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Home My WebLink AboutENG-2019-00480 AND ENG-2019-00485 SIP AND SIGNING AND STRIPING TRACT 37305-1 NICHOLS RANCH PLAN NO. 21-125-21-144-signed GENERAL NOTES-IMPROVEMENT PLANS CITY OF LAKE ELSINORE PROJECT 1. NOTE TO CONTRACTORS.' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE LOCATION PLANS WERE OBTAINED BY A SEARCH AVAILABLE RECORDS APPROVAL E THESE PLANS BY THE CITY OF LAKE ELSINORE DOES TRACT NO. 37305- RIVERS/DE COUNTY NOT CONSTITUTE A REPRESENTATION AS AS TO THE ACCURACY OR COMPLETENESS ENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT THE CONTRACTOR/S REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTE077ON OF ALL U77LI77ES, PIPES OR STRUCTURES WHETHER ICHOLS RD SHOWN ON THESE PLANS OR NOT. ANY U7/LITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR STREET IMPROVEMENT & REPLACED TO THE SA77SFAC77ON OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE NICHOLS RD o 2. ALL WORK SHALL CONFORM TO CITY CODES STANDARD CONTRACTORS RESPONSIBILITY FOR PUBLIC WORKS (LATEST EDITION),E AND STANDARD TRAFFIC 5IGNING AND 5TRIPING PLAN5 enco Nis y Ave >9 z DRAWING OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR Wl7H THESE STANDARDS AND TT 37305-1 " CODES AT ALL 77MES 3. THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS INSPECTOR FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK �� PAREFl_ 1, PM 37465 I 4& 9 CALL FOR INSPEC77ON AT 95/ 674-3124 EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH 5 CITY OF r/luRSDAr. LAKE ELSINORE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL7RANS 7RAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 347-150-036 Sr 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE APN;AT ALL TIMES DURING ��_\�� \ F+ CONSTRUCTON. �--_ A'�� _�\ \ PAF'CFL 2, PM 37465 I L14 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES T \ ��_ ,VI �L APN; 339-200-036 T CSC/\ _ _ EXIS77NG NICHOLS ROAD DEDICA77ON W _ CONTRACTOR SHALL N077FY ALL UTILIrY COMPAN/ES INVOLVED,AT LEAST FORTY-EIGHT 48 HOURS PRIOR TO BEGINNING WORK. THE l \� �-� CONTRACTOR SHALL ALSO CNTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133, AT LEAST FORTY-EIGHT (48) 20 1 19 / \ � \\O�S\ \i -� V4 CANT PER PARCEL MAP NO. 37465 � �-_ - HOURS PR/OR TO BEGINNING WORK. / l 13 �\ --- --Of L - .-- 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL / l 17 / ��_� �� 1RACT BOUNDARY --_-___ _____________-2 ; ____= VICINITY MAP EXIS77NG U77LI77ES SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING OF - l l 16 / r �� \ -�---_= NOT TO SCALE CONS7RUC7/ON. -_ \l / \�/� -_ AD -u QC THOMAS GUIDE,PAGE 836, GRID B7, 2006 8. ALL UNDERGROUND FACILITIES WITH LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND 1 / 14 / -_o _ �- SAN BERNARDINO&RIVERSIDE COUNTY EDITION DRAINAGE FACILI DES SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTON. i � 1 / 1 d // L --- _ - _ __- -- -j- 9. ALL STREET SEC77ONS ARE TENTAT VE. ADD177ONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, 70 DETERMINE 7H£EXACT \\�( l l 1 r T Z = ____ - --- _------- =L11 -/ SEC77ON REQUIRED. SEC77ON THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. �f 0-- 10. ALL EXIS77NG UNDERGROUND UTlLI71ES AND STRUCTURES MUST BE POTHOLED AND ELEVA(IONS VER/F/ED PRIOR 70 CONSTRUCTION 11 119 \/r\ / /10 / 9 d / r-T-T- -- _______-'Q OWNER/APPLICANT CIVIL ENGINEER THE ENGINEER OF RECORD SHALL BE N077FIED ON ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE I _ IN THE FORM OF 'AS BUILT"'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO 7Ef FINAL ACCEPTANCE OF THE ~ _- l 120 1 / l-/'' l 7 / 6 / l l / V NICHOLS ROAD PARTNERS, LLC K&A ENGINEERING, INC. PROJECT 1 113 / //yv�?�� L l J H 1 yn / 1 _----- P.O. BOX 77850 357 N. SHERIDAN STREET, SUITE 717 17. ALL EXIS77NG MONUMENT47/ON DISTURBED OR DESTROYED DURING CONS7RUCT70N SHALL BE REPLACED TO CITY STANDARDS, AS --_ \�1L/ 1 A!! \\L ,(-J, �)lM / / 3 / --- O CORONA, CA 92877 CORONA, CA 92880 APPROVED BY THE CITY ENGINEER. CENTERLINE 77ES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPETON OF THE --_I 121 /// I�� 134 = 01_1/.J / / / / 1 -__ PHONE (951)277-3900 PHONE: (951)279-1800 PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 117 I ----II 1 I _ 1 _�\\ -__ _=-1 / NICHOLS ROAD IMPROVEMENT 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONS7RUC770N WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE - 122 II I I II II -1 y /\ _ _ _ \ l // PLANS PER SEPARATE PLAN O SOILS ENGINEER ISSUANCE OF SAID PERMIT THE CON7RACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CER77FICATF OF INSURANCE AND 116 f S� III 133 / _ \ J l ram`I V REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB S17E DURING THE TOTAL '� _�,� J I I I Z 2 / \ \l I� 'lea TRACT BOUNDARY v �I GEOTEK INC. 77ME OF PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS - �`) 123 III - l l LOT 14u' \�\ _//l � T 1548 NORTH MAPLE STREET 13. /F AN ENCROACHMENT PERMIT/S REQUIRED THROUGH THE DISTRICT NO 8 OFFICE OF CALTRANS, PLEASE MAKE REFERENCE TO THIS 115 __ III �� 132 / / \l 37.1 O-S� CORONA, CA. 92880 FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. N(_ 1 III I I IL--- J '. J PARK SITE to / �� \ CONTACT. ANNA M. SC077 __- 1 I 124 II I / 3 (s51)-710-1160 GENERAL NOTES- TRAFFIC SIGNING AND STRIPING PLAN 114 __ ii ii 131 -____ // 141 _ �/ 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION _ -1 r 125 II II II _ -� // f �ti2\� I I PRIVATE ENGINEER NOTICE TO Tl7E CONTRACTOR. DEPARTMENT, PERMIT SECTON, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED MWN PUBLIC RIGHT-OF-WAY, 113 tt ___ I III Jgp I 1 // LOT 144 d.S. \ \0 13.1 ' / 36.1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT 1\ j/ I I III - \ 5 0-s SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST ENVIRONMENTAL REGULA77ONS DURING THE LIFE OF CONS7RUCTION AC77WRES FOR THIS PROJECT. ADD177ONAL STUDIES AND/OR _ 126 ///1/ II I III � -I AR LVERT I OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS PERMITS MAY BE REQUIRED. ALL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTA 77ON(CAL TRANS) 1 _ ---III I' r 129 ` SEE SHEET 90 THROUGH 20 11.1 -- - THE CNTRACTOR IS EXPECTED TO TAKE PRECAU7ONARY MEASURES TO PR07ECT THE U77LITY STANDARD PLANS AND SPECIFICATONS 112 127 I 15.1 I�, L LINES SHOWN N THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND \\\ V/)l < 4 RESPONSIBILITY FOR THE U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN N 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS OF ALL ,�,\� /\ EXISTING U77LI77ES. THIS INCLUDES UNDERGROUND/NG OF EXIS77NG OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY -' � X /�� \ CB A-1 0 "1 ,. THESE PLANS. CONTRACTOR AGREES S D HE SHALL ASSUME SOLE AND COMPLETE THE CONDITIONS OF APPROVAL. P£RMIr7£E MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PR/OR TO 111 X 128 ` 31A 16-1 /L' I L� RESPONSIBILITY FOR JOB S/7E CONDl770N5 DURING THE COURSE OF CNS7RUC770N ON 7NlS BEGINNING OF CONS7RUC7/ON. / Q700=6.55 cfs 6 1� ` PROJECT INCLUDING SAFETY OF ALL PERSONS OR PROPERTY,- THAT THIS REQUIREMENT SHALL PHONE.: (951)955-6790 FOR PERMIT CASES(CU,P.U.,PF,, OR VOLUNTARY), CABAZON AND AREA WEST. �� \\ �� jam/ \ Lj• 10"1 1 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THAT THE PHONE. (951)955-6B85 FOR PARCEL MAPS AND TRACT MAPS. �/ %i jj ,�0 _ 23.1 171 1 I h CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNER, AND THE �1• I- ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE PHONE (760)342-8267 FOR PERMIT CASES EAST OF CABAZON 9.1 h PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL CALL /N A LOCATION \\ J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORM/NCI TO COUNTY STANDARD N0. 816 ��G/�/�i`/_�� 22.1 18.1 PROP. R W I 1 REQUEST TO UNDERGROUND SERVICE ALERT (USA) PH. 1-800-227-2600, TWO (2) WORKING 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF LAKE ELSINNE 7RANSPORTA77ON DEPARTMENT IMPROVEMENT \\l /// / \ 24.1 U7DD=10.67 CfS STANDARDS AND SPECIRCA BONS,LATEST EDITION,PER STD.NO. 405A&4058 \// /��i _ _ �\ 8-1 JJJ DAYS PRIOR I SHALL BE ID DIGGING NO ENCROACHMENT NG UNDERGROUND L177ESPERMI ISSUED E THE RIV. CO. TRANS DEPT. 5. IF SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO N077FY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS j /%/ LOT 139 as, 0 2.112cfs \ 1.51 1 ' __L__J___ IDEN77RCA77ONl NUMBER WSSUED BY UNDERGROUND SERNCESALERT CARE SHOULD BE TAKENNT HAS AN /�O REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461(TRACT AND PARCEL MAPS ONLY). / ` \\ 20.1 _- --- ---- PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, /// \a / 26.1 71 7 AND/OR CURB DEPRESSIONS NO.S��NSNDIRECTED W/NY IFIETHE FOLLOWING., SEWER, WATER, �PFO£LD.HES{SpL�BE DRAINS. AND CONSIRUC7fD ACCORDING TO COUNTY STANDARD N0. 206 p�9\3 (J�� _ 1 DT 14D - \ \ v'�O 6.1 35-1 11+ _ __ BASIS OF BEARINGS PARK 317E ` \ 21.7 T-- 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF 11 �� / `r I THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSITIONING USER 1RANSPORTATION(CALTRANS)FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED W/1NlN THE STATE RIGHT-OF-WAY. J GR� // �.r \\ 28.1 '_I I$1_ 10-� 7� SERVICE (OPUS) SOLUTION USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, \ ZONE 6 BASED LOCALLY ON CONTINUOUSLY OPERA77NG REFERENCE STATIONS CORS "CNPP" 9. IF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSIRUC110N, REGULATORY, 4t4 / (\ ` \ �"1 PROP. R W , P474 AND "SBCC", NAD-83(2011)EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN GUIDE PUBLICAND AND WARNING WORKERSSIGNS UN77L THE FINALTHE PROJECT LIM17S COMPLETION AND ACCEPTANCE ANCE SURROUNDINGS OF THE PROJECT BYLITHE COUNTY.PASSAGE 7RAFFIC CONTROL PLAN TRAVELING ��\ // /f��/ ` �� .\\\ ` 30.1 32-1 > 4.1 ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPEC77ON SEC77ON PR/OR TO OBTAINING AND ENCROACHMENT c�� / f ` \ I j/ / l AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES PERMIT / \ 31.1 ((( UNLESS SPECIFIED OTHERWISE GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND 10. ALL STREET SEC77ONS ARE TENTATIVE ADD177ONAL SOIL TESTS O BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE TFiVESCv]1 Cv]NYON HJGjJ `5Cr)00� \ _ 3-1 1;11' DISTANCE BY A COMBINATION FACTOR OF 0.99990957 CALCULATIONS ARE MADE AT CONTROL THE EXACT STREET SEC77ON REQUIREMENT. USE STANDARD N0.401 /F EXPANSIVE SOILS ARE ENCOUNTERED. (I SHALL FOR TRACT i �' 1 /� I 'II I � POINT "99" WITH COORDINATES OF N2200064.438 (GRID) E6222480222 (GRID) USING AN � , AP/v: 3t33-210-039 �•1 I li I MAPS AND PARCEL MAPS MAY FOR PERMIT CASES 2.11 ELEVATION OF 1462062(NGV029). TRACT BOUNDARY 1- 11. ASPHALITC EMULSION FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT ` i • SURFACING. FOG SEAL AND PAN 34- T BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD 3 I CB B-3 Q16.39 cfs I NOT/FICATIONS RESPECTIVELY.ASPHAL77C EMULSION SHALL CONFORM TO SEC77ON 37,39,AND 94 OF THE STATE STANDARD SPECIFICATIONS I 1 12. PR/ME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT 13 INSTALL STREET TREES IN ACCORDANCE W17H ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (CHOOSE III CONTRACTOR SHALL NOTIFY THE FOLLOWNG U77LI77ES OR AGENCIES AT LEAST 48 HOURS IN THREE SPECIES AND NAME THEM HERE). \ }- - III CB B-7 -T ADVANCE OF STARTING CONSTRUCTION OR EXCA VA RON: 14, STREET LIGHTS SHALL BE/NS7ALLED/N ACCORDANCE WITH THE APPROVED STREET LIGH77NG CB 6 88 Cf5 Q1pD=237 Cf5 .Z RIVERSIDE PERMIT SEC 77ON.� (951)955-6790 0100=NOTE' CB B-5 _ I RIVERSIDE COUNTY TRANSPORTATION (951)955-6880 0100=1.14 Cf5 r I------I ��' DEPARTMENT (g51)406-1690- CONSTRUCTION SECTION ALL PROPOSED STREETS ARE PUBLIC RIGHT-OF-WAY. EIR MITIGATION MEASURE NOTES -\ TRACT BOUNDARY I' I CB B-2 UITY ouNrY LINE I, FRONTIER: (800)366-7801 NOTE COUNTY APPROVAL FOR WORK WITHIN COUNTY OF 1. DURING ANY NIGHTTIME CONSTRUC77ON ACTIVITIES, ALL LIGHTING SHALL DIRECT 0100=6.54 Cf5 LIGH7NG AWAY FROM THE PRESERVED ON-SITE DRAINAGE AND ASSOCIATED MSHCP 9v 394 ' -1 ELSINORE VALLEY MUNICIPAL WATER DISTRICT (951)674-3146 o RIVERSIDE JUR/SD/CTION ONLY.ANY WORK WITHIN COUNTY HABITAI BQ WQD BAS/M _II RIVERSIDE COUNTY FLOOD CONTROL DISTRICT. (951)955-1200 w 2. THE SOILS ENGINEERING INVES776A 77ON DATED OCTOBER 22,2019, PREPARED BY Gy - __ a JURISDICTION SHALL REQUIRE AN ENCROACHMENT PERMIT. GEOTEK, INC. SHALL BE CONSIDERED A PART OF THIS PLAN AND SHALL BE IN O SOUTHERN CALIFORNIA GAS CO.: (800)427-2200 D COMPLIANCE 9�L W _ ``\ SOUTHERN CALIFORNIA EDITON CO.: (800)655-4555 TO O 3. PRIOR THE ISSUANCE OF GRADING PERMITS OR IMPROVEMENT PLANS AFFECTING ��Q TE'RTFCORNIS,gV UNDERGROUND SERVICE ALERT USA: (800)422-4133 OR 811 Q 2 FROM THEMA APPROXIMATE INTERSECTION OF COLLIER AVENUE AND BENCH MARK. BM B-95-61 NICHOLS ROAD AND/OR EL TORO ROAD/WOOD MESA COURT, THE PROJECT APPLICANT OI(/)i Q �UE-� (USA). O Q S ROAD 775 FEET SOUTHEASTERLY ALONG COLDER AND 38 SHALL PREPARE AND THE CITY OF LAKE ELSINORE SHALL APPROVE A TEMPORARY FEET F I � � EET NORTHEASTERLY TO BENCHMARK 10 FEET SOUTHERLY OF A TRAFFIC CONTROL PLAN THE TEMPORARY TRAFFIC CONTROL PLAN SHALL COMPLY � lV I INDEX OF SHEETS LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET WITH THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM I , 0 2 CHISELED SQUARE ON NORTHEASTERLY CURB. TRAFFIC CONTROL DEVICES. , ___ I SHEET DESCRIPTION ELEVA7TON• 1271.76'(NGVD 29) Q LLw (III w TFINFSCAL CANYON HIGH SCH00L �~ U 1 777LE SHEET IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR O l ll h I 2 TYPICAL SECTIONS ]PN: 3d9-210-039 ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND ------ 3-7 PLAN&PROFILE SHEETS APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO INDEX MAP I I Ir iyyOypOgqNI RESPONSIBILITY AS TO 7H£ ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE OI I, 8-9 TRAFFIC SIGNING AND STRIPING SHEETS DAYS WIX GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF 7HE SCALE: 1"-100' i�li it I 10-12 CULVERT SECTIONS, DETAILS AND HORIZONTAL CONTROL YW DIG YOU DIG PREPARATION OF THESE PLANS CONTRACTOR 70 CONTACT UNDERGROUND SERVICE � U� __ _L;I 13-20 KEYSTONE RETAIN/NCI WALL AND CON TECH CULVERT PLANS W TOLL FREE 1-800-422-4133 ALERT 0 1-800-422-4133 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND a LOU 200 300 400 Q A PUBLIC SERVCE BY SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. UNDERGROUND SERVICE ALERT ERSC 07/08/2021 MB UI Miil li ENG-2019-00480&ENG-2019-00485MS4362 /P#990029 PREPARED BY.- SEAL 'AS BUILT" SHEET NO. c� MARK REVISIONS APPR. DA7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE D HA WE CITY OF LAKE ELSINORE CONDl770NS OF DEVELOPMENT AND/OR CITY AND STA7f LAWS AND HAVE BEEN ENGINEERING SUITE N. SHERIDAN STREET QROFESS/ON FOUND ACCEPTABLE - SUITE 117 �o ,� c.os'9Y RCE EXP. DATE LAND PLANNING CORONA, CALIFORNIA 92880 r�`t eop`�c TEL. (951)279-1800 RENEVM1ED BY. STREET IMPROVEMENT �'z o SURVEYING FAX(951)279-4380 No.36996 a TRAFFIC SIGNING AND STRIPING PLANS OF 20 s Ts Engineering,Inc. * * INSPECTOR DATE fOR TRACT 373051 7-15-2021 /-►^/ sr CIVR �P SCALE AS SHOWN c� o R MON HABIB,RCE NO.. 83156 DATE f _ qr FILE NO. CITY ENGINEER VVV 05/07/21 OF CA1-�F�� Q CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E.No.36996 DATE DATE. AUGUST 2020 TITLE SHEET 21-125 couNrYcrrY7/ON LINE LINE ABBREVIATIONS & SYMBOLS CONSTRUCTION NOTES QTY UNIT PER S PER 7R.N0. 18595 M.B. 139 23-24 IN THE COUNTY OF RIVERSIDE z lo- CONSTRUCT 4"A.C. OVER 6"A.B. CL.11 PER TYPICAL SECTION ON SHEET 2 120,700 SF DATED: APRIL 5, 1984 62.11 V I A. ASPHALT CONCRETE CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE I s?ys. FS II W w 11\ AC, AC. ACRE to- CONSTRUCT 6"TYPE'6'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO..200 4540 LF TO, 62.08 2 ti \ A.B. AGGREGATE BASE WLY IMPROVEMENT E'LY FS \ R/W R/W 62.14 EX EP o m "' 1 \ AP ANGULAR POINT 2A CONSTRUCT 6"TYPE'6'CURB&GUTTER(COUNTY OF RIVERSIDE SID.NO..200) 560 LF 60' FS E 2Q o \ ARIA AIR VALVE ASSEMBLY EX. ¢ 1 \ So- CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE SID.NO.210, 4"THICKNESS 31,185 SF 30' 30' � BC BEGIN OF CURVE 10' 25' 25' s? 3 Q \�� BCV BEGIN OF CURVE RETURN s d3 Q I Q \ BVC BEGIN OF VER CAL CURVE 3A CONSTRUCT SIDEWALK(COUNTY OF RIVERSIDE SID.NO. 401), 4"THICKNESS 1,615 SF PARKWAY VARIES VARIES 8.5'TO 9' YQ TC, k07 ff62. �r62�F CB CATCH BASIN 16'TO 16.5' PARKWAY . � 4CONSTRUCT CROSS GUTTER P£R CITY OF LAKE ELSINORE SIR NO..209 4,820 SF 18+48.64 CL C.B. E� �� C/L, CL, CENTER LINE5' 2'AC o6 1359 ) (0919) CFS CUBIC FEET PER SECOND OVERLAY W=14' - - --f—=--� So- CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.N0.214A 14 EA C&G CURB AND GUTTER DWY DRIVEWAY CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN CASE PER PLAN PER EX. GROUND C/AB c�i Z 6232 6 8 EA 2 C&G Q VARIES I LIP fil 15' EA.,EA EACH RIVERSIDE COUNTY BID.NO.. 311 29 VARTLS ---y �+` 6. 61,94 REMOVE PORTION OF EC END OF CURVE FS LEL X GUTTER ECR END OF CURD RETURN o- INSTALL BARRICADE PER RIVERSIDE COUNTY STD.NO. 810 120 LF EX. 6'BERM 4 I Tc 6FS I EX EP ELEV ELEVATION \\� FS G)-- EX. SAWCUT&JOIN EXISTING PAVEMENT PER RIVERSIDE COUNTY SIDS.&DETAIL ON SHEET 2 2,100 SF \ AC PAVEMENT 4 I 61.87 EP END OF PAVEMENT EX. CROWN FS f2®.37" EG EXISTING GROUND go- CONSTRUCT CITY STREET LIGHT PER SEPARATE PLAN 16 EA CONSTRUCT ROSS GUTTER EVC END OF VERTICAL CURVE TORO ROAD EX., EXIST EXISTING 9A PROPOSED COUNTY STREET LIGHT PER COUNTY STREET LIGHT IMPR.PLAN 4 EA TYPICAL STREET SECTION Q -- FG FINISH GRADE WOOD MESA COURT I I DETAIL 'A' FL FLOW INE 70 REMOVE EXISRNG AC PAVEMENT 10,800 SF N.TT-5 Qc SCALE. l--10' FM FORCE MAIN S. PROPOSED EXISTING R/W R/W � FS FINISHED SURFACE 11 EXISDNG V£RIZON CABINET TO BE REMOVED&RELOCATED BY OTHERS 1 EA SEE SHEET 7 G GAS CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE I W GB GRADE BREAK 12 ADJITST TO GRADE 47 EA GV GATE VALVE 60' PROPOSED PROPOSED HP HIGH POINT 73 PR07ECT IN PLACE 6 EA R/W R/W INT INTERSECTION JO, JO, 60 L LENGTH 14 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.N0.207(WIDTH PER PLAN) 4 EA 30' 30' LF., LF LINEAL FEET VARIES 7.45'TO 10' VARIES 20'TO 22.55' VARIES 19'TO 20' , VARIES 10'TO 11' IN LANE 75 INSTALL STREET NAME SIGNS PER CITY OF LAKE EL57NORE SID.NO. 400A&400B 7 EA PARKWAY PARKWAY 10' 20' 20' 10' 2'AC O PARKWAY PARKWAY T LOW POINT 16 REMOVE AND RELOCATE SIGN PER SHEET 8 6 EA SW OVERLAY 8 AC/AB J 6 4 L LEFT MAX MAXIMUM AC/AB J I o SW 3 SW MOc MIDDLE OF CURVE 17 EX.POWER POLE TO BE REMOVED ONCE U7IUTYIS UNDERGROUNDED 3 EA i 21- 29 MIN MINIMUM 3A SW i LEVEL LINE 2% 29 C&G 2 -- MH MANHOLE 8 EX FIRE HYDRANT TO BE ADJUSTED TO GRADE PER EVMWD SID.DWG.NO. W-7 1 EA VARIES 29 VARIES \\ \�� .. \\\�� MVC MIDDLE OF VERTICAL CURVE 2A C&G 29 NTS NOT TO SCALE 19 EX.U77LITY BOX TO REMOVED&RELOCATED 1 £A O.c. ON CURVE EX.6"BERM O.S. OPEN SPACE 20 EX PULL BOX TO BE REMOVED ONCE U77LITY IS UNDERGROUNDED 1 EA PCC POINT OF COMPOUND CURVE EX.AC PAVEMENT 7yp/CAL STREET SECT/ON PAL PROPERTY LINE EX.EVMWD SAMPLING POINT TO BE RELOCATED/ADJUSTED TO GRADE PER EVMWD SID.DWk NO. TYPICAL STREET SECTION RANCH ROAD(EXCEPT 15+10 TO 17+20), PM PARCEL MAP 27 W-20 2 EA FLATHEAD ROAD, RIVER ROCK COURT POR. PORTION 22 EX.EVMWD AR/W TO BE ADJJSTED TO GRADE PER EVMWD BID.DWG.NO. W-16A 1 EA EL TORO ROAD (11+88.13 TO 14+8314) NOTE. NO PARKING ALLOWED ON RANCH ROAD PROP. PROPOSED N.7.S. TT-5 NTS PO POINT OF VERTICAL INTERSECTION PROPOSED EXISDNG TL=S 23 EX.FENCE TO BE REMOVED 1,035 LF R/W R/W TRACT BOUNDARY/ RT RIGHT SCHOOL BOUNDARY R/W, RW RIGHT OF WAY 24 EX. WATER SERVICE CONNEC77ON TO BE RELOCATED/ADJUSTED PER EVMWD SID.DWG.NO.. W-9 1 EA CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE PROPOSED PROPOSED SCE SOUTHERN CALIFORNIA EDISON R/W R/W SO STORM DRAIN 25 INSTALL 'BLUE DOY TYPE I MARKER PER CITY OF LAKE ELSINORE SID.PLAN NO.. 422A 9 EA VARIES 60'TO 100' 60 SDMH STORM DRAIN MANHOLE 30' JO, S, SS SEWER VARIES JO'7-070' 30' SF sF SQUARE FEET TRAFFIC SIGNAGE& STRIPING NOTES QTY UNIT 10' 20' 20' 10' SMH SEWER MANHOLE VARIES 10'TD 50' 20' VARIES 19'TO 20' VARIES 10'TD 11' , PARKWAY PARKWAY STA STATION 30 GRIND&REMOVE EXISRNG STRIPING/MARKING 4 EA PARKWAY PARKWAY 4" 6' AC/AB 1 6' 4' STD. STANDARD 2'AC SW SW SW SIDEWALK OVERLAY 8 of SW 3 7 N TANGENT 31 INSTALL THERMOPLAS77C 6%6"DOUBLE SOLID YELLOW STRIPE PER CAL TRANS STD.PLAN A20A(DETAIL 21) 1,492 LF IL TA 29 29 29 C&G 2 29 TL TANGENT INTERSECT/ON INSTALL THERMOPLAS17C 6%6"DOUBLE YELLOW MEDIAN ISLAND PER CAL TRANS REVISED SID.PLAN A208(DETAIL INE AC/AB J �� - LEVEL L �� TC TOP OF CURB 3/A 29) 1,045 LF W ' �., �� TR TRACT 29 Z VARIES VARIES �\\��\\�\�\��\�\\� ,\\\ \\\,��\\ ��\��,��\\`\\ V� V£RICAL CURVE 32 INSTALL 774ERMOPLAS77C 12"WHITE LIMIT LINE(STOP)PER CAL TRANS REVISED STD.PLAN A24£ 125 LF 2A C&G 29 Fr W WATER 33 INSTALL THERMOPLAS77C STOP'PAVEMENT LEGEND PER CAL TRANS SID.PLAN A24D 13 EA �I MODIFIED STREET SECTION WOO WATER QUALITY DETENTION WV WATER VALVE \� EX 6"BERM RANCH ROAD (15+10 TO 17+20) 34 INSTALL Rf-1 SIGN(STOP) 3 EA 0-0 \��\�- - ELSINORE VALLEY MUNICIPAL WATER EX.AC PAVEMENT --NOTE. 1%MIN. TO 25%MAX. EVVWD DISTRICT TYPICAL STREET SECTION NO PARKING ALLOWED ON 35 RANCH ROAD INSTALL R26A(CA)SIGN(NO PARKING ANY TIME) 4 EA N T.& EL TORO ROAD (14+83.14 TO 18+28.39) TI.=5 36 INSTALL R26A(CA)SIGN(NO PARKING ANY TIME)BANDED TO STREET LIGHT POLE 4 EA MIS GRIND EXIST PAVEMENT 2'MIN OR LEGEND TO 0.10'MIN DEPTH AS DIRECTED TRACT BOUNDARY � � FIRE HYDRANT 37 INSTALL Rf-1 SIGN(STOP)BANDED TO STREET NAME SIGN POLE 7 EA 01AC OVERLAY CENTERLINE �� AIR VALVE ASSEMBLY 38 INSTALL R26A(S)(CA)SIGN(NO STOPPING ANY TIME)STANDARD SIZE OR AS INDICATED PER CA-MUTCD 1 £A OVERLAY TO z PROPOSED R/W —X—X—X—X— EXISTING FENCE 39 INSTALL THERMOPLAS77C YELLOW SCHOOL'PAVEMENT LEGEND PER CALTRANS SID.PLAN A24D 1 £A SEE SHEETS 10 THROUGH ZO FOR NOTE ALL DETAILS AND SIGN5 MATCH EXIST 3 g CONSTRUCTION NOTES AND ARE PER CAL TRANS STANDARD _—_ PROPOSED CURB&GUTTER l STORM DRAIN qp INSTALL THERMOPLAS77C AHEAD"PAVEMENT LEGEND PER CAORANS SIR PLAN A24D 5 EA QUANTITIES FOR ARCH CULVERT PLANS THERMOPLASTIC PAVEMENT EXIST AC PAVEMENT ---- EXISTING R/W � BARRICADE RAIL CROSSING MARKINGS BY CONTRACTOR EXIST ———— NEW PA VFUFIVT 41 INSTALL W3-1 SIGN STANDARD SIZE OR AS INDICATED PER CA-MUTCD 4 EA AGGREGA IF BASE FLOW DIRECTION NEW AC PAVEMENT (2) VALVE EXISTING AC REMOVAL INSTALL W3-1 SYGN BANDED TO STREET LIGHT POLE.STANDARD SYZE OR AS INDICATED PER CA-MUTCD 1 EA 2 — a NEW AGGREGATE BASE / 43 INSTALL R1-1 SIGN(STOP)&RI-JP SIGN(ALL WAY)STANDARD SIZE OR AS INDICATED PER CA-MUTCD 2 EA PAVEMENT JOIN DETAIL + STREET NAME SIGN AC GRIND AND OVERLAY o BENCH MARK SM B-95-61 NTS ° 44 REMOVE AND RELOCATE EXISTING SR4-1 ASSEMBLY C SIGN i EA FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND STORM DRAIN LINE/MANHOLE _ SIDEWALK PAVEMENT Q NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A �� SEWER LINE/MANHOLE EXISTING CROSS 45 REMOVE AND RELOCATE EXISRNG S1-1&W16-9P SYGN 1 EA 141 ti LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET GUTTER REMOVAL 0 2 CHISELED SQUARE ON NORTHEASTERLY CURB. ELEVATION: 1271.76'(NGVD 29J TRAFFIC SIGNAGE& STRIPING NOTES (CONT�D) QTY UNIT -� PROPOSED CITY STREET LIGHT m RETAINING WALL 46 REMOVE AND RELOCATE EAIS77NG R26A(S)(CA)SIGN(NO STOPPING ANY TIME)BANDED WITH R2-1 SIGN(25) 1 £A � 1271. W 53 INSTALL WI-7 SIGN. STANDARD SIZE OR AS INDICATED PER CA-MUTCD 6 £A PROPOSED COUNTY STREET LIGHT -�13^4I0� EXISTING CONTOUR q7 REMOVE AND RELOCATE EXIS77NG R26A(S)(CA)SIGN(NO STOPPING ANY TIME) 3 EA 77 II U 54 INSTALL YELLOW CROSSWALK PER CAL TRANS STD.PLAN A24F(LADDER) 1 EA 7K EXISDNG SIREET LIGHT ( ] PROPOSED SIGN REMOVE AND RELOCATE EXISRNG Rf-1 SIGN(STOP)&Rf-JP(ALL WAY) i EA T �1vn OH EXISDNG OVERHEAD ELECTRIC LINE "`III '� 55 INSTALL W14-1(DEAD END)SYGN.STANDARD SIZE OR AS INDICATED PER CA-MUTCD / EA \ EXISTING SIGN 49 REMOVE EXISTING RI-1(STOP)AND INSTALL R1-1 SIGN(STOP)BANDED WITH RI-JP 1 EA Q 129 L07 NUMBER PER TRACT 37305 _ DVd TWO NroRKING 56 INSTALL SR4-1 CA ASSEMBLY C SIGN.STANDARD SIZE OR AS INDICATED PER CA-MUTCD 1 £A WATER METER 50 PROTECT TRAFFIC SYGN ARKING IN PLACE 2 '' BEFORE DAYS BEFORE 56 ( ) 33-1 LOT NUMBER PER TRACT 37305-1 o- - - U YIXl DIG YOU DIG EC18 INSTALL W14-2(NO OUTLET)SIGNSTANDARD 57ZE OR AS INDICATED PER CA-MUTCD 1 EA 51 INSTALL THERMOPLAS77C 8'SOLID W 17F CHANNELIZING LANE LINE PER CAL TRANS STD.PLAN A20D(DETAIL 38) 100 LF TOLL FREE 1-aao-azz-a1aTENG-2019-00480&ENG-2019-00485UNDERGROUND SERVICE BALERT INSTALL CROSSWALK PER CITY OF LAKE EL57NORE BID.NO 411 AND CAL TRANS SID.PLAN A24F(BASIC) 1 £A ERSC 07/08/2021 MB MS4362 /P#990029 52 INSTALL THERMOPLAS77C PAVEMENT MARKING"TYPE IV ARROW"PER CAL TRANS STD.PLAN A24A (LEFT TURN) 2 EA PREPARED BY. SEAL 'AS BUILT" SHEET NO. o c� MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CITY OF LAKE ELSINORE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING S N. SHERIDAN STREET QROFEss/oN FOUND ACCEPTABLE SUITE 117 RCE fXP. DA rE [� WW111SURMING LAND PLANNING CORONA, CALIFORN/A 92880RENEWED BY.. STREET IMPROVEM (s ENTTEL. (951)279-1800 FAX(951)279-4380 a No.36996 A TRAFFIC SIGNING AND STRIPING PLANS F gl�ee�mg h�. * * INSPECTOR �A11 FOR TRACT 37305•I of 20 s"rs 7-15-2021 sT Clvl\- �P SCALE: AS SHOWN c� o FILE N0. R VON HABIB, RCE NO. 8JI56 DATE �� / _ qr CITY ENGINEER 06/11/21 "1 CAll Q CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. No.36996 DATE DATE: AUGUST 2020 TYPICAL SECTIONS 21-126 OrownA R. ST-3)305-i-002Bwg La b TMICA[SECMNS Sowti.611112021 is JB IV R-671172 0 2 1 is JB IV B.Arturo Ranero P�eoALEscuE VERT: 1•=4' 10 11 12 13 �,/rrJ C 14 15 16 17 L,. 18 YrrlY/l CAL CANYON HIGH SCH00I EX/STING CHA/NL/NK FENCE +/,J CURVE TABLE vl O / l NO. DELTA RADIUS LENGTH TANGENT ^ l+ �I Q �1 �I CONSTRUCTION NOTES A 237'09" 550.00' 25.14' 72.57' 4w w TRACT BOUNDARY o 3 m I d' B 4124'12" 550.00' 397.44' 207.85' -\\t �., � ^ CONSTRUCT 4"A.C. OVER 6"A.B. CL 11 PER TYPICAL SECAON ON SHEET 2 C 90'00'00" 25.00' 39.27' 25.00' l" APM Sae-z/O-aae �I ^ ^I E Z D 4124'12" 570.00' 411.90' 215.40' +�� "' � o- CONSTRUCT 6"TYPE$'CURB&GUTTER PER CITY Of LAKE ELSINORE STD.N0.200 TRACT 37305-Ti -- O E 2 3T09" 570.00' 26.06' 13 03' 104 \� _- - •-" - - l�y O F 237'09" 530.00' 24.23' 12.12' \w a' - • p So- CONSTRUCT SIDEWALK PER GTY OF LAKE ELSINORE STD.NO.21a 4"THICKNESS �� PROP. R/W 72 o •1 3 12 2 A / H O* G 95'0649" 53.0' 2529T 128.94' "_� ,;` •' D 1 - W cp o- CONSTRUCT CROSS GUTTER PER CITY OF LAKE ELSINORE STD.NO..209 H 9 49'54" 20.0' 4L50' 27.34' OS• _�- '✓ -`� / 349'S4" 00.00' 3544' 1773' ` j� ` 2+INT 00.00 RANCH ROAD__ �,0�1,I Q•, \ ' 2 3 1 B 12 G._ _ - __ _ - -= Tp's> Tp�93 2 So- CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.N0.214A ' -` `' " ` v~ CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN CASE PER PLAN LINE TABLE =10+000O RIVER ROCK COURT V`8 3 _ -- N - g -•Z &- PER RIVERSIDE COUNTY STD. NO 311 c\ LOT 381 O.S. o- NO. BEARING LENGTH \\ 12 12 12 S. 'v `PROP. R/W F g CONSTRUCT CITY STREET LIGHT PER SEPARATE PLAN 1 N475137"W 263.27' \ 3$"� O• 2 N897549"W 114.14' P \ ^ LOT + h + 12 AD,N/ST TO GRADE 3 N897549"W 69.14' c+ 4 PROP. R/W ^I V ^I o� � • • \+ PROTECT IN PLACE 34.1 31.1 14 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. NO..207(WDTH PER 30.1 29.1 281 271 PLAN) _\m 26-1 25.1 24.1 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STD.NO.. 400A&4008 �\ mg�T' INSTALL 'BLUE DOT"TYPE I MARKER PER CITY OF LAKE ELSINORE STD.PLAN NO.. 422A 0 13 o '', 20 30 60 V`•Rj till �I� �I~ �I� ti ml ^I c' Ml c' �I -I \ \ 15 � BENCH MARK..-BM B-95-61 5`' \\ - RANCH ROAD ^ ^ ^ ^l J FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND .� \�� . ^ ^I ^ NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF �� 16 �P� \ \ \ •` \C� ��'-o ` j LIGHT STANDARD(NO 1)AND 10 FEET SOUTHERLY OF END OF CURB. F.�• �Pt� SET CHISELED SQUARE ON NORTHEASTERLY CURB. ELEVA 7ION; 1271.76' 6��9 �'( \' \ \\ \ (Q�\�\\oo I\ lu D 'I 2"'In ofM ^ vl C/NT �� .�QQ'.dC� �O,P� I„ ^I^ I„ I^ I^ SCALE: 1-40• 10+00.00 RANCH ROAD] �•5� CQ TWO WORKING =14+8374 EL TORO RD `c �F C.B.#B-5 -LOCAL DEPRESSION CB.#B-4 •LOCAL DEPRESSION BEFORE DAYS BEFORE NTS NTS AO 80 120 160 YOU DIG YOU DIG 13+01.73 fL CB ST STA. 13+01.73 CL CB ST STA. TOLL FREE 1-80D-422-4133 W=4, CASE C W=10; CASE C A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 07/08/2021 MB MARK REVISIONS APPR. DATE THESE PLANS OF DEVELOPMENT BEEN EMENT REVIEWED FOR RICOMPLIANCE WITH THE AND HOPRIATEN PREPARED By ENGINEERING 357 N. SHERIDAN STREET SEAL AS BUILT CITY OF LAKE ELSINORE SHEET NO. CONDI Qp,FESSIpy FOUND ACCEPTABLE. SU17F 117 F`J G.0 4� RCE EXP. "A= LAND PLANNING CORONA, CALIFORNIA 92880 ��tH Seo`�Z rEL. (951)279-1600 PZ m RENEWED BY STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-43BO No.36996 A FOR /RAT../ 3/✓05- 7-15-2021 Engineering,Inc. * * INSPECTOR _TA;_ OF 20 SHTS ^/ sT clv1� �P SCALE AS SHOWN RANCH ROAD FILE NO. R MON HABIB, RCE NO. 83156 DATE CITY ENGINEER VVV ��"^^^ 05/07/21 �OFCnvIFOR CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. Na 36996 DATE DATE' AUGUST 2020 10+00.00 TO 18+00 00 21-127 OrawnA R:\562663\G d\SNeshi31305-1i663-P[N-IT-3)305-1-OOStlwg 10 1 a I-T(1-ro 1-) Sars1 61251=0 11:09 AM %sHstl:21I01-6:21 AM By. e PROfI[E SCA[E ci 18 19 20 21 22 23 24 INr 25 26 23+90.32 RANCH ROAD vl 7_1 r O9 QUARRY WAY vl I -17+51.J5 QUARRY WAYo WI rEE- JJ-) J1 J0 �l WI / �I 1\I hR NICHOLS ROAD I MI PER 7RACT 373015/ mI f oI PER SEPARATE PLAN J �\ I NIII 1U I/ hI N NI EXISTING R%W PER I \ \ 133 3 I I 1.34 NI ,j,� I / 8�'SS+I 12 g BCR I_I 15 PM 37465 J/ CURVE TABLE EX.ELECTRIC LINE 132 I I II /II NI (1 II INr N0. DELTA RADIUS LENGTH TANGENT �l \ '1 1 \ \\ I I BCR_ _ 25+91.80 RANCH ROAD pROP.E R/W 3 / "� Irr 33+38.02 NICHOLS ROAD A 605644 550.00 585.03 32J 62' �` \� \ S_ — ` "' R. TRACT OUNDARY B 5676b5"" 530.00' S2204' 284.39' U/ RO 5 \ \ � � � F < _. ', C 9430'39" 25.00' 41.24' 2705' \:� 9��,p�C�g"I'- \\ 1,30 \� \,�� _�, . . ..J 5 '� 5 - D 9000,00" 25.00' 39.27' 25.00' / CJFg•�Q.� 0 5 5• r\s> D 15 �n\?� 2 2 5 E 8829'13" 3500' S4.05' 34.09' ^% y0 G b• O c\ I24 _ �s_ Q + 129 23_�� / r ) r F 8670'22' 2500' 3760' 2338' L,� o U :\�\\ \� PROP.\\ W��i I. 1 Aso \✓0 12 s s J 1 [Cr l \: ti / :... n w s s s 4 fs 7 Ts / l r�l l`.r / C 2604'53" 570.00" 259.47' 132.02' 2 2 3 III / r JVJ i r r H 85 39'45'• 25 00' 37.38' 23J8' 1U 5 ' / l 2271'4J" 570.00' 222.47' 112.67' �/ ��,, ,• \\ \\ \\ k/ B �'- -'• PROP.R/W E I / U \�\\\\\\\ 734$ \ / - 2 F 7 D BCR �' r 1 -� � ECR_ _ A J li) 3130J � ECR \ �\ \� z 3 1 m �\ �Yo 1 �r I CONSTRUCTION NOTES LINE TABLE \ \� \ 7 PROP. R/WI vI III ti II NI \ 1 CONSTRUCT 4"A.C. OVER 6"A.B. CL.ll PER TYPICAL SECTION ON N0. BEARING LENGTH \ \ H 5 H ccl�'2 � \ �I III tiI mI I Toms \'J SHEET 1 N1542'16 E 20s.7s' LOTr139 0. \ )/ 5 ) v \ TRACT BOUNDARY +I 10' 20' 20' 10' +I 12" 48' S4' 2 N75 42'16 E 74.21' 6 TRACT 37J05 �� LOT 149 \� `�"� 30' 30' of 60, 60' �1 CONSTRUCT 6"TYPE 16'CURB&GUTTER PER CITY OF LAKE Q R o LJ ELSINORE SID.N0.200 12 �\ PAARK SlT_F \� 75 60' NI 120• @ CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE SID.N0.210, �9\p TRACT 37�D5 \ QUARRY WAY rc) _1 7 /,r 4'THICKNESS T� _ b J J l J 1 J✓J NICHOLS ROAD CONSTRUCT CROSS GUTTER PER CITY Of LAKE ELSINORE SID.N0. LOT 140 0\�0 _ g PER PARK SITE \ PER SEPARATE PLAN o- 209 \� I CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO. TRACT 37305 \\ /4•'� ..•...�_ �\ j INT 214A 1,-95 RIVER RANCH ROAD RANCH ROAD CASCONE PER PLANTRUCT DEPRESSION FOR CURB RIVERSIDE COUNTY SID.OPENING IICATCH BASIN =17+41.95 Rl�ER BOND ROAD TRACT BOUNDARY TR 1 7 J r To- INSTALL BARRICADE PER RIVERSIDE COUNTY SID.NO.810 J J1 J✓.J �I�, �I" oIti �I" �I� oI NIQ Nle °�'I go- CONSTRUCT CITY STREET LIGHT PER SEPARATE PLAN 1% £\ �oq I'i hI '� �I hl hl lol PROP. R/W —� 0'p alp vl� "I°i �Ic`Oo wl� NI vI vl vl BENCH MARK.'BM B-95-61 - 3 _ CULVERT CROSS/NC BY CONTECH *" + d+ hl v vil v ml Iri h1 v hl v rnl �I NICHOLS ROADFROM THE P175/MATE IN7ERSEC77ON FEET SOUTHEASTERLY ALONGER COLLIERRUE ANDA 38 e�� /3 J A AIM "I.:� �I �I 12 AD✓l/ST TO GRADE / � SEE SHEETS 10 THROUGH 20 I FEET NORTHEASTERLY TO BENCHMARK 10 FEET SOUTHERLY CH moo• 2 2 \9ss so c ' I^ T ^^ CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.N0. LIHT STANDARD(NO J)AND 10 FEET SOUTHERLY OF END OF CURB. P �,j�o LOT 144 0.3, C«. 14 SET CHISELED SOUARE DN NORTHEASTERLY CURB. �O 1 "s l 207(WIDTH PER PLAN) ELEVATION: 1271.76' 14 B Sp / :0 4o TTirACT '37:3CJ5 �j �l 15 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE SID.NO. �� 25 INSTALL "BLUE DOT"T1PE I MARKER PER CITY OF LAKE ELSINORE I SID.PLAN NO. 422A D �..- 6. N h h hh h h hh TCy \��Bx /y�phj- TRACT BOUNDARY N- -I- DIAL TWO WOMNG s'14 \ 6ErortL DAYS MIX sTy FSF! 1p� v�9 � ✓�^ GB.#A2 -LOCAL DEPRESS/ON CB#A-1 -LOCAL DEPRESSION SCALE., 1•'=40 YOU DIC YOU DIG / S h �j NIS Nrs TOLL FREE 1-800-422-4133 8�p Fes/ �Q ✓� 19+35.10¢CB ST STA. 19+35.03� CB ST STA. A PUBLIC SERVICE BY -DO �\ "'�� W=4; CASE C W=10; CASE C 0 40 80 120 160 UNDERGROUND SERVICE ALERT ERSC 07/08/2021 NAB ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL 'AS BUILT" CITY OF LAKE EL51NORE SHEET NO. CONDIDONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ®ENGINEERING 357 N. SHERIDAN STREET QROFESS10h, FOUND ACCEPTABLE SU17E 117 �o c.os q< RCE EXP. DAIS LAND PLANNING CORONA, CALIFORNIA 92880 �t ao Z �• TEL. (951)279-1800 P2 REVEWED BY., STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 373051 Engineering,Inc. * * INSPECTOR DATE OF 20 sHTs 7-15-2021 �, SCALE' AS SHOWN RANCH ROAD r clva c FILE N0. R MON HABIB,RCE N0. 83156 DATE qr R� 05/07/21 fCITY OF CA0 CITY OF LAKE ELSINORE KEITH G. OSBORN R.CE No.36996 DATE DAIS. AUGUST 2020 18*00.00 TO 25+9180 21-128 OrvwnA F:\JB26631Md\Bheeh131J05-II66J-PLN-Si-3)J05-i-OOA�w2 La�vut B SiREEi(IBf00 1015f9I.80) Sow.¢B/IJ/2010 348 PM M-2/1 012 0 2 1- By- NJ PROFILE SCALE CURVE TABLE 10 11 12 13 14 15 16 17 NO. DELTA RADIUS LENGTH TANGENT HATHUD ROAD A 2531'48" 184.35' 8214' 41.76' SEE SHEET NO.6 CONSTRUCTION NOTES (8> /1'46'06" JOB.Do' 61.62' 30.92' 60' (C> 105556" 300.00' 5724' 28.71' RANCHRO 30 (9� to- CONSTRUCT 4"A.C. OVER 6"A.B. a.Il PER TYPICAL SECRON ON SHEET 2 30 o cal D 95'0644" 2500' 41.50' 2734' •s SHEETAlo ,10 20 20 10 �� rol o- CONSTRUCT 6"TYPE 6'CURB&GUTTER PER CITY OF LAKE ELSINORE STD. NO..200 E 105556" 320.00' 61.06' 30.62' 60' `�"v I �, LOT 37-1 0.5. F 11°46'06" 280.00' 5Z51' 28.86' 30' 30' 34-1 m 1 1`�'� 19.1 ` W 18.1 17.1 16.1 m1 15.1 LVa� __ So- CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD.NO..210, 4"THICKNESS G 20531'48" 38.00 136.31 16Z73 1O' 20' 20- 1p, h 33-1 32.1 I of 3 �1 H 2531'48" 110.00' 49.01' 24.92' " ! rn� a J -- 4o- CONSTRUCT CROSS GUTTER PER CITY OF LAKE ELSINORE STD.N0.209 l 11'46'06" 320.00' 65.73' 3298' 1 m In o �,� b 2 Ht ECR 2/ M1� PROP.R/W ✓ 95'09'45" 25.00' 41.52' 2736' LOT 39-1 0.5. I _ v w ^?w /p C -�— / ^ _ _ �/p 72 MOC So- CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO.. 214A K 8671'12" 2500' 3761' 2339' WATER QUALITY of o^ m -!� +I!�BCR J 15 - 0 5 ��/ A CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN CASE PER PLAN L 105556" 280.00' 53.42' 26.79' " °D - K •. .o k1� PER RIVERSIDE COUNTY STD.N0. 311 DETENTION BASIN o SCR- +� 4 s 5 " s 3 y6i 2,.H / 8 B 7 6',?9 13i'l 74 -1i•(� CONSTRUCT CITY STREET LIGHT PER SEPARATE PLAN LINE TABLE � / PROP.R W ___ � � - 12 30"R P SD 1 D -- ^ \s[�,2'A6 1 TC E B 12 ,Nyhj o N 3 NO. BEARING LENGTH ;: •; •-- - n 1 1 �o� 12 ADJUST TO GRADE 1 N7031'00"E 22761' ' 5 - 2 N775'06'W 155.74' "o- _ _ 15 INSTALL STREET NAME SIGNS PER CITY OF CAKE ECSINORE SID.N0. 400A&400B 2 3 N940'50 E 124.17' 1 - �- 12 _ w� m PROP. R/W o INSTALL "BLUE DOT"TYPE I MARKER PER CITY OF LAKE ELSINORE STD.PLAN NO. 4 N940'50 E 77.16' '`�So 1 3 1•G 3 E '� I� r- m� ^ 25 422A 5 N7500'48"W 50.00' ¢TNT • 6 N7031'00"E 118.71' S .,� •: _ +� 10+00.00 RIVER ROCK COURT 1 11 ,+0 7 N7'15'06"W 48.11' =72+00.00 RANCH ROAD D � -- 1 1 r� 9 ^ (8> Nl'15'06'W 1736' 1 I �8CR\� m "A I 11 GL INT 72±4301 RIVER ROCK COURT Wi m� N� 11 I `=10+00.00 FLATHEAD ROAD 7-1 8-1 �_ 5-1 I 6-1 I 9.1 10.1 11-1 12-1 13.1 14.1 4.1 s"R P o1 2-1 3-1 na EX OVERHEAD `, 11 4"R SO o M ELECTRIC LINE RIVER ROCK COURT ~IJ UIJ hIti S �IQ gi nl of 2 © of o;of o; olo of o; olo of o_I CH ROAD �I �I; ^I BENCH MARK.'BM B-95-61 Sff HEFT NO.3 FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND l NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 35 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF LIGHT STANDARD(NO 1)AND 10 FEET SOUTHERLY OF END OF CURB. I I I I SET CHISELED SQUARE ON NORTHEASTERLY CURB. ELEVA 770N: 1271.76' o;vl �� my NRA^II N of w ^I m of�v Nl n o oo oo; ho 0 0 hlh huh a. 860RE B 1WUwOWNG CB.#82-LOCAL DEPRESSION CB.#83-LOCAL DEPRESS/ON ,". DAYS BffORE YOU DIG YOU DIG NIS NIS SCALE 1"-40' TOLL FREE 1-80D-422-4133 10+54.01¢C9 ST STA. 10+54.01 C CB ST STA. A PUBLIC SERVICE BY W=14; CASE 8 W=14; CASE B 0 40 80 '20 160 UNDERGROUND SERVCE ALERT ERSC 07/08/2021 MB ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN CONDI ONS OF DEVELOPMENTIAND/OREWED O�ITY AND STAT COMPLIANCE ELAWS AND HATH THE OVERIATE BEEN PREPARED ev ENGINEERING J57 N. SHERIDAN STREET SEA` AS BBILr CITY OF LAKE ELSINORE SHEET NO. QpOFESSlO,y FOUND ACCEPTABLE. SUITE 117 F`J G.0 4/ RCE EXP. E:ti LAND PLANNING CORONA, CALIFORNIA 92880 ��tH Seo�y rEL. (951)279-1800 �, �" ^r2 m REVIEWED BY.. STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 31305.9W-1- OF 20 SHTS 7-15-2021 Engineering,Inc. * * INSPECTOR LA�E sT clv1� �P SCALE AS SHOWN FILE NO. R MON HABIB, RCE NO. 8JI56 DATE 9r CITY ENGINEER OS/07/21 �oFcnUFo� CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. Na 36996 DATE DATE' AUGUST 2020 RIVER ROCK COURT 21.129 OrvwnA R:\362663\G d\SNesh131305-11663-P[N-ST-3)305-I-OOStlwg La b.Y STRffi SsrM 6/IJ/2020 353 PM Plotts¢2/I0/202I B:14 AM M.Orons 70RE SORERE 10 11 12 13 14 CURVE TABLE CONSTRUCTION NOTES NO. DELTA RADIUS LENGTH TANGENT g 1 CONSTRUCT 4'A.C. ER 6'A.B. CL.11 PER TYPICAL S£C77ON ON SHEET 2 A 25J i I'48" 184.35' 82.14' 41.76' 30.1 29.1 Wi28-1 27-> 261�Q WI 25.1 241 C. B 45203 D 6 3" 300.00' 23741' 125.32' v 3 �� CONSTRUCT 6'TYPE 'CURB&CUTTER PER CITY OF LAKE ELSINORE STD.NO.200 C 9509'45" 25.00' 41.52' 27.JC 311 h Q 0 40°70'48" 280.00' 196.36' 10241' `+`� PROP.R/W P �� D CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD.NO..21a 4"THICKNESS E 25JI'48' 110.00, 49.01' 24.92' — P D CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO..214A F 205J7'48" 38.00' 136.31' 1677J' G 4/J7'45" 320.00' 231.94' 121.33' ' 9 CONSTRUCT CITY STREET LIGHT PER SEPARA 7E PLAN 8671'12" 25.00' 3761' 2339' 2 G( B n Qs 13 1 1 •h� H 32.1 2 ADXST TO GRADE C 2 ss910 INSTALL "BLUE DOT'TYPE I MARKER PER CITY OF LAKE ELSINORE S7D.PLAN NO. 422A LINE TABLE �No, BEARING LENGTH 1 N4554'33"W 121.35' 2 N884454 E 22.05' 3 N4554'33"W 12.44' �0 12 N PROP. R/W �\ NI N /v/ �H0 4 N202245"W 50.00, ^1- —Ho— / LOT 371 O.S. 3-1 I 2 5 ZO HOi EL O � 1 \ \/ ELECTRICRIC Ll LIN 4-1 0 ss. o �Ho 21-1 22-1 23-1 EX. OVERHEAD �� F,� 20-1 ELECTRIC LINE ✓ 194 BENCH MARK.'BM B-95-61 FROM THE APPROXIMATE/N7ERSEC77ON OF COLLIER AVENUE AND NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 fL INT �/ SOH \ •G_�\Q'h FEET NORTHEASTERLY TO BENCHMARK 10 FEET SOUTHERLY OF 10+00.00 FLATHEAD ROAD�yy lT LICHT STANDARD(NO J)AND 10 FEET SOUTHERLY OF END OF CURB. =12+43.01 RIVER ROCK COURT SET CHISELED SOUARE DN NORTHEASTERLY CURB. ELEVATION: 1271.76' (_1 �4�'`�t5� O T FLATHEAD ROAD DD �JaT 7-1 DIAL 1W0 WORgNC BEFORE BBORE SCALE 1"=40' YOU DIC YOU DIC TOLL FREE 1-800-422-4133 _ 40 80 120A PUBLIC 160 yRACE UNDERGROUND SER C BALERT ERSC 07/08/2021 MB ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY..- SEAL 'AS BUILT" CITY OF LAKE EL51NORE SHEET NO. CONDI77ONS OF DEVELOPMENT AND/OR CITY AND STA 7E LAWS AND HAVE BEEN ®ENGINEERING 357 N. SHERIDAN STREET QROFESS10 FOUND ACCEPTABLE SU17E 117 �o c.os q< RCE EXP. DATE LAND PLANNING CORONA, CALIFORNIA 92880 �t ao Z TEL. (951)279-1800 P2 REVEWED BY., STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 37305.1 7-15-2021 Engineering,Inc. * * INSPECTOR DATE OF 20 SHTS s SCALE AS SHOWN r clva c FILE N0. R MON HABIB,RCE NO.. 83156 DATE qr R� 05/07/21 OF CITY ENGINEER fCA�1F 0 CITY OF LAKE ELSINORE KEITH G. OSBORN R.CE No.36996 DATE DATE. AUGUST 2020 FLATHEAD ROAD 21-130 OrvwnA F:\JB26631Md\Sheeh131J05-1166J-P[N-6T-3)305-1-006.1w2 1a 1 MIHEAO FOAO SaroJ:3/JO/2020 9:36 AN 11-2/10/2021 @25 AM B.Orone vim— PROALE scALE HORZ.° 1"=40' VERP 1'=4' 13 12 13 LOT 39.1 O.S. 14 15 16 17 18 19 20 21 22 23 WATER QUALITY RANCH ROAD TEMESCAL CANYON gbh (sA1 DETENTION 8 /l� n SEE s 6E0 No.3 A HIGH SCHOOL v �o i 30' 3O, ® o APN.389 210 039 s " �Izs _ 4 - z >m m 11 o Lu 10' 20' 20' 10 I RC S X W \ w N //L) 7 305 morn _ �l ,o_, �I W �w8 ^'vm� WI �� '� �o � I3 2 — ,_ oY� X �TR 37305-� �7� 14 CNQN.'� � � ti�' Z a �Iti c �2_, 1s 1 1 1 1 1 W 0.1 111� 11 1 6 � m 14 � �1 � of 2 X Q w Q o^ w - o +� ,c w Q p m� 0 4 TR T BOUNDARY O+ o a�a20 .�. o �F lad2p �J \DWI "3 1 �Y \ X I -7-Z� f/�Dr z/ .. w--_��'- 16 —I •: 0� " —cyofuKEEeiNORBf °° OaTS37 1 . _ OUT -O �N j ' �o 76 16 ��N 4�1._ �:. -- - - -- N— — 3 -- — — — 8 — 12 — 72 8 �' 13 � � °' �7YP� -N EX m } m -- -- - - i 5-1 -- A °j 1 6 1 _ F 7 G 9? "...'�f LAKE EL51NORE r r r \ o 18�. 16 Of R/VERS/DE u� �l R 1 J595—,� -R� /` `^ �rn \ EX. RT/RW o E. M �� -- - 4 f0 H c _3�S/GN 0 3 A121IT1.14 30r30IN THE COUNTY OF RIVERSIDE o /2- -EL TORO ROAD J c M.B. 139/7980 -- o+00.00 TERE7ICORN/S AV£ , 10.61'x 14+8J/4 EL lORO ROA DA lEO. J LY 22�983r /r r -r -� Tp�� r �6/\0�J T� �.J�.J72 ___ + 8_fX -- WCUT-LINE N12 0 J iC JOIN EXISTING �+ /��1333' 76.67"i 19.39'i �TNT I i it I U c� `� _ � ��7 � _ � - �- Y .—�— _--�� r � LEGEND A I _ 13 T k 1 SHEET NO. 4 SfA=18 R04D / E Rol SEE S / PER N0. 18595 EX. E �, 1ERERCORNISAVE =10++00.00 RANCH ROAD r J J —____-60' 0 IN THE COUNTY OF RIVERSIDE'_ NEW AC PAVING ��ttt��,,, N l i �' M.B.. 139�23-24 > r/r C r 21+6615 EL�ORO ROAD �o �� I .�. x_ E 21 30' /'1 �' DATED: APRIL 5, 1984 �)� J.J�.J RP DWG. NO. 17-29-RP Qua 6.s1', 21.as 1B.6s' z14' x �z r EXISDNG AC REMOVAL COUNTY OF RIVERSIDE MESA WUUL) UR �� El TORO RD. ®AC GRIND AND OVERLAY o SCALE 1"=40° CURVE TABLE SEE SHEET NO. 5 CONSTRUCTION NOTES 12 ADJUST TO GRADE N0. DELTA RADIUS LENGTH TANGENT EL TORO ROAD DWG. NO. 17-29-RP COUNTY OF RIVERSIDE CONSTRUCT 4"A.C. OVER 6"A.B. CL.11 PER TYPICAL SECTION ON SHEET 2 13 PROTECT IN PLACE i.� 0 40 80 120 160 A 20'5539" 300.Do' 109.58' 55.41' CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207(WIDTH PER mil""I" IQti tilG, �l� til(i til0' �l� tiles tile' 14 e 21'0220" 300.00' 1 f0.16' S5.71' CONSTRUCT 6"TYPE 6'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.N0.200 PLAN) Q 2 BENCH THE APPROXIMATE MARK.-BM 6INTERSECTION OF COLLIER AVENUE AND C 90'00'00" 2500' 39.2T 2500' o lI of N NI Ni uR o I N N'I vl m ti NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 D 210220" 320.00' 11Z50' S9.42' u;l No �I N �I�,^, NI NI m+IN NI NI 2A CONSTRUCT 6"TYPE 6'CURB&GUTTER(COUNTY OF RIVERSIDE STD.NO.. 200) 16 REMOVE AND RELOCATE SIGN PER SHEET 8 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF MI"��I"� ^I� MInn -'l MI"� MI"� E 20°5539" 280.00' f022T 51.71' 17 EX.POWER POLE TO BE REMOVED ONCE UDDTY IS UNDfRCROUNDED ti LIGHT STANDARD(No y)AND 10 FEET SOUTHERLY OF END OF CURB. a 3A CONSTRUCT SIDEWALK(COUNTY OF RIVERSIDE STD.NO. 401), 4"THICKNESS 2 SET CHISELED SQUARE ON NORTHEASTERLY CURB. F 10'49'13" 110.00' 20.77' 10.42' ^^ 18 EX.FIRE HYDRANT TO BE ADJUSTED TO GRADE PER EVMWD 570.DWG. NO. W-7 0 o ELEUAnoN: 1v1.76' c 7650'30' 3Z00' 49.62' 29.35' o- CONSTRUCT CROSS GUTTER PER CITY OF LAKE ELSINORE STD.N0.209 W O H 2O21'02' 1 2731' 9.70' 4.90 6 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN CASE PER PLAN 19 EX.U77LITY BOX TO REMOVED&RELOCATED PER RIVERSIDE COUNTY STD.N0.311 m `JI I(vtin LINE TABLE SAWCUT&JOIN EXISDNG PAVEMENT PER RIVERSIDE COUNTY S70S&DETAIL ON 20 EX.PULL BOX TO BE REMOVED ONCE UDUTY IS UNDfRGROUNDED NO.. BEARING LENGTH 1 1 SHEET 2 EX.£VMWD SAMPLING POINT TO BE RELOCATED/ADJUSTED TO GRADE PER EVMM9 1 NO45'40'E 337.76' W-20 of a^ In CO 27 . O.. CONSTRUCT CITY STREET LIGHT PER SEPARATE PLAN STD.DWG N Q 2 N044'11 E 420.53' +I vl �I +I +I �I �I +I 22 EX.EVMWD AR/lR TO BE AD✓J57ED TO GRADE PER£VMWD STD.DWG NO. W-16A = DIAL 1W0 WORKING 3 N609$6 E 26.99' �l al �I Q �I �I al Q �I Q "2I 9A PROPOSED COUNTY STREET LIGHT PER COUNTY STREET LIGHT IMPR.PLAN g^ �' YOU DIG YOKUDG 4 NO44'11 E 223.14' CB.#B-7-LOCAL DEPRESS/ON CB.#B-1-LOCAL DEPRESSION 10 REMOVE EXISDNG AC PAVEMENT 23 EX.FENCE TO BE REMOVED z W 5 NO44'11 E 80.52' NTS NTS P4 EX. WATER SERWCE CONNEC77ON TO BE RELOCATED/ADJUSTED PER EVMWD STD. `� U TOLL FREE I-aoD-a22-a133 11 EXISDNG VER/ZON CABINET TO BE REMOVED&RELOCATED BY OTHERS DWG NO.. W-9 D) 2 A PUBLIC SERVICE BY B N0'03'J""E 20.01' 14+2W=4 CL CB ST STA. 18+4W=4¢CB ST STA. ~ ¢ UNDERGROUND SERVICE ALERT 7 N70'0333"W 50.00' W=4; CASE B ERSC 07/OS/2021 MB W=14; CASE C MS4362 /P#190029 25 INSTALL `BLUE DOT"TYPE l MARKER PER CITY Of LAKE ELSINORE STD.PLAN N0. O U MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.' SEAL 'AS BUILT"Y' SHEET N0. O CONDITIONS OF DEVELOPMENT AND/OR CITY AND STA TE LAWS AND HA VE BEEN ENGINEERING 357 N. SHERIDAN STREET QpOFESSIpN CITY Of LAKE ELSINORE FOUND ACCEPTABLE. SUITE 117 F� G.0 47 RCE EXP. DATE SW ��p �/�� p�,� 7 U U LAND PLANNING CORONA, CALIFORNIA 92880 1 1, Septiyc REVIEWED BY.. S/ ET//YI�ROYMAfT PLAN O Q TEL. (951)279-1600 - m U O U SURVEYING FAX(951)279-4380 No.36996 A FOR TRAIT 37305--1 j Q L Engineering,Inc INSPECTOR DATE OF ZO SHTS o O ! 7-15-2021 �i(� /�IVt / *sr clv1� P* SCALE AS SHOWN MESA WOOD COURT FILE NC U O R MON HABIB, RCE NO. 8JI56 DATE 1/, ln�'^_ 05/07/21 CAVIF 9jEOF W 2 CITY ENGINEER ' & EL TORO ROAD CITY OF LAKE ELSINORE KEITH G. OSBORN RCE. Na 36996 DA IF DATE AUGUST 2020 ��+gg,�3 TO 18+28.42 21-131 OrvwnA R:\382663�d\SNseh131305-11663-PLN-Si-3)305-I-00).tlwg La b ft fiR0 ROAD —A/202I S 3A PM —2/I01202I 32)- B.— ENG-2019-00480&ENG-2019-00485 Q RANCH ROAD SEE SHEET NO.9 0 A► I TEMESC4L CANYON HLCH SCHOOL R/W I ' R/W o2 TRACT BOUNDARY STREET NAME SIGN �y EL TORO ROAD �-I PER ST IMP.PLANS fX SW24-3(CA) (Typ) TRACT BOUNDARY ® EXIST DRIVEWAY N _ a4 61 �1 32 � WW 40 41 46 4 4 ^ CITY OF LAKE ELSINORE -- - �-- - ---- �vL-- - 0 - -- o COUNTY OF RIVERSIDE rj 238 -- - - PROP.DWY .• ^ a 3 1 40 ClTY/COUNTY BOUNDARY 48 - ` 1 -------_-= - R�3 3171' R/W 4 ' _ - °f --_--- RE RSE CURVE=55' M _ '- `\ - - - - - - - It _ i _ __^ _ _ _____ -�� o CITY/COUNTY I - -� - ' 1 29' -_ sz IMPROVEMEUL QV _ o NTY R ITY OF LAKE ELSINORE R 20 BOUNDA Y 18 19 ti 20 - - 21 _ -- COUNTY OF RIVERSIDE 1 5/100' 4 N EX.R26A(S) - - - - - b EX R/W 4 W 49 - - - - 41 e 1 EX.DWY� N 40 CA \\-- - - I i - - - - N I +� + 1__ MESA WOOD COURT ^ �, EXIS77NG CENTERL/NE�� 1 50 EX W5-1 32 Q EX MARKING ROAD NARROWS O � 0 of ^ 50� X _ EX R/W 0 \ � I ---�----------------- ----------------- � ——————— � I i R26A(S)(CAI 1 III 0 50 EX R7-1&RI-JP a' 1 IIo 32 NO OUTLET"SIGN® EX.R/W�-- -- � I 1 EX RI-1&RI-3P50 W j EX MARKING 50 50 X 6'6"DOUBLE 1 YELLOW CENTERLINE � O I NO STOPPING ANY TRAFFIC SIGNAGE& STRIPING NOTES doZ PROPOSED RUE SIGN(R26A(S)) CROSSWALK No. L�SCRLPrroN I e R R W STOP AHEAD SIGN(W3-1) I I^I 25 INSTALL "BLUE DOT"TYPE I MARKER PER CITY OF LAKE ELSINORE SID.PLAN NO. 422A CITY/COUNTY LINE YoiV1 I 30 GRIND&REMOVE EXISTING S7RIPING/MARKING THERMOPLASTIC "STOP"LEGEND N +J 6%6"DOUBLE EX STOP SIGN(R1-1) TO BE REMOVED RELOCATE EX (CALTRANS STD.PLAN A24-D) YELLOW CfNT£RLINf AND INSTALL STOP SIGN(RI-1)BANDED 31 INSTALL THERMOPLASTIC 6%6"DOUBLE SOLID YELLOW STRIPE PER CALTRANS SID.PLAN A20A(DETAIL 22) 26A SIGN \1 NTH ALL WAY SIGN(Ri-JP) BLUE DOT PAVEMENT 1 \_� -------- INSTALL THERMOPLASTIC 6%6"DOUBLE)ELLOW MEDIAN ISLAND PER CALTRANS REVISED STD. PLAN A20B ` I PROPOSED CURB&GUTTER MARKER WHERE .,, PROP � 6'%6"DOUBLE YELLOW MEDIAN ISLAND APPLICABLE ' (DETAIL 29) -i-------------------- 31 INSTALL THERMOPLASTIC 12'WHIIE LIMIT LINE(STOP)PER CALTRANS REWSED SID.PLAN A24E �_ _ _ THERMOPLASTIC"AHEAD"LEGEND _ _ _ 1 o -6'%6�"DOUBLE YELLOW CENTERLINE (CALTRANS STD. PLAN A24-D) 30 EX FIRE� 1 BLUE DOT�PAV!'MENT� HYDRANT 33 INSTALL THERMOPLASTIC STOP"PAVEMENT LEGEND PER CALTRANS STD.PLAN A240 --- � - , � -- --- MARKER WHERE 30 EL TORO ROAD m PROTECT EX. APPLICABL€ TERETICORN15 AVE 36 INSTALL R26A(S)(CA)SIGN(NO STOPPING ANY 77ME)STANDARD SIZE OR AS INDICATED PER CA-MUTCD W3-1 SIGN 1 3'MIN- __ 39 INSTALL THERMOPLAS7IC YELLOW SCHOOL"PAVEMENT LEGEND PER CALTRANS STD. PLAN A24D i�• a 30 EX FIRE HYDRANT I-.� W1-7 SIGN _- - - - PROTECT EX _ 40 INSTALL THERMOPLASTIC AHEAD"PAVEMENT LEGEND PER CAL TRANS STD.PLAN A240- BERM ------------ W IGN—�-- - �- R26A 41 INSTALL W3-1 SIGN.STANDARD SIZE OR AS INDICATED PER CA-MUTCD S/GN PLACEMENT TYPICAL DETAIL 124:WHITE THERMOPLASTIC LINE 42 INSTALL W3-1 SIGN BANDED TO S7REET LIGHT POLE. STANDARD SIZE OR AS INDICATED PER CA-MUTCD NTS I 7 (CALTRANS SM.- PLAN A24_J STOP, lGd N(Rf-1) 43 INSTALL RI-1 SIGN(STOP)&Rl-JP SIGN(ALL WAY)STANDARD SIZE OR AS INDICATED PER CA-MUTCD JI' 44 REMOVE AND RELOCATE EXISTING SR4-1 ASSEMBLY C SIGN THER4 (CAL TRANS I "STOP"LEGEND 45 REMOVE AND RELOCATE EXISTING Sl-I&W16-9P SIGN ' � I (CALTRNS 570.PLAN A24-D) I a 6%6"DOUBLE YELLOW o- REMOVE AND RELOCATE EXISTING R26A(S)(CA)SIGN(NO STOPPING ANY TIME)BANDED WITH R2-1 SIGN(25) MEDIAL ISLAN4 STOP SIGN.BAR. &LEGEND TYPICAL DETAIL 47 REMOVE AND RELOCATE EXIS77NG R26A(S)(CA)SIGN(NO STOPPING ANY TIME) LEGEND SIGN LEGEND FOR EL TORO ROAD AND WOOD MESA COURT o- REMOVE AND RELOCATE EXISTING R7-1 SIGN(STOP)&R1-3P(ALL WAY) TRACT BOUNDARY NTS - CENTERLINE RI-1 W3-1 R26A (CA) 49 REMOVE EXIS77NO Rl-1(STOP)AND INSTALL Rl-1 SIGN(STOP)BANDED WITH RI-JP NO - - PROPOSED R/W � STOPPING 50 PR07FCT TRAFFIC SIGN/MARKING IN PLACE PROPOSED CURB&GUTTER 51 INSTALL THERMOPLASTIC 8"SOLID WHITE CHANNEL127NG LANE LINE PER CALTRANS S7D.PLAN A20D(DETAIL 38) A PROPOSED EDGE OF PAVEMENT R2-1(25) 52 INSTALL 7HERMOPLASBC PAVEMENT MARKING"TYPE IV ARROW"PER CALTRANS STD.PLAN A24A(LEFT TURN) -- EX/STING R/W Ri-JP SPEED W/6-9P 53 INSTALL WI-7 SIGN.STANDARD SIZE OR AS INDICA7ED PER CA-MUTCD ----- ----- EXISTING EDGE OF PAVEMENT 25 AHEAD p 54 INSTALL )ELLOW CROSSWALK PER CALTRANS STD.PLAN A24F(LADDER) BLUE DOT PAVEMENT MARKER c� "THERMOPLAST/C PAVEMENT MARKINGS BY CONTRACTOR STREET NAME SIGN SR4-1(CA) SI-1 y "WO7E ALL DETAILS AND SIGNS ARE PER CALTRANS STANDARD PLANS W 7 scI ooL ¢O �0 PROPOSED CITY STREET LIGHT SPEED � 25*_0 PROPOSED COUNTY STREET LIGHT ti 7K EXIS77NG STREET LIGHT 2 2 ^ O O ( J PROPOSED SIGN "`11I Q U I `RT EXISTING SIGN FIRE HYDRANT W DIAL TWO WORKING BEFORE 0 DAYS BEFORE YOU DIG YOU DIG SCALE: 1"=40' W U TOLL FREE 1-800-422-4133 Q A PUBLIC SERVICE BY 0 40 80 120 160 UNDERGROUND SERVICE ALERT ERSC 07/08/2021 MB ENG-2019-00480&ENG-2019-00485 MS4362 IP#190029 O PREPARED BY. SEAL 'AS SUIL 7" SHEET NO. O U MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING N. SHfRIDAN STREET CITY FLAKE ELSINORE � O SUI QµOFESSION FOUND ACCEPTABLE. SUTE 117 �o N c.os q<<, RCE EXP. "a j co W LAND PLANNING CORONA, CALIFORNIA 92880 ti�a;� e0P 2� REHEWED BY.. TRAFFIC SIGNING AND STRIPING PLAN O Q U TEL (951)279-1600 '? '� m ^ im SURVEYING FAX(951)279-4380 2. No.36996 A FOR TRACT 31-305--1 ( ✓ 7-15-2021 Engineering,Inc. * * INSPECTOR ;;A�F O O R s SCALE AS SHOWN BENCH MARK: OF 2O SHTS U p R MON HABIB, RCE NO. 83156 DATE ` , , �,y� _ qp cNIV ��P MESA WOOD COURT FILE N0. W 2 CITY ENGINEER r VV ��"^^ OS/07/21 EOFCALIFO & EL TORO ROAD Q Q DATE AUGUST 2020 CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. No.36996 DATE 21-132 OrvwmA R:\382663\G d\SNseh131305-II663-P[N-Si_IRSS-3130.5-I-00&tlwg [ t EL 10.P0/10&NOGG MESA Soretl:5/71—9:16- flo—5n/202I 9:16 AM By--Ranro 41 J6 3 5 .i. 40 14 ` -- •'� ' .. .• � FLATyEAOR " o� R/W ,, RANCH RpAD 36 AD 3 5 ��•(OR��(�� .. ,-.: 2 ..-,:':. ,—_. - - - 6206 O `�20 •. .:. � 32 /W c` 34 a \\, R/W , \ R/W �e 2 STREET NAME SIGN \\ 4 PER ST IMP. PLANS O 11 \\ (TYP.) 7 1 \\ p LEGEND SIGN LEGEND TRACT BOUNDARY R1-1 R26A(CA) R2-1 25) / \ \ • v •`' \ G• - CENTERLINE NO SPEED 10?�1 - - PROPOSED R/W 5i0PPING 25 SE LJ PROPOSED CURB&GUTTER STREET NAME lGN R/W l l/ ll ' PROPOSED EDGE OF PAVEMENT W�1 W74-2 -7 \ \ \\\ BID R105\\ PER ST IMP kANS _--�___ \ \\ �yER 3 (TYP) _L _L 1gq? / DEAD NO \ \ R TRH l ,Q 'PY11i,4 EXISTING R/W \ RJR STREET l Exisnrc EDGE of PAVEMENT END OUTLET \ °, - ,•. `hyS l PER ST NMP.EPCANS\\ l - ------- 31 279' ._ 2 N 20 (TYP.) R/W l l 6 23 ll l /l ll BLUE DOT PAVEMENT MARKER 0UN 21 TRACT BOUNDARY l ll l ll l I SR4-1(CA) �p 1 ROAO 40 ry R/W l// l // ll // l STREET NAME SIGN NCH 5 / , / SCHOOL W3-1 `. 56 53 �" ...:. _ -'�o 24 : i ll // 111 /l � PROPOSED STREETLIGHT SPEED R/W � 2 5 20 •. _ 41 36 R/W / .-'. 31 107' /l PROPOSED SIGN l l l dI EXISTING SIGN \ l SPER TREET NAME SIGN l l ST IMP.PLANS /l FIRE HYDRANT (TYP.) \ l �� - > / � .::" •..._.. STRIPING PER 1/ RAW 5 8 l/NICHOLS SIGNING& / // T•j(/L/S'/ STRIPING PLA � / R/W TRAFFIC SIGNAGE& STRIPING NOTES '00 6 ll / \\ CT BOUNDARY // l ll /� NO DESCRIPTION R/W-�/ �l l�l / // �/ l 25 INSTALL "BLUE DOT'TYPE I MARKER PER CITY OF LAKE ELSINORE STD.PLAN NO.. 422A yam' l ll /l/l l 11l l/ INSTALL THERMOPLASTC 6%6"DOUBLE SOUD YELLOW STRIPE PER CAL TRANS STD.PLAN A20A (DETAIL 22) 32 INSTALL THERMOPLASTIC 12"W 117E LIMIT LINE(STOP)PER CALTRANS REVISED STD.PLAN A24E 33 INSTALL THERMOPLASTIC STOP"PAVEMENT LEGEND PER CAL TRANS STD.PLAN A24D 34 INSTALL R1-1 SIGN(STOP) 0 j PROP. FIRE HYDRANT // 35 INSTALL R26A(CA)SIGN(NO PARKING ANY 77ME) NO PARKING ANY TIME SIGN , (1126A) _ _ _ _ 0 j / / p 36 INSTALL R26A(CA)SIGN(NO PARKING ANY 71ME)BANDED TO STREET LIGHT POLE a NO PARKING ANY 71ME SIGN(R26A) / INSTALL R1-1 SIGN(STOP)BANDED TO STREET NAME SIGN POLE INSTALL THERMLIPLAS77C AHEAD"PAVEMENT LEGEND PER CALTRANS SID.PLAN A24D eTHERMOPLAS77C"STOP" — D CAL TRANS 570. PLAN A24 0 i � - p - 41 INSTALL W3-1 SIGN STANDARD SIZE OR AS INDICATED PER CA-MUTCD ( ) I � o 6%6-DOUBLE YELLOW v / CENTERLINE B' 1' PROPOSE I -I 53 INSTALL WI-7 SIGN.STANDARD SIZE OR AS INDICA7ED PER CA-MUTCD CAL RANCH ROAD ( 54 INSTALL YELLOW CROSSWALK PER CAL7RANS STD.PLAN A24F(LADDER)// W7-7 SIGN PROPOSED CURB&GUTTER l `/ 55 INSTALL W14-1(DEAD END)SIGN.STANDARD SIZE OR AS INDICATED PER CA-MUTCD R2C ACS GNEX _ BLUE DOT PAVEMENT MARKER PROPOSED CURB&GUTTER p• Ir I� I RANCH ROAD 56 INSTALL SR4-1(CA)ASSEMBLY C SIGN. STANDARD SIZE OR AS INDICATED PER CA-MUTCD 6'%6"DOUBLE YELLOW CENTERLINE 57 INSTALL W14-2(NO OUTLET)SIGN. STANDARD SIZE OR AS INDICA7ED PER CA-MUTCD p UT 12 WHITE THERMOPLASTIC LINE + 58 INSTALL CROSSWALK PER CITY OF LAKE ELSINORE STD.NO 411 AND CAL 7RANS STD.PLAN A24F (CALTRANS SID. PLAN A24-E) j - _ -— (BASIC) STREET NAME SIGN W/ STOP SIGN(R7-1) DIAL TWO WORMNC EFOR SIGN PLACEMENT TYPICAL DETAIL —THERMOPLASTIC PAVEMENT MARKINGS BY CONTRACTOR BE "0 DAYS BEFORE STOP SIGN,BAR, &LEGEND TYPICAL DETAIL FOR RANCH ROAD NTs NOTE ALL DETAILS AND SIGNS ARE PER CALTRANS STANDARD PLANS YOU DIC YOU DIG NTS SCALE. 1-40' TOLL FREE 1-80D-422-4133 UNDERGROUND SERNCCCE BY ALERTERSC 07/08/2021 ME1 _, ENG-2019-00480&ENG-2019-00485 ',I so ,c 120 160 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL 'AS BUILT' Z+/TY OF LAKE ELSINORE SHEET NO. COIVO17701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET QROFESS/ON 1. A FOUND ACCEPTABLE SU17E 117 �o CE fXP.=; LAND PLANNING CORONA, CALIFORNIACAL7 92880 der Bey? REVEWED BY. TRAFFIC SIGNING AND STRIPING PLAN TEL. (951)279-1809-1800 a m } SURVEYING FAX(951)279-4380 No,36996 A FOR TRACT 37305"1 OF 20 SHTs Engineering,Ina 7-15-2021 * * INSPECTOR s SCALE: AS SHOWN BENCH MARK: ^/ T civl� ° FILE N0. R MON HABIB, RCE NO. 83I56 DATE �� f l.i� _ 06/11/21 g"OFCAL,l " RANCH RD, RIVER ROCK CT, CITY ENGINEER G. RCE. DATE: AUGUST 2020 & FLATHEAD RD 21-133 CITY OF CAKE ELSINORE KfITH OSBORRCE. No.36996 DATE OrvwnA F:\JB26631Md\Sheeh131J05-1166J-PLN-Si_IMS-J1J0.5-I-009.Owg L)Wt RANpI FOAO —..611 112 0 2 1 I:29 PM HotkJ. A1/2021 I:JO N Sy.*— \ 2 1 C LlF DEP. FISH L 2'HIGH SPLASH WAL DAYLIGHT ZI E PER ROUGH SE NOTE NO CONSTRUCTION OR ETAIL A H�RyEp / / GRA,ING\PLANS \ EA LIMITS LIMITS TO THE r 70P OF SLOPE CITY OF LAKE ELSINORE / DISTURBANCE W/TH/N THE US AGO.E LIMITS E S CONSTRUCTION NOTES QTY UNIT P PER ROUGH FOR MA/NIENAN Pl(RP EROSION CONTROL PER SEPARATE PLAN PER RO \ ry / i 60 CONSTRUCT 6"PCC ACCESS ROAD WITH/4 0 18"O.C.BOTH WAY$2"CLEAR ON TOP 3,944 SF / G ADIN AN / AND 3"CLEAR ON BOTTOM J \ \ •.\ 10,YR. FLOOD AI 0- CONSTRUCT CONCRETE CUTOFF WALL PER DETAIL ON SHEET 11 35 LF 62 CONSTRUCT 1'WIDE CONCRETE V-DITCH PER DETAIL ON SHEET 11 229 IF _�� o 1:19 f 63 CONSTRUCT 18"HIGH SPLASH WALL PER DETAIL ON SHEET 11 26 LF /\� L TON RIPRAP 64 CONSTRUCT WALL DRAIN PER DETAIL ON SHEET 11 1 EA 65 INSTALL 1/4 TON RIP-RAP PER DETAIL ON SHEET 11 3,170 SF o- BEN 1'PTE. ITCH 66 CONSTRUCT 4'WTDE SLURRY BACKFlLL PER DETAIL ON SHEET 11 35 CY Q z I � DAYL Ll I�ER `, \ KfYSTONEWAU d fENONC ° L AU ORIZED WORK ZONE WITHIN R \ ` � I BY AC'E R Sff H 15 I \-. WATERS OF THE STATE 17 \ / \ I C DA 0GkT LlN I C OF 8 W7R" SEE SEPARATE SWR \k - �• / I C 1 �\ SCALE: 1"=70' W8 &WTR PLANS LEGEND - zp 14 ;.;: , I 2', �!0 20 30 40 CENTERLINE 3O 6 � 4 F ^ 1j TON R/PRAP® 2p' S SEE SEPARATE SW SEE ROUGH GRADING PLANS FOR CONTINUA 77ON OF DITCH 6 &W7R PL NS R6 1 2909QW °o 0 0 � / / PROPOSED RAW W B A,�7�� H=17.00 / SPLASH WALL � PROP.ST. CL �' ^+� SLURRY 6 �/ / r -- PER RG PL NS I PROPOSED CURB&GUTTER �7 73 - ,� 0, o „ l p, 41.00 L OGB �13 ---� FLOW DIRECTION E L`I= TC l EASEMENT LIMITS 70 7H '�� /G DITCH QI TCfi OF SLOPE LIMITS TO THE Oh `J d.; CITY OF LAKE ELSINORE GB 3 50 P `'2 O/� I / / J�9 ,$ / °o o FOR MAINTENANCE PURPOSES yo)- & VALVE ITY OF LAKE ELSINORE O� V O/� ps�� / 0 �+ w (/ hti T EL „� I 13 FOR MA/N1ENANCE PU POSES �� DITCH PER •1 STREET NAME SIGN n^ 0 /• TO 0 SLOPE RG PLANS M '� PROP. °i� _/� PROP SlD ALK /RAW /o:a a s� DAYLIGHT P OP. 67F"C&G / 2% / \'\ AUTHORIZED WORK ZONE WITHIN 36..�0 I '� 13391- STORM GRAIN LINf/MANHOLE �� SIDEWA 3I= �^ V / ID.SEE., ffNp T Ion. .y �/ y �,� ° \•. �WAIERS OF THE S7A7E 9/ 38.Od BY(OGRH7 SfE SNfET Q� G 38.00 GBH SEWER LINE/MANHOLE - ,Id' gxai 1 / - s d °_ - \'• DITCH DITCHI g8?" -tv' 1'\W7 E D/7 H© \.\ ti GB��BH 36.43i�j3 WATER LINE SPLASH ALL FL 9q -;-' 1a GP B R FN' 1 11 8 W/Df-4' 37.38 F 11 � PROPOSED CITY STREET LIGHT 1340 a y 3.1!/ 3Z 88GB �� ti6.4�1-' 45 7 A SOLVER /13 5>,80'� U70FF WALL DITCH ® GEOGRID RETAINING WALL � h 1h�.`� T � / \ 13 EEr 0R GO // R .�'S' � �\ a u � ® SPLASH WALL SPLASH WAL ° 62 37 I6 �\o ` s C ,7�6• \" / 134 4'k7 E SLURRY _ _ _ _ ° \ ° d- ° �' DAYLIGHT LINE \ R of PROP. 6"C&G P \ yk�T'S58 9� \ BACKFlLL © - a - a g, 36.00 —1340� EXIS77NG CONTOUR - IY� GOR ,, I C, �3� -ate\ \ DITCHI `�` / / �h /,�`�.`° ° __ 1 _ \•. ��1340� PROPOSED CONTOUR $ 2% VrA, pl �I2 W �O d 8 °' a ,,g� \� - - \ I DAYLI 0. "� ��i / n � 1 = Q ° a a CALIF DEPT t1' PROPOSED SIGN o "3 G R °��/ a \ ° \ 36.00 2' —° \h 'Q U\,VE t / Imo.^ d _\a° \ FISH&WILD IFE DITCH :� �l'.'� 1 61-0 G 1 5 �y l /> EXISTING SIGN �.JfR 5 xg- 1, 11411 5�5 _ �" S OF 4 FM ° \\ F GB 1�6� I � GJ 5� > � 1 8 N11`�RVER1�13 �rorn � �/ &W7R SEE PPLAA TE S SWR ALL BY I � ❑W WATER METER - g01 OUP hl \ d GEOGR� I ra /� 2 _ �1� ° \ tOP R/W �Iv .- OF 18"RCP SD 6 1'WIDE DITCH - a 9 FIRE HYDRANT {S' \ r P O�SPE SEA SEPARATE SD PLANS ° 4 DA KIGHT LINE \ �� \ a _a _, d a. �R. \ �l \� PROPOSED SLURRY BACKFlLL 1 '(\ P 7 �/� +/ \ � n a° - °,5",� ° _° - 1340 \ \ n T �� I PROPOSED CUTOFF WALL ` RIP�is! i ={ 7HR U H WALL OF 8"DETAIL A _ CAU.D P. F. \ �A 5 l i N- 5 6"PCC PAVEMENT �I DUFF \ 05. G1N �+ -PER GfOGT ° a SCALE 1"=4' � E14 /)C y E SHEET 5 SEE SEPARATE SWRC 73 / - i OF 1 &W7R PL S y 5 4s KEYSTONE WAIL E SHEET 15 CONTECH F0077NG __ `"0 1hry o I 1 6 1 PROP. T1 P iJ' BY GEOGR/D.SEE SHffT 15 ° - SLURRY BACKFlLL UNDER n�- ` 1326.g8B1y SIDEWAL�C WALLS BY GEOGR/D '5/Y/ k1 H=19 3 PROP. 6"C& ✓�" iO PSp -I a °� 1 0 YR. L 0� 1328 3329 01 IN � r�0 G\{ DA G T /Nf / KEYSTONE WALL k - o, s. 4 0 0 LOPE \ 0E� `1j33g,k3�6 a �,. :\ ffNC/NC BY CEOCRN3 �I ) \\ \ I 1 DE I �I a CL OF 30a RCP SD r 1 N�5' 1 /' EASEME T U l TO 7Hf \ ` 'g SEE SHEET_ SfE SEPARATE SD P A S k a INS 0� 5 / CITY OF LAKE ELSINORE ,13�Y o o ,� ' �MAINTENANCE PURPOSES 6 �� I /PROP. ST. ¢ 0 6 UTHORIZED WORK ONE Wl IN 1 % \\ 4 C� WA7ERS OF THE$TA � �' �\ g0 "� tiY'a 1_1 c k CALIF.DEPT. OF / 6 \ FISH&W7L L E AUTHOR D WOR ZONE WI THI -. ,. ._ .�� L ° A ERS THE STAT — '� sm 5 PROP. SIDEWALK b 1�- 4 33a 4 �� FS PROP. 6"C&G 13FS � 1 L H A \ >34569 _ 1�4�00 DAYLIGHT LINE T34p �i�- \ 8 \ TC ° \ A \ SEE SHEET 4 FOR EASEMENT L/M/TS TO THE \\ DRIVEWAY APPROACH CITY OF LAKE ELSINORE \ FOR MAINTENANCE \D 1 TC NOTE NO CONSTRUCTION OR \ DISTURBANCE THIN THE US ACO°E EFOD W/ERGS/ON CONTROL PER SEPARATE PLANYOU YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 07/08/20Z ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. DA IF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL "AS BUILT" CITY OF LAKE ELSINORE SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET RoFE Sio FOUND ACCEPTABLE SU17E 117 doe G.0 NqY RCE EXP. DATE ��p 1 LAND PLANNING CORONA, CALIFORNIA 92880 �� SN SgOP�yc RENEWED BY. STREET N►IrROVEMENT PLAN 10 TEL. (951)279-1800 ti'� y m SURVEYING FAX(951)279-4380 N..36996 a FOR TRACT3BO5/ 7-15-2021 Engineering,Inc. * * INSPECTOR DA 7E OF 20 SHTS sr clv\\- v SCALE AS SHOWN BENCH MARK., FILE NO. R MON HABIB,RCE NO. 83156 DATE 05/07/21 QJEOF'C'A ARCH CULVERT CROSSING CITY ENGINEERCITY OF LAKE ELSINORE KfITH G. OSBORN R.Cf.No.36996 DATE DATE AUGUST 2020 PLAN VIEW 21-134 OrvwmA R:\382663\G d\5°roh\31305-II663-P[N-Si_CULVERi-3)305-I-OIO.tlwg [ t ARCH CULYFRI CR055WC Sore¢11/5/2020 1:21 PN -2/I0/202I 428 AM Or- BRIDGE CC AT CC OF STREET WAY STREET¢ El PROPOSED STREET GRADE \�R IFS R/W AT¢OF BRIDGE FENCING BY 10.0T CF 20.16' Po.77 CF 10 09' FENCING BY LANDSCAPE LANDSCAPE ARCHITECT ARCHITECT I VARIES 4.03' 6.04" 705" W 8.06' SD 5.04" 6.05, FM 14.12' 6.05, 4.04' VARIES 1133790 S W S FENCING BY LINE B h�y� GEOGRID A-COE FENCING BY N'y°i n3ky PROPOSED STREET GEOGRID 2 2.1 MAX. 21 M X GEOGRID WALL z JOINT TRENCH - TOP OF 2 / I 10 18"IMDE 6'DEEP 'p '0 STRUCTUREo 76' v DIRECTLY BEHIND GEOGRID LIMITS GRI LENGTH 2' i 2' o i GEOGRID WALL CURB 8'W IB" m L L n W 1341.11 INV O RCP SO "� o MIN. W W MIN. / 'N 4'FM `L 1339.35 1339.43/NV ---------- ------------ ---- `�," 16" 1.3't o00 0 / GRI LENGTH t1.5• POT 18 SD TTI PER C NTECH \ W i t732799 - _ TOP OF CULVERT ea \ t1325 ---_--- TOP OF CULVERT - PER CON7ECH NORTHERLY GEOGRID LIMITS TOP OF CULVERT I33779 7338.73 - "� FL -- a - - t132799 EXISTING 133755 NORTHERLY EXISTING GROUND DAYLIGHT FROM 719P GROUND _WSE loam ��'- - OF FOOTING TO EX \ / _• BEDROCK N GROUND. AVOID A.C.O.E. •�-._ �• LIMITS EXIS77NG GROUND AT CC OF BRID� ___-. �I�I�I�I�I�I�I�I�I 4 SOUTHERLY �__��._._._._.�•-•-•-•- '-' SOUTHERLY EXISTING GROUND i= EXISTING GROUND SLURRY BACKFILL TO BEDROCK ro EXISTING GROUND 1 ?y- -- AT CC OF BRIDGE OR BELOW SCOUR DEPTH BY CH �- --___-----_______________ _ --- CONTECH e ----------------- --------------- ------------------------ ------- ------------ -- -_ --_�_�____�---��"-�� — SCOUR DEPTH- ( 31 ) - - - - n a, ~�EXISTING GROUND AT CC OF BRIDGE EXISTING STOVEPIPE EXISTING STOVEPIPE CANYON CREEK SECT/ON ® CULVERT CL - NORTH TO SOUTH CANYON CREEK FLOWUNE N.I.S. FLOWLINF 14012' GRADING OF 1/4 TON ROCK RIP—RAP SECT/ON ® CULVERT CL - WEST TO EAST H=3' PROPOSED N.T.S. FINISH SURFACE 2"-6- EX(SEE GROUND METHOD B PLACEMENT GROUND (SEE PLAN �- ROCK SIZE (ft) PERCENTAGE SMALLER THAN 1'WIDE DITCH SEE CONST NOTE 62 -- ------ 1/2 TON (2.25') ---------100 1/4 TON (1.80') ---------50 2 CAL TRANS CABLE RAILING 1 TO BE CENTERED ALONG 4®18'O.C. 39 75 LB (0.95') ---------10 THE 6'DITCH FLARE BOTH WAYS J. DETAIL PER KEYSTONE CLR WALL PLANS. t20' CLR TING PROPOSED 6"PCC rzow GROUND 1 GEOGRID WALL SEE CONST NOTE 60 GROUND -- - TON RIPRAP g GROUND a SII SEE SHEET 15 o W SEE CON_NQTE 65 14 0 12'MAX t20.73" 2' VSACf STOVEPIPE - - PER PLAN CANYON SEE CONST NOTEI CREEK y4 ®12"V I x I EXIS77NG ? GROUND - CONTROL LINE CONTROL LINE 6'WIDE SLURRY I I 6'LAYER "� BACKFILL TO BEDROCK J_ x I FILTER FABRIC OR BELOW SCOUR BY __ _ x - OR BELOW SEE SHEET 151: "' ��1--- y / ' 6"LAYER SECT/ON �B� lam- FlLTER FABRIC N.T.S. LL61 CONCRETE CUTOFF WA FILTER FABRIC 6'LAYER BACKING NO.3...- ,..� N I.S. (MIRAFI-180N) SECTION "A"I 6 -� N.I..S. 6„ Qc 's. 6„ 6. -- R/PRAP65 USAGE 2' VARIES PROPOSED 6 PCC -� � �- PROPOSED SEE CONST NOTE 60 * BOTTOM I-TOP OF SOFR RIPRAP GROUND I EXISTING GROUND vARres la I GROUND TON RIPRAP EXISTING � i I I f=- STOVEPIPE i TON RIPRAP-- �- -� SEE CONST GROUND 6'X6"X70"X70' W.WM ----- NOTE 65 Ili i \\ I 1 VARIES TOP OF DITCHI CANYON SEE CONS? CREEK 1�1 Sz NOTE 65, h STOVEPIPE EXIS77NG n DA YL GIB F TO i-I� 2 CANYON GROUND E,e 5� / EXISTING yoffaf/Y07ES CREEK ?& 10% 1.CONCRETE SHALL BE CLASS 560-C 3250(AIR BLOWN SHALL BE CLASS 600-B-3250) SLURRY DOWN TO BEDROCK PROPOSED CUTOFF WALL -__ -- PROPOSED a OR BELOW SCOUR DEPTH SEE CONST NOTE 61 --- DITCH FL 2 REINFORCING SHALL BE b'"X6"-VN 4 WELDED WIRE MESH(WWM)OR APPROVED EQUAL 1 -v� 3 GROUND SHALL BE PRE-WETTED PER SOILS ENGINEERS DIRECTION PRIOR TO PLACEMENT OF CONCRETE PROPOSED FL '� W/DETV-DITCH PER GE07ECHNICAL RECOMMENDATIONS TOP OF SLURRY= - BOTTOM OF RIPRAP 6"LAYER SLURRY TO HAVE A MINIMUM p N. 28-DAY COMPRESSIVE FILTER FABRIC STRENGTH OF 150 PSI FILTER FABRIC ` 4'WIDE SLURRY BACKFILL 'Dy II TO BEDROCK OR BELOW SECTION » 0 ° 6"LAYER 4 SCOUR DEPTH. SEE N.I. 4, S. - _ CONST NOTE 66 �/3 0 24"O.C. SECT/ON "Cv 8X6X16"CONC SLURRY BACKFIL @ N.TS P4^ CAL TRANS CABLE RAILING TO BE BLOCKS,GROUT ALL N.T.S \J� 1'V-DITCH CENTERED ALONG THE 6-DITCH FLARE i CELLS SOLID 4"ATRIUM DETAIL PER KEYSTONE WALL PLANS. IMBED 2"MIN.INTO P P 24" DRAIN 6' PER P FRESH CONCRETE CONSTRUCTION NOTES 'NOTE NO CONSTRUCTION OR & o�\ P� N 2' 2' DISTURBANCE WITHIN THE US ACO.E UWTS CONSTRUCT CONCRETE CUTOFF WALL PER DETAIL ON SHEET 11 PROPOSED = -I 3"THICK V-DITCH O RET. WALL BY GEOGRID FINISH SURFACE ° a 62 CONSTRUCT 1'W1Df CONCRETE V-DITCH PER DETAIL ON SHEET 11 .L INVERT 12- 63 CONSTRUCT 18"HIGH SPLASH WALL PER DETAIL ON SHEET 11 NC7,�= �J V l� 1-4'SCH. 80 PVC OU7LET PER PLAN (®22 MIN/MUM PER PLAN 1P�R P LENGTH OF WALL IS 4'UNLESS 64 CONSTRUCT WALL DRAIN PER DETAIL DN SHEET 11 01AL 1W0 YS BEFORE G SECTION""' NOTED ON PLANS BEFOG 660RE k 65 INSTALL 1/4 TON RIP-RAP PER DETAIL ON SHEET 11 YOU Cc rou ENG SPLASH WALL@ TOLL FREE 1-800-a22-a133 WALL DRAIN DETA/L@ N.TS. 63 66 CONSTRUCT 4'W1DE SLURRY BACKFILL PER DETAIL ON SHEET 11 A PUBLIC UNDERGROUND SERVIG E ALERT E BY N.rs. 64 ERSC 07/08/2021 ME E N G-2019-00418p($-EQ-0®-60&8fA614E8N G-2019-00485 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR/A IF PREPARED BY., SEAL "AS BUILT' SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STA 7E LANS AND HAVE BEEN ENGYNEERING 357 N.SHERIDAN STREET ROFE S/0 CITY Of LAKE EL51NORE FOUND ACCEPTABLE SU17E 117 PoeN G.OS qYP, RCE EXP. DATE 1 [AND PLANNING CORONA, CALIFORNIA 92880 ��5 e�Pyyc REVIEWED BY., IMPROVEMENT PLAN 11 TEL. (951)279-1800 y m SURVEYING FAX(951)279-4380 No.36996 a FOR TRACT 37305-1 7-15-2021 Engineering,Inc. * * INSPECTOR DATE OF 20 SHTS sr crv1� v SCALE., AS SHOWN BENCH MARK.• FILE N0. R MON HABIB,RCE NO 83156 DA7E � ARCH CULVERT CROSSING 05/07/21 fDFcnieo CITY OF LAKERELSINORE KEITH G. OSBORN R.C.E.No.36996 DATE DATE' AUGUST 2020 SECTIONS & DETAILS 21-135 OrvwmA R:\382663\G d\SNseh131305-17663-P[N-5T_CULVERi-3)305-I-OII.Owg La�nut ARCH W[4fRT GP055INC SECR0.45 ANO OFIA25 Sored II/5/1010 I1:55 AM R L&.1/10/1011 8:1g AN 6.Orone _ O / I, LINE TABLE NOTE NO CONSTRUCTION OR Q , DISTURBANCE WITHIN THE US AGO.E LIMITS O 1 EASEMENT UM TS/T THE / NO. BEARING LENGTH CITY OF LAKE ELSINORE / CULVERT HORIZONTAL CONTROL � FOR MAINTENANCE Ll N 4'06'J5"E 1.45' PURPO S / NUMBER NORTHING FASTING DESCRIPTION ELEVAl10N B� L2 SJ*45 6"W 5.00 / / /� 2202306.7850 622733L 4872 DUTER EDGE OF CONTECH F00 nNG 1329.09 p4� / ----CALIF DEPT. OF e 2202272.8504 62273535936 OUTER EDGE OF CONTECH FOOTNG 1329.09 L3 53'45'S6"W 45.00' FISH&M9LDLIFE C L4 S33°04'S5'E 99.00' _ 22022335502 62272932654 DUTfR EDGE OF CONTECH FOOTNG 1326.98 D 22022674848 6227271-1590 OUTER EDGE OF CONTECH FOOTNG 1326.98 L5 S56°09'04'E 15.75' \\ E 2202270.1676 6227312.3763 CL lNL OF RANCH RD.AND CULVERT CL N/A L6 S18'4532"W 30.75' L7 S33°0455"E 40.50' �y L8 57452'17'E 2325' 39� \'. 42 \ 43 RIPRAP HORIZONTAL CONTROL RIPRAP HORIZONTAL CONTROL EASEMENT LIMITS TO THE l j•- / ,� ` NUMBER NORTHING EAS77NG DESCRIPTION ELEVA 77ON NUMBER NORTHING EAST/NG DESCR/PT/ON ELEVATION / CITY OF LAKE ELs/NORE 5 2202345.5028 6227358.4417 EDGE OF RIPRAP 1333.20 25 22022321532 6227269.2420 EDGE OF RIPRAP 132700 FOR MAINTENANCE / l TO PURPOSES _ 1 //,- O N R/PRAP� 6 22023372249 6227353.6867 EDGE OF RIPRAP 1332.50 26 22022354466 6227270.0811 EDGE OF RIPRAP 1325.10 � �^"'•---- _._ / ' � -i/ i" 7 2202JI8.3521 6227348.9897 EDGE OF RIPRAP 1332.00 27 22022436552 62272878760 EDGE OF RIPRAP AT WALL FACE 1326.20 CALIF.DEPOT. OF /� AUTHOR/ZED WORK /. (y �iV 8 2202300.IJ24 6227334.6275 EDGE OF RIPRAP AT WALL FACE 1331.75 28 2202234.0960 6227294.1033 EDGE OF RIPRAP AT WALL FACE 1329.00 FISH&WILDLIFE ZONE WITHIN WATER i O \ � / of THE STATE / i i 9 2202326.3039 6227366.0675 EDGE OF RIPRAP 1332.00 29 22022572572 6227279.0152 EDGE OF RIPRAP AT WALL FACE IJ27.00 / L RRY ST CENTERLINE /l BACKFlLL BY o i i \ 10 2202319.3000 5227361.4000 EDGE OF RIPRAP 1330.00 30 2202256.0838 6227276.3621 EDGE OF RIPRAP 132700 6 36 EOGRID 1 r R / \ 11 2202312.3702 6227358.7575 EDGE OF RIPRAP 1329.00 31 2202252.1534 6227268.6055 EDGE Of RIPRAP 132700 6 1, ACKFILL BY //�/ l/_L ARMY COBP �� ALNN1S 12 2202310.4153 6227358.5312 EDGE OF RIPRAP 1328.80 32 2202248.2230 6227260.8490 EDGE OF RIPRAP 132700 I oX / 34 CONTECH 13 2202294.6034 6227354.3751 EDGE OF RIPRAP 132710 33 2202247.2171 6227257.8631 EDGE OF RIPRAP 132700 FoonNc i �`i / ti TON Rl£PRAP o t -- "-N 1 - v` ��/ \ / 9 \\•.� 14 2202280.3979 62273474834 EDGE OF RIPRAP AT WALL FACE 132770 34 2202259.9975 6227250.3453 EDGE OF RIPRAP 1334.00 I AUTHOR/Z£ K E s�v `O N 7 G�1/O \ 15 2202264.5339 62273578178 EDGE OF RIPRAP AT WALL FACE 1334.00 35 220226J0653 62272530668 EDGE OF RIPRAP 1334.00 ZONE WITHIN WA7E o 7 -- -----OF THE ST Z� - --- ==- - --- ----- ---- - --- --�1[� \ 16 2202295.6563 62273726627 EDGE OF RIPRAP 1334.00 36 2202271.1980 6227260.2815 EDGE OF RIPRAP AT WALL FACE 1334.00 - �n 1 _;� � �� / 1 �U N fi 12 \WORK 17 2202289.6000 62273836000 EDGE OF RIPRAP 133500 37 2202268.0306 6227271.9969 EDGE OF RIPRAP AT WALL FACE 1328.60 \ ZONE 6NR WATER 18 22023056497 622739504/2 EDGE OF RIPRAP 1326.50 38 2202306.2392 6227330.6493 EDGE OF RIPRAP AT WALL FACE 133300 33 32 T - 1 _ >E u. 31 1_ p___-- -- OF ARMY CORP 510 / 2- \. 19 22022175191 6227288.4733 EDGE OF RIPRAP AT WALL FACE 1332.00 39 2202351.1401 6227333.6045 EDGE OF RIPRAP AT WALL FACE 133Z 30 Of E�y RP 29 - Of fNGINffRS LIMBS 5 73 // \, 20 2202210.8486 6227279.6831 EDGE OF RIPRAP 1332.00 40 2202352.3389 6227334.4153 EDGE OF RIPRAP AT WALL FACE 1337.30 T \ 21 2202214.0612 62272772860 EDGE OF RIPRAP 1330.00 41 2202354.6948 62273371781 EDGE OF RIPRAP 133700 f�~ �26 N J CULVERT CENTERLINE�E I J y� TON SHfT R/PRAP �\ 25 - __ 27 1� O \•\ 22 2202210.0754 6227272.7780 EDGE OF RIPRAP 1330.00 42 2202355.8974 6227337.9926 EDGE OF RIPRAP 1336.50 it o S� 23 2202218.9712 6227267.5763 EDGE OF RIPRAP 1329.00 4J 22023551716 6227339.4204 EDGE OF RIPRAP 1336.00 24 2202226.3000 62272634000 EDGE OF RIPRAP 1328.00 24 `\vS o - a o 1 18 ARCH CULVERT is 23 o TON(p RIPRAP, o - - m C'; :✓ o BY CONTECHH1 SLURRY BACKFlLL V ----- -"- - --= 2'TYP-I CONTECH gE SHEET 10 T \ g C FOOTNG 1 B ,j a \ - 17 /' TOP OF FOOTING 22 J 4'DEEP CUTOFF WALL i�s. I 1 - 4 / HORIZONTAL CONTROL POINT -1Jr- SEESHEET 10 o i / 20 ' SLURRY I _ o a `\ (1' OUTER EDGE OF FOOTNG / BACKFlLL BY - a - \ - 1' SEE POINTS A THROUGH D GEOGR/D 19 ST CENTERLINE - �- \� a v I I: LEGEND - ° SL RRY BACKFlLL BY CONTECH °° TO BEDROCK OR BELOW SCOUR O a o o a CENTERLINE d DEPTH EASEMENT LIMITS TO THE \ I a° -\� EASEMENT LIM1 S TO THE�1� -- PROPOSED R/W CULVERT CONTROL POINT LOCATION DETAIL CITY OF LAKE fLSINORE o - - CITY OF LAKE ELSINORE FOR MAINTENANCE \ ❑ I \ `FOR MAINTENANCE 1 I N.LS PURPOSES O a o `� PURPOSES PROPOSED CURB&GUTTER ° //J� FLOW DIRECnON CALIF.DEPT OFJ GEOGRID RETAINING WALL FISH&WILDLIFE \ - a a ••� � - a6"PCC PAVEMENT\v .Q �\ 1 I \ a SEE SHEET 10 a\ I - I'I ® SPLASH WALL a a a I a I I MINE PROPOSED SLURRY BACKFlLL '•� ! o p a PROPOSED CUTOFF WALL 1 SCALE 1" '=70 � I I 9 " r 6"PCC PAVEMENT \ 60' a 9 0 10 20 30 40 --- -- -- CONTECH FOOTNG 10 P0' 20' 10" - -a- o- o I -- --� SLURRY BACKFlLL UNDER RfT. WALLS BY GfOGRID \ 6 4 0 o a a I� __ 4' 6' �` FACE OF TLLNE SLURR BACKFIL BY G£OG LOWEST CALIF.DEPT FE TO BEDROCK OR BELOW SCOUR I �FISH&WILDLIFE DEPTH- WHERE APPLICABLE "RT AUTHORIZED WORK - _ a I ZONE WITHIN WATER `_-�-•�• a �1._ OF THE STATE I DIAL 1WO WOWNC 1 e a BEFORE DAYS BEFORE I I o YOU DIG YOU DIG TOLL FREE WALL LAYOUT L/ 1-800-422-4133NE A PUBLIC SERVICE BY N.TS. UNDERGROUND SERVICE ALERT ERSC 07/08/2021 MB ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. CA Tf THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL "AS BOIL Y" C�Of LAKE ELSINORE SHEET NO. FONDI nONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN im fNCINffRLNC SU1 N. SHfRIDAN STREET µOFESSio FOUND ACCEPTABLE. LAND PLANNING CORONA, 92880 �2�'tH 0°oyBo<Fy RCE EXP. DATE STREET IMPROVEMENT PLAN 12 TEL. (951)279-1800 g � Py m REVIEWED BY. FAX(951)279-4380 No.36996 A FOR TRACT 37305-1 7-15-2021 -LEngineering,Inc. A, * INSPECTOR DATE OF 20 SHTS R MON HABIB, RCE NO. 83156 DATE Y" � /'1 sqr cCA ��°' SCALE AS SHOWN BENCH MARK: FILE NO. CITY ENGINEER 1V7�� OS/07/21 FOFCAL1Fo ARCH CULVERT CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. No.36995 DATE DATE AUGUST 2020 HORIZONTAL CONTROL 21-136 -,I,R:\382663\G d\SNseh131305-II663-PLN-ST_CULVERi-J)305-1-012C"g Lr t.ARpI CUL-1 H0PlZ0NTAL CPVIROL $OMO:Il/5/1010 I:51 PM .11.2/I6/2021 1 10 AM BY Drone NICHOLS RANCH KEYSTONE RETAINING WALL PLANS 1.0 SCOPE OF WORK 7.0 FOUNDATION SOIL NOTES 13.0 UTILITY NOTES 17.0 KEYSTONE WALL DESIGN NOTES 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING KEYSTONE WALL BLOCK AND MIRAGRID GEOGRID REINFORCED 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS,OR AS DIRECTED BY 1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, 1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE THE PROJECT GEOTECHNICAL ENGINEER AND THEREFORE MAY NOT BE INCLUDED.IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION.IF THE SOIL STRENGTH PARAMETERS ARE FOUND CONFORMITY WITH THE LINES,GRADES AND DIMENSIONS SHOWN ON THE ROUGH GRADING PLAN BY K&A ENGINEERING,INC. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD,THIS DESIGN IS NO LONGER VALID AND IT IS THE DATED MARCH 2O20. ACTUAL FOUNDATION SO IL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS.UNSUITABLE SOILS ARE AND/ORPLANS.MODIFICATIONS TO THE DESIGN AND/OR PLANS MAYBE REQUIRED,AND MAY TAKE UP TO TEN BUSINESS DAYS. RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL 2. WORK INCLUDED: DE FINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. 2. UTILITIES MUST BE PROPERLY DESIGNED(BY OTHERS)TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL SYSTEM CAN BE REDESIGNED.FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING A. FURNISH INGKEVSTONEWALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. UNITS,REINFORCED SOIL MASS,AND SURCHARGE LOADS(IF ANY). WALL. B. FURNISHINGKEYSTONE SHEAR AND REINFORCEMENT PIN CONNECTORS. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL 3. STORM DRAINS ARE PRONE TO LEAKING.THEREFORE,IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE 2. SOIL DESIGN PARAMETERS: C. FURNISHING MIRAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT.NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPE A. REINFORCED SOIL: PHI=32DEGREES C=OPSF GAMMA=130 PCF D. STORING,CUTTI NG AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE 4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACI ILL,AS RECOMMENDED BY THE PROJECT GEOMCHNICAL JOINTS ASA MINIMUM. RETAINED SOIL: PHI=32 DEGREES C=OPSF GAMMA=130 PCF CONSTRUCTION DRAWINGS. ENGINEER. 4. WATER LINES,INCLUDING IRRIGATION SYSTEMS,MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL.LEAKAGE FOUNDATION SOIL PHI=32 DEGREES C=0 PSF GAMMA=130 PCF E. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN BEHINDARETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE.FOR 3. DESIGN PEAK GROUND ACCELERATION(2l3•PGA.PER2019CBCANDASCE7.16):0.58G BA BASE COURSE NOTES AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. THIS REASON,SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION,GRADATION AND PLASTICITY INDEX AS STATED IN 3ECTIONB.STHIS 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS,UPON UNDISTURBED SOILS,OR FOUNDATION F. ERECTION OF KEYSTONE WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. ZONES OF THE RETAINING WALL,OR WITHIN SFEET OF REINFORCEDZONE. SHEET SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. 2.0 REFERENCE DOCUMENTATION A EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL 14.0 FlELDQUALITY CONTROL AND QUALITY ASSURANCE NOTES 5. CONSTRUCTION. USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL 1. KIIA ENGINEERING,INC.,ROUGH GRADING PLAN,DATED MARCH 2O20. UNIT. 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. CONSTRUCTION. 2. GEOTEK INC.,GEOTECHNICAL EVALUATION,JOB NO.2248-CR,DATED DECEMBER 3,2019. B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK(MINIMUM). 2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL 8. LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY 3. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT,THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL,HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN 7. INTERNAL STABILITY OF WALLS APPLICABLE DOCUMENT. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS.GAPS ARE NOTALLOWED. ACCORDANCE WITH THE SE SPECIFICATIONS AND THE DRAWINGS. A. MINIMUM FACTOROFSAFETYONGEOGRID STRENGTH=1.60 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE B. MINIMUMFACTOROF SAFETYON GEOGRID PULLOUT=1.50 9.0 ERECTION NOTES C. PERCENT COVERAGE OFGEOGRID=100% 3.0 SPECIAL PROVISIONS INSTALLER'S EXPENSE. 1. RED ONE ENGINEERING,INC.(RED ONE)ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS,SUITABILITY 1. EXCAVATION SUPPORT,IF REQUIRED,I$THE RESPONSIBILITY OF THE CONTRACTOR,INCLUDING THE STABILITY OF THE 8. EXTERNAL STABILITY EXCAVATION AND ITSINFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 4. PROJECTEDGEOTECHINICALREIN ENGINEER PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND A MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING=1Ji0 OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. GENERAL:ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS,AND AS SPECIFIED COMPACTED IN THE REINFORCED BACKFILL ZONE. B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING=2.00 2. REDONESIHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT;COST OF ADDITIONAL SUBSOIL A TESTING FREQUENCY(OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) HEREIN. C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS=2.00 EXPLORATION;AND FOR ALL LABOR TOOLS,EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK.THE OWNER B. ONE TEST FOR EVERY 2 FEET(VERTICAL)OF FILL PLACED AND COMPACTED,FOR EVERY 50 LINEAL FEET OF RETAINING WALL. 3. AL L GNMENST COURSE THE SAME ELEVATION UNITS THE PREPARED UNIT MATERIAL.SECTION OF E BASE COURSVARY ON E. D. RACKFIUNIFORM SURCHARGESSHOWN SHOWN E LANSTR AN STRUCRAL LCULATIALC ONS SHALWNERSHALLBLEFORALLSUCHCOST. ALIGNMENT.MAINTAIN TIRESOME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF ME BASE COURSE. C. COMPACMPACTITHE HAND-OPERATE TO COMPACTION ENTIRE AREA OF THEREINFORCEDSOILZONE,INCLUDING THE AREA E. BACKFILL SLOPE=A35HOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,STATE AND LOCAL REQUIREMENTS FOR THE COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. BY 4. ENS E CONCRETE ALL UN TS SIDE-BY-SIDE IN FUL OR FULL LENGTH TH NATURAL ORCOMPAC.ALIGN L BASE. 9. GLOBAL STABILITY(70 BE CONFIRMED STATIC LOBALAL ENGINEER) EXECUTION OF THE WORK INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS. 5. PROJECT GEOTEC INCLUDING ENGINEER TESTALL FOUNDATION, SOIL PROPOSED AND EIN O THE SEGMENTAL RETAINING WALL 4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE,THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE S. PLACE LINE CONCRETE UNITS THE BACK FOR FULL LENGTH ARE NO ALLOWED BETWEEN THE MAY DONE CON CONSTRUCTION,INCLUDING SOIL IN THE FOUNDATION,RETAINED AND REINFORCED ZONE WALLS,TO VERIFY A MINIS FACTOR OF SAFETY AGAINST SEISMIC LOCAL STABILITY PROPOSEDRETAINING WALLS AND ALL UNDERGROUND FEATURES,INCLUDING UTILITY LOCATIONSWITHIN THE AREA OF STRING WALLUITS.MEASURED FROM THE BACK OF THE BLOCK GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE COMPLIANCE WITH THE MATERIAL SPEC IFICATIONS AND ENGINEERING PROPERTIES. B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILffY=1.15 CoNSTRUCTION. WALL UNITS. 8. INSTALL SHEAR/CONNECTING DEVICES PER MANUFACTURERS RECOMMENDATIONS. 15.0 STATEMENT OF SPECIAL INSPECTIONS 18.0 APPLICABLE BUILDING CODE S. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALLIS),INCLUDING INTERNAL STABILITY AND 7, PLACE 12 INCHES(MINIMUM)OF DRAINAGE AGGREGATE BETWEEN,AND DIRECTLY BEHIND THE CONCRETE WALL UNITS.FILL 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.5. ALL CONSTRUCTION SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE LOCAL EXTERNAL STABILITY WHERE APPLICABLE,BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE.RED VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE.PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS ATTHE LOCATIONS PROVIDED 9INCHES OF THE FINAL GRADE.CAP THE BACKFILLAND DRAINAGE AGGREGATE ZONE WITH 91NCHES OF IMPERVIOUS MATERIAL. A UNIT DIMENSIONS. 19.0 KEYSTONE RETAINING WALL PLAN SHEET INDEX TO US,INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 8. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE,TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE B. ANCHOR WALL UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372,INCLUDING COMPRESSIVE STRENGTH AND WATER SHEET 13. TITLE SHEET AND NOTES 4.0 GENERAL NOTES REINFORCED ZONE.SLOPE THE MAIN COLLECTION DRAINAGE PIPE,LOCATED JUST BEHIND THE CONCRETE RETAINING WALL ABSORPTION,AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1969. SHEET 14. KEYSTONE WALL PLAN VIEW 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0. UNITS,1 PERCENT(MINIMUM)TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS.DAYLIGHT THE MAIN COLLECTION C. FOUNDATION PREPARATION. SHEET 15. KEYSTONE WALL PROFILES CHANGES TO THESE PLANS OR DOCUMENTS,INCLUDING GRADING,DRAINAGE,UTILITIES,SURCHARGE LOADS OR GEOTECHNICAL DRAINAGE PIPE TOM APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT ORAT 150 FOOT(MAXIMUM) D. UNIT PLACEMENT,INCLUDING ALIGNMENT ANDINCLINATION. SHEET 16. TYPICAL WALL SECTIONS AND CONSTRUCTION DETAILS PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS.RED ONE ENGINEERING SHALL BE NOTIFIED OFANY SUCH CHANGES INTERVALSALONG THEWALL. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED. 9. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE.ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE F. BACKFILL PLACEMENT AND COMPACTION. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH COMPACTED BEFORE INSTALLATION OF NEXT COURSE. G. DRAINAGE PROVISIONS. KEYSTONE COMPAC III BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS.ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 10. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT.ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN 3. TYPE AND EXTENTOF SPECIAL INSPECTION: 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES,UTILITY EASEMENTS,WATERSHED LEVEL,ALIGNMENT,AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. A SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. EASEMENTS,OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER.RED 11. INSTALL EACH SUCCEEDING COURSE.BACKFILL AS EACH COURSE IS COMPLETED.PULL THE UNITS FORWARD UNTIL THE 4. TYPE AND EXTENT OF EACH TEST: ONEENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL,OR IF CONSTRUCTION OF LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE.INTERLOCK A. MODULAR UNIT DIMENSION SHALL BE VERIFIEDONCE PER WALL PRIORTO THE STARTOF CONSTRUCTION. THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES.ATTACH CONCRETE RETAINING WALL B. CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 7PERCENT. SURVEYORAND MUST BE BASED ON COMPUTER GENERATED SITEIGRADING PLANS AND NOT PROFILE PLANS DONE BY THE 12. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS ENGINEER OF RECORD.SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER THE SHOP DRAWINGS. AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. INDICATED ON THE ENCLOSED PLANS AND DETAILS.FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING ORIENT GEOSYNTHETIC REINFORCEMENTWITH THE HIGHEST STRENGTH AXIS PERPENDICULART)THE WALLFACE. D. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT,PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF CONSTRUCTION AND CORRECT BLOCK PLACEMENTAGAINST THE LOWER BLOCK'SAUGNMENT DEVICE DURING CONSTRUCTION. ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. E. GEOSVNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE 5. WALL GEOMETRY,LOCATIONS,SLOPES AND SURCHARGE LOADS FORTHE SEGMENTAL RETAINING WALLSWERE MEASURED c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION.PLACEMENT OF GEOSYNTHETIC FROM THE GRADING PLAN REFERENCED ABOVE.IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN,THE o. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE BACKFILLSOILS.PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING RETAINING WALL PLANS. DESIGN AND/OR PLANS.MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW,AND MAY TAKE WALL UNITS.PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS UP TO TEN BUSINESS DAYS TO COMPLETE. e. THEGEOSYNTHETIC REINFORCEMENT SHALL BE INTENSION AND FREE FROM WRINKLES PRIORTO PLACEMENT OF THE BACKFILL PRIORTO AND PERIODICALLY DURING CONSTRUCTION.BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED 6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SOILS.PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUTAND SECURE IN PLACE WITH STAPLES,STAKES,OR BY COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-00 YARDS SPECIFICATIONS,THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6INCHES OF LOOSE FILL OF BACKFILL PLACED. L THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS.SPLICES IN THE G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS: GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTEDAND PRIOR TO BACKFILL. 1. THE WALL CONTRACTOR SHALL DOCUMENTCOMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT.AT LEAST 5. SEISMIC OR WIND RESISTANCE: 2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WI ND RESISTANCE PER CBC 1706. LESS THAN 250,000 SQUARE FEET. REINFORCEMENT.KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. 6. STRUCTURAL OBSERVATIONS: 3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. h. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. A. THE RE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 7. SPECIAL INSPECTION NOTES: 6.0 MATERIAL NOTES 10.0 BACKFILL PLACEMENT NOTES A THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO,AND NOTA SUBSTITUTE FOR,THOSE INSPECTIONS 1. CONCRETE RETAINING WALL UNITS:KEYSTONE COMPAC III RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS 1. PLACE REINFORCED BACKFILL,SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. REQUIRED TO BE PERFORMED BY THE CITYS BUILDING INSPECTOR MANUFACTURED BYSIERRABUILDING PRODUCTS UNDER LICENSE FROM KEYSTONE RETAINING WALL SYSTEMS. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES(LOOSETHICKNESS)WHERE B. WORK RELATED TO SOILS SHALL BE PERFORMED BYTHE GEOTECHNICAL ENGINEER OF RECORD,AS PER THE PROJECT 2. GEOSYNTHETIC REINFORCEMENT:MIRAGRIDAS SHOWN ON THE DRAWINGS. HAND-0PERATED COMPACTION EQUIPMENT IS USED,AND NOT EXCEEDING 12 INCHES(LOOSE THICKNESS)WHERE HEAVY SELF GEOTECHNICAL REPORT. 3. LEVELING PAD BASE PROPELLED COMPACTION EQUIPMENT IS USED. 16.0 SUBMITTALS A AGGREGATE BASE:CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE SACKOF THE RETAINING 1. THE GEOTECHNICALENGINEERSHALL SUBMIT VERIFICATION TO REDONE ENGINEERING PRIOR TO THE START OF SEGMENTAL ACCORDANCE WITH ASTM D448: WALL UNITS. WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: SIEVE SIZE PERCENT PASSING A. COMPACT TO 90 PERCENTOF THE SOIL's STANDARD MAXIMUM DRY DENSITY(ASTM D1557)FORTHE ENTIREWALL HEIGHT. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. I INCH 100 C. UTILITY TRENCH BACKFILL:COMPACT LITILITYTtENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF O 3/4INCH 75TO100 THE SOIL'S STANDARD MAXIMUM DRY DENSITY(ASTM D1557),OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. N NOA 0TO 80 D. MOISTURE CONTENT:AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. O NO.40 0TO 50 E. THE SE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER N No.200 0 TO 5 4. AT THE END OF EACH DAYS OPERATION,SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED)FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. B. BASE THICKNESS:8 INCHES(MINIMUM COMPACTED THICKNESS). A THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE I\ 4. DRAINAGE AGGREGATE:CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN RETAINING WALL SYSTEM. ITEM QUANTITY UNIT ACCORDANCE WITH ASTM D448: B. IN ADDITION,THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 5. KEYSTONE RETAINING WALL 2,900 SF SIEVE SIZE PERCENT PASSING ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING,REQUIRINGTHE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES.GENERALLY,WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, 1 INCH 100 TYPICALLY CLEAN SAND AND/OR GRAVEL.ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF 3/4INCH 75 TO 100 CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. (n NO OT060 NO.40 0 TO 50 11.0 CAP UNIT INSTALLATION NOTES Z NO.200 OT05 1. APPLY ADHESIVETOTHETOPSURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. Q 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. J S. REINFORCED FILL SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER OF,GW,SP,SW,SM OR SC TYPE, 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 0- CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: 12.0 WALL CONSTRUCTION TOLERANCE NOTES J 1. WALL CONSTRUCTION:TOLERANCES: SIEVE SIZE PERCENT PASSING A. VERTICALALIGNMENT:TOLERANCES:PLUS OR MINUS I-1/41NCHESOVERANY IO-FOOT DISTANCE,WITH AMAXIMUM DIFFERENTIAL OF$INCHES Q OVER THE LENGTH OF THE WALL. ?� 31NCH 100 B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: NO.4 20 TO 100 B.I.STRAIGHT LINES:PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE,WITH MAXIMUM DIFFERENTIAL OF 3INCHES U, NO.40 0 TO 60 OVER THE LENGTH OF THE WALL Z NO.2DO OT035 8.2.CORNER AND RADIUS LOCATIONS:PLUS OR MINUS 121NCHES. 8.3.CURVES AND SERPENTINE RADII:PLUS OR MINUS 2 FEET. Z A THE PLASTICITY INDEX(PI)SHALL BE LESS THAN 20. C. IMMEDIATE POST CONSTRUCTION WALL BATTER:WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING Q B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE(3)INCHES. WALLUNITS. C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML,CL,OL,MH,CH,OH ORPT. D. BULGING:PLUS OR MINUS I-1141NCHESOVERANY IO-FOOT DISTANCE. W D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS.WHETHER ON-SITE OR IMPORTED,SHALL BE SUBMITTED TO THE Of ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. W 6. DRAINAGE PIPE:PERFORATED OR SLOTTED PVC OR CORRUGATED HOPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 Z AND/OR ASTM F405. 7. CONSTRUCTION ADHESIVE:EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER O (N } W Y PREPARED FORTHE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION WAY VISTA,CA 92081 ,/A' DO TEL 780 509 0079 ' / I G o 1295 distribution way vista,ca 92081 Alli 65 O mattQredieng veering m rn 0 Do RETAINING WALL SYSTEMS,INC engineering Inc -Sr' 07/0s/2021 MB ENG-2019-00480&ENG-2019-00485 I MARK REWSIONS APPR. DATE THESE PLANS HAW BEEN RENEKED FOR COMPLIANCE NTH 7HE APPROPRIATE PREPARED BY.: SEAL "AS BUILT" CITY OF LAKE EL SINORE SHEET NO.. _ CON017701VS OF DEVELOPMENT AND/OR CITY AND STATE LAMS AND HAVE BEEN �$�pFEMS/ Z FOUND ACCEPTABLE. y M' ` REN£N£D BY.'RCE EXP. DATE STREET IMPROVEMENT PLAN 3 < l I 19 No.I1e429 FOR TRACT 37305-1 of 20 SHTs N '0! V 7-15-2021 INSPECTOR DATE J si �* SCALE..-AS SHOWO R ON HABIB,RCE No. 8JI56 DATE a/n/zozo OF \ice KEYSTONE RETAINING WALLS Tn£ND. v CITY£NCINEER DATE.- FEBRUARY 2020 21-137 Z CITY OF LAKE ELSINORE IATTHEW MERRITT R.G£.N0.68429 DATE R:\l Active projects\Nichols Ranch\Construction Drawings\C809-19086NNO-ST.dwg,SHEET 1,8/17/2020 10:04:36 AM P=13 1 \ �QfjSTRUCTION_JJOTE� \ I 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. \ \ 2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. I RED ONE ENGINEERING, INC. SHALL BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN \ THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION 129 \ \ / \ OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. P=13 4.0 \ \ 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. �y \ 4. GEOGRID, INC. TO PROVIDE SUBDRAIN STUB OUT AS SHOWN ON THE WALL Vol PROFILES. THE GENERALTLCONTRACTOR/DEVELOPER ASSHOWN IS RESPONSIBLE FOR PROVIDING CONNECTIONS AND/OR OUTLETS AS SHOWN ON THE WALL PROFILES AND IN + \ ACCORDANCE WITH THEIR CIVIL ENGINEER. SLURRY BENEATH KEYSTONE WALL. SEE SECTION 5.2.2 OF THE \ LIMIT OF GEOGRID GEOTECHNICAL EVALUATION FOR \ REINFORCEMENT(TYP.) SPECIFICATION, (TYP.) BAD pop CONTECH FOOTING (TYP.) i �p i 0+92_.50 I ". *00 O0 O WALL #2 WALL#1 / x. OP . i o. m FIRE HYDRANT IN GEOGRID ZONE. SEE PROFILE t / FOR REDUCE STORM DRAIN IN GEOGRID LENGTH, GEOGRID ZONE B OT'X" \ . KEYSTONE RETAINING WALL #1 AND #2 PLAN VIEW SCALE: 1'= 20' PREPARED FOR THE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION WAY I,e d VISTA,CA 92081 TEL 7805090079 ■ I 1295dlstrl 920 Way Vista,ca 92081 phone 760.410.1665 onemaft@redlengineering.com RETAINING WALL SYSTEMS,INC engineering Inc ERSC 07/08/2021 MB ENG-2019-00480&ENG-2019-00485 MARK RENSIONS AFAR. DATE THESE PLANS HAVE BEEN RENEIKED FOR COMPLIANCE WTH THE APPROPRIATE PREPARED BY: SEAL "AS BUILT" CITY OF LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �pfESSI RCE EXP. DATE 14 FOUND ACCEPTABLE. ra. REHEMED BY. STREET IMPROVEMENT PLAN } y No.6a429 FOR TRACT 37305-1 a- 20 sHTs 7-15-2021 / ,qqQ,A/// INSPECTOR DATE ,/'-/ s's CIVIL �* SCALE.• AS SHONIV FlLf NO. R ON HABIB,RCE No. 83156 DATE (`-/ C Tf op g�Clf� CITY ENGINEER 6/n/2020 KEYSTONE RETAINING WALLS CITY OF LAKE ELSINORE 'MA77HEW .MERRIIT R.C.E.NO. 68429 DATE DATE.' FEBRUARY 2020 21-138 R:\1 Active projects\Nichols Ranch\Construction Drawings\C809-19086NNO-ST.dwg,SHEET 2,8/17/202010:04:39 AM 1356 11.11Y.-Ilp, —N-S'.-mmc M-0'.SLOPE-:----- -to;s 1356 1354 250- TO 11354 2 1352 TOP THREE LAYE IRS GRID LE TH-100' ry 1352 1350 _ TD AVOID INT TREN CUNFLIR v+ 1350 III 1348 - �� al -*---� -I-__-�1346 1346 - L 1346 i r 1344 - -- - 1344 SECON ARY 1342 -- -- - -- - - - REINF EMENT IDRAFI 1342 - REI F YERS=�4�TYF 1340 ---, - - - - - - - - 1340 1338 1338 - - - I - - - - - - I I 1336 -- -- -- 1336 1334 1334 1332 CME 1 3RADA - - - 1332 1331 USAGE 1330 1328 JURISI 117TION 1328 1326 1326.98 BV cDN7ECH `"• 3y::$TFi31:jpUgzN::yFT:ry;.NEAyVP4k:: 1326 r:v FOOT 7'.ER•:SIDtSD•L-3B:•IHDDGIED)•:.?•:.::•: 1324 Y HENEATHJCEYSTDNE MALL SLURRY YLIGHT QtADE •''•;<';';;{H�7�q.•1+5aLr5D;aT1Q+63S5v: 1324 SEE SECTION 5.2,2 OF THE CONTECH •::??•;•;t•RAP:•1„§3�,.,si,:•lXN:•1'•d6�•;90;•:•:•:•;•: 1322 CHNICAL-EVALUATION :'�"`''''''•: 1322 SPECIFICATION. SLURRY BENEATH KEYSTONE H .•:•:.•:.•:.•:.•:•.• ... WALL.SEE SECTION 522 1320 44444'.ELEV.1317.1 ::EL'EV})3I6r3::•:i}i: •: OF THE GEOTECIfiw�1320 ESTIMATED SCOUR➢EP7HQ;gyp .; q EVALUATION FOR 1318 PER KRENGINEERING 1j;, kJ; ,. SPECIFICATION. 1316 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 KEYSTONE RETAINING WALL #1 PROFILE SCALE: 1"= 6'H:V 1358 —11- .9l.OrE + -M-1 .9LOrr____-F- + - -17.-LEVEL -+ - - - -M-10;SLOPE- --H=0'7 1358 C7H=�-0'1 le-lfN -LENGTIF--16.0' 1 GFH---" CRIB- CTH-- 1356—r+Ok .TO_t+t2 iL00 1+ST.7 � •1* .7YTQY+2z50 -10.3+51.50- t 1356 1354 1354 STA 1+20 TO 1+38 I_ _ _ _ _ 1352 I TOP GRID LENGTH=6.0' I -~ I I 1352 O'AVOID F1RE HYDRANT CONFLICT F ——"�- - —t - 1350� - �- rn �I I I I 1350 1348 ® 1 1348 1346� 1346 1344 - 1 — I - -- - I 1344 777 1342 - -- - - 1342 -- --� 1340 1336�... 1337.76 av - -- . \. I 1 -- ` - - 1338 ECH 1335,76 BV. Y - �T RADIUS I ARCH OR j 1336 1334 _ i-- _ 1334 1332 - - i \'�USAGE-JURISDICT ___ ! 1332 SECONDARY LINE i I I I I REINFORCEMENT MIRAFI T I 1330 1330 3%T LAYERS-4'(TYPJ -- - I ..332J.0 -- --------' ;.;;rnr,.•:.:::::.•:rn' vr:-•:-:•.•:::::::::::::::::?::-:: •::v?:::::::::::. 1328 'CUNT CH •• :•:::::.•:.:•:•::::::.::.::.:::: ::;.;.;.;.;.:.:.::.:. .r-' LONTELH `SUBDRAIN OUTLET LOCATIDlIJ FUU G •326,42 ::�;•:: i:J?1 i }??}}??: ??: ??: 1326 1 ••• FOUTIN DAYLIGHT TO GRADE 1326 SLURRY PER �- SLUR PER '.,%: ----- SLUR BENEATH EYSTONE CONTECH C NTECH 132 4 4 132 '`` MALL.SEE SECTI 322 - - rrerrs•:.•:. PLANS- - - 'PLANS "ri'dtiYt'si�Y�r'`rii�::?:•:•:•:•:•::•iii:••t:•i:•:}:•i:•::•:r:'�:? :�:•::•:: - •• ..}`:..................................... —�_.T GEOTECIN CiTL 1322 y:};•;{ BENEATH B NEATH II EVAtUATIOWPOR 1322 y:.;;.;}: FOOTING �- - F 1 - SPF "'•':i:;;£C ��gA•;}:{{:: }:::;:;:::::iJ:{•:a{v:i{ i:;i:??}:{•: 1320 - -- ••ES:FIRh47E•D.6000R•:OEP.iH•::•}:.:;;•. .;::::}•:.;.•:.::.:.:}:. ;:::: 1320 1316 - -�•}} :� •.`•! .K!<�: SI�F1f .S:; ::.•:.::•::.•::.:: .•:::::::::::::. 1318 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 KEYSTONE RETAINING WALL #2 PROFILE SCALE: 1"= 6'H:V I EGENn 4'CAP UNIT B"CAP UNIT COMPAC III UNIT 0 MIRAFI GRID 3%T MIRAFI GRID WIT FINISH GRADE ------- TOP OF WALL TN BOTTOM OF WALL BW GRID LENGTH GL POINT OF CURVE PC PREPARED FORTHE EXCLUSIVE USE OF prepared by POINT OF TANGENT PT 1295 DISTRIBUTION O20N GRID CHANGE WAY I, ANGLE POINT AP 9 TEL 760 509 0079 ■ 1295 distribution way Vista,ca 92081 hone 760.410.15 On e matt@redl ng need g.com RETAINING WALL SYSTEMS,INC engineering Inc ERSC 07/08/2021 MB ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. DAIS THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.: SEAL "AS BUILT" CITY OF LAKE ELSINORE SHEET NO. CONDIRONS OF DEVELOPMENT AND/OR CITY AND STATE CAWS AND HAI/E BEEN �pfESSl01,- RCf EXP. DAIS 1 FOUND ACCEPTABLE. 1 REVIEMED BY.- STREET IMPROVEMENT PLAN 0 I y No.615429 FOR TRACT 37305-1 OF 20 �s 7-15-2021 / �//L SCALE. AS DA IF R CN HABIB,RCE No.83156 DATE y/'��'K s, r". ki �* SCALE. AS SHOWN FILE N0. CITY ENGINEER a/n/zozo °F LAL`f KEYSTONE RETAINING WALLS CITY OF LAKE ELSINORE IATTHEW .MERRITT N0.68 229 DATE DATE. FEBRUARY 2020 21-139 R:\l Active projects\Nichols Ranch\Construction Drawings\C809-19086NNO-ST.dwg,SHEET 3,8/17/2020 10:04:45 AM a a I 1 KEYSTONE 4" OR 8" ; KEYSTONE CAP UNITS (TYP.) COMPAC III UNIT ! I ---------- c _ 0 L 8'Wall Step Elevation Elevation Elevation a 6"Crushed Rock ` Leveling Pad Excavation Limits .. .. .,.... FP 112"x 519" ALL BLOCK COURSES SHOWN BELOW 6" W Fiberglass Pins CAP UNIT ARE KEYSTONE COMPAC III UNITS o 0 ID ATTACH CAP UNITS WITH CONSTRUCTION ADHESIVE 6"Leveling � _. �. ::.. ��. .._ : '�.: �.•... . Q• •Q Pad Front Face Geogrld Is to be Placed on Level Backfill and Extended Over the — Fiberglass Pins. Place Next Unit. _ Pull Grid Taught and Backfill. 18 18" 18" Stake as required. Top of Wall Cap Steps I— " " Plan Plan Plan Excavation Limits G` Grid &Pin Connection (D)Com ac III Unit Detail E 8"Cap Unit Detail �4"Cap Unit Detail B Levelin Pad Detail CABLE RAILING PER FINISHED GRADE PER GRADING PLAN CALTRANS B11-47 SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST BLOCK UNIT. PERFORATED LID CABLE RAILING PER CAP UNIT SLEEVE-IT"" CALTRANS Bll-07 (12.0 X 24")DEEP TOWER FILL SLEEVE WITH CONCRETE,SET BAC_L-PE VARIES CONCRETE, CUT THE GEOGRID LEVEL TO 2:1 MAX. "~ AROUND THE FEET SLEEVE-IT PER DETAIL G 4 BLOCK SLEEVE-ITT"SYSTEM LOWER SLEEVE-IT Y BELOW TW UNIT AS NECESSARY POCKET TO ACCOMMODATE DITCH REINFORCED FINISHED GRADE PER GRADING PLAN BACKFILL ZONE UNIT BACK 4"OR 8"CAP UNIT =III—III—III—III—III GEOGRID BASE PER PROFILE -III-III—III—III—III III-III-III-III-III= *FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE—IT ARE I-III—III—III—III—III LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK — UP TO 8—FT, PRIVACY — — III—III—III—III- II- UP TO 6—FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. 10' MAX. POST _ _ _ _ I—III—III—III—III—III SPACING. III II� I I-I I I-1 I I EI I III I _ III Detail of Fence Post Installation Using Sleeve-ItTM 1224R KEYSTONE COMPAC III BLOCK — — — — — — I-I I — — --I I I I I-I I I-I I I-I I I-I I I =IIMIMIMII=III KEYSTONE x w — GRID LENGTH PER PROFILE -- I I-I I I-I I I-III—III HEADWALLS _ _ _ _ _ I -I I I-I I I-I I I-I I I-I I I (BY OTHERS) = I I Ed I Ed I I=I I I=I I I -I I I-I I I-III-III-I I y w 24"WIDE DRAINAGE COLUMN— - III—III—III—III- A _X"CRUSHED ROCK 1=III-III-III-III-I I 2'MIN. 5 5"X3 112"X1/2"ANGLE 1=III=III=III=III=I I I � REINFORCED SOIL _ _ _ _ 3/4"BOLT-16"O.C.- 0 I I-III-III-III-III GEOTEXTILE ATTACHED FINISHED GRADE -I I I-I I I-I I I-I I I-I I WITH CONSTRUCTION ADHESIVE LOW SHRINK PORTLAND CEMENT PER GRADING PLAN GROUT 1800 PSI MIN.COMPRESSION - — STRENGTH TO FILL AREA SHOWN. I-III—III—III—III-I 3.5'RIP RAP SECTION I I-I I I-III-III-III 4'SECONDARY GEOGRID _ INSIDE BRIDGECOR PER GRADING PLAN PER PROFILE(TYPJ —:II I-I I I-I I I-III-III *DETAIL FROM CONTECH BRIDGECOR PLANS °� — I�III—III—III—III-II j 4'PERFORATED PVC SDR 35 SUBDRAIN II I-III—III—III _ p ° RAISE BOTTOM OF GRAVEL COLUMN TO MATCH EXISTING GRADE OUTLET LOCATION PER PROFILE I-III—III—III—III-I Ke stone Block at Brid eCor Headwall I I H PLACE BLOCK DIRECTLY ON SLURRY I-III—III—III—III y g II=III=III-III-I I I-II -II_II-I - _ -III-I =III-I I-III-III-III=III-I-i I-I I I=I I I=I I I=I I I=I I I-I I I _- I I=1�I- I =III _ _=_ ____- 11=III=III=III=III-III=III=III=III=III=III-III=1 I PREPARED FOR THE EXCLUSIVE USE OF prepared by =III=I = d -III-III-III-III-I -e - - III-III-III-III-III-III-III-III-III-III-III-III ,2s�DISTRIBUTION� wnv SLURRY BENEATH EE SECTION S�"2 WALLOF 1T�. III-I I I �III-II-III-III-III-III-III-III=_==II-III-III-III-III-III-III-III-III-III-III-III- �.ed GEGTECIINICALEVALUATIGNFGR :.•.......... =III 1 I III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III TEL 760 / 1295 distribution way P P vista, ca 92081 SPECIFICATION. — — — — — — — — — — — — — — — — — — — — — — — — — — �D O n v phone 760.410.1665 .Y.:DETAIL maft@redlengineering.com.1.66 com BLOCK ON SLURRY DETAIL Typical Keystone Wall#1 and#2 Section RETAINING WALL SYSTEMS,INC engineering Inc ERSC 07/08/2021 MB ENO-2019-00480&ENO-2019-00485 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL "AS BUILT' CITY OF LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN QppFESS/dr,• RCE EXP. DALE 16 FOUND ACCEPTABLE O u. 'Y yp` a REWEMED BY. STREET IMPROVEMENT PLAN } 6! No.68429 2 INSPECTOR DATE FOR TRACT 37305-1 OF 20 sHTs 7-15-2021 / s SCALE: AS SHOWN ��F FILE NO. R DN HABIB,RCE No. 83156 DA 1E 'lfICAUF CITY ENCINEER /�� - DATE.- FEBRUARY 2020 KEYSTONE RETAINING WALLS CITY OF LAKE ELSINORE MATTHEW M.MERRITT R.C.E.NO. 68429 DATE 21-140 R:V Active projects\Nichols Ranch\Construction Drawings\0809-19086NNO-ST.dwg,SHEET4,8/17/2020 10:04:54 AM HORIZONTAL HORIZONTAL CONTROL FLOW CONTROL POI M B POINT C (SEE BRIDGE (SEE BRIDGE PLAN VIEW) PLAN VIEW) KEYSTONE HEADWALL BRIDGECOR TWO RADIUS ARCH (rp) -SPAN x 9'-10'RISE 7 GAGE,HOT-DIP GALVANIZED VERTICAL SETTLEMENT JOINTY,'BLACK INSULATION BOARD JOINT FILLER BACKED WITH GEGTEXTILE.LOCATED AT THE A TRANSITION FROM THE FOOTING TO THE LEVELING PAD. ro MARK ENDS N 'RED' FLOW KEYSTONE CROWN CENTERLINE HEADWALLS ----------------------------- KEYSTONE HEADWALL (BV OTHERS) WINGWALL �x.v r R5-11' 34'-0"SPAN 12'MINT, .1 • HAUNCH _!� i� 1 5 CROWN A /x 5"X3112'X1Y2"ANGLE CONTECH BRIDGECOR 3I0"BOLT-16'O.C. —— GEOTEXTILE ATTACHED T (OUT TO LENGTH) WITH CONSTRUCTION ADHESIV O'-3" E LOW SHRINK PORTLAND CEMENT GROUT 18M PSI MIN.COMPRESSION HORIZONTAL w STRENGTH TO FILL AREA SHOWN. V CONTROL ONE FULL BLOCK LENGTHWREINF FILEDF INSIDE BRIDGECOR ° POINT D MIN.AND EMEND TO THE1I2•'ANGLE mees""anExrs.wer°rxF irva°e cxesrs mrxecau"ucnnws. 0 (SEE BRIDGE OUTSIDE EDGE OF FOOTING Ia M'.ErvEMm Pa.ETEU .'E�s°o:s" PLAN VIEW) SECTION A-A R2•0• HORIZONTAL REINFORCED CONCRETE NOT TO SCALE CONTROL FOOTINGS(SEE SHEET 19 FOR FOOTING DESIGN) POINTA CROWN -_ (SEE BRIDGE BRIDGE PLAN CENTERLIN PLAN VIEW) SCALE=1.120 D CONCRETE ARCH FOOTING BRIDGECOR TWO RADIUS ARCH(END VIEW) 0 34'-0"SPAN x 9'-10"RISE SCALE=1:120 KEYSTONE HEADWALL BRIDGECOR TWO RADIUS ARCH BATTER TO BE DETERMINED 34'-0'SPAN x 9'-10-RISE BYOTHERS-IF REQUIRED 7 GAGE,HOT-DIP GALVANIZED AS ORCED FLOW— CONG MFOOTGNED BY THEE AYE WIDENEDR.THE AT THE CONCRETE FOOTINGS MAYBE WIDENED AT THE ENDS OF THE STRUCTURE TO: CROWN HAUNCH • ACHIEVER HEADEQUATE TTLEMEHEADWALL AT THE. KEYSTONE HEADWALL DETAILS WA W RISE MAINTAIN THE SETTLEMENT PAD IN JOINT AT THE FOOTING I LEVELING PAD INTERSECTION, NOT TO SCALE COMBINRS'-11' INTERSECTION AS REQUIRED. WINGWALL INTERSECTION AS REQUIRED. MARK ENDS RED' REINFORCEDCONCRETE FOOTINGS(DESIGN BY OTHERSRSTHAN N CONTECH) 9 TO•-8••(OUT TO OUT LENGTH) BridgeCor•e �'� TWO RING LAYOUT v (OUTSIDE VIEW) _d °j MTH arzsrz9zo �� SCALE-, BRIDGE PROFILEer MTH 312512020 *CBC sCAL 1 t2o aeue. Gec-zz881 - EngineeEev� FOR APPROVAL CBG22881 EnginaaEe �y FOR APPROVAL C NTECH° BRIDGECOR TWO RADIUS ARCH sa,a °mo alz5n9zo WNTECH° BRIDGECOR TWO RADIUS ARCH sa,a mo alz5lz9zo ENOINI sownoN;LLC STRUCTURAL PLATE 34'-0"SPAN X 9'-10"RISE zax scc ENOINEERED SOLUTIONS LLC STRUCTURAL PLATE 34'-0"SPAN X 9'-10"RISE zax scc <om NICHOLS ROAD-LAKE ELSINORE EDE xXX "`°"'°`"EB.`° NICHOLS ROAD-LAKE ELSINORE EDE °XXX �a "Er �P" �P"° rE H _ 9925Da„NeP°,, oHas�9_=I oHas949 �.a,M�.,..e.�c..�.nmNm..•.M.am-"925�"�eP°I"„D,,"d" �,"",I", ,..,.-,�oA„....A..a....w....�.,°,.�.._m.. p,,..,.so.e,..°.o."o.a -« , - 1.1 FAX LAKE ELSINORE CAa DpTR a� a-122 „° LAKE ELSINORE,CA - 2 6 vlsloN o6scRlPrloN 3 6 ESTIMATED QUANTITIES FOR BRIDGECOR FOOTINGS: CONCRETE = 64 cubic yard RE-STEEL = 7,700lbs. DUT"14"'D� t WO WORKINGAYSYo 00-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 07/08/2021 M8 ENG-2019-00480&ENG-2019-00485 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL "AS BUILT" SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN BC OFESSIOp CITY OF LAKE ELSINORE 17 FOUND ACCEPTABLE. Engineer po ey RCf EXP. DA7f CBC ENGINEERS&ASSOCIATES,LTD. OBepa Nak i REVIEWED BY. STREET/MPROVEMENT PLAN 125 WESTPARK RD.,DAYTON OH 45<59 _ t" FOR TRACT 37305-1 937428-6150-cbmng@cboang.00m O881B2 a 7-15-2021 INSPECTOR DATE OF 20 SH TS CMI Engimer SCALE' AS SHOWN FILE NO. R ON HABIB, RCf NO. 83I56 DATE �; � J12512020 0'xq p't CITY OF LAKERELSINORE DEEPA NAIR R.C.E.No.C86I32 EXP. 91JO12020 DATE lFOF CA�IFO DATE MARCH 2O20 CONTECH CUL VERT 21-141 ON-WOVEN FILTER FABRIC TRENCH MINIMUM LIMITS OF COMPACTED SELECT EMBANKMENT NOBEPLALEDBETWEENTHE ALL COMPONENTS MUST BE ASSEMBLED 5"x3�'x7a'ANGLE CONDITION GRANULAR STRUCTURAL BACKFILL CONDITION SELECTBACKFILL AND IN THE SAME ORIENTATION AS SHOWN 2"LONG MP BOLTSNUT ADJACENT EMBANKMENT 11.S BACKFILL WIDTH 11 BBACKFILL WIDTH FILLMATIVE FOUNDATGN IN THIS DETAIL,PAY CLOSE ATTENTION SEE NOTE#1 SEE NOTE#1 NECESSARY YBY I— TO MARK NUMBERS ON THE COMPONENTS. NECESSARICA ENGJECT ].0 M MI FILL MATERIAL ABOVE GEOPREVENT SOIL MIGRATION ENGINEER TO INSIDE CORRUGATION MOVEMENT CONTROL HOOKS MIN.COVER LEVEL PREVENT ALL SIDES). v LEGEND OF BRIDGECOR STRUCTURE (TYPICAL ALL SIDES). (OTY.OF 10) TRENCH 2.0•MIN.COVER ¢ 3. e e p F p FORSHAPEMONITORING SEE NOTE#5 1. FI 2PL,TE LAP SEAMS-1Y2'LONG BOLT SECTION C-C PLACED AT EVERY THIRD SEAM Eje.RIGGECOR - ertermrrew ASRWAASNTO eamw S' swdure aM1au beaassembbamn'accorea�nce win me qam laywlarewinga ptli°viaea" L¢a+a p ®3-PLATE SEAM-2-LONG BOLT scuE.N.T.S. TWO RADIUS U unless oMemnse nontl. by Me Menubcmrer ene per rbe MenWecwreh rewmmemnlona. I� MARK ENDS RING ARCH u tla tl w RED' ARCH w Om be egM1mnetl us"g an app etl mpue al between tW antl 3W gAbs. FLOW tl Step 3wdure Plate Lnc CoarM b Bogs sM1a NATURAL 0"LOOSE LIFTS w ANDI ana Gcnes' UNDISTURBED �O ( - Mts]). 3.2 TM1e rvw mtl us arcM1swvwn sM1a Mnsa etl nawortlanw Hn MepaneaM 5X31RX1R" :: ::::: EMBANKMENT ______ __ ___ Q apetlgcelbna me Menufecmrels rewmmentletions antl PASHTO3rantleN Mk.Al 5"x31R"xi/2" }I LF, To srenaara spttnwrmbHggwey eaegea sedbn t2 Speogcarbp mrH h.W BUges Sed°n 3B Dmgon Lw8T.I.-NI Mk. Mk.AO Sev9on t2. g AASNTO LRFD Bpage Deagn Speclbabana 3 LRFD ge nawdon Specfiwbons Sed on M, atrucrura MATERIAL A 0 A A Q SELECT BACKF ILL 1.1. a Batlges-seLfi°n 28 gale Idlha 7 GAGE HOT-DIP GALVANIZED "nurvcr+ _ $PAN (MATERIAL TYPE,PLACEMENT AND - F,Bmylge�p�G dbonr al must be remowm an p mb wlrabe a aaaaedetl 'DETAILA cxowN D�anll Cmswcaon,PASHTO LR eBetltling prepara onis entirelmbol�structure paces REINFORCED COMPACTION TO BE AS PER r' C C cficabona Sedan 2B.ASTM ABO],31 by ne Errelnm In blling Com,geretl 54re1 Strucbral Ran rope. SCALE:N.T.S. GENE RALEMBANKMENTFILLAND NATIVE SPECIFICATIONS) 3y SIDEC EST CONCRE E FOUNDATION SOIL(BY OTHERS)TO BE AS PER FOOTING 1.2 DEFNTONS ` - - USE ADDITIONAL SELECTGRANULARSTRUCTURALBACKIFILLNOTESMOVEMENT LONGM.P.BOLT AT MOVEMENT CONTROL HOOKS AT EVERY � Q ® Z I�nBTAN NG Mnx MUM STaENGTHANDSTABLLY, repreaenmbve mrn g Drainer THIRD SEAM Fe I a gp cement in trench ar on bea g (SEE PLATE LAYOUT FOR LOCATIONS) �/ 5X31/TX12" SELECT GRAHUUR STRUCTURu eACKFlu uMRS. 12. R24'-0" Li Mk.A7 ENGINEERED soWTIONS S0D33B„22 3. 1. L ANDREW RONK. rereq ee aatln apLHye aaew.laara°a atmao,rema,«ICIM1`ce N Al pains sM1 moea°,arse I I b ao ads ro THE BACKNtL MATERIAL SHOULD SE FREE of Roc%s,FRo2EN romps,AND FOREIGN MATERIAL I 3 Ma^a,actarer-btreae apepnrerbm ne wars�Ma°abdarer� I I I TNArcouLD cqusE HARD spots oR DscoMPosE TO CREATE voIDs.BACKFILL Mgrel:wL ' sHouLO BE WELL GRADso GRAHuuR MATERULTHAr MEETS THE REQUIREMENrs of THE shall mea"coNTECH � B The swan, I I I I BanMnl mast I IrvITIu uFT OVER THE CROWN OFSTRUCTURE INDICATED By PROJECT SPECIFIC ANALYSIS NOTED BELOW.REFERENCE THE 9TRUCTURAL PLATE BACKFILL loose lMa.EacF ag shall be min deammes etlMeaenal MOVEMENT CONTROL HOOK GRWPCLASSIFICATION TABLE ON THIS SHEET.RECYCLED CONCRETEISLAG ARE NOT 12A LorNadaln Mesa apeclfican'ana newoM"C°mred°r'snall T TT T TT T TT T TT T TT SHADED AREATO BE LOMPACTEDTO REOU REDDEN SITY WITH p b 100.D. rrTTT - - - - - - - _— INNDOPERA EQUIPMENT OR WITH LIGHTWEIGHT TRACTOR RECOMMEMOST FOR STRUCTURU BRICA MN EACH. Mafirmwawpwafion untlemMng Ne axewtiw Wanv 3.7 Iitempaary conswdian veM1itles are reguiretlmcross ne nmcMre,gie CROWN D>oRUCIDER)EQUIPMENT BACK EACH OFF IS TO BE COMPACTED TOPECHER"TSIDEOFTHE STRUCTURE Iry B•Loo3E lnlw wa antl.rme mmw°,rM1.ae w.a wfiana "` MOVEMENT CONTROL HOOK DETAIL CENTERLIN _ LIFTS,EACH IsioBELOMPALrsoro NESPELIFIEDDErvsI r. tlalb nalminlmam"Ilnbw M l»Eadla arba.).mb.ga.mwp, SCALE.N.TS. pre a-In p lfi rl al ppm a shall P° r as mM1 le maap a re atlir" WE I R p ^bore g r°rob g mnLlana,�n tlmL gee#darea"nit dab A HIGH PERCENTAGE OF SILT OR FINE INTHEN VESOIL.SUGGE HE EEDIO A ILL I EaI tl Lareral an ma min 0 0 A 0 0 N. THE BRIc sHA,BE pLA BE_EFN THE SELECT BACKHLL AND THE IN SITU MATERIAL. ,.2, Ian gareo be as mrepna bvneE gp..r. SISI - RESULTSOFTHEPROJECTSPECIFICFINITEELEMENTANALYSIS. ntractar/rom Ne Owner Mk.A3 KFOITHESTRUCTURU,ON TY UG EGHHTTTRACKED VEHICLES 3. quell aYi,L+a l�s apeclfietl,me elect grenularsw<nrel 2 ALL SELECT GRANULAR LES IAoa OR SHOULD BE NEAR °This tleag area repreaemaMe Mk. lftXifl" FLS IBLLOOSETYP E AS FILL PROGRESSES ABOVE THE CROWN ICAILY)AND C BACKF ILL T PLACEDOMPACTED 2D GENERAL CONDITIONS al ar mek m enccumere11 tl wM1ere alec"O gwallbs"aIM ae"adman star°be TO%PERCENT DENSITY PER AASHTOTi 0. NGINEER D OR ARE CAUTIONED TIT THE MINIMUMAnsll�i[A ND TO THE FINISHED RgD MAY NEED I„EN Inenoea. Mk.AS INCREASEDN HANDLETEMPORARV CONSTRUCTION VEHICLE LOAD. VIER THAN 3. MONT ,G OF THETVORADIUS ARC HIRUCTUREISRE°UIREDDURING 21 Aro lnambfion PwMetl M1erein shall be entlwsea byrre Engineer. 77- ""' ""' f"' ""' .. .. THE BACKF LL NGPROCEss THE METHOD FREQUENCY AND DURATION gEFF'�RENCELPP NrTFO IAA ucaouacuss Fcar oN rei^an govemea bytne Ecq^eers pane antl A ----- �«�� -TT SHALL BE FTHE STRUCTO ° PREVENT METNo s"nrvo EaulPMErv�i EQ SAS NEcessARr Br vuxOwc compgcnoN _ 1.2 `o'mpe�eene.'er"0s/ecmry°inYlenerPne yrea W'� CROWN _ _ C C B 4 PLATE HAurvcA � I� v 1$ 1 mint M1e STRUCTURE Rs•-11' S"xd 1/2Xin" APPRoxIMATELv 73%or THE RISE of THE Two RA N=RLH STRUCTURE. N.:wrp_mamm S A".n«gwMun.n.olo.P« woo loazsmm)6 SISI - Mk.A5 ana spreaa ng ana co BECAUSE OF THE FLE%NG ANDVBRAT ON OF THE CROWN PLATES THE '�` FULL COMPACTION QErvsry LEVELS OFTEN cog NOT BE ACH Ev[Q NTHE °nn recessarybcomp ere s"lobe"" Mk.A4 ST SEVERAL INCHES OF FILL OVER TIE I— FRBASED ON APROJECT SPECIFICANALYSIS GAGETOBE ], represemabre. er the observab°"°1tne Ovmer°r his aesg area PLATE LAPPING DETAIL MARK ENDS BACKFILL MATERIAL TO BE Ai ,COMPACTED TO W% 2 RED' SCALE=N.TS. PER AASHTO T-180. CIF• 70'-NET LENGTH p IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, 70-3•'OVERALL LENGTH CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. g ,manses pamcies am rypicairy an SHTDM-'e3aa^-3Mab^alas"°aM^°' °„ Haag o re ry BRIDGECOR TWO RADIUS ARCH(OUTSIDE VIEW) BddgeCor 195%aWafi�dl"°sue°eB ;""m 9°�p6a a wrw s larvrE^gI"ee""g ga"aprep r x wow Wewa n l alabb a B��d9eC �' 34'-0"SPAN x 9'-10"RISE Zh, SCALE=1:1 DO meaagen me co eieo�aOna y MTH p3/252020 2A TM1e wnrnud—IIall be peHom,ea uneer me tllredmn m me a r. Sy mMTH D31251202D dN �CBC ALI— _N. BC CBG228at EngineBTB FOR APPROVALMIT— re rys rrel,alee<areaanau"e CBC-22881 `, EnBineen FOR APPROVAL « BRIDGECOR TWO RADIUS ARCH BRIDGECOR TWO RADIUS ARCH 5793is a C °3lzsrzo20 C�I�NTECH' CONTECK CONFEW e= =•.w"a.".,w"a.e ENGINEERED SOLUTIONS LLC STRUCTURAL PLATE 34'-0"SPAN X 9'-10"RISE ...........w,", ENGINEERED wumONS LLc STRUCTURAL VLATE 34'-0"SPAN X 9'-10"RISE "" x Scc www.ConteL"ES.Lom row G- HES cxccxeo npaaoveo NICHOLS ROAD-LAKE ELSINORE NICHOLS ROAD-LAKE ELSINORE EDE ... LONTELN =� LONTELN 1—:er OH4191sgr>s CONTRACT „a1TH.,FAx Ds wNG LAKE ELSINORE,CA 4 6 „N�x D FA D�wNG LAKE ELSINORE,CA 5 6 MOVEMENT CONTROL 14'1a/' I 3'-SY' "'Y4. HOOKS(TYPICAL) 12'4' v\ 3' /r 20 MOVEMENT CONTROL HOOK PLACEMENT DETAIL SCALE=140 o BTridgeCr T7T D QD fir MTH p312512020 N"d" �BC ENG-2019-00480&ENG-2019-00485 cBG22AA1 ' EngineBT3 FOR APPROVAL DIAL TWO WORKING BEFORE 0 DAYS BEFORE �I@ TCA!!e BRIDGECOR TWO RADIUS ARCH noz0 YOU DIG YOU DIG .,„w�a.d,r C�I�NTECH• STRUCTURALPwLAT E 34'-0'SPAN X 9'-10"RISE - ENGINEERED SOLUTIONS LLC TOLL FREE 1-800-422-4133 row°°^°°°nE3°°r" NICHOLS ROAD-LAKE ELSINORE A PUBLIC SERVICE BY El - CONTRACT % UNDERGROUND SERVICE ALERT ERSC 07/08/2021 MB ^^^ °'- LAKE ELSINORE,CA 6 6 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.* SEAL 'AS BUILT" SHEET N0. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN BC CFESSIo CITY OF LAKE ELSINORE 18 FOUND ACCEPTABLE. En RCf EXP. DATE CBC ENGINEERS&ASSOCIATES,LTD. OBepa Na k i REVIEWED BY. STREET IMPROVEMENT PLAN 125 WESTPARK RD.,DAYTON OH 45459 _ R' FOR TRACT 37305'/,/ 937421-6150-cbceng@cbceng.00m CBS,= a 7-15-2021 INSPECTOR OF 20 SHTS CMI Engine. SCALE' AS SHOWN FILE NO. R ON HABIB, RCf NO. 83I56 DATE �; Z 3/2512020 CITY OF CITY ENGINEER DffPA NA/R R.C.E. o.C86132 fXP. 9/30/2020 DATE lFOFCALIFO DATE MARCH 2O20 CON TECH CULVERT 21-142 E 70'-3" (OUT TO OUT LENGTH OF STRUCTURE) ESTIMATED SCOUR DEPTH 1318.8 (BY K & A ENGINEERING INC.) ESTIMATED SCOUR DEPTH 1317 (BY K & A ENGINEERING INC.) 9,-10" RISE 2'-6" FLAT SHELF 4 15/16" KEYWAY 10 11/16" 2'-6" FLAT SHELF T.F. EL. 1329.09' 4" KEYWAY 10 11/16'" T.F. EL. 1329.01' --- T.F. EL. 1329.09' 4' KEYWAY 4" KEYWAY 4 15/16" KEYWAY T.F. EL 1326.98' _ __________________________ KEY INV. EL. 1328.76' T.F. EL 1326.98' B.F. EL. 1327.09' KEY INV. EL. 1326,57' --- 1"-8" CONSTANT 2'-0 15/16" 2-0 B.F. EL. 1324.90' 2'-0" ARCH INV. EL. 1328.73' REINFOR ED 2'-0 15/16" 2_077/ FOOTINGC(SEE DETAIL) E ARCH INV. ::I 1326.59' 72'-0" FOOTING LENGTH NOTE: ALL ELEVATIONS TO BE FIELD VERIFIED PROFILE THRU CENTERLINE OF STRUCTURE PRIOR TO CONSTRUCTION. GRAPHIC SCALE FOOTING TO BEAR DIRECTLY ON NON-ERODIBLE BEDROCK WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 7500 PSF, 3' 1.5' 0 3' 6' OR FOOTING TO BE UNDERCUT TO NON-ERODIBLE BEDROCK WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 7500 PSF AND THE UNDERCUT EXCAVATION TO BE BACKFILLED TO PLANNED BOTTOM OF FOOTING WITH 3,000 PSI CONCRETE BACKFILL. IF THE UNDERCUTTING TO NON-ERODIBLE BEDROCK CANNOT BE ACHIEVED BY CONVENTIONAL EXCAVATION METHODS, AN ALTERNATE FOUNDATION TYPE MAY NEED TO BE CONSIDERED. CONSULT WITH PROJECT GEOTECHNICAL ENGINEER IF NEEDED. 10" WIDE x 4" TO 4 15/16" DEEP KEYSLOT WITH 4,000 PSI NON-METALLIC, NON-SHRINK GROUT '�INSIDE BRIDGECOR 32S (BY CONTECH) 5" 5" J/5 BENT BARS ®6"O.C. 2" 2" 2" RISE f5 BENT BARS INV. EL. BRIDGECOR 32S ®6"O.C. (BY CONTECH) CONCRETE BACKFILL AT N.E. TO MATCH 2'-0" 2" 2" J/5 BARS z. 4" TO 4 15/16" KEYSLOT 9•_10" EXISTING GROUND TO #5 BO.C. RISE (REFER TO CIVIL PLANS FOR LOCATION) 2'-0 15/16'. 2 1/2 33"-7" WORKING POINT SPAN- (SEE PROFILE) V-8" CONSTANT 34'-0" BOTTOM SPAN- (SEE HORIZONTAL CONTROL HORIZONTAL CONTROL POINT - SEE BRIDGE POINT - SEE BRIDGE PLAN VIEW ,,,III PLAN VIEW 3" (18)J/5 BARS SPACED AS SHOWN �3'-3" REINFORCED 3_3 ENTIRENUOUS LENGTHHROUGH OFF FOOTING) 4" TO 4 15/16" KEYSLOT CONCRETE FOOTING (SEE DETAIL) 5 BARS®s"o.c. 6'-0" 2'-0" TO 2'-0'" TO �` 2'-0 15/16" 33'-6 7/8" WORKING POINT SPAN 2'-0 15/16" (SEE PROFILE) (SEE PROFILE) FOOTING TO BEAR DIRECTLY ON NON-ERODIBLE BEDROCK WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 7500 PSF, 33'-11 7/8" BOTTOM SPAN OR FOOTING TO BE UNDERCUT TO NON-ERODIBLE BEDROCK WITH A 6'-0" 6'-0" MINIMUM ALLOWABLE BEARING CAPACITY OF 7500 PSF AND THE UNDERCUT EXCAVATION TO BE BACKFILLED TO PLANNED BOTTOM OF FOOTING WITH 3,000 PSI CONCRETE BACKFILL. / IF THE UNDERCUTTING V NON-ERODIBLE BEDROCK CANNOT BE ACHIEVED BY CONVENTIONAL EXCAVATION METHODS, AN ALTERNATE FOUNDATION TYPE MAY NEED TO BE CONSIDERED. ELEVATION VIEW CONSULT WITH PROJECT GEOTECHNICAL ENGINEER IF NEEDED. GRAPHIC SCALE TYPICAL FOOTING SECTION 3' 1.5' 0 3' 6' GRAPHIC SCALE FOOTING TO BEAR DIRECTLY ON NON-ERODIBLE BEDROCK WITH A MINIMU DOTING TO BEAR DIRECTLY ON NON-ERODIBLE BEDROCK WITH A MINIMUM 1" 0.5' 0 1" 2' ALLOWABLE BEARING CAPACITY OF 7500 PSF, ALLOWABLE BEARING CAPACITY OF 7500 PSF, OR FOOTING TO BE UNDERCUT TO NON-ERODIBLE BEDROCK WITH A MINIMUM OR FOOTING TO BE UNDERCUT TO NON-ERODIBLE BEDROCK WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 7500 PSF AND THE UNDERCUT ALLOWABLE BEARING CAPACITY OF 7500 PSF AND THE UNDERCUT NOTES: EXCAVATION TO BE BACKFILLED TO PLANNED BOTTOM OF FOOTING WITH 3,000 EXCAVATION TO BE BACKFILLED TO PLANNED BOTTOM OF FOOTING WITH 3,000 1.) CONCRETE SHALL BE fVc - 4,000 psi. PSI CONCRETE BACKFILL PSI CONCRETE BACKFILL. 2.) ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. IF THE UNDERCUTTING TO NON-ERODIBLE BEDROCK CANNOT BE ACHIEVED BY IF THE UNDERCUTTING TO NON-ERODIBLE BEDROCK CANNOT BE ACHIEVED BY 3.) FOOTING IS DESIGNED FOR A 7,500 psf ALLOWABLE CONVENTIONAL EXCAVATION METHODS, CONVENTIONAL EXCAVATION METHODS, BEARING CAPACITY ON ROCK. THIS VALUE MUST BE FIELD AN ALTERNATE FOUNDATION TYPE MAY NEED TO BE CONSIDERED. AN ALTERNATE FOUNDATION TYPE MAY NEED TO BE CONSIDERED. VERIFIED PRIOR TO CONSTRUCTION. *)qBC CONSULT WITH PROJECT GEOTECHNICAL ENGINEER IF NEEDED. CONSULT WITH PROJECT GEOTECHNICAL ENGINEER IF NEEDED. gineers T IS OT By wn Dale FO CONTECH N G DETAIL SOLUTIONS,LUC D °e JIBE 3/25/2020 DESIGN OF SPREAD FOOTINGS Appm d Daly FOR A BRIDGECOR ARCH;TRACT 37305, DIAL TWO WORKING By STOVEPIPE CANYON CREEK, BEFORE ",0 DAYS BEFORE LAKE ELSINORE,CALIFORNIA YOU DIG YOU DIG scale Project No. I Rev. I Sheet TOLL FREE 1-800-422-4133 ERSC 07/08/2021 MB GRAPHIC CBC-22881 - 1 OF 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL AS BU/L T'" SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN BC OFESSIOp C/TYOFLAKEELS/NORE 19 FOUND ACCEPTABLE. Engineers �o ey RCf EXP. DATE CSC ENGINEERS&ASSOCIATES,LTD. Deeps Nak i REVIEWED BY. STREET IMPROVEMENT PLAN 125 WESTPARK RD.,DAVTON OH 45659 _ m FOR TRACT 37305-9 937428-6150-cbmng@cbmng.mm C0132 z 7-15-2021 INSPECTOR DATE OF 20 SHTS CMI Engim. SCALE.' AS SHOWN FILE N0. R&VON HABIB, RCE NO. 83I56 DATE 3/25/2020 CITY ENGINEER lFOF CAI-1F0 DATE MARCH 2O20 CONTECH CUL VERT CITY OF LAKE ELSINORE DEEPA NAIR R.C.E.No.C86132 EXP. 91JO12020 DATE 21-143 ENG-2019-00480&ENG-2019-00485 I-GENERAL 43 All concrete shall be consolidated by internal mechanical vibration immediately after III-CONCRETE FOR ARCH FOOTINGS placement. Vibrators shall be of a size appropriate for the work,capable of transmitting 1.0 STANDARDS AND DEFINITIONS vibration to concrete at frequencies of not less than 4,500 impulses per minute. 1.0 CODES AND STANDARDS 1.1 STANDARDS-All standards refer to latest edition unless otherwise noted. 5.0 FORMWORK 1.1 Reinforced concrete shall conform to the requirements of these specifications and Section 1.1.1 ASTM D-698-70(Method C)"Standard Test Methods for Moisture.Density V of the AASHTO LRFD Bridge Design Specifications having a minimum compressive strength 5.1 Forms shall be of wood,steel or other approved material and shall be set and held true to Relations of Soils and Soil Aggregate Mixtures Using 5.5-lb(2.5 kg.)Rammer and 12- of 4,000 psi. the dimensions,lines and grades of the structure prior to and during the placement of concrete. inch(305-mm)Drop". 2.0 STANDARDS FOR MATERIALS 5.2 Forms shall not be removed until the concrete has sufficient strength to prevent concrete 1.1.2 ASTM D-2922"Standard Test Method for Density of Soil and Soil Aggregate in drainage and/or damage. Place by Nuclear methods(Shallow Depth)". 2.1 Portland Cement-Conforming to ASTM Specification C-I50,Type I or H. 1.13 ASTM D-1556"Standard Test Method for Density of Soil in place by the Sand- 2.2 Water-The water shall be drinkable,clean free from injurious amounts of oils,acids, 6.0 CURING Cone Method". alkalis,organic materials,or deleterious substances. 6.1 Fresh concrete shall be protected from rains,flowing water and mechanical injury for a LIA ASTM D-1557 "Standard Test Method for Laboratory Compaction 23 Aggregates-Fine and Coarse aggregates shall conform to current ASTM Specification C- period of at least four(4)days. No loads shall be applied to the concrete until the concrete has Characteristics of Soil Using Modified Effort." 33"Specification for Concrete Aggregates"except that local aggregates which have been shown reached its design strength. by tests and by actual service to produce satisfactory qualities may be used when approved by 1.15 All construction and materials shall be in accordance with the latest AASHTO the Engineer. 7.0 REINFORCING STEEL LRFD Bridge Design Specifications. 7.1 MATERIAL 2A Submittals-Test data and/or certifications to the Owner shall be famished upon request. 1.2 DEFINITIONS 7.1.1 All reinforcing bars shall be deformed bars(ASTM-A615)Grade 60. 1.2.1 Owner-In these specifications the word"Owner"shall mean Nichols Road 3.0 PROPORTIONING OF CONCRETE 7.2 BENDING AND SPLICING Partners,LLC. 3.1 COMPOSITION 7.2.1 Bar reinforcement shall be cud and bent to the shapes shown on the plans. 1.2.2 Engineer-In these specifications the word"Engineer"shall mean the Owner Fabrication tolerances shall be in accordance with ACI 315. All bars shall be bent cold, designated engineer. 3.1.1 The concrete shall be composed of cement,fine aggregate,coarse aggregate and unless otherwise permitted. 1.23 Design Engineer-In these specifications the words"Design Engineer"shall mean water. 7.2.2 All reinforcement shall be furnished in the full lengths indicated on the plans CBC Engineers and Associates,Ltd. unless otherwise permitted. Except for splices shown on the plans and splices for No.5 3.1.2 The concrete shall be homogeneous,readily placeable and uniformly workable or smaller bars,splicing of bars will not be permitted without written approval.Fully tied 1.2A Contractor-In these specifications the word"Contractor"shall mean the firm or and shall be proportioned in accordance with ACI-211.1. lap splices for No.5 or smaller bars shall be at least 48 bar diameters in length. Adjacent corporation undertaking the execution of any work under the terms of these splices shall be staggered. specifications. 3.13 Proportions shag be established on the basis of field experience with the materials to be employed. The amount of water used shall not exceed the maximum 0.45 7.2.3 In lapped splices,the bars shall be placed and wired in such a manner as to 1.2.5 Approved-in these specifications the word"approved"shall refer to the approval water/cement ratio,and shall be reduced as necessary to produce concrete of the specified maintain the minimum distance to the surface of the concrete shown on the plans. of the Engineer or his designated representative. consistency at the time of placement. 7.2.4 Substitution of different size bars will be permitted only when authorized by the 1.2.6 As Directed-In these specifications the words"as directed"shall refer to the 3.1.4 An air-entraining admixture,conforming to the requirements of ASTM C260, engineer.The substituted bars shall have an area equivalent to the design area,or larger. directions to the Contractor from the Owner or his designated representative. shall be used in all concrete furnished under this contract. The quantity of admixture 73 PLACING AND FASTENING shall be such as to produce an air content in the freshly mixed concrete of 6 percent plus 2.0 GENERAL CONDITIONS or minus 1 percent as determined in accordance with ASTM C231 or C173. 73.1 Steel reinforcement shall be accurately placed as shown on the plans and firmly held in position during the placing and setting of concrete. Bars shall be tied at all 2.1 The Contractor shall famish all labor,material and equipment and perform all work and 3.2 Qualities Required-As indicated in the table below: intersections around the perimeter of each mat and at not less than 2 foot centers or at services except those set out and famished by the Owner,necessary to complete in satisfactory every intersection,whichever is greater,elsewhere. Welding of cross bars(tack welding) manner the site preparation,excavation,filling,compaction,grading as shown on the plans and will not be permitted for assembly of reinforcement. as described therein. TABLE lII-1UALITIES RE UIRED 73.2 Reinforcing steel shall be supported in its proper position by use of mortar blocks, wire bar supports,supplementary bars or other approved devices. Such devices shall be This work is to be accomplished under the observation of the Owner or his designated ITEM QUALFFY REQUIRED of such height and placed at sufficiently frequent intervals so as to maintain the distance representative. AASHTO Class A between the reinforcing and the formed surface or the top surface within 1/4 inch of that TypeofCmmt I or 11 indicated on the plans. 2.2 Prior to bidding the work,the Contractor shall examine,investigate and inspect the Corn ssive Strength rc .28 days 4,000 psi construction site as to the nature and location of the work,and the general and local conditions at Sloap,inches 2-4 In IV-FILTER FABRIC(GEOTFRTHE SCREEN) the Construction site, including, without limitation, the character of surface or subsurface conditions and obstacles to be encountered on and around the construction site;and shall make 33 Maximum Size of Coarse Aggregates-Maximum size of coarse aggregates shall not be 1.0 Filter fabric shall be placed at all locations as necessary to maintain a soil-tight system,and as such additional investigation as he may deem necessary for the planning and proper execution of larger than 19 min(3/4 inches). necessary between all dissimilar soil materials to prevent soil migration. the work 3.4 Rate of Hardening of Concrete-Concrete mix shall be adjusted to produce the required 2.0 Filter fabric cloth shall meet the following ASTM tests: If conditions other than those indicated are discovered by the Contractor,the Owner should be rate of hardening for varied climatic conditions: notified immediately.The material which the Contractor believes to be a changed Condition 2.1 ASTM D4751-Apparent opening size equal to#70 U.S.Standard Sieve Size. should not be disturbed so that the owner can investigate the condition. Under 40°F Ambient Temperature-Strictly follow all recommendations of ACI-306R "Cold Weather Concreting." Admixtures containing chloride ion in excess of 1%by weight of 2.2 ASTM D4632(Grab Tensile Test)-Minimum Strength=160 pounds. 23 The construction shall be performed under the direction of an experienced engineer who admixture shall not be used in reinforced concrete. is familiar with the design plan. 2.3 ASTM D4632(Grab Elongation)-30-70%. H-BRIDGECOR ARCH FOOTINGS 4.0 MIXING AND PLACING 2.4 ASTM D4533(Trapezoidal Tear)-Minimum Strength=60 pounds. 1.0 EXCAVATION FOR FOOTINGS 4.1 Equipment-Ready Mix Concrete shall be used and shall conform to the"Specifications 2.5 ASTM D4355 (Stabilized for Heat and Ultra-Violet Degradation) - 70% strength for Ready-Mix Concrete,"ASTM C-94.Approval is required prior to using job mixed concrete. retained. 1.1 Footing excavation shall consist of the removal of all material,of whatever nature, 4.2 Preparation-All work shall be in accordance with ACI-304,"Recommended Practice for necessary for the construction of foundations. Measuring,Mixing,Transporting and Placing Concrete."All construction debris and extraneous 3.0 The minimum fabric coefficient of permeability(ASTM D4491)shall be 0.24 cm/sec. 1.2 It shall be the responsibility of the Contractor to identify and relocate all existing utilities matter shall be removed from within the forms. Concrete shall be placed on clean surfaces,free 4.0 The fabric shall be non-woven with a minimum thickness(ASTM D5199)of 60 mils. which conflict with the proposed footing locations shown on the plan. The Contractor must call from water. Concrete that has[o be dropped four(4)fee[or more shall be placed through a the appropriate utility corn at least 48 hours before an excavation to request exact field berme' 5.0 Fabric shall not be laced over sharp or angular rocks that could tear or Puncture it. aPProP tY ICY Y 9 P arp angul location of utilities,and Coordinate removal and installation of all utilities with the respective utility company. 6.0 Care should be exercised to prevent any puncturing or rupture of the filter fabric. Should such rupture occur the damaged area should be covered with a patch of filter fabric using an overlap 13 The side of all excavations shall be cut to prevent sliding or caving of the material above minimum of one(1)foot. the footings. Contractor is solely responsible for excavation safety,and the evaluation and design of any required excavation shoring and/or bracing 1.4 Excavated material shall be disposed in accordance with the plan established by the Engineer. 1.5 The structure footing is designed for a net allowable bearing capacity of 7,500 psf on non-erodible metamorphic bedrock foundation material. A friction factor of 0.40 has also been used.If non-erodible bedrock is not available at the planned bottom of footing elevations,the footings shall undercut to non-erodible competent bedrock and the undercut excavations backfilled to planan ned bottom offooting elevations with non-erodible 3000-psi minimum concrete backfill. The above parameters and values shall be verified in the field before/duringconstruction. The evaluation and design of any foundation improvements required to obtain the *)qBC gineers required net allowable bearing capacity as mentioned above,a friction factor of 0.40,and protect O against frost and scour and settlement,is the responsibility of others than CBC Engineers& SPECIFICATIONS D e Associates,Ltd.All recommendations in the project geotechnical report shall be followed during Dmwc Date CONTECH ENGINEERED SOLUTIONS,LLC construction. av JBE 3/25/2020 DESIGN OF SPREAD FOOTINGS 2.0 CONCRETE FOOTING DIMENSIONS Approved Date FOR A BRIDGECOR ARCH;TRACT 37305, DIAL TWO WORKING By STOVEPIPE CANYON CREEK, BEFORE 0 DAYS BEFORE LAKE ELSINORE,CALIFORNIA YOU DIG YOU DIG The footings shall be reinfmced in accordance with the construction drawings. Scale Proleo t No. I Rev. I Sheet TOLL FREE 1-800-422-4133 ERSC 07/08/2021 MB GRAPHIC CBC-22881 - 2 OF 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL "AS BU/L T" SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN YP BC OF ess,o CITY OFLAKE ELSINORE,( ` FOUND ACCEPTABLE. Engineers �o ey RCf EXP. DATE CBC ENGINEERS a ASSOCIATES,LTD. Deepa Na h i REVIEWED BY. STREET IMPROVEMENT PLAN //�)O 125 WESTPARK RD.,DAYTON OH 45459 _ p' FOR TRACT 37305-9 937428-6150-cbmng@cbwng.wm C0132 z INSPECTOR DATE OF 20 SHTS 7-15-2021 J CNa Enginex SCALE. AS SHOWN FILE NO.. R94ON HABIB, RCE NO. 83I56 DATE J12512020 �'vq CITY ENGINEER lFOF CA0 DATE MARCH 2O20 CON TECH CUL VERT CITY OF LAKE ELSINORE DEEPA NAIR R.C.E.No.C86132 EXP. 91JO12020 DATE 21-144 ENG-2019-00480&ENG-2019-00485