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HomeMy WebLinkAboutENG-2024-00385 SIP PLAN NO 25-017-25-025 STREET � MPROVEMENT PLANS °��T° 74 CITY OF LAKE ELSINORE GRADING NOTES: °T90 THE FOLLOWING STANDARD"GRADING NOTES"(AS APPLICABLE)SHALL BE PLACED ON THE PLANS: GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 PROJECT SITE AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.),CHAPTER 33. FOR 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY �0 OPERATIONS. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-8000NTRAC FORTY-EIGHT(48)HOURS PRIOR IN GRADING. DEVELOPMENT tiQ 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN = ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. Z 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. Y 7 4 �g,� LC L TORO O R O C U T O F F R 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL u�I BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER �T Y F LAKE A�I�ViO/ E E L � � � R E C A 92532 A.S.T.M.D-1557-70 TEST METHOD. lul h'O 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING 9 N.FRONTAGE RD INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. qC 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS COUNTY ry N p ®® p p STATE q APPROVED BY THE SOILS ENGINEER. Q�9 V\�'�II YV OF V gy�y1 �p9 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN'/z"PER FOOT FORA 9 74 MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. OF LAKE ELSINORE 12, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN CITY FEET(10'),AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2')FROM THE TOP OF CUT OR FILL SLOPES. VICINITY MAP 13. PROVIDE T WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF - - / NOT TO SCALE CUT SLOPES. W 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. _ --_- - Q 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS i - - O_ REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF OPT -. SNEFT THE SOIL. G,ER szos LEGEND OWNER 17, GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS �P O -- R ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF EXISTING CONCRETE DMSD PROPERTY LLC BUIL ~I v RQ 5 41760 IVY sr.#201 DING PERMITS.18. THE GEOTECHN CAL ENGINEERING INVESTIGATION DATED SEPTEMBER 6TH,2017,SHALL BE CONSIDERED APART / / S � / .r' O F90 PROPOSED ASPHALT CONCRETE MURRIETA,CA 92562 OF THIS GRADING PLAN AND SHALL BE INCOMPLIANCE. '' F- q CONTACT:DAVID BESHAY 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD - PROPOSED CONCRETE P:951.816.0189 ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL ' , O ? CIVIL ENGINEER SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL LANDSCAPING/ ........✓ • ° """' F -" - \ COMMERCIAL DEVELOPMENT RESOURCES DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. '''""""" - - ---- PROPERTY LINE DRIVE,TOWN CENTER 6 5 110 COSTA ESA,CA 92626 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 9 E,# CONSTRUCTION/GRADING. HIGHWAY 74 M 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER s.� -� - - HIGHWAY 74 CENTERLINE P:949.610.8997 TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN _ - - SHEET ST-02 SHEETST-03 GRADING LIMITS ARCHITECT VERTICAL HEIGHT. - MARKS ARCHITECTS 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. W - - - - - - ------------ SIGHT DISTANCE E. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND 7 - - _ SAN DI GO,C BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED Q Q - _ -ss- PAN DI EGO,48 92103 PROPOSED SEWER LINE P:619.702.9448 SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. WIZZ -.�-so- PROPOSED STORM LINE SOILS ENGINEER 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: a. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL Z . PROPOSED WATER LINE CW SOILS CA 92562 AND TERRACED AREAS AND ANY SUBSTRUCTURES. Q b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING U m PROPOSED IRRIGATION LINE P:951.304.3935 OPERATIONS. SURVEYOR c. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. � PROPOSED CONTOUR d. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. INDEX MAP �/ COMMERCIAL DEVELOPMENT RESOURCES 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED SCALE:V-100' f N XX EXISTING CONTOUR 695 TOWN CENTER DRIVE,#110 GROUND COVER,AT TWELVE INCHES(12")ON CENTER.SLOPES OVER FIFTEEN FEET(16)IN VERTICAL HEIGHT,IN COSTA MESA,CA 92626 ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF. EXISTING SEWER LINE SHRUBS SHALL BE PLANTED AT TEN FEET (10') ON CENTER; TREES AT TWENTY FEET (20') ON CENTER; LANDSCAPE ARCHITECT COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE EXISTING WATER LINE SOTELO LANDSCAPE ARCHITECTS PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. VA E 4TH E 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 264 264SAN DTH E 92103 ADJOINING PROPERTIES DURING THE GRADING PROJECT. ABBREVIATIONS: P:619.544.1977 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON (XXX.XX) EXISTING ELEVATION AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. N 28. ALLWORK SHALL CONFORM TO THE CITYAND STATE CONSTRUCTION SAFETY ORDERS. APN ASSESSOR'S PARCEL NO. BENCHMARK 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. CL CENTER LINE _ 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. cc CURB CUT THE BENCHMARK FOR THIS SURVEY IS USGS 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING DWG DRAWING BENCHMARK DESIGNATION"D 307,'LOCATED AT THE CITY OF LAKE ELSINORE GENERAL IMPROVEMENT PLAN NOTES: EX EXISTING WESTERLY CORNER OF EL TORO CUTTOFF AND THE o OPERATION. NORTHERLY FRONTAGE ROAD. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF FG FINISH GROUND THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL 1. Note to Contractors: The existence and location of any underground utility 7. The Contractor shall be responsible for the clearing of the proposed work FL FLOWLINE ELEVATION=1425.75 FEET(NAVD 88) v, BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF pipes or structures shown on these plans were obtained by a area and relocation and cost of all existing utilities. Subdivider FS FINISH SURFACE c� FINAL INSPECTION. search Of available records. Approval Of these plans by the City of Lake must inform the City of Lake Elsinore of construction schedule,prior to GB GRADE BREAK BASIS OF BEARINGS o 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE Elsinore does not constitute a representation as to the accuracy Or beginning construction. INV INVERT THE BASIS OF BEARINGS FOR THIS SURVEY IS THAT c� SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS completeness of the location,nor the existence or non-existence of any LF LINEAR FEET PORTION OF THE CENTERLINE OF STATE HIGHWAY OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. Underground Utlllty,pipe or structure within the limits Of the project . US LANDSCAPE AREA 74,AS SHOWN ON SHEET 8 OF 15 ON ROS . The 8 All underground facilities and laterals including but not limited t0 sewer, -�° 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH NO NUMBER 123/94-108,N 26°04'00"E. Contractor is required to take all due precautionary measures for the water,telephone,electricity,gas and drainage facilities,shall be in place GRADE APPROVAL. PL PROPERTY LINE c 35. APPROXIMATE DATE OF: protection of all U1111tI8S,pipes Or structures,Whether shown On these plans prior to paving the Street section. PROP PROPOSED SITE ADDRESS BEGINNING OPERATION:12/01/2024 or not. Any utility(ies)damaged during the performance of the work shall R RIDGE E be repaired Or replaced to the satisfaction Of the governing agency b the 9. All street sections are tentative. Additional soil tests will be taken after ROW RIGHT OF WAY LAKE 74 NS& E TORO 9 CUT OFF RD COMPLETION:03/01/2025 P P 9 9 9 y y LAKE ELSINORE,CA 92532 0 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(T) Contractor, at his expense. rough grading,to determine the exact section required. Section SO STORM DRAIN APN#:347-130-033,347-130-034,&347-130-035 a WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(3') OF FINISH GRADES, UNLESS THE thicknesses shown are for bonding purposes only. TO TOP OF CURB E LOCATION MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. TG TOP OF GRATE - 2. All work shall conform to City Codes,Standard Specifications for Public TY TYPICAL FLOOD ZONE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE Works(Latest Edition),and Standard Drawing of the County of Riverside. 10. All existing underground utilities and structures must be potholed and ZONE X(UNSHADED),AREA DETERMINED BE APPROVAL. It is the Contractor's responsibility to be familiar with these standards and elevations verified prior to construction. The engineer of record shall be OUTSIDE THE 0.2%ANNUAL CHANCE n 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING codes at all times. notified of any necessary revisions to the approved plans. The revisions FLOODPLAIN,PER FEMA FIRM PANEL c DEPARTMENT.39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO shall be In the form Of"AS BUILT'plans submitted to the City Engineer for 06065C2029G EFFECTIVE AUGUST 28,2028. - REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.NPDES WDID#8 33C401059 FOR SWEEP. 3. The Contractor shall notify the City Public Works Inspector,forty-eight(48) approval prior to the final acceptance of the project. o SITE IS NOT LESS THAN 1.0 ACRE.DATE PERMIT ISSUED:06/21/2023 hours prior to beginning any work. Call for inspection at(951)674-3124, a 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED extension 247,between the hours Of 9:00 am and 4:00 pm,Monday 11. All existing monumentation disturbed or destroyed during construction PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. through Thursday. shall be replaced t0 City standards,as approved by the City Engineer. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHEET INDEX o Centerline ties are to be furnished to the City Engineer upon completion of SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 4. Contractor shall maintain traffic Control in accordance with Caltrans Traffic the project and before acceptance Is granted. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SNo T DESCRIPTION w Manual and Watch Manual at all times during construction,as approved SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENTAND/OR GRADE OF 01 TITLE SHEET by the City Engineer or his representative. Failure to do so shall require 12. An Encroachment Permit shall be required for all construction work done THE PROPOSED IMPROVEMENT, THE CONTRACTOR IS REQUIRED TO TAKE DUE o immediate work stoppage. within Public Rights-Of-way. Before issuance Of said permit,the PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 02 HIGHWAY 74 STA 10+00 TO STA 16+00.00 JI Contractor/Developer must provide the City Engineer with Certificate of LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR 03 HIGHWAY 74 STA 16+00.00 TO STA 21+89.75 O 5. It shall be the Contractor's responsibility to have a dependable Insurance and required bonding for public improvements. The THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES. Underground Service Alert 04 EL TORO CUT OFF ROAD STA 00+00 TO STA 02+10.95 g representative at the job site,at all times during construction. encroachment permit must be present at the job site during the total time CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE ORE Of the project construction along with an approved Set Of improvement OS FRONTAGE ROAD STA 11+00 TO STA 17+17.46 L 0EF YOG P ) 9 PP P RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF P �_ oc 6. It shall be the responsibility of the Contractor to arrange for the necessary plans. THE PROJECT.,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THIS REQUIREMENT 06 FRONTAGE ROAD STA 17+17.46 TO STA 23+57.77 o Call TOLL FREE relocation of any utilities. Contractor shall notify all utility companies SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND involved,at least forty-eight(48)hours prior to beginning work. The 13. If an Encroachment Permit is required through the District No.8 office of THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND 07 TYPICAL CROSS-SECTIONS wI 1-800-422-4133 Contractor shall also contact Underground Service Alert(U.S.A.)at 1-800- Ca Brans,please make reference t0 this fact in the"General Notes"section ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION 08 ADA RAMP DETAILS m_ 422-4133,at least forty-eight(48)hours prior to beginning Work. of the Improvement plans. TO THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY 09 STREET LIGHT PLAN �I ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER TWO WORKING DAYS BEFORE YOU DIG ENG-2024-00385 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN CIA� dr CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PryoF SS/o,, ."tl° ST-01 6FgU'�c2 DATE: „na/za mm. --�"�. TITLE SHEET o m BENCH MARK: 01 OF 09 w 12/31/2024 11/18/2q *¢ E%Po 9/30/25 z* THE BENCHMARK FOR THIS SURVEY IS USGS BENCHMARK DESIGNATION"D 307" EL TORO DEVELOPMENT SHEETS REhON HA`B`IB,RCE No.83156 DATE AARON M.ALBERTSON DATE T p LOCATED AT THE WESTERLY CORNER OF ELTORO CUTTOFF AND THE NORTHERLY EL TORO CUT OFF ROAD FILE No. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 s cl'^L FRONTAGE ROAD. CITY OF LAKE ELSINORE �`oe cnc�f� ELEVATION=1425.75 FEET(NAVD 88) LAKE ELSINORE,CA 92532 25-017 Gi v_ aoM o T, 1. H N M ¢ ¢o CNN g61°I° o �N �co o / �N R81° c-I N N EXGROUND <�, QACIRI SURFACE@T LLJ � Nao�.PROPOSED NORTHWEam 1330°/� _ / SURFACE @ TC EXISTIN NTERLINE PROPOSED �� 5a 00 + u)� INISHED RFACIF TO REMAIN + NORTHWESTERN CURB - _ ± 6 a / r� m �z 1 g3% EX GROUND N / EXIS ING CENTERLINE a 72% SURFACE UTC FINISHED URFACE TO REMAIN - EX G----- N� AF o SURFACE @ TC o / a EXGROUND - SURFACE@TC ± / EXISTING CENTE LINE + �v ¢M �� EXISTING CENTERLINE + / FINISHED SURFACE TO REMAIN �`" 1�321�, FINISHED SURFACE TO REMAIN �� i + o (3 22%) + 132�1� �N l3pe°Ili / SCALE:HORIZ 1 VERT 1"=2' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 3 W '-PR i' O�CURB 02.77FS/ // EXCEPTION#5 / PROP.RELOCATIONYOF BUS / TRANSIT AGENCY 6.5�B F6.52 6 -- / N26°04'� 21,38 :ee 22.99 sW— — 17�T PUBLIC UTILITIES I E PROP.PL MATCH - W -� LL :.' m OB"E 227. 4=17°�2 596700'L=.411.4=' A�NC1 -- � W 4�21.28 _ ---MATCH W W 6 w-_-` w 13.21�. w W w� _ W EX P - FS ti� - .y,2y'°` _ _ w w w 25'10 i1 O m °.. LL..14.1 8.7 1 16.55 20.97° ..� -° ..,. 6�° W l 2966 W wo'. N 18.9 __°-- _ 2 ` o �g�' c CY'I .TCH w - w ... _. _ _ - _ `t m 9 -- .- o --, TSB 1 . + O 26. / 17 ° � 5.3% 3 � ° 3 � °10 � 4 Y 3 7% • f _ SAWCUT LINE E x w W w 3 S7ART PROPOSED BUS - TSB ND� _ Q -. -END -- _- _--_ -- - - - ❑ _ - _ MATCH MATCH 16 16 LUFMATCH MATCH MATCH 16 --ZL MATCH 1900 a� O �� ¢c� LL MATCH 16 MATCH LJ\ /IT amLu p MATCH SAWCUT LINE aLL voimaR U�aLL m�cv w�¢ U 6 °-� ------ -Y- ---- z = START 2 4 SAWCUT LINE 16 4' g a oo��LL gF_N SAWCUT LINE 7 I - v> +o +wmm Nr� N� gFa� gcDa� MATCH -_`�— V) cn J / - +nmgi gmmm = rn m = m m omm^ om `�' g rv'� o�my MATCH MATCH MATCH _..I 6u,' r �mm a <N avmm 7. ooc�a� i6 W a °� Leo°' /N= Nf o wm r Hm mN a WC TUNE I =LLJ o +om + oi� +m a ,o' �m Q �m SAWCUT LINE ¢m �°r'�n .. U N 10+11,11 HIGHWAY 74= EX STREE X Q 00+00.00 HIGHWAY A CANYON DR / / I EX STREET 11+ L 12+ 13+5 14+011 0 15+00 L 10 00 10+50 10+68.83 11+00 15+50 E 16i00 'o HIGHWAY 74 HIGHWAY 74 E DEMOLITION NOTES: CONSTRUCTION NOTES: �1 PROTECT IN PLACE ITEM NOTED AND ADJUST TO GRADE AS NEEDED Oj CONSTRUCT 6"AC/12"AS ASPHALT PAVEMENT PER CITY OF LAKE ELSINORE STD NO.102 (URBAN ARTERIAL STREET CLASS). �2 REMOVE EXISTING CONCRETE CURB O2 CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO.210 LEGEND o NEW A.C. 3 REMOVE EXISTING AC BERM PROPOSED 6"ASPHALT CONCRETE a PAVEMENT O3 CONSTRUCT TYPE 8 CURB AND GUTTER(8"C.F.)PER CITY OF LAKE ELSINORE STD.NO.201 v SAWC1f1 AND REMOVE ®REMOVE EXISTING AC CURB PROPOSED CONCRETE GRIND Ex.PAVEMENT(1.5�AND ExIsrING PAVEMENT ® CONSTRUCT TYPE 8A CURB(8"C.F.)PER CITY OF LAKE ELSINORE STD.NO.203 `o INSTALL 1.5'A.C. R PLAY AS-MOWN (1'MIN') CENTERLINE DATA TABLE 5 REMOVE AND RELOCATE EXISTING BUS BENCH PER SHEET ST-02. 'y PER PUN(1.5 MIN.) EOP CONTRACTOR TO COORDINATE WITH RCTA AT LEAST ONE(1)MONTH O NOT USED ON THIS SHEET LANDSCAPING w NO. DELTA OR BRG. RADIUS LENGTH REMARK PRIOR TO START OF DEMOLITION. Ex.AC ©INSTALL LANDSCAPING PER SEPARATE PLAN AND PERMIT BY SOTELO LANDSCAPE ---- PROPERTY LINE LINE RAVEMENT 5 N 26°04'00"E - 287.75' = ARCHITECTS 3 2 8°28'40" 3200' 473.06' ©REMOVE EXISTING CONCRETE BUS PAD VARIES ,� Q CENTERLINE REMOVE EXISTING AC PAVEMENT O7 ---09 NOT USED ON THIS SHEET o 10 CONSTRUCT BUS TURNOUT PER CITY OF LAKE ELSINORE STD.NO.121(MID-BLOCK) GRADING LIMITS ., ®REMOVE AND RELOCATE EXISTING STREET SIGN PER SEPARATE �j SIGNING AND STRIPING PLAN BY TRAMES SOLUTIONS INC. 11 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH"TYPE II"PER CITY OF LAKE ELSINORE XX EXISTING CONTOUR o Ex.BASE CURVE DATA TABLE COURSE 9 REMOVE AND RELOCATE EXISTING BUS SIGN PER SHEET ST-02. STD.N0.118B. 20 0 20 40 `o NO. DELTA OR BRG. RADIUS LENGTH REMARK CONTRACTOR TO COORDINATE WITH RCTA AT LEAST ONE(1)MONTH GRIND AND OVERLAY SAWCUT/OVERLAY JOINT DETAIL �� Cl 6°22'34" 3255' 362.23' 8"TYPE 8 PRIOR TO START OF DEMOLITION. 2 ---15 NOT USED ON THIS SHEET SAWCUT LINE ml 10 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL SIGN PER 16 SAWCUT,GRIND AND OVERLAY EXISTING AC PAVEMENT PER DETAIL 1,SHEET ST-02. GRAPHIC SCALE NOT TO SCALE SEPARATE SIGNING AND STRIPING PLAN BY TRAMES SOLUTIONS INC. �I 17 INSTALL STREET LIGHT PER SHEET ST-09. SCALE: Y'= 2O` Y ENG-2024-00385 BrA*pnnt MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN CDZC�w CITY OF LAKE ELSINORE SHEET o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE F,o PaoF A L�oN'0< *�°+.0.eZy.RI— ST-02 BFq,T�^y DATE: 11/18/24 Yy;sn�. ..�n°, HIGHWAY 74 N STA 10+00 TO STA 16+00.00 09 p a NO.65513 z A BENCH MARK: 02 OF 12/31/2024 11/18/24 * Ex 9/30/25 * THE BENCHMARK FORTHIS SURVEY IS USES BENCHMARK DESIGNATION"D3OT' ELTORO DEVELOPMENT SHEETS RE ON HABIB,RICE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATED AT THE WESTERLY CORNER OF ELTORO CUT OFF AND THE NORTHERLY EL TORO CUT OFF ROAD FILE No. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qT av1L FRONTAGE ROAD. CITY OF LAKE ELSINORE f CALIFO� ELEVATION=1425.75 FEET(NAVD 88) LAKE ELSINORE,CA 92532 25-018 In 0 -CURB-RETURN L=56.53' + 4/4=14.13' °'o am 77777-77777- ¢ �a 4/4 13.04 m O an 0cci +u �� N F va ^ i o n� o rl oo a c avi o QN o +U a,n �nm �r a� rn Z. LLI W �m w� "\EX GROUND W= zN =� SURFACE@TC + zN ^ Uw �°' p8°I° mw UN o 3 �mw � o EXGROUND SURFACE o + i / EXISTING CENTERLINE NM o - RFACE @ TOLLJ - + _ - - FINISHED SURFACE TO REMAIN a� _ a� EX GRO -- °° NORPROTHWESTERN CURB, F 3 ROPOSED SURFACE @ TO o "' i' NORTHWESTERN URB o i wI- -mom c+o ^ MEZ <a =N o 3 p EX GROUND \_E XI CENTERLINE oo i / / FINISHED SURFACE TO REMAIN SURFACE @ TC AC An i� EXGROUND SURFACE @ TO u> + / o o / \EXISTING CENTERLINE G FINISHED SURFACE TO REMAIN +ul - �/ �/ EXISTING CENTERLINE FINISHED SURFACE TO REMAI EX GROUND SCALE:HORIZ 130 "=20' - SURFACE @ TC VERT 1"=2' 16+00 17+00 18+00 -04 19+00 20+00 + 22+00 MAT INMEE�Emom 1 moom START 3 Ur LL' 6 w 17 2.0� 7N oti�9 E PROP PL �. / 17 �O : o. ° Nmm 0 15 �I2 UTILI�1' 5° 22F r 38.42 r 40,32 r� 0lpto4' TION TO a ' __ ± N f oo LJ�� 1 03 4�R 3�7� 2 DED A __- E _ L� L a .ro 7 _ - r r r r r r r ` 3266 60`N58°5731 M1N R PROP.�'DE PIROPI ON TO r s w 26 N.....r 6 34,83 0° 8 5 1 U 7 11 C3.9 _ ram° 2 r EX PL 423 So 01-" -- L 2$9.50' 6528 m r �32.2� r �. � _-- 4329 r , C4 .,3 c° 3 VW(2) 1 1 �°°�Q 7 TSB 1 - 1 /ESAR�WE�C6U�T LINE e °.. 2.6% w, o o a � r r N 3 12 2.3% �� / �liJ� �- 3 rrr Err Y r^_ � --- m r 2.5/ / ALL ----- -- -^_ _ ___---_-_ SAWCUT LINE �- 1 g .�-._-.�-..--- r r �-„ -- MATCH MATCH MATCH o� MATCH o LL i6 +'� _ z I / AW TUNE0 16 o � orate MATCH MATCH � �' Ln z m¢ =m MATCH MATCH °' 16 am g O 16 MA m� "{ o�m� 4 ornan 44TCH MATCH �_-_ -- -4 O MA CH IT m SAWCUT LINE 6 c�a� g ] � 6 MATCH (W.007 a m MATCH - N (n ,/O� Joo o f momm� MATCH ---- 3 START glrmm vrv'i +mmm a a 15 j ." + m� �a w oOw 16 3 END c� D MATCH END 4ra owro� oK^ N MATCH 16 �a� Fm �a a I / NmM .� "� Nv�a �mN63 oNm a 10,0, K k �� m _ O + +�oo m a + o N O a v / O F�m _ —}I- e" - - - -II- 0 0 18+00 18+50 19+00 19+50 2 20+5 - - - 17+00 0 18+3.O EL TORAV 74= HIGHWAY 74 21+00 21+5� 0 00+00.00 EL TOR UT FF RD L a 16�00 21+89.75 E 15 DEMOLITION NOTES: CONSTRUCTION NOTES: N 0 PROTECT IN PLACE ITEM NOTED AND ADJUST TO GRADE AS NEEDED O CONSTRUCT 6"AC/12"AB ASPHALT O CONSTRUCT 4"AC/6"AB ASPHALT - PAVEMENT PER CITY OF LAKE ELSINORE STD PAVEMENT PER CITY OF LAKE ELSINORE STD LEGEND 16 O ❑2 NOT USED ON THIS SHEET NO.102(URBAN ARTERIAL STREET CLASS). NO.108(LOCAL STREET CLASS). PROPOSED 4"ASPHALT CONCRETE _2 _ _ _ - _ �3 REMOVE EXISTING AC BERM O PER CITY OF LAKE ELSINORE CONSTRUCT SIDEWALK ID STDTH . 210) O SIGN PER CITY OF LAKE INSTALL'EL TORO CUT OELSINORE STIR 00B PROPOSED 6"ASPHALT CONCRETE U __ _ FF"STREET NAME --- 19 , ' - ® REMOVE EXISTING AC CURB `o --- 16 CENTERLINE DATA TABLE -- CONSTRUCT TYPE 8 CURB AND GUTTER 8" 9 14 NOT USED ON THIS SHEET - ---T O ( O---O PROPOSED CONCRETE NO. DELTA OR BEG. RADIUS LENGTH REMARK -_- �5 NOT USED ON THIS SHEET C.F.)PER CITY OF LAKE ELSINORE STD.NO. w e --2 16 201 15 INSTALL CROSSWALK STRIPING PER CITY OF - 17 © REMOVE EXISTING CONCRETE BUS PAD LAKE ELSINORE STD.NO.411 LANDSCAPING Di 4=8°28'40" 3200' 473.06' - _ _ _ _ - - - - ® CONSTRUCT TYPE 8A CURB(8"C.F.)PER CITY ° Q 4=9°30'3" 3200' 530,62' - _ _ - - �7 REMOVE EXISTING AC PAVEMENT OF LAKE ELSINORE STD.NO.203 16 SAWCUT,GRIND AND OVERLAY EXISTING AC ---- PROPERTY LINE PAVEMENT PER DETAIL 1,SHEET ST-02. �8 --- 10 NOT USED ON THIS SHEET O5 CONSTRUCT ADA FLARED ACCESS RAMP CENTERLINE TYPE I PER CITY OF LAKE ELSINORE STD.NO. 17 INSTALL STREET LIGHT PER SHEET ST-09. CURVE DATA TABLE O 11 REMOVE EXISTING SIGN 214A W/TRUNCATED DOMES PER CITY STD GRADING LIMITS NO. DELTA OR BRG. RADIUS LENGTH REMARK NO.214D.SEE SHEET ST-08 FOR ELEVATION 18 INSTALL TRAFFIC SIGNAL PER SEPARATE 20 0 20 40 2 EXISTING IMPROVEMENTS NOTE: z REMOVE AND RELOCATE EXISTING SPEED LIMIT SIGN PER SEPARATE DETAILS. PLAN AND PERMIT PREPARED BYTRAMES XX EXISTING CONTOUR Cl 4=6°22'34" 3255' 362.23' 8"TYPE 8 SIGNING AND STRIPING PLAN BY TRAMES SOLUTIONS INC. SOLUTIONS,INC. EXISTING IMPROVEMENTS LOCATED EAST OF THE CENTERLINE ON HIGHWAY 74 ARE © INSTALL LANDSCAPING PER SEPARATE PLAN w C2 4=85°26'24" 35' 52.19' SEE SHEET 7 SHOWN FOR REFERENCE ONLY PER CITY OF LAKE ELSINORE STREET IMPROVEMENT 13 REMOVE EXISTING STANDING DRAIN AND CAP EX STORM DRAIN PIPE AND PERMIT BY SOTELO LANDSCAPE 19 CONSTRUCT CURB RAMP PER CALTRANS STD GRIND AND OVERLAY GRAPHIC SCALE ¢I C3 4=92°322T 35' 56.53' SEE SHEET 7 PLAN TRACT NO.25479.CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS ARCHITECTS PLAN A88A - PRIOR TO CONSTRUCTION.THE CIVIL ENGINEER MUST BE CONTACTED IMMEDIATELY 14 --- 15 NOT USED ON THIS SHEET ---- SAWCUT LINE SCALE: 1 20' �I PRO C4 4=04°20'13" 3255' 246.38' 8"TYPE 8 IF THERE ARE ANY DISCREPANCIES BETWEEN FIELD EXPLORATIONS AND PLANS. Y 16 REMOVE EXISTING CONCRETE SIDEWALK ENG-2024-00385 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN elk C,,.,.-dW CITY OF LAKE ELSINORE SHEET o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE O PgOFESS/O,, ST-03 .ALBFgT�^y DATE: 11/18/24 :"°"� ."" ". o, HIGHWAY 74 N STA 16+00.00 TO STA 21+89.75 09 ���� p a NO./30/ z A BENCH MARK: 03 OF 12131/2024 11/18/24 * E%P.9/30/25 * THE BENCHMARK FORTHIS SURVEY ISUSGS BENCHMARK DESIGNATION"D307° ELTORO DEVELOPMENT SHEETS RE ON HABIB,RCE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATEDAT THE WESTERLY CORNER OF ELTORO CUT OFF ANDTHE NORTHERLY EL TORO CUT OFF ROAD FILE NO. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qr av1� FRONTAGE ROAD. 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MATCH, MATCH + a o SAWCUT LINE MATCH MATCH 16 16 SS SS SS S SS SS MATCH, SS MATC 4 S MATCH 1 UaJ 16 SAWCUT LI �� S MATCH 16 MAi CH BATCH i6 7 MATCH i6 1 16 S 2MATCH f- 3 END OF PROP,AC 3 .. _ �' -Q�❑ ^ 0 LINE LLW18.�1 u 194& 2�20.47 ooFg 224'1 Q ,: W 4.26` 4.39 6.38 l40 LL; F 10.49" oo rro o�12.51LL .F ? LL W 7.40 W 105i LL U 14 51 oU D1 I or G r o'ate` 2.q1 or J� 538 W F Fay oUaLL. 2.73 No! o i.44TG 3 oN❑LL FS •• oUa� LL' LL y,FS o�N 17., +w`�� LLX. O q +��� g o`Si nLL 17 4 m��o "m NN. +a Now"' OC v~i ,"0.831N D1 '� LL �' � ao�m m�z �+o,m^� • > � � �"o" ��� • +mom �� .,�+ava`+ > m z4.5EC 2a.5�W W N ¢K _ ` 6 " - 'o " N'n<a'. • . a 6 W •Q� "Q�°Joo' �ti - �G� "� _ �� E"A 1 112.. Fs o F- B 2 DO +M N ' _ _ ` LL ¢ r ^�° LL W _yF a < r �F -_--�.� .-�' Wh _- - -t1°23 45 R=E66.Z1'-L-i82LL 1 LL vi . W W 00 W LL - - - - --- - -- -_ _ � m - N14e21'34"E 38794' _ 6 L� ❑ y W _ LL�- EXPLTO _ _Till 25.38TC = 1-Ll � � _ DETAIL --THIS - _ W r Y � o r' ' 1' - - PR P -NNE TI NT N ITE T RM -- -- _ - --N -- __ -"-� 24.88FS L _-PLANS PERMIT N0.EN - I / _DRAIN.SEE SEPARATE -- -- -- - -- 4 U EX PLTO ' d PRECISE GRADING - v REMAIN / G 2U23-00343 - -- I` J 2.7TC - - -25.37FS Q E DEMOLITION NOTES: E 3.21 `Ge, 23.2 --- °� CENTERLINE DATA TABLE ---©NOT USED ON THIS SHEET - T�-FS. 23.85 m NO. DELTA OR BRG. RADIUS LENGTH REMARK �7 REMOVE EXISTING AC PAVEMENT 23.90 i �? 00o ( N 14°2T34"E - 659.110 ' WWW CONSTRUCTION NOTES: LEGEND 24.02T Q 4=30°42'21" 716.71' 384.10' - NOT USED S SHEET W .G8 23.5 ---Q `� 24,24TC `� PROPOSED 4"O2 CONSTRUCOT SIDEWALK(WIDTH PER PLAN) PROPOSED C ASPHALT CONCRETE W 2. T 1.8,0rJ 24.65TC 23,a7FS Tom/ 4 0 2.15 PER CITY OF LAKE ELSINORE STD NO 210 c¢j /�rr�� 1 CURVE DATA TABLE O3 CONSTRUCT TYPE 8 CURB AND GUTTER(8 C.F.)PER CITY OF LAKE ELSINORE STD.NO.201 CONCRETE o y,Z 23.53TC.-__ DA- P 24.25FC- �/m / REMARK LANDSCAPING w _-� NO. DELTA OR BRG. RADIUS LENGTH R O NOT USED ON THIS SHEET w _- -- -w 24.7 T 'KGB C1 0=25°24'04" 694.71' 307.99' 8"TYPE 8 R/W LINE 24.26FS © INSTALL LANDSCAPING PER SEPARATE PLAN AND PERMIT BY SOTELO LANDSCAPE ---- v� - -01-- 4.72T ARCHITECTS of o-- ---��`� 6 24.22FS CENTERLINE _P v- O7 CONSTRUCT 4"AC/6"AS ASPHALT PAVEMENT PER CITY OF LAKE ELSINORE STD NO.108 - -- --2as3F 24.95TC PUBLIC STORM DRAIN CONSTRUCTION NOTES: (LOCAL STREET CLASS). GRADING LIMITS - z4.45F �1 CONSTRUCT PARKWAY CULVERT TYPE"A"PER CITY OF LAKE ELSINORE STD.NO.300A © ---10 NOT USED ON THIS SHEET EXISTING CONTOUR U DETAIL"A" INSTALL 12"DIA.HOPE STORM DRAIN MANHOLE BY ADS. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH'TYPE II"PER CITY OF LAKE ELSINORE o SCALE:1"=10' ® O STD.NO.118B. GRIND AND OVERLAY Z� 0 20 40 INSTALL 12"NDS SQUARE DRAIN INLET AND CATCH BASIN 12 ---15 NOT USED ON THIS SHEET SAWCUT LINE wl ®INSTALL 12"HOPE ADS N-12 PIPE INCLUDING BEDDING AND BACKFILL PER GRAPHIC SCALE m MANUFACTURER'S RECOMMENDATIONS. 16 SAWCUT,GRIND AND OVERLAY EXISTING AC PAVEMENT PER DETAIL 1,SHEET ST-02. SCALE: 1"= 20' �I 17 INSTALL STREET LIGHT PER SHEET ST-09. y ENG-2024-00385 I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL SCALE: PER PLAN MARK REVISIONS APPR. DATE Commercial CITY OF LAKE ELSINORE SHEET o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN o a o < oe°eloPme„r ^�_O� / OFE55/ l`J FOUND ACCEPTABLE e AL Nq Tom,=�..°m .a mResaorces 8F4,T°^y DATE: 11/18/24 ®n.�... .�:.�,,, FRONTAGE ROAD N 'I I = o m STA 11+00 TO STA 17+17.46 09 � I2"ki p a NO.ass/ z A BENCH MARK: OS OF 12131/2024 11/18/24 * E%P.9/30/25 * BTHE ENCHMARK: FOR THIS SURVEY IS USES BENCHMARK DESIGNATION"D307° ELTORO DEVELOPMENT SHEETS RE ON HABIB,RICE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATEDATTHE WESTERLYCORNER OF ELTORO CUT OFFANDTHE NORTHERLY EL TORO CUT OFF ROAD FILE No. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qT av1L FRONTAGE ROAD. CITY OF LAKE ELSINORE f of oA"F� ELEVATION=1425.75 FEET(NAND 88) LAKE ELSINORE,CA 92532 25-021 m Oo lu 1�\\\\,4— ———— + Q \EXISTING CENTERLINE FINISHED SURFACE TO REMAIN _ L 4297' .aN o �� ~o _La_%L -oo +m Na=,o.7a' w S o U m a rl m^ vri� CURB RETURN �w aK �� �� ,n NN + o _ cn Lfl �cn ( =4 45 �U I-� a ¢ro �I ¢N --- ►- 4=10.11' �r ao ao '+ �o �m +� rrn�' (148%)_ �v�i N� rn c� c�LL Q NI �^ _-_ - vn �� -� �� ¢0 260% o .2 r 6 �- (\ EXISTING CENTERLINE w M mm P� Jw ` - ' An FINISHED SURFACE TO REMAIN U �M lZ�i N 1 EXISTING CENTERLINE PROzW o SOUTHOEASTERN CURB g m ~N Ny FINISHED SURFACE TO REMAIN LLI W. M C) N a^ / ' ��' SURFACE @ TC - EX GROUND Q SURFACE@TC ¢� G gz m \¢°' ¢O EXISTING CENTERLINE o �� FINISHEDSURFACETO REMAIN Oi PROPOSED _ + a w = ^ rnNa 18% + J Nam + J SOUTHEASTERN N a EX ROUND �Jm _ URFACE @ TC uriMN - - w + EX GROUND SURFACE@TC XGROUND - URFACE @ TC PROPOSED SOUTHEA TERN URB "' 3a21° -- E ROUND �- SURFACE @TC SCALE:HORIZ 1"=20' VERT 1"=2' 17+00 18+00 19+00 =w 20+00 21+00 22+00 23+00 o EXISTINGT o v \' EX TREET v EXISTING EDGE \ _ _ — -- N �Fp�p�7\ _ --- EXISTING EDGE _o ---- FR NTA E ROAD TO BE - --- MATCH E m M - EX 24"STORM DRAIN- -� F -� FRONTAGE ROAD w Nrrz _ LAKE ELSINORE --------- 7 02+10.95 EL TORO UT F RD 1 +7EL TOFRONTAGER / - M. oao o TT N _ - +rm m 2 MATCH 00 _ o 20+00 _ SEESHEET ST-03 19+50 o ss M. Ss � 16 - o FR NTA E R AD TO BE MAINTAINED ���19..OQ MATCH 24'S �o 7 21 h 7 SAWCUT LINE 16 �� cv 16 DRAIN o SAWCUT LINE _MATCH ` .. —MATCH S SAWCUT LINE o 21 - _ _MATCH N EX EDGE OF O w / 18 50 s s=ooz m. n c4 AT MATCH s � � SS 7. 24.601NV-IN SSMATCH 50 ' _ SS 7 _ 4vly �7 BEGIN 15 _ SS _- 7 - n O � C fT1�{7� 11 4 '°° oI TEX PL TO 7 22+Q0 M 4 00 w... ° I O fir- _ 2 SS SAWCUT LINE 3 U SAWCUT + m 2 9 2 SAWCUT LINE K 42 T 7 G a�6 25.27 5 52.. 7 6 MATCH 2+5 A m 7 mwvw SAWCl1T UNE y-.,..�r�� ? 'S S/ R 45 rJLL ,o 1 E SS o, - - mm�`O y �' TA 19+30.010 C) STA 20+11.7B R ENb 15 oa PROP.CONNECTION TO UNSITE orcF�LL , T2LL32 N'Q' SSMATCH 23' � _ 16 ----- % q ' � ERMITN 0 — y „D ,°_ w N^mom` -��d ID 3147T y. / STORMD _ a 3342 7 +0 \ I EX EDGE OF �` +NUa�> k5� MATCH 16 SS 12/° y' 6.F8 0' � 6 EX PLATIT TO 'mo���'�' OSFy' 29�85FL 3080FL '.13 - -_ PLANSP O.ENG 202300343. N MEX PL TO BE + m okJo FS ° 2 4.69FS SS 716 SS - ^ r�a-m Al oar _m ` �, ., E Nti MATCHLI E SHEET ST-04 > —� oFaLL. _ �BGe — ss — — �� - L ., ti PR P PL m m C y N + N 33FXE 23f w y mmm, 6 o�c / _. _ m F �, ',(pE�XpE�DMG�E�OF 34 52 O I 12 m N T � `( 17 4.g° � „ MATCH Nmmcmi F E 35 S w h I o , ... U� LL 34.90 �} 2• _- � m -25s3 0 ^>N CONSTRUCTION NOTES: m <a LL ss 111 /. -E _ o r Z 25.32 r +me�v _ - — — DEMOLITION NOTES: m'i o N;�m 35.s, �JLL _ _ _ E 17 Oi NOT USED ON THIS SHEET ¢ o N n�KMo m �� — _ - 9 :1• 25.36 / uri 1 PROTECT IN PLACE ITEM NOTED AND ADJUST TO GRADE AS NEEDED. EX PL TO BEN o �� Nwm mamMm �i� ^°°'a 65F5 ' O2 CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO.210 ❑ N Ng N m F- B.".o 0„ F F5 �m Nmo g24.5 \' 6a°1a'Sd^N P h O3 CONSTRUCT TYPE 8 CURB AND GUTTER(8"C.F.)PER CITY OF LAKE ELSINORE STD.NO.201 ❑2 --©NOT USED ON THIS SHEET o Q U N x FS-C� 7 REMOVE EXISTING AC PAVEMENT - ® NOT USED ON THIS SHEET ❑ �' 25.7a 26.02 8 10 NOT USED ON THIS SHEET o FS-G O5 CONSTRUCT ADA FLARED ACCESS RAMP TYPE I PER CITY OF LAKE ELSINORE STD.NO.214A W/ ❑ ---❑ TRUNCATED DOMES PER CITY STD NO.214D.SEE SHEET ST-08 FOR ELEVATION DETAILS. Q CENTERLINE DATA TABLE 11 REMOVE EXISTING SIGN c, © INSTALL LANDSCAPING PER SEPARATE PLAN AND PERMIT BY SOTELO LANDSCAPE ARCHITECTS LEGEND NO. DELTA OR BRIG. RADIUS LENGTH REMARK NOT USED ON THIS SHEET PROPOSED 4"ASPHALT CONCRETE `o t 4=30°42'21" 716.71' 384.10. _ O7 CONSTRUCT 4"AC/6"AB ASPHALT PAVEMENT PER CITY OF LAKE ELSINORE STD NO.108(LOCAL 1 O STREET CLASS). 14 REMOVE EXISTING HEADWALL PROPOSED CONCRETE w O2 t1=13°05'37" 716.71 163.79' - 15 REMOVE EXISTING STORM DRAIN PIPE O N 58°09'32"E - 383.a9' _ ® ---10 NOT USED ON THIS SHEET LANDSCAPING o „ CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II"PER CITY OF LAKE ELSINORE STD.NO. PUBLIC STORM DRAIN CONSTRUCTION NOTES: RAN LINE wI 118B. ---- o CURVE DATA TABLE NOT USED ON THIS SHEET —_ _— CENTERLINE 12 INSTALL STREET CLOSURE BARRIER AND SIGNAGE NO. DELTA OR BEG. RADIUS LENGTH REMARK ® INSTALL 12"HOPE ADS N-12 PIPE INCLUDING BEDDING AND BACKFILL PER 13 INSTALL"FRONTAGE ROAD"STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.400B MANUFACTURER'S RECOMMENDATIONS GRADING LIMITS 0 Cl 0=252404" 694.71' 307.99' 8'TYPE 8 20 0 20 40 r`0 C2 A-92'41'47" 25' 40.45' SEE SHEET 7 14 INSTALL STOP SIGN PER CITY OF LAKE ELSINORE STD.NO.406A �5 INSTALL 18"DIA.HDPE STORM DRAIN MANHOLE BY ADS. Sx EXISTING CONTOUR C3 A-98o29'01" 25' 42.97' SEE SHEET 7 15 NOT USED ON THIS SHEET © CONSTRUCT CURB INLET CATCH BASIN PER CITY OF LAKE ELSINORE STD.NO.302A. GRIND AND OVERLAY ml GRAPHIC SCALE C4 t1=OT35'20" 694.71' 92.02' 8"TYPE 8 18 SAWCUT,GRIND AND OVERLAY EXISTING AC PAVEMENT PER DETAIL 1,SHEET ST-02. ® INSTALL NEW STORM DRAIN PRE-CAST CONCRETE MANHOLE PER S.P.F.P.W.C.STD. ———— SAWCUT LINE SCALE: Y'= 20' �I PLAN 32,-2. ENG-2024-00385 17 INSTALL STREET LIGHT PER SHEET ST-09. o MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN COW-- CITY OF LAKE ELSINORE SHEET o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN P OFE55/N euebpnenl FOUND ACCEPTABLE a AL o'0< *amn ST-06 BFq,T�^y DATE: 11/18/24 Yy;sn�. .m�n�, FRONTAGE ROAD N STA 17+17.46 TO STA 23+57.77 09 p a NO.65513 z A BENCH MARK: 06 OF 12/31/2024 ��/18/24 * E% 9/30/25 * THE BENCHMARK FORTHIS SURVEY ISUSGS BENCHMARK DESIGNATION"D307," ELTORO DEVELOPMENT SHEETS RE ON HABIB,RCE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATED AT THE WESTERLY CORNER OF ELTORO CUT OFF AND THE NORTHERLY EL TORO CUT OFF ROAD FILE No. -o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qT olq� FRONTAGE ROAD. CITY OF LAKE ELSINORE f cn�1FO� ELEVATION=1425.75 FEET(NAVD 88) LAKE ELSINORE,CA 92532 25-022 In R R _ R PROP.42" 42 GUARDRAIL 42 I 7.00' 5.00, 38.00' 1 38.00' 5.00, VARIES PROPOSED PRIVATE IMPROVEMENTS PER 40 PROP.LANDSCAPE PROP. PROP.AC PAVEMENT f PROP. PROP.LANDSCAPE SEPARATE PLAN AND PERMIT ENG-2023-00343. 40 SIDEWALK EL TORO CUTOFF ROAD SIDEWALK SHOWN FOR REFERENCE ONLY. 38 PROPOSED PRIVATE IMPROVEMENTS PER I 38 SEPARATE PLAN AND PERMIT ENG-2023-00343. I I _ _ ._ _ — SHOWN FOR REFERENCE ONLY. 0 36 20% 20% 2.0% 2.0% 1 z.0% 2.0% 20% 20% 34 - - - =- - - - - - - - - - - - —y- - - - - - - - - - =- - 34 � / '�• ///���/�/�/ / SEPARATE PLAN AND PERMIT BY LOVELACE ENGINEERING 32 32 30 I 30 I I 28 ==_ 28 TYPICAL SECTION: EL TORO CUTOFF ROAD SCALER-5 30 PROPOSED PRIVATE IMPROVEMENTS PER R 5.50' 6.50' S5.00' CL 30 SEPARATE PLAN AND PERM IT ENG-2023-00343. SHOWN FOR REFERENCE ONLY. 1 PROP. PROP. 28 1 LANDSCAPE SIDEWALKN VARIES HIGHWAY 74 VARIES 1 28 PROP.AC PAVEMENT EX AC PAVEMENT 26 26 2.0% 0.9% 24 24 22 DEDI ATI.0 X PL TO BE EX CURB&GUTTER TO BE 1 22 REMOVED REMOVED FOR STREET WIDENING TYPICAL SECTION: HIGHWAY 74 SCALE:1"=5' 3 O N N O V r O I O N 0 d E 30 rL 24,00' 5.00' 23.00' R 30 SOUTH FRONTAGE RD PROP. PROP.LANDSCAPE E 28 1 VARIES VARIES SIDEWALK i 28 26 EX AC PAVEMENT PROP.AC PAVEMENT 26 17�O% �/� /i in 24 1 EX EDGE OF— PROP.�/� /�y o, PAVEMENT 2�0°b PROP.PRIVATE IMPROVEMENTS 24 2.8% ,//���/j///� /%������ PER SEPARATE PLAN AND o 22 — PERMIT ENG-2023-00343. 22 a SHOWN FOR REFERENCE ONLY. U `o w TYPICAL SECTION: FRONTAGE ROAD T; SCALE:1"=5' `o U O O H W ml ENG-2024-00385 y 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN CITY OF LAKE ELSINORE SHEET o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE P ftOFESS/ °N< ST-07 ALgFPNc^cm DATE: 11/18/24 � ";„ .", eR �• TYPICAL CROSS-SECTIONS o it a rvo z A BENCH MARK: 07 OF O9 12131/2024 11/18/24 * E%P.9/30//30/25 * THE BENCHMARK FOR THIS SURVEY IS USES BENCHMARK DESIGNATION"D307" EL TORO DEVELOPMENT SHEETS RE ON HABIB,RCE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATED AT THE WESTERLY CORNER OF ELTORO CUT OFF AND THE NORTHERLY EL TORO CUT OFF ROAD FILE No. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qr av1L FRONTAGE ROAD. CITY OF LAKE ELSINORE f cn�lFOft ELEVATION=1425.75 FEET(NAVD 88) LAKE ELSINORE,CA 92532 25-023 �l yo fox / --- P y 28.40FL-GBT 28 33FL GB 0CF c� a j30.34 o° / a y 28.41TC , 1.8°k 7,9% 2FL O 30.88TCs' y 30.21 FL 118%' y �< I° 29.09 29.10 31.37 FS Gq 1I 7 � y30.61 29.17 y `Sp. 7.42 2 fs y F .O 30.67FL0-GB o F,.GB 7FS y a y y 31.38TC d 1.8%' y \ 30.71 FL p\ 4 y 1.56 9 s\ CURB RAMP DETAIL o.w ^� SCALE:1"=10' NORTHERN CORNER OF FRONTAGE RD c &EL TORO CUT OFF RD \ y a' y \ 0' O O / ��T // CURB RAM P DoETAIL / O EASTERN CORNER OF FRONTAGE RD ?a ooXs // &EL TORO CUT OFF RD q 4F 2 / \ 3 y d 35.80 y 35.79TC 4 5.12FL-HP 0 y y \\° / o a y o. o � y 5.68. Q ., $ 3.98FL // y y 37.52 37.58 7 58 04 SSA <38.42 o .Qa y y y 7 N y o 8 FS 35.75 3 y 37.2g I1¢rWy35.68 FS-G 3 C 35.94 coo y 37.19. 3 7.25 9 g4F ) y 34.78TC / Q �: m 36.55FL-GB y Q 36.49FL-GB.. oa o 0" F 34.83 yFS b / 8 S:S, / N� ; T37.07TC 2 / E E S. 40\ °9O9s0 i ^ rq / 00 O y a 9 �P \\ qO�T 70°' / �P y 1 OT / o y // Xoo \ ti 20, // ��� oo w a O X Qo CURB RAMP DETAIL CURB RAMP DETAIL 0 SCALE:1"=10' SCALE:1"=10' o WESTERN CORNER OF HWY 74 NORTHERN CORNER OF HWY 74 w &EL TORO CUT OFF RD &EL TORO CUT OFF RD mI ENG-2024-00385 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN CIA-RoaYces CITY OF LAKE ELSINORE SHEETONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN P OFESS/ �1FOUND ACCEPTABLE L < 9�., .a.�n T-08 6FgJ'�cz DATE: 11n6/24 �;,,�;.�,.,;„�;e.n• ADA RAMP DETAILS o w a rvo sssa z A BENCH MARK: O8 OF O9 12131/2024 11/18/24 * E-9/30/25 * BTHE ENCHMARK: FOR THIS SURVEY IS USES BENCHMARK DESIGNATION"D307° EL TORO DEVELOPMENT SHEETS RE ON HABIB,RCE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATED AT THE WESTERLY CORNER OF ELTORO CUTOFF AND THE NORTHERLY EL TORO CUT OFF ROAD FILE No. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qT av1� FRONTAGE ROAD. CITY OF LAKE ELSINORE f�CAL�FO� ELEVATION=1425.75 FEET(NAM)88) LAKE ELSINORE,CA 92532 25-024 In I 60.0 30,p I 30,0 I $ / / o ' - w ----- w 1� - u 01+61,30 1 4 ' i77 ce w / / � 0055 0'-'-'•'. 1 4 . . . - I 1000 \ gyp. ,8\ '� PROPOSED sw�/ / 'm �55 .: . . . . •'LL I r '.0� so LL PROP INTERSECTION "' 0 PGE CP APN:347-130-033,-034 �' _ O SAFETY LIGHT PER 180 pC1 ��' -: ` `%•-LL SR#353-6066 ` SEPARATE PLAN AND F I w PROP.INTERSECTION j PERMIT PREPARED BY -X m ' .'.'.'.'.'.'.' ' SAFETY LIGHT PER U o T SOLUTIONS, C X x`V Tq •-•'-`v I SEPARATE PLAN AND .` p �'�= SS �9�,q�� o / T O ESPROPOSED ` o . PERMIT PERMIT PREPARED BY -- ✓ RAMES SOLUTIONS INC F- 0'00+ 1 BUILDING 1 4• SS \....\.., / / .. ..-:. . . .,' APN:34\-035 LL SR#360-7055 r. . . . .i o> �1 J Ir w 1482 176.6 2 195.4' + d I+ - I' 88.5' + - 15� °' 16+00 163.2' 17+00 18+00w o - - - \ l 0 155 7' 14+00 266.4' 0 _ 11s.r HIG � _ �� —yl— I' 7s.a' WAY 74 20+00 >> +00 rr — _ M —I(— 12 oO HIGHWAY 74 m I o I z1+00 _ ji+00 190.0 IN _ _ 00 0 Qo w --- --- � �I __ __ z2+ o I + --- — — — 8- - - EX.STREET PROP INTERSECTION _ Z --- _T_ - LIGHT - _ -- _ w — 77 _ SAFETY LIGHT PER PROP.INTERSECTION EX.STREET O I ---- _-- - _ SEPARATE PLAN AND SAFETY LIGHT PER LIGHT - ----- _-_-- } ----- PERMIT PREPARED BY SEPARATE PLAN AND EX.STREET --� TRAMES SOLUTIONS,INC. PERMIT PREPARED � Q _-_ -- I LIGHT BY TRAMES SOLUTIONS,INC.EX � --- LIGHTREET STREET 3 on LIGHT O cc 0 0 CITY OF LAKE ELSINORE STREET LIGHT GENERAL NOTES: STREET LIGHT CONSTRUCTION NOTES: QUANTITY LEGEND - 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE O INSTALL MINOR LOCALAND COLLECTOR STREET LIGHT PER CITY OF LAKE ELSINORE STD.PLATE 7 EA ---- PROPERTY LINE UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING 505,508,&509 WITH SPECIFICATIONS PER DETAIL"A",THIS SHEET. 01 PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. UTILITIES. CENTERLINE in APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT O2 INSTALL URBAN ARTERIAL STREET LIGHT PER CITY OF LAKE ELSINORE STD.PLATE 507,508,AND 5 EA CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR 8. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL 509 WITH SPECIFICATIONS PER DETAIL"A",THIS SHEET. GRADING LIMITS of COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE O3 INSTALL SECONDARYAND MAJOR STREET LIGHT PER CITY OF LAKE ELSINORE STD.PLATES 506, 1 EA EXISTING CONTOUR N NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST 508,AND 509 WITH SPECIFICATIONS PER DETAIL"A",THIS SHEET. WITHIN THE LIMITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND coo TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT ®INSTALL#5 PULL BOX AND CONDUITS PER CITY STD.PLATE 509 AND 510. 13 EA SAWCUT LINE o ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF STREET LIGHT / PLANS OR NOT.ANY UTIUTY(IES)DAMAGED DURING THE PERFORMANCE THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION IMPROVEMENT PLANS. 1 ) INTERSECTION SAFETY LIGHT OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. 9. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. EXISTING STREET LIGHT 2. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENT OF 8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE E CITY OF LAKE ELSINORE'S CURRENT IMPROVEMENT STANDARDS AND "GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. SPECIFICATION AND AS INDICATED IN THIS MANUAL. IT IS THE MINOR,LOCAL,&COLLECTOR URBAN ARTERIAL SECONDARY&MAJOR o CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE 10. THE SERVICE POINT ARE SUBJECT TO REVISION BY FINAL SCE PLANS,IT POLETYPE AMERON 1C123 AMERON 1C128 AMERON 1C125 E STANDARDS AND CODES AT ALL TIMES. SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROVIDE THE PROPER LUMINAIRE TYPE GE EVOLVE#ERL1-0-03-B3-27-A GE EVOLVE#ERL1-0-09-D3-30-A GE EVOLVE#ERL1-0-09-C3-30-A SERVICE TO THE STREET LIGHTS SHOWN ON THIS PLAN MAST ARM 8'-0" 8'-0" 8'-9. 01 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, SPACING 180'TYP.&200'MAX. 180'TYP.&200'MAX. 180'TYP.&200'MAX. FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CONDUIT AND j INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF CONDUCTORS FROM THE STREET LIGHTS TO APPROVED SERVICE POINT SPACING PATTERN STAGGERED STAGGERED STAGGERED 9:00 AM AND 4:00 PM,MONDAYTHROUGH THURSDAY. FURNISHED BY SCE. TYPICAL STREET LIGHT SPECIFICATIONS A 0 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH 12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING TO APPLY FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED a U CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS WITHIN CITY RIGHT-OF-WAY. REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK `o STOPPAGE. SCE SERVICE PLANNER - WORK ORDER NUMBER w 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A ENERGY CHARGES PAID BY DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING (DEVELOPER,LMD,OTHER) o CONSTRUCTION. JI 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR ., SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133,AT 40 0 40 80 LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. w I GRAPHIC SCALE ml SCALE: 1"= 40' ENG-2024-00385 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SCALE: PER PLAN [ CITY OF LAKE ELSINORE SHEET o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN o a OF'E55/ oFOUND ACCEPTABLE F qs,N< e1opr�e nt -09ALB DATE: 11/18/24 ST /N STREET LIGHT PLAN o �, w a rvo /30/ z A BENCH MARK: 09 OF O9 12131/2024 11/18/24 * E%P.9/30/25 * THE BENCHMARK FOR THIS SURVEY IS USES BENCHMARK DESIGNATION"D307" ELTORO DEVELOPMENT SHEETS RE ON HABIB,RCE No.83156 DATE AARON M.ALBERTSON DATE T v LOCATEDATTHE WESTERLYCORNER OF ELTORO CUTTOFFANDTHE NORTHERLY EL TORO CUT OFF ROAD FILE No. o CITY ENGINEER R.C.E.65513,EXP.09/30/25 qr a�� FRONTAGE ROAD. CITY OF LAKE ELSINORE f of oAt'll ELEVATION=1425.75 FEET(NAND 88) LAKE ELSINORE,CA 92532 25-025 /