 208 00' RT TC _7 _N -6 54. S 1A, A DJU ST IVAUILT-i BEG' j'_1&P E R 6 1 79.3 1 18473.0VI 39.67' 2-27 END r&G AND 43. 2 CONSTRUCTION NOTES: BY SCE X58 31' T__ < EX, R/ REQUIRED OF, 'ANY (VERIZONI). L RELOCATE EXISTING TELEPHONE BY J T 1 L TY COM; G NOTE CAYJ RT -bNE-/ GRADING PERMISSION PER iNST. #93692 7, __j MAINTENANCE RESPONSIBILI 7( OF ALL GRADED SLOPES WILL BE TRANSFERRED TO THE _;,P�TED 10/24/87 CL PROPERTY OWNER ONE -YE' 77" 777-� ELOCATE EXISTING GUARD POSTS ANC FIRE HYDRANT PER DETAIL 2 ON SHEET 2. TOP OF SLOPE SL _V9 AR FROM, THE DATE ON 'AlHiCli THE HYDROSEEDING OF THE SLOPES t'S COMPLETED ,PER COVEN' ANT AND 4CRF_EMENT,,. SE ENT / AD�YLIST TO GRADE EXISTING A1,47"EIR VALVE LID AND COVER. SLOPE EA, 7 Z ALL BE OBiA 7� CONSTRUCT S�L)E`NALK WDENING PER CDUNTY Of Ri","ERSIDE STANDAK NO. 4' 010 jo 7 - REMOVE EXISTING TR 7. ENVIRONMENTAL CLEARANCE SH T !Ntl) PJR[Ok�`TO__ 01 AN" S PIR E,-- A R E D R r2 Underground Service Alert REMDVAL OF EXISTING TREE(S;, I MODIRED WITH, 5 -FOOT TRANSI710N AND LENGTH OF WIDENED SIDE 10.0 FT. -L FREE RELOCATE EXISTNG MEANDERING FENCES. -7 305 ADJUST TO GRADE EXISTING GAS VALVE LID AND COVER. '_) aL- cmtec 1. SEE SHEET NO. 5 FOR STORM DRA'N' i M P F, 3 V E M Z 4 Ts 1 4 .3 1-8 RELOCA71 EXISTING •BACK-FLOW, SITjON 3Z TECHNOLOGY DR. 4100 (942f923-6000' EN ANCES D05-0-111 -0 CVERLAY, OF EX�STIN,3 T'RAF7!0 SIGNAL APPUR -1 C S E- EF '7- RELOCATE EXISTING STREET SIGN. END CONSTRUCTON- RR2�TECT it � --'MS4285 I.P. 140037 LDI 4-2750 (19A9jMkI21 FAA 1) - RV NE. CA Ke 09, Zj I'll, i 1 0 0 — 2 2" 7 — 2 6 C-3 COLDMILL EXISTING AC PA'VEMENT (0,1' MIN', AND CONSTRUCT "VARIABLE DEPTH A" 2. SEE TRAFFIC SIGNAL MODIFICATION Pt ANS FOR DiSPO RT --E)x(. T R TEL IN 7- D R AWN R Y ECKED 9Y Drcwing qa. y 'A E!!A=-� BENCIHMAR� IGNED B)" CHE _REV I:, T L1, I A SCALE C'_`,NTRAC7-1,:R CITY APPROVAL BLOCK, 7 RECCMMEN DEPARTMENT OF PUBLIC WORKS DED SIV a_1AAw A7 --DATE: C117Y OF TEMECULI-%. T HE N,,k 1'3RNER OF THE: IN �Z E V I S E LX4 C, PLAN & PROFtLE AND AlD ➢SEWER R, A NO H 0 0ALFCDPNiA RD AND C Ln ALLE T 4:1 4:1 SLOPE 3 PLiANS UND�Ep, 7-4 UPERViSION OF 1 7- SL TRACT MAP 29353 S7 �ATi()N DPlVEwAY 1 CON7EN7D, 28' N, OF HYDRAN`,C�,.:, 1 7_ W. OF F.F., 1,5' S, OF W0,0�1 7Nr1-E' N� =4,j t �NSPECTCR No. C38639 1� A'C--7_PTZD DA7-: BUTTERFIELD STAGE ROAD AT > DA Z f ® PHASE 3 CORNER BA' RANCHO CALFORNIA ROAD ,K, A 2 1 '2" BRASS D !'S K, - - - - - — - PATR�CK A. '7HOMAS STA. 197+92.82 TO STX 208+29-44 7a7 J DA7� C'01�VPLETED F,:.[. 7-,1�1-81, ELZV�=130'5-�,Z5 SE: �N ', , L �7y :)NCRETE CYUNDER, C AR L01 3 A. 71NEDA NX ClNh_ - PU3� iC WCRKS/�_ EN .11, OR 0� G i N E EIR "0�- 96 i �i - I 7 3 C, 0 /49 R.C.E. NO. 44223 HEF-7 4AOF15 j;, -i NAND 2 9. AS "1 1 STREET IMPROVEMENT PLAN R.C.Z. NO � m EXPIRES: IS It, Cko$..S. RC-4 M TABLE LM ILENGTH I BEAR 15' N5.812'1 O'E 2 132,8 3 548,43'NE7'31'261, 4. 51.91" N7 '4S'1S 1 E 5 5a 14' N`70-46'18"_�j 04 cc r +CO 20 CUT. 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L RELOCATE EXISTING TELEPHONE BY J T 1 L TY COM; G NOTE CAYJ RT -bNE-/ GRADING PERMISSION PER iNST. #93692 7, __j MAINTENANCE RESPONSIBILI 7( OF ALL GRADED SLOPES WILL BE TRANSFERRED TO THE _;,P�TED 10/24/87 CL PROPERTY OWNER ONE -YE' 77" 777-� ELOCATE EXISTING GUARD POSTS ANC FIRE HYDRANT PER DETAIL 2 ON SHEET 2. TOP OF SLOPE SL _V9 AR FROM, THE DATE ON 'AlHiCli THE HYDROSEEDING OF THE SLOPES t'S COMPLETED ,PER COVEN' ANT AND 4CRF_EMENT,,. SE ENT / AD�YLIST TO GRADE EXISTING A1,47"EIR VALVE LID AND COVER. SLOPE EA, 7 Z ALL BE OBiA 7� CONSTRUCT S�L)E`NALK WDENING PER CDUNTY Of Ri","ERSIDE STANDAK NO. 4' 010 jo 7 - REMOVE EXISTING TR 7. ENVIRONMENTAL CLEARANCE SH T !Ntl) PJR[Ok�`TO__ 01 AN" S PIR E,-- A R E D R r2 Underground Service Alert REMDVAL OF EXISTING TREE(S;, I MODIRED WITH, 5 -FOOT TRANSI710N AND LENGTH OF WIDENED SIDE 10.0 FT. -L FREE RELOCATE EXISTNG MEANDERING FENCES. -7 305 ADJUST TO GRADE EXISTING GAS VALVE LID AND COVER. '_) aL- cmtec 1. SEE SHEET NO. 5 FOR STORM DRA'N' i M P F, 3 V E M Z 4 Ts 1 4 .3 1-8 RELOCA71 EXISTING •BACK-FLOW, SITjON 3Z TECHNOLOGY DR. 4100 (942f923-6000' EN ANCES D05-0-111 -0 CVERLAY, OF EX�STIN,3 T'RAF7!0 SIGNAL APPUR -1 C S E- EF '7- RELOCATE EXISTING STREET SIGN. END CONSTRUCTON- RR2�TECT it � --'MS4285 I.P. 140037 LDI 4-2750 (19A9jMkI21 FAA 1) - RV NE. CA Ke 09, Zj I'll, i 1 0 0 — 2 2" 7 — 2 6 C-3 COLDMILL EXISTING AC PA'VEMENT (0,1' MIN', AND CONSTRUCT "VARIABLE DEPTH A" 2. SEE TRAFFIC SIGNAL MODIFICATION Pt ANS FOR DiSPO RT --E)x(. T R TEL IN 7- D R AWN R Y ECKED 9Y Drcwing qa. y 'A E!!A=-� BENCIHMAR� IGNED B)" CHE _REV I:, T L1, I A SCALE C'_`,NTRAC7-1,:R CITY APPROVAL BLOCK, 7 RECCMMEN DEPARTMENT OF PUBLIC WORKS DED SIV a_1AAw A7 --DATE: C117Y OF TEMECULI-%. T HE N,,k 1'3RNER OF THE: IN �Z E V I S E LX4 C, PLAN & PROFtLE AND AlD ➢SEWER R, A NO H 0 0ALFCDPNiA RD AND C Ln ALLE T 4:1 4:1 SLOPE 3 PLiANS UND�Ep, 7-4 UPERViSION OF 1 7- SL TRACT MAP 29353 S7 �ATi()N DPlVEwAY 1 CON7EN7D, 28' N, OF HYDRAN`,C�,.:, 1 7_ W. OF F.F., 1,5' S, OF W0,0�1 7Nr1-E' N� =4,j t �NSPECTCR No. C38639 1� A'C--7_PTZD DA7-: BUTTERFIELD STAGE ROAD AT > DA Z f ® PHASE 3 CORNER BA' RANCHO CALFORNIA ROAD ,K, A 2 1 '2" BRASS D !'S K, - - - - - — - PATR�CK A. '7HOMAS STA. 197+92.82 TO STX 208+29-44 7a7 J DA7� C'01�VPLETED F,:.[. 7-,1�1-81, ELZV�=130'5-�,Z5 SE: �N ', , L �7y :)NCRETE CYUNDER, C AR L01 3 A. 71NEDA NX ClNh_ - PU3� iC WCRKS/�_ EN .11, OR 0� G i N E EIR "0�- 96 i �i - I 7 3 C, 0 /49 R.C.E. NO. 44223 HEF-7 4AOF15 j;, -i NAND 2 9. AS "1 1 STREET IMPROVEMENT PLAN R.C.Z. NO � m EXPIRES: IS It, Cko$..S. 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W, OF P,P., 1.5' S. OF WOOD FENCE -� '! T, �-'PECTCR I � � � . i �! : I ! ! CORNEF CLj7 SACK, A 4' 112" BRASS D�SK!� z � . . � � �� - I � I I � I I x I 5--- N CONCRF-71E CYLINDER - 1; - E) i i � , I �: , - , - j VEFR7CAL - C-0, M P L E T i I ,-. C D i - I L ! 1 - -81, E V.=1 D A 7" I R 25 1 LE 305.535 � I � i I � : " NAVD 25. � AS SIHI�CWN A-IfKl&�L* �Wj 50 1 SAWCUT AND REMOVE EXISTING AC PAVEMENT (D-8 RELOCATE EXISTING MAIL BOXES. 19 CONSTRUCT CONSTRUCT 12" FU1 I DEPTH AC PAVEMENT. CS9 RELOCATE EXISTING STREET SIGN. 4 SCALE IN FEET 1 inch = 40 ft _e---,----oo--e---#----O--40--e---e--,.O--40--*4--40- 0- I DESIGNED BY I 1) R A'All 3Y I CHECKEDI . ; I RECOMMENDE'D BY: -"-V�-,-k--d--4-'-d-,:---D,a,�1E.-* i " ,-- PLAN 1, E SUPERVISION OF A, - I S I" �, (I - 1-- i I I � ACCEPTED BY: P, �,2A-yltl�- I L ,r�-- ,-L,j,, , �_�-,'jkl -;-Ll 04 1 DATE- ('71c,31/15"r I - CARLOS * 4 PATRICK A. THOM,41,S I 'I DIRECTOR OF PUBL�C 'WORKS/CiTY ENGINEER 1-1- A. P 24 R. C. E. N O. 3BEZ-9 EXP!RES: L)3/31/19 - �1 R. .E. NO. 44223 � � I -- . I : ) i I SCALE: HORZ: 1" = 40' VERT: I" = 4' C, C MS4285 I.P. 140037 LD14-2750 C, 11 1 CDraw-ing No. - T T I 0 CITY uf--"'F TEME ULA DEPARTMENT OF PUBLIC WORKS ! 2 I � - I u I I .f) � , I i 1,0 , , I i TRACT MAP # 29353 1 N BUTTERFIELD STAGE ROAD ,Wli� I -!� ; RANCHO CALFORNA ROAD - PHASE 3 10 t", 1 i ,/ � --12: 1 � *\' +00.00 TO STA. 13+80.47 . �,--Iwq- - I STA. 10 I I < � STREET !MPROVEMENT PLAN i SHEET 5A OF 1 5 !�� x- . . IL� � GlIpla , -1. RC -5 ......... .......... 12+00 1+00 19,4, 2+00 00 _J; CX. R'/W PER PARCEL MA�#212514 -EX, P"N PER W -S-, #9369" y.A "A" -11,11,11", FAT 0 10,24/67 N ;,3 p STA, 145+A5A,3 Iw, iJ j�77 q F I E Lil) 0A' CONSTFUCTION NOTES: VE �RT- - 1 2 R Y f-l� �,,l MAIN f A04ED 'N NO. I PER ROCTO WC DWG. NO� CB100, VA STH Si WN 0 ti ... 7777, ..... - �'lt- k -1-MA R01°,. CONSMUCT CA'r H SA'�A RD AS 10 -A`N�01,`HO �,ALT mr, I L;J ',CRT �MUDE' PER PLAN). 1 -0 ON rH SIN ME E PLANS TH CATCH BA N 7 4 C', 5 -j' -[URE NO. :d* PER RCF0 WCO STD. DWO. NO. JS228 QNSlijl?Ucl t.Y"'STRUC ANf,, 7 t"k-3 AS SHOWN ON PROFILES. �4 3�n AN Sl' -L M, H 4daL F NIS D W� Al 94" ROP, -LOA A X, �""E 7 98. 7777 , -;� - - r.ag - , -- I I- 1� � L - 'x -IRV �AIN F- N". I PER R -F0 WCO STD. "IWG. NO. M.H251. L`R CONHiTFUC T MANW)LE 4`,"4.�� -X, SD VANPOLE 4. 0", , 'J, _j 7777 esS7777. _,7777._ 7777CONS'7�UCT 00NORFIFE "��LLAR FOR F, R Rr -C & WCD STD, DWr,. NO. M803. r,p PE F ary OF 'rIEWMLA, �4 N 411, 1�4,1 FR E T, ADJUSI T 0 0 R A 1), E 2 -Ar - RAtCl-K-) G, CON�7RUCT PiPF-- NSLR W -�H OEBM RACIK CAGE, P�P LTR 00L#ffy c* ANSSTANDARD E16� - E V PER CA' z AN -N(J1)91' CALIFORW ROAD NE -1 Cif" B5 T 4 :D W-;, 01" "T, 4 HEAL'iWALJ (07h' 7'(PE A WINGWALLS) 'El" CONCRE PIPE 'C'ULIVERT 7- T� A "C"'L 4, .777 7 j �T REJNFORC 4 41- J, 4 Lu . .... 4 S, A -TRM4� N.,,- LAN' NO. A%, Ck )AR� 2 Alk < x. k)NC,RET,- APF.ON. 4,5 FT OUTSIDE RADUi, GPA E T RAIN 7- t v.77,77 ,e4"7777 7: X, Rz'�`X . ... . ... s r_r,E. Hicx a AV, �y AREA AR3JNL RiSLR IN 'E ROAD i,N r SUl I'ERFIELD STAG -p, T T �CK ''q >'% APRON, LIGHT CLASS METHOD 3 PLACEMENT. i0,xl4'X2 FT �Ii A --ni -A 6-X 0 u "'T 144� 1 q J A -- g (j� A Z. J �f z ... . . .... . ll,:l pr P A U 4 11D I i') /9 ' 4 GL. < x 6 e, --7 STA 191402�97 'F N r J`0'N EX� S7 BOX �` H ' "', " ` zzl�lsl 4 ^ 11 11 0, 1,. T A 1 N D ��'v C� C"", N'l yqs FIFOfOR 'Rr-) v 1 0 -1, 'rA TK"N N T 11 0,1 2 U "W" PEF,` F"ARCE"ll- 'ON LM TABLE 4E Ak V i E LM �LEW,� EARM 3 . .. ... 'X, R',`# f,`E'P N'ST. #9,3692 )-iN A L R 6 A r, r. Z-1 U D i je.y If 's i 1, 1 `��85' NR,6'22l'- CURVE TABUE A "A T A, 'D L 'TEE Tt DELTA n' V 2 l -'P 01JRVE RADKJS � Ll- , � Z"-;, D,� , TANGENT J, .......... v 22-r"' `0-48'! 4-1 i 1 9 30'� 22-50i, ?2 2 3'41'1,5" A,,ANCII�l PEIRVII'Si�C�N 22,50' 25.75' i 99'52'24' 7' ANS PR.'[PARED BY - 4 1"Q A 2 39 L Kel V 7'1 2"E 4 Stantec 1 7 Z 11'� 1 C 2 7F r N�DLQ , L,Rl ft `44 1� 92 E", L X RVNE Cil'42615 9A 9 -12 Fj AX 2 Y 15111 7 E13PJ L �/28/19 rAP C N77A IJQ F� lu—`�jhai "N 5 , N DATE COMPLEE-i-L-D, Sz^r,ALEt t V J#'EEI main= I.P. 140,0137 AIN!'�,,' Br,,' -�EPAR-11, IIE V-N'r OF PUBLO WORKS "ll" ME CULA C I 7777 I P, N A , 7777 A!, c AR'�— F L! Yr nJ - k TRACT MAP 29353 A;,t. ..Z i BUTTERFELD STAGE ROAD AT A i 1%,: P 7777, RANCHO CALIFORNIA ROAD - PHASE 3 . .777,7.. ... J STORM DRAIN 1APROVEMENT PLAN c�jvtt. LQ"ll `� � , , " ," - - P, S,�l, v AO, 'e, E, N 4 A', LAYOUT AND PROFL,E . .... .. .... A ZZ LD1 --2750 IN Drawng No. 5l4f-7ET6BQFl5 11, RC -6p N,,� A V 'N' ANT, k Z R,EkA`3f,",D �JNE 1 --d A 4 2 �N-ER",)FC7VfN At E?, 6 ON RN �j 5, N Sz^r,ALEt t V J#'EEI main= I.P. 140,0137 AIN!'�,,' Br,,' -�EPAR-11, IIE V-N'r OF PUBLO WORKS "ll" ME CULA C I 7777 I P, N A , 7777 A!, c AR'�— F L! Yr nJ - k TRACT MAP 29353 A;,t. ..Z i BUTTERFELD STAGE ROAD AT A i 1%,: P 7777, RANCHO CALIFORNIA ROAD - PHASE 3 . .777,7.. ... J STORM DRAIN 1APROVEMENT PLAN c�jvtt. LQ"ll `� � , , " ," - - P, S,�l, v AO, 'e, E, N 4 A', LAYOUT AND PROFL,E . .... .. .... A ZZ LD1 --2750 IN Drawng No. 5l4f-7ET6BQFl5 11, RC -6p w': AREA ARED BY: IT—USCOVERY SUf�7-2.2 PVNE CA 9261, NSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMIPLE7ED Inc RS - SURVEYORS 1 'D L, Underground Service Alert 4 Cad: TOL-L FRE7.' stantec SO`, ,227 - 260' 38 TECHNOLOGY DR. 1W 100 J IRVINE, CA 92618 BY 7A CY47Z< E ,CC SENC- H CAPE REVISED REVISED COMI"ANY LOGO, DIR. OF F;k(Ay4 114 AT 7'HE N.W. CORINER OF THE �N-. OF RANCHO CALIFORNIA RD AND CALLE CONTENT3, 28 N. OF F -'RE , "1 107 WOOD FENCE ON CORNER CU- EACK, A 2 1/2" BRASS 1);ISK SET IN CONCRETE CYLINDER. 7-25-81, EI -V,=1305.5` SCALE H0,RlONTAL N C 3 8- 6-33 9 is i 4. C. BUTT ERFELD STAGE ROAD STA 1-10+00.00 TO S-iA 144+65.68 CESIGN-D EY DRAWN 3Y CHECKED BY PLANS PRE.PARED UNDER THE SUPEEWSION OF ------ DATE: IL CARLOS A. PINLDA R.C.E. N 0----- -----38FI39 -------__--EXPIRES: - 03/31../1'& RECOMMENDED 9Y. ACCEPTED BY: PATRICK A. THOMAS C;IRECF PUBS IC WORKSICi-Y ENGINEER —7R �j L R.C.E. NO. 44223 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TRACT MAP * 29353 BUTTERFELDSTAGEROAD AT RANCHO CALIFORNIA ROAD - PHASE 3 CROSS SECTIONS STA. 140+00.00 TO STA. 144+65.68 CROSS SECTIONS LD14-2750 Drowing No. SHEET 70F 5 -p- M. RC -7 NO Q aR� RANCHO CALIFORNIA ROAD ^' RE Q Under round Service Alert E STA 1198+19.44 TO STA 200+42.82 i Coli: TOL-L cFREE {stantec 1 0 �0 22? -200 P 5&_, �Ec7EL,_(.y D 2. #?Eo (94.9) 23-COLO+7EL A RVINE, CA. 92E12 f_942'923-V2!r2,923-V2! TAX l„'uRK !'S AYrS 93 ^qFE I ,fin �s4285 1.P. 14fl037 LD14-2750 _ 4^ f r ,v ne. i t .. ... n ,. vDrawing No. cJl v u t �REVI& NS 7A, ;E ,xti BENCHMARK DESIGNED EY �i��o�1�V B t CHECKED �Y r to „� r SCALE r' E � ft ,w C Y vA E:CITY OFTEMECULA DEPART%4ENT CE PUBLIC WCPKS 26:. CAP r ;e REVISE _CGC9 G�,Y APPR�JvAL BL CK9 .� ,, T _ r r £ REQC MtE uED B ---- -- -- -- — - - A r .L N. W. —3RNER CF H I�N a. j__� T �{�r�' 5'�j�3 CC T' A l JVt �aYL PRI, �R �S7��t n t �.i tc.�iM'. \1 V�t L!FV!\'�,V�!"";. "�\Lt f.}��i I-��RtZ %d\� � � n n . _ („ t - a PLANS PREPARED UNDER THE S'JPERVISiCN CF j -ALLE CORN EN T C, 2E, N. OF Pty j f _ TRACT MAP 29353 .�( . /A 7 ^ : y — 1.5' a r. r , !'. r iR , r}S” „ �.. ! .—.. 4 11±: r .�.� t f �y „- � � � , � c , .� � G � .. 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T-25-81, (- E1. — i 3'.:J ,�]'..: �i I — E....- ..-^-''° C "' ----------e.. 9 —_— ------ EXPIRES: —. ° —.'e---- ` }` R/W < CD z= EY: E- e- zita n c 36 DR. 9 100 (,949; 923-6000 TEL W2) 923-8'21 FAX CONTRACTCR I N S P E C - 71,01ii DATE COMPLETED Underground Service Aiert Carl: TE 1 — 8 1-2 0 — 2 /2, 7 — 2 S r.-,' 0, :EF7CP By 1 R,'—:"V � S I D N S DATE A FENCI-'*MAFRK SCALE CORNER - '7-4E ✓A CAP L1\ RE'dSE L:�GC, Cj7y APPRO`�VkL BUXK, AT N.'A AND PK�FILES 0 P RA N CH -- C—AL7ORNIA RD AND HCRIZONTAL E 0 CALLE CON7 N7 23' Nt'. Oc' 7'!RE S. xi CF W"CD Fl:N-E ON CCRNER CUT H -DR 7 —20' AN W. OF ERTCAL S A Z 1/2" BRASS [)CSK SE:7 IN V ACK CON—FE-E: Cy'LINCER. ' FR. C. D. '71-25-51, E L E V. 3 05 5 35 1"=2 RANCHO CALIFORNIA ROAD SQA 200+50.00 TO STA 203+510.00 I DES!GNED BY DRAWN BY CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF (114 ------------ DATEt Ma CAP�CS 'A. PiNECIA R. C. E. SIO._ ------ EXPIRES: BE 3 10 03/31 /119 0 sl CR, RECOMMENDED BY: --DATE- n ACCEP 'E BY: D ATI: PA7,R!f'K A. THOMAS L7,R71Tv-,�R OF Pl—ELJC 'AORKS/CF7Y ENONEER R.C.E. NO. 44223 M54285 I.P. 140037 LD14-2750 Drowing No. DEPARTMENT OF PUBLIC WORKS CITY OF TEMECULA TRACT MAP * 29353 BUTTE RFIELD STAGE ROAD ATCJ RANCHO CALIFORNIA ROAD - PHASE 3 CROSS SECTIONS STA. 200+50,00 TO STA. 203+50.001 - CROSS SECTIONS SH,7.ET9AOF 15 -205. RC -9 < IN SCALE: < ........ ..... .. ............ . .. .... ...... .... - .................. .... HORZ: 1" = 20' VERT: 1" m 29 .......... .... ............... < CD z= EY: E- e- zita n c 36 DR. 9 100 (,949; 923-6000 TEL W2) 923-8'21 FAX CONTRACTCR I N S P E C - 71,01ii DATE COMPLETED Underground Service Aiert Carl: TE 1 — 8 1-2 0 — 2 /2, 7 — 2 S r.-,' 0, :EF7CP By 1 R,'—:"V � S I D N S DATE A FENCI-'*MAFRK SCALE CORNER - '7-4E ✓A CAP L1\ RE'dSE L:�GC, Cj7y APPRO`�VkL BUXK, AT N.'A AND PK�FILES 0 P RA N CH -- C—AL7ORNIA RD AND HCRIZONTAL E 0 CALLE CON7 N7 23' Nt'. Oc' 7'!RE S. xi CF W"CD Fl:N-E ON CCRNER CUT H -DR 7 —20' AN W. OF ERTCAL S A Z 1/2" BRASS [)CSK SE:7 IN V ACK CON—FE-E: Cy'LINCER. ' FR. C. D. '71-25-51, E L E V. 3 05 5 35 1"=2 RANCHO CALIFORNIA ROAD SQA 200+50.00 TO STA 203+510.00 I DES!GNED BY DRAWN BY CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF (114 ------------ DATEt Ma CAP�CS 'A. PiNECIA R. C. E. SIO._ ------ EXPIRES: BE 3 10 03/31 /119 0 sl CR, RECOMMENDED BY: --DATE- n ACCEP 'E BY: D ATI: PA7,R!f'K A. THOMAS L7,R71Tv-,�R OF Pl—ELJC 'AORKS/CF7Y ENONEER R.C.E. NO. 44223 M54285 I.P. 140037 LD14-2750 Drowing No. DEPARTMENT OF PUBLIC WORKS CITY OF TEMECULA TRACT MAP * 29353 BUTTE RFIELD STAGE ROAD ATCJ RANCHO CALIFORNIA ROAD - PHASE 3 CROSS SECTIONS STA. 200+50,00 TO STA. 203+50.001 - CROSS SECTIONS SH,7.ET9AOF 15 -205. RC -9 P Ca�l: T01.1 FREE Stantec 0 —2600 1-80 —227 38 TECHNOLOGY DR. 4100 (24 9) 923-6000 TEL -4Yc� PF_- 7N� FVINE� CA 92613 (94 a' E92M 121 FA, . I X C V N T 'Z A C 7 0, R !INSPECTOR DATE-Cltvl�LETED A,7_1 BY i RE "JI S;, ON S 28/11 CAP RE%lSE L0,G0, CtTY APPROVAL AND PROFILES DATE: !;ACC E -j! SENCHYARK 11 tA 1-l'"Si A7 THE N.W. CORNER OF THE iN`, OF RANCHO CALIFORNIA, RD, AND CAL E CONTEN7C, 28' N. OF FIRE 1.5' W. OF 1.5 S. OF WCOLD FENCE CN CORNER RACK, A 2 1/2" BRASS -7;':SK SET IN OONCR-7E LUNDER. 7-25-51, FLEW 13C;5.535 SICALE R N1, pS A. HORIZONTAL =20' VE R7 CA L DESiGNED BY DRAWN BY RANCHO CALIFORNIA ROAD STA 204+00.00 TO STA 208+50.00 CHECKED BY zlPLANS PREPARED UNDER 'HE SUPERVISION Cc' Ile --------- --DATE: CARLOS A.`,•,PAEDA 03/31/19 ------ — EXPIRES: RECOMMENDED BY. IL ACCEPTED BY: 4 TE: j -7 PATRICK A. DIRECTOR OF P`_J2L!iC WORKS/CITY ENGINEER R.C.E. NO. 44223 MS4285 I.P. 140037 LD14-2750 IDircwing No. DEPARTMENT OF PUBLIC WORKS TRACT MAP * 29353 BUTTERFIELD STAGE ROAD AT RANCHO CALIFORNIA ROAD - PHASE 3 CROSS SECTIONS STA, 204+00.00 TO STA, 208+60.00 CROSS SECTIONS SHEET10AOF 15 Ku-lu -two--x. PkE�A�EL; E'Y: __000� i j 14 ri C Al r4 i Can i '—Inc ENICP _. ANNEItsRS LRVEYORS SUITE 250 (5;0;14DG TEL RIO; CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED DATE; BY ' 027JIS! CAP IT ul V1 vull lu•v uu lu & Coll: 70DI"L FREE -Stantec 1-800-227-2600 38 TECHNOLOGY DR. #100 IRVINE, CA 92618 RE`, S� 0 N S OATE AUC'Dll BENCHkiARK REVISED COMPANY LX0,1DIR-7IF FWlipAlft 1-M-4 AT -HIE I4.*. CORNER OF THE INIT. OF ALIFORNIA � i LLE RAN HC RV AND, CA; CONTENT , 2S' N. 07FIRE HYDRAN7, 'I.F WOF P.R., 1.5' S. OF WOOD FENCE CN CORNER CST BACK, A 2 112- BRASS DISK SET N CON'CRE7E CYLINDIFP. R.G.D.CT-25-81, ELEV,=1305.535 NAVD 29. SCALE HORIZONTAL 1"=40' Epi C AS SHOWN e 0 Essi4 FIRST ROW OF BAGS TO BE HALF BURIED 2BAGS —I HIGH MIN. -SANDBAGS (TYP,) ELEVATION GRAVEL BAG VELOCITY REDUCER NOT Ta SCALE y. ............. SECTION "A -A" GRAVEL BAG CHECK DAM AT CATCH BASIN NOT TO SCALE 8" MIN. 0 FIBER ROLL TO BE INST A MAX. OF 4" INTO THE GROUND DESIGNED BY 4 I 41 Ic 3/4"x3/4" AND MIN. LENGTH OF 2' WOODEN STAKE (TYP,) 0 4' MAX. SPACING O.C. FIBER ROLL SPACING EROSION & SEDWNT NOTES 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY 20' MAX. TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, 15' IMAX.j GUTTERS, CONCRETE -LINED V -DITCHES, STORM DRAINS, FLOW -LINES, INLETS, OUTLETS, etC.). ALL 10' MAX. NON -PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. 2. BEST MANAGEMENT PRACTICES (BMPI's) YEAR-ROUND, POLLUTIO' PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP's), MUST BE INSTALLED PRIOR TO ANY FIELD ACTI;, �TtES. BMP HANDBOOKS CAN BE DOWNLOADED AT AWW,CABMPdLNDBOQtS,COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR Esc MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIATIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. a. al2aKEP-LING OF ELP_:g. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITILIATZNS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE. 3. EROSION AND SEDIMENT CONTROLS, ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, AIMAC DENT PROPERTIES, ENVIRONMENTALLY SENSITIvE AREAS AND ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. a. EROSION CONTROLS, EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED To APPLYIN0, AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10 -MIL), POLYPROPYLENE MATS, SPRAY -ON CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 lb /acre OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 got/acre. THE CITY ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. b. SEVjULN_L_Cj_0NTR0L& SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO,. DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 3/4- GRAVEL), CHECK CAMS, DRAINAGE INLET PROTECTION, etc. FIBER ROLLS SHALL BE INSTALLED IN 15 -FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL -BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. 4. STATE CONSTRUCTIIQN GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK 'LEVEL DETERMINATION NUMBER ANI) THE QUALIFIED "STORM WATER POLLUTION PREVENTION PLAN" I'S'A'PPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A S'WPPP SHALL BE IMPLEMENTED, THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: 'A`WW.WATERBOARDS.CA.GCV/WATER ISSUES/PRGGRAMS/STORMNATER/CONSTRUCTION. 5. PERIMETER , T12N, PERIMETER PROTECTION MUST BE INSTALLED 0 ANY PRIOR T CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED ATE LI TO AREAS THAT 'WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTi%/E SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. 6. CONSTRUCTION ACCESS POINTS CONSTRUCTION ACCESS POINTS SHIALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, etc.) SHALL ALSO BE PROTECTED W!77H ROCK TO PREVENT TRACK -OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. D VACUUM SWEEPERS SHALL BE USED WHEN STREET SOFEFIING BECCA4ES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 7. DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING To THE GUIDANCE PROVIDED IN CASQA's CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING "PONDED WATER -DO NOT ENTER", OR AN EQUIVALENT WARNING NO 7 CE. SHALL BE POSTED. JERIAL SjaB_AaL MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, Lj PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL o BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT -OF WAYS AND FLOW -LINES AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES, ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. < 9. CONSTRUCTION LA CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS. SHALL BE PLACED IN -Ea. WATER -TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE N! 7 PROVIDED FOR CONCRETE, FAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL. BE LINED WITH o< < PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, etc. PRIOR TO ANY Lo FORECAST RAIN, BINS AND WASH -OUTS SHALL BE COVERED WITH UDS OR PLASTIC TARPS. CD n < 10. 5LQ_Pj_ PROTECTION. STORM STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES 'WITHOUT LL.1 < Z PERMANENT DOWN INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL V) SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED, THERE SHALL BE 10G% SLOPE PROTECTION IN >_ PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 11. EQEjLD.LE_VjX�R ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL -BAGS PLACED ON THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. w'. < 12. MAINTENANCE, ALL ONSITE AND OFFSITE FLOW LINES (i.e., V -AND BROW -DITCHES, TERRACE DRAINS, 2 Li RIBBON GUTTERS, CURB GUTTERS, etc.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, z CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT CONSTRUCTION L' < MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORA72D ESC MEASURES YEAR-ROUND. Lj 13. 0LS_TEQjT_lD_N$_ NO OBSTRUCTIONS, OTHER THAN BMP's, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY < ENGINEER. o> 14. OTHER INSTRUCTION NOTES, REFER TO SEPARATE NOTES FOR -GENERAL., -GRADING- AND -PAVING- REQUIREMENTS. 0 < DISCHARGER CONTACT INFORMATION: Li A (RESPONSIBLE PERSON} (COMPANY) (24 ON) -HOUR PHONE NUMBER) Lj < PkE�A�EL; E'Y: __000� i j 14 ri C Al r4 i Can i '—Inc ENICP _. ANNEItsRS LRVEYORS SUITE 250 (5;0;14DG TEL RIO; CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED DATE; BY ' 027JIS! CAP IT ul V1 vull lu•v uu lu & Coll: 70DI"L FREE -Stantec 1-800-227-2600 38 TECHNOLOGY DR. #100 IRVINE, CA 92618 RE`, S� 0 N S OATE AUC'Dll BENCHkiARK REVISED COMPANY LX0,1DIR-7IF FWlipAlft 1-M-4 AT -HIE I4.*. CORNER OF THE INIT. OF ALIFORNIA � i LLE RAN HC RV AND, CA; CONTENT , 2S' N. 07FIRE HYDRAN7, 'I.F WOF P.R., 1.5' S. OF WOOD FENCE CN CORNER CST BACK, A 2 112- BRASS DISK SET N CON'CRE7E CYLINDIFP. R.G.D.CT-25-81, ELEV,=1305.535 NAVD 29. SCALE HORIZONTAL 1"=40' Epi C AS SHOWN e 0 Essi4 FIRST ROW OF BAGS TO BE HALF BURIED 2BAGS —I HIGH MIN. -SANDBAGS (TYP,) ELEVATION GRAVEL BAG VELOCITY REDUCER NOT Ta SCALE y. ............. SECTION "A -A" GRAVEL BAG CHECK DAM AT CATCH BASIN NOT TO SCALE 8" MIN. 0 FIBER ROLL TO BE INST A MAX. OF 4" INTO THE GROUND DESIGNED BY 4 I 41 Ic 3/4"x3/4" AND MIN. LENGTH OF 2' WOODEN STAKE (TYP,) 0 4' MAX. SPACING O.C. FIBER ROLL SPACING SLOPE 1NOLINATION INTERVAL 4,1 1q 1,-, - _:v) OR FLATTER 20' MAX. BE', 4: 2:1 (H:V) 15' IMAX.j ') OR GREATER 10' MAX. DRA"AiN, BY 20=6 CHECKED BY PLANS Pj�`"� AIRED LNDER THE SUPERVISION OF DATE: lill-T CARLOS A. P�INEDA R.C.E. N O. El C, 3 9 EXPIRES: RE C 0 M KAI EN D E D 5 Y- D A 7 E: ACCEPTED BY:- yr -41,A nAt PA RICK A.Y'H'OMAS DiRECTOR, OF PU,31_10 WORKS/CiTY ENGiNEFR R.C.E. NO. 44223 CONSTRUCTION NOTES: 01 COkSTRUCT GRAVEL BAG VELOCITY REDUCER PER DETAIL HEREON. 02 CONSTRUCT GRAVEL BAG AROUND CATCH BASINS PER DETAIL HEREON (D HYDROSEED SLOPES (BONDED FIBER MATRIX MULCH). 04 INSTALL FIBER ROLLS PER BMP SE -5 AND DETAIL HEREON. 05 ROLLED EROSION CONTROL PRODUCT, TYPE "B' (700 GRAMS PER SOUARE METER OR HEAVIER WIT4 50% OR LESS OPEN AREA). INSTALLED PER CALTRANS STANDARD PLAN H52. .2RAVELBAGS .................................. ............. I ........................................ HYDROSEEDING.................... ...... 11........ ....,...,,,..............................I-. FIBERROLLS.., ................ .. ........ I ...... I ................ DRAINAGE DIRECTION ..................................... I ...... I .............................. QUANTITIES: 42 EA. 3 EA. 313,26 S.F. 313,26 S.F. CT T CITY TEME CEPARTMENT CF PUBLIC WORKS '0-"F ULA TRACT MAP * 29353 BUTTERFIELD STAGE ROAD AT RANCHO CALFORNIA ROAD - PHASE 3 EROSION AND SEDUENT CONTROL PLAN ve LD14--2750 1,5 O SHEET OF 1511 `f&4b -S. RC -11 A n Ej CU N 1 � am .5 TyP��.' '' �LJMIT OF GRADING NIL, BUTTERFIELD STAGE ROAD ARAMADA PLACE )N STA. 199+22,10 RANCHO CALIFORNIA ROAD 00 ARMADA PLACE CONSTRUCTION NOTES: CONSTRUCT GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET 11. 02 CONSTRUCT GRAVEL BAG AROUND CATCH BASINS PER DETAIL ON SHEET 11. (�) HYDROSEED SLOPES (BONDED FIBER MATRIX MULCH). 0 INSTALL FIBER ROLLS PER BMP SE -5 AND DETAIL ON SHEET 11. ROLLED EROSION CONTROL PRODUCT, TYPE -8- (700 GRAMS PER SQUARE METER OR HEAVIER WTH 50% OR LESS OPEN AREA). INSTALLED PER CALTIRANS STANDARD PLAN H52. A" P L A N -S P E'PA 7 7- D b tam e- c 1 38 7ECHNOLOGY DR. 4100 (949� 223-�SCOC 7EL (N ;� (9A9')923 -E121 FAX U C ,N py CAP CONTRACIOR I N S P E' --'TC DATE --CMDLETED Mt Und 0 &, erground Service Alert Cal!: TCL -L_ FREE 1 - 8, C 0 - 2 2 '/-7 — `600 F- REV!SIONS I D A 7E A 0 O'Dil BENCHMARK 5C'ALE INT. OF S A. REVISE LOGC, Ci7y APPROVAL 41E N.W. CORNER OF THE 1. � R�N IV E C Z ON TAL AND EkS7ING BACKGRC)UND FANCH`L� CAL!FORNIA RD AND CALL CDN7ENTO, 28' N. OF FIPE HrDRAN-� 1.-` -N W. OF RP., 1,5' S, OF 'NOOD FENCE 0 4 C' No. C38639 CORNER C'U7 BACK, A 2 1 /2" BRASS D!SK' CPE7 SE7' IN CON i E CYLINDEF. VERT!CAL Cm, I �Ar RCD T-2-81, El EV.='305.535 N AV A'S SHOVVIi D' 29. 4,4< 4 DESIGNE'D BY DRAM BY SCALE IN FEET 1 inch = 40 ft. CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF DATE: CARL 0 A. ;NED,9 R.C.E. NO. 35= 3 9 EXPIRES: m RECOMMENDED Y: f&6�, ATE: 7 Pf ACCEPTED B — y PATRICK A. 7H,0KAAS I DIRECTOR OF PUBLIC W0RKS/'C'I-jY ENSINEER NO. 44223 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TRACT MAP * 29353 BUTTERFIELD STAGE ROAD AT RANCHO CALIFORNIA ROAD - PHASE 3 EROSION AND SEDIMENT CONTROL PLAN LD 14— 2750 Drawir,g No. SHEET12ACF1 5 43 RC -12 PROP. EDGE OF R, PAVaiENT -7 04- 24 RCD 207+CC) OF GRADING 4 T YP- 208 +00 � LIWT OF GRADING IOAD '5 2C)q+ EX. EDGE OF PAVEMENT RANCHO CALIFORNIA RC"ACS- R- DMiT OF GRADING -j - 05 ��,Q3 &4 Mt Und 0 &, erground Service Alert Cal!: TCL -L_ FREE 1 - 8, C 0 - 2 2 '/-7 — `600 F- REV!SIONS I D A 7E A 0 O'Dil BENCHMARK 5C'ALE INT. OF S A. REVISE LOGC, Ci7y APPROVAL 41E N.W. CORNER OF THE 1. � R�N IV E C Z ON TAL AND EkS7ING BACKGRC)UND FANCH`L� CAL!FORNIA RD AND CALL CDN7ENTO, 28' N. OF FIPE HrDRAN-� 1.-` -N W. OF RP., 1,5' S, OF 'NOOD FENCE 0 4 C' No. C38639 CORNER C'U7 BACK, A 2 1 /2" BRASS D!SK' CPE7 SE7' IN CON i E CYLINDEF. VERT!CAL Cm, I �Ar RCD T-2-81, El EV.='305.535 N AV A'S SHOVVIi D' 29. 4,4< 4 DESIGNE'D BY DRAM BY SCALE IN FEET 1 inch = 40 ft. CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF DATE: CARL 0 A. ;NED,9 R.C.E. NO. 35= 3 9 EXPIRES: m RECOMMENDED Y: f&6�, ATE: 7 Pf ACCEPTED B — y PATRICK A. 7H,0KAAS I DIRECTOR OF PUBLIC W0RKS/'C'I-jY ENSINEER NO. 44223 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TRACT MAP * 29353 BUTTERFIELD STAGE ROAD AT RANCHO CALIFORNIA ROAD - PHASE 3 EROSION AND SEDIMENT CONTROL PLAN LD 14— 2750 Drawir,g No. SHEET12ACF1 5 43 RC -12 a- 0 U LL" PROTECT EX. POWER POLE 4- & GUY SIRE DAYLIGHT LINE :4 PROP. 8" DIKE SAWCUT & 'ONST. TOP'OF NEIN PAVEMENT SLOPE-\ 2%SEE SZC70NS IN DAYUGHT- > EX. GRADE gX I<Z PROTECT M EX. EX. TREE TYPICAL SECTION oDn77�'T -POWER POLE T S T, & GUY WIRE 7 CONSTRUCMN NOTES. (D PLACE 0.45' AC PAVEMENT OVER 1.00' CRUSHED AGGREGATE PER TYPICAL SECTION � j5 SAWCUT AND REMOVE EXISTING AC PAVEMENT 07 CONSTRUCT 8" AC DIKE PER COUNTY OF RIVERSIDE STD. 212. 27 RELOCATE EXISTING MEANDERING FENCES. 303 COLDM!LL EXISTING AC PAVEMENT (0.1' MIN) AND CONSTRUCT VARIABLE DEPTH AC OVERLAY. 34 REMOVE EXISTING INTERFERING TREES. ENVIRONMENTAL CLEARANCE SHALL BE OBTAINED PRIOR TO REMOVAL OF EXISTING TREE(S). 40 RELOCATE EXISTING ELEC. SIGN AND PULL BOX. TOP OF SLOPE - --------- RELOCATE EXISTING SEWER CLEANOUT AND SIGN. ,E ........ .. ..... ....... ...... . ..... /-R/w Rp I f!mI5+!Iqq N@'i bla me c 38 TECHNOLOGY DR. #100 (S49)923-CRDOC TEL MVINE. CA 92618 {949}923-6121 FAX CONSTRUCTION RECORD DATE! BY :6/28P8 CAP CCNTRACT R INSPECTOR DATE COVF;-E-;ED p. Underground Service Alert • �_Cjj�: 70LL FReEE i L 1p /_10 Liu �FE YOL D'S r A -rC' npqjr�k�;:n BY r�DAWM mv py A 7, 0=k�'LJk , A M6,- i SCALA -IFTV 1---U 9rU_N 4VC"T TT A Iwv I i f NEW SHEET 13 AT THE N.W. CORNER OF THE INT. OF RANCHO CADFOPNA RE) AND CALVE CONTEN770, 25' N. OF FRE HYDRAN7-, W. OF F,P., 1.5 S. CF "NOCD FENCE ON CORNER �` BACK, A, 2 11,12" BRASS D'SK SE 7 �j "CZ. CRETE CYLINDER. P.C.D. EL V.=73105.535 N A VID 2P,. A. A.p/, < N\1 > Iz- 1 DRIZON TAL RADPJS TANGENT 4f-C 328.83' "ERT!"N No. C38639 L A'S SHOWN -17 OF, C A,_\; N70'48'18" 28,05' < 136.59' 416'53" 1828.100' 68.33' 268-93' N68*40'11"E 47.17' N73*33'12"E < 07D < ME PLANS PREPARED BY: LL" PROTECT EX. POWER POLE 4- & GUY SIRE DAYLIGHT LINE :4 PROP. 8" DIKE SAWCUT & 'ONST. TOP'OF NEIN PAVEMENT SLOPE-\ 2%SEE SZC70NS IN DAYUGHT- > EX. GRADE gX I<Z PROTECT M EX. EX. TREE TYPICAL SECTION oDn77�'T -POWER POLE T S T, & GUY WIRE 7 CONSTRUCMN NOTES. (D PLACE 0.45' AC PAVEMENT OVER 1.00' CRUSHED AGGREGATE PER TYPICAL SECTION � j5 SAWCUT AND REMOVE EXISTING AC PAVEMENT 07 CONSTRUCT 8" AC DIKE PER COUNTY OF RIVERSIDE STD. 212. 27 RELOCATE EXISTING MEANDERING FENCES. 303 COLDM!LL EXISTING AC PAVEMENT (0.1' MIN) AND CONSTRUCT VARIABLE DEPTH AC OVERLAY. 34 REMOVE EXISTING INTERFERING TREES. ENVIRONMENTAL CLEARANCE SHALL BE OBTAINED PRIOR TO REMOVAL OF EXISTING TREE(S). 40 RELOCATE EXISTING ELEC. SIGN AND PULL BOX. TOP OF SLOPE - --------- RELOCATE EXISTING SEWER CLEANOUT AND SIGN. ,E ........ .. ..... ....... ...... . ..... /-R/w Rp I f!mI5+!Iqq N@'i bla me c 38 TECHNOLOGY DR. #100 (S49)923-CRDOC TEL MVINE. CA 92618 {949}923-6121 FAX CONSTRUCTION RECORD DATE! BY :6/28P8 CAP CCNTRACT R INSPECTOR DATE COVF;-E-;ED p. Underground Service Alert • �_Cjj�: 70LL FReEE i L 1p /_10 Liu �FE YOL D'S r A -rC' npqjr�k�;:n BY r�DAWM mv py A 7, 0=k�'LJk , A M6,- i SCALA -IFTV 1---U 9rU_N 4VC"T TT A Iwv I i f NEW SHEET 13 AT THE N.W. CORNER OF THE INT. OF RANCHO CADFOPNA RE) AND CALVE CONTEN770, 25' N. OF FRE HYDRAN7-, W. OF F,P., 1.5 S. CF "NOCD FENCE ON CORNER �` BACK, A, 2 11,12" BRASS D'SK SE 7 �j "CZ. CRETE CYLINDER. P.C.D. EL V.=73105.535 N A VID 2P,. PLANS PRF'PARED UNDER THE SUPERVISION OF 7 ,, DATE. bii if M/6 C'ARLOS k""PiNEDA R.C.C. NO. 355732 EXPIRES: 03/31X13 RECOMMENDED BY. 4AL4 ATE: V" 10001' DATF: ACCEPTEC BY: f — PATR:,:�K A. 7HOMAS 1_\ ECTOP OF PUSii` NCRKS/C7'Y ENC NITER C[RECTOP � I- I : - � C_ R.C.E. NO. 44223 I ALIMMENT TABLE I NO. A. A.p/, < N\1 > Iz- 1 DRIZON TAL RADPJS TANGENT 4f-C 328.83' "ERT!"N No. C38639 L A'S SHOWN -17 OF, C A,_\; PLANS PRF'PARED UNDER THE SUPERVISION OF 7 ,, DATE. bii if M/6 C'ARLOS k""PiNEDA R.C.C. NO. 355732 EXPIRES: 03/31X13 RECOMMENDED BY. 4AL4 ATE: V" 10001' DATF: ACCEPTEC BY: f — PATR:,:�K A. 7HOMAS 1_\ ECTOP OF PUSii` NCRKS/C7'Y ENC NITER C[RECTOP � I- I : - � C_ R.C.E. NO. 44223 I ALIMMENT TABLE I NO. LENGTH BEARING ©R DELTA RADPJS TANGENT < 1) 328.83' 10'28'01" 1800.00' 164.87' 51.91' N70'48'18" 28,05' N70-48'1 8'E" 136.59' 416'53" 1828.100' 68.33' 268-93' N68*40'11"E 47.17' N73*33'12"E MS4285 I.P. 140037 LD14-2750 I Drawing No. DEPARTMENT OF 'PUBLIC WORKS 0 RANCHO CALFORNIA ROAD STA. 200+42.82 TO STA. 206+10.59 STREET FAPROVEMENT PLAN SHEET 13 CF 15 10 AB -1 bta ave m-- c 38 TECHNCLOGY DR, *IDL` (94,9) 923-60DO TEL €RV!IqE. CA 92Si 8 (94?' 923-612? =AX CONSTRjr-710N RECORD CONTP,4CTCI,R INSPECTOR, DATE 0"C'MPLETED Underground Service Alert Ccii: TOLL FREE 1-800-227-26r00 -'s EE ,.E 1 E14 [)A T7 4 DAT E BY S E N C HMA R �e C R SHEET SH� 14 AT 7HE N.W. CORNER O7F HE r!,47. I -OF RANCHO CALIFORNfA R:) AND C45LLE -�ON7--N7C, 28 N, ()F HV71C p. P. S. RANT, W. C�7 OF WOOD Z E N C E 0 N CORNER CUT 8 ACK, A 2 EDRASS D�SK SE -7 'N -7 CONCR CY tNDER, ELE'V,=1305.5325 RANCHO CALFORMA ROAD STA 201+50.,,f],0 TO STA 204+50.00 DESiGNED BY D R AWN BY CHECKED BY SCALE H 0 R Z 0 N T 4k' -T PLANS PREPARED UNIDER THE SUPERVISION OF "GU tit it N,. C3863 - -DATE: K", CARLOS, A. P�NEUA' Q, =2' XPR03/31/19 . . . -----------------------FI7-S: - RECOMMENDED BY. J�__416�4_yzvi_*_OATE: ACCEPTED BY* DATE. PATRICK A. S DIRECTOR R OF PUSLiC WORKS/CI 17Y ENGINEER 1 i R.C.E. NO. 44223 MS4285 I.P. 140037 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS LD14-2750 Drawing No. RANCHO CALFORNIA ROAD CROSS SECTIONS STA. 201+50.00 TO STA. 204+50.00 140F 15 SHEE- CROSS SECTIONS i I I 9La-z AB -2 o LLJ P! -ANS PREPARED 6": bta ave m-- c 38 TECHNCLOGY DR, *IDL` (94,9) 923-60DO TEL €RV!IqE. CA 92Si 8 (94?' 923-612? =AX CONSTRjr-710N RECORD CONTP,4CTCI,R INSPECTOR, DATE 0"C'MPLETED Underground Service Alert Ccii: TOLL FREE 1-800-227-26r00 -'s EE ,.E 1 E14 [)A T7 4 DAT E BY S E N C HMA R �e C R SHEET SH� 14 AT 7HE N.W. CORNER O7F HE r!,47. I -OF RANCHO CALIFORNfA R:) AND C45LLE -�ON7--N7C, 28 N, ()F HV71C p. P. S. RANT, W. C�7 OF WOOD Z E N C E 0 N CORNER CUT 8 ACK, A 2 EDRASS D�SK SE -7 'N -7 CONCR CY tNDER, ELE'V,=1305.5325 RANCHO CALFORMA ROAD STA 201+50.,,f],0 TO STA 204+50.00 DESiGNED BY D R AWN BY CHECKED BY SCALE H 0 R Z 0 N T 4k' -T PLANS PREPARED UNIDER THE SUPERVISION OF "GU tit it N,. C3863 - -DATE: K", CARLOS, A. P�NEUA' Q, =2' XPR03/31/19 . . . -----------------------FI7-S: - RECOMMENDED BY. J�__416�4_yzvi_*_OATE: ACCEPTED BY* DATE. PATRICK A. S DIRECTOR R OF PUSLiC WORKS/CI 17Y ENGINEER 1 i R.C.E. NO. 44223 MS4285 I.P. 140037 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS LD14-2750 Drawing No. RANCHO CALFORNIA ROAD CROSS SECTIONS STA. 201+50.00 TO STA. 204+50.00 140F 15 SHEE- CROSS SECTIONS i I I 9La-z AB -2 d1w.9- zot-'0 c to 733 'ECHNOLOGY DR. 4'.0-0 (949'923-600C 7=L 1RVNE.CA92618 'q-42 923-6121 FAX CONSTRUCTION RECORD DATE CONTRACTOR INSPECTOR DATE COMPLETED Underground Service Alert TOLL FREE 1-80' U -22f-2600#0 REVISICNS D A TE A 1--C-'-D; BENCHM.ARK CAP Zl\ 4.m-ffs� THE N.W. CORNER CIF THE INl. NE�# SHEET 155 OF RANCHO 44LIFORVA RD AND CALLE 'CONTENT'-', 28' N. OF F(RE HYDRANT, 1.5' W. OF 3 OF WOOD FENCE ON CORNER CUT BACK, A 2 112" BRASS DISK SET IN CONCRETE CYL"NIDER. I R.C.D. T-25-81, ELEV.= 1305.535 SCALE e'OE5S!� HOR€ZONTA 99 1 =20- No. 038639 OF -A 1 m2' STA 200+50.00 TO STA 204+50.00 DES;'GNED By DRAWN BY CHECKED BY PLANS PRkPARED UNDER THE SUPERVI&CON OF ---DATE: C A RLC S A. PINEDA R.C.E. NO.--_------ 3 8 6 3 9 ---___-----EXPIRES: -031131/19-- T - -L3 /3i /19-- RECOMMENDED BY: A C C E P T E D 8 Y: -j-A -- - - - D A -! E: , U -70- rl!l a PATRICK A. 71-fOMAS DIRECTOR OF PJBUC WORKS/CiTY ENGINEER R.C.E. NO. 44223 MS4285 LP. 140037 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RANCHO CALFORNIA ROAD GROSS SECTIONS STA. 205+00.00 TO STA. 206+00.00 CROSS SECTIONS LD1 4-2750 Drawing No. sHEE,-150F 15 AB -3 0 L,ANS PREPARED BY: d1w.9- zot-'0 c to 733 'ECHNOLOGY DR. 4'.0-0 (949'923-600C 7=L 1RVNE.CA92618 'q-42 923-6121 FAX CONSTRUCTION RECORD DATE CONTRACTOR INSPECTOR DATE COMPLETED Underground Service Alert TOLL FREE 1-80' U -22f-2600#0 REVISICNS D A TE A 1--C-'-D; BENCHM.ARK CAP Zl\ 4.m-ffs� THE N.W. CORNER CIF THE INl. NE�# SHEET 155 OF RANCHO 44LIFORVA RD AND CALLE 'CONTENT'-', 28' N. OF F(RE HYDRANT, 1.5' W. OF 3 OF WOOD FENCE ON CORNER CUT BACK, A 2 112" BRASS DISK SET IN CONCRETE CYL"NIDER. I R.C.D. T-25-81, ELEV.= 1305.535 SCALE e'OE5S!� HOR€ZONTA 99 1 =20- No. 038639 OF -A 1 m2' STA 200+50.00 TO STA 204+50.00 DES;'GNED By DRAWN BY CHECKED BY PLANS PRkPARED UNDER THE SUPERVI&CON OF ---DATE: C A RLC S A. PINEDA R.C.E. NO.--_------ 3 8 6 3 9 ---___-----EXPIRES: -031131/19-- T - -L3 /3i /19-- RECOMMENDED BY: A C C E P T E D 8 Y: -j-A -- - - - D A -! E: , U -70- rl!l a PATRICK A. 71-fOMAS DIRECTOR OF PJBUC WORKS/CiTY ENGINEER R.C.E. NO. 44223 MS4285 LP. 140037 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RANCHO CALFORNIA ROAD GROSS SECTIONS STA. 205+00.00 TO STA. 206+00.00 CROSS SECTIONS LD1 4-2750 Drawing No. sHEE,-150F 15 AB -3