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HomeMy WebLinkAboutENG-2022-00128 PG PLAN NO 22-227-22-233 CITY OF LAKE ELSINORE I VINE STREET GRADING NOTES: CORYDON GATEWAY w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE u' STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE D U.S.A. PRIOR TO ANY OPERATIONS. PARCELS lJ�. O1 TM 37977 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-800-422-4133) FORTY-EIGHT V I C I N I TY MAP LEWIS STREET ¢ Es (48) HOURS PRIOR TO GRADING. NOT TO SCALE 01 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNING 10 GRADING OPERATIONS. PARCEL "A" DOCUMENT NO. 2022-0271003 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. SITE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE LEMON STREET \ PLAN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, PRECISE GRADING PLAN AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. CF,p 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. D-1557-70 TEST METHOD. 9ZRF ���� WAITE STREET 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. �� V 0 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN Yz" PER FOOT FOR A MINIMUM OF THREE (3) � FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE. /\ BUNDY CANYON ROAD 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN 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. J 13. PROVIDE 5' WIDE BY 1' 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 CUT SLOPES. J 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL. LEGAL DESCRIPTION OWNER/DEVELOPER INDEX SHEET NO. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. PARCEL "A" PER DOCUMENT NO. 2022-0271003 ON-POINT COMMERCIAL, LLC TITLE SHEET 1 18. THE SOILS ENGINEERING INVESTIGATION DATED 10-3-19 PREPARED BY EARTH STRATA GEOTECHNICAL SERVICES, INC. RECORDED 6/15/2022 IN OFFICIAL RECORDS 1451 BALDY VIEW CIRCLE INDEX MAP 2 AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED 10-3-19 PREPARED BY EARTH STRATA GEOTECHNICAL SERVICES, INC., SHALL 7M COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CORONA, CA 92882 PRECISE GRADING PLAN 3 BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. BASIS OF BEARINGS (714) 240-0410 SEWER PLAN AND PROFILE 4-5 19 SPECIFICERED CIVIL ELEEVATIONSEARENEER OR REQUIRED, THED LAND ELEVATIONRVEYOR SHALL(WITH RESPECT TOMEAN SEACATION OF LEVEL) SHALL BE GIVEN. IFNG PAD EANTELEVATIONEWITH GENERAL NOTES: THE BASIS OF BEARINGS FOR THIS MAP IS BASED UPON THE CENTERLINE OF CORYDON CONTACT: SIEVE VETTEL FIRE DETAILSNE PLAN&SECTIONS 67 RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY STREET, AS SHOWN ON A RECORD SURVEY, ON FILE IN BOOK 73, PAGE 44, OF RECORDS ENGINEER 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF OF SURVEY, BEING SHOWN AS NORTH 36°35'00" EAST. TEMECULA ENGINEERING CONSULTANTS, INC. 21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT. DOES NOT CONSTITUTE A REPRESENTATION AS THE THE ACCURACY OR COMPLETENESS OF BENCHMARK 29377 RANCHO CALIFORNIA ROAD, SUITE 202 THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND TEMECULA, CA 92591 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT. UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR COUNTY OF RIVERSIDE BENCHMARK: "E-10-70" PHONE:951-676-1018 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF CONTACT: STAN HEATON, P.E. NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL ALL UTILITIES, PIPED OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. LOCATION: 337.0 FEET NORTHWEST OF THE "T" INTERSECTION OF LAKEVIEW TERRAVE MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. ANY UTILITY(IES) DAMAGED DURING THE PERFORMANCE OF WORK SHALL BE REPAIRED AND OLIVE STREET, 33.0 FEET NORTHEAST OF THE CENTER OF LAKEVIEW TERRACE, 4.0 SOILS ENGINEER 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, FEET NORTHWEST OF POWERPOLE#11730. 1.0 FEET SOUTHEAST OF A MARKER POST, A EARTH STRATA GEOTECHNICAL SERVICES, INC. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND AT HIS EXPENSE. BRASS DISK SET IN THE TOP OF A CONCRETE POST AND MARKED E-10-70. 42184 REMINGTON AVENUE ANY SUBSTRUCTURES. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. WORKS (LATEST EDITION), AND STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. ELEVATION=1330.771 FEET (1929 DATUM) PLUS 2.64 FEET ADJUSTMENT TEMECULA, CA 92590 C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS PHONE: 951-461-4028 D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. AND CODES AT ALL TIMES. ASSESSORS PARCEL NUMBER (APN) CONTACT: STEPHEN POOLE 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT 370-050-038 WORK TO BE DONE TWELVE INCHES (12") ON CENTER. SLOPES OVER FIFTEEN FEET (15') IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 370-050-039 BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10') ON CENTER; 674-3124, EXTENSION 247, BETWEEN THE HOURS OF 9:OOam AND 4:OOpm MONDAY CONSTRUCTION OF CURB, GUTTER, SIDEWALK, TREES AT TWENTY FEET (20') ON CENTER; COMBINATIONS FIFTEEN FEET (15') ON CENTER. SLOPES OVER THREE FEET (3') IN THROUGH THURSDAY. NOTICE TO CONTRACTORS PAVEMENT, PARKING FACILITIES AND LIGHT VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR INDUSTRIAL BUILDING. TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 26 GRADOINGDPROJJECT.CTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT FEMA FLOOD DATA REQUIRE IMMEDIATE WORK STOPPAGE. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE F.I.R.M.=06065C2043G EFFECTIVE 8/28/08 IS THE END OF EACH DAY'S WORK. REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING CONSTRUCTION. MEASURES TO PROTECT THE UTILITY LINES SHOWN THESE DRAWINGS. THE CONTRACTOR WITHIN A ZONE "X" DEFINED AS AREAS OF 0.2% 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, ANNUAL CHANCE OF FLOOD HAZARD, AREAS OF 1% 29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. COMPANIES INVOLVED, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING OF LESS THAN IFT. OR WITH DRAINAGE AREAS OF CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LESS THAN ONE SQ.MI. WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET AT 1-800-422-4133, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. INCLUDING SAFETY OF ALL PERSONS OR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR UTILITY NOTES ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND THE ENGINEER WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR BEGINNING OF CONSTRUCTION.INFORM THE CITY LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 31315 CHANEY STREET ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, PERFORMANCE OF WORK ON THIS PROJECT. LAKE ELSINORE, CA 92331 ARE SHOWN ON THESE PLANS. WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN 951-674-3146 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. PLACE PRIOR TO PAVING THE STREET SECTION. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 35.APPROXIMATE DATE OF: 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS WILL BE TAKEN (U.S.A.) PHONE:811, TWO(2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION 31315 CHANEY STREET BEGINNING OPERATION: 9/15/2022 AFTER ROUGH GRADING, TO DETERMINE THE EXACT SECTION REQUIRED. SECTION PERMIT ISSUED BY THE DIRECTOR OF TRANSPORTATION SHALL BE VALID INVOLVING LAKE ELSINORE, CA 92530 COMPLETION: 9/15/2023 THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY NUMBER ISSUED BY 10.ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND U.S.A. (951) 674-3146 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3-) WILL BE PLACED IN FILLS ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE GAS: SOUTHERN CALIFORNIA GAS CO. WITHIN ROADBED AREAS OR THREE FEET (3') OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS ENGINEER'S NOTICE 1981 W. LUGONIA AVENUE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. SHALL BE IN THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR REDLANDS, CA 92374 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY (909) 335-7828 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING 39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND BE REPLACED BY CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY PHONE: 1265SBC PACIFIC BELL GTE . JUANIT TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SUIT N. VAN BUREN HEM T CA 92 4 STREET INDUSTRIAL STORM WATER DISCHARGES. SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY SUITE 180 HEMET, CA 92543 NPD PROJECT AND BEFORE ACCEPTANCE IS GRANTED. ES WDID#8 33C393839 DATE PERMIT ISSUED: MAY 14. 202E AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. 12.WI ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE (714)ANAHE 66 CA 92807 RISE) 672-6518 WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE (714) 666-5423 TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. NEGLIGENCE OF THE OWNER OR ENGINEER. CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC ELECTRIC: S0. CAL. EDISON CO. INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE 26100 MENIFEE ROAD PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ROMOLAND, CA 92585 CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY (951) 928-8207 ESTIMATED EARTHWORK QUANTITIES 13.IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT No. 8 OFFICE OF DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR CALTRANS, PLACE MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES'. SECTION RISE) SIDE COUNTY CUT FILL STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE EARTHWORK RAW VOLUME: 2,808 2,225 OF THE IMPROVEMENT PLANS. CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT OVEREXCAVATI ON 1,917 1,917 SOILS ENGINEER CERTIFICATE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE 4080 LEMON STREET (SECOND FLOOR) SUBSIDENCE 0.01 FEET --- 36 QpOfE38/0�• THEUTILITIES CONTRACCTORSRUCTURES RESPONSIBILLIITYAND ANY TO NOTIFFYHER THEFOWNERSTOFHALLITE. IT UTILITIESALL OR BE RIVERSIDE, CA 92502 5-4777 SHRINKAGE 14% --- 585 THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN �4��y,rIC W�F�'�v,. STRUCTURES CONCERNED BEFORE STARTING WORK. FIBER OPTIC: LEVEL 35 COMMUNICATIONS 1 CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS i 4 s 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE Know what's below. NETWORK RELOCATIONS DEPARTMENT TOTALS: 4,725 4,762 AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. _ N0.692 c - FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE Call before you di ' 1025 ELDORADO BOULEVARD, BUILDING 33A-522 Y 9• gALANDE 37 PROJECT N0. 192646-10A, DATE: OCTOBER 3, 2019, UPDATED `m m PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE BROOMFIELD, CO 8002E PROJE 0. 2431177�-- APRIL 4, 2022 i PLANS. �� % 'r ,O 4�� 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. (720) 888-5688 r FECNN� +� S-2 S-2022 'lE OF CA00 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. A Free Habl Ic Service Provided By WDID #8 33C393839 Underground Service Alert Of Southern California STEPHEN M. POOLE, GE692 (DATE) ERSC 09/21/2022 MB ENG-2022-00128 q q THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TEME(01TI� MARK REVISIONS APP R. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC �I�CGIII���3IIN� q?FESs/ CITY OF LAKE ELSINORE SHEET 1 LAWS AND HAVE BEEN FOUND ACCEPTABLE 00)1J07JLT,&_NIl`E,RN0. �e�p`•�"Y 11 LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43.82��m CORYDON GATEWAY OF 7 r 9/26/2022 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * * SCALE. BENCH MARK: COMMERCIAL CENTER SHEETS * TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * �� N/A REMON HABIB, RCE Na. s31ss DATE E-10-70 PRECISE GRADING PLAN FILE No. CITY ENGINEER 11*i4 ELEVATION: 1330.771 TITLE SHEET CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9/20/2022 1 1 22-227 ESTIMATED GRADING CONSTRUCTION NOTES (PRECISE GRADING ONLY) QUANTITIES I CONSTRUCT TYPE 6 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO. 200 607 L.F. CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD. NO. 202 1,794 L.F. CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" CRUSHED AGGREGATE BASE(OR PER SOILS REPORT) 874 TONS/1,199 C.Y. CONSTRUCT 4" A.C. PAVEMENT OVER 9" CRUSHED AGGREGATE BASE (OR PER SOILS REPORT) 205 TONS/237 C.Y. CONSTRUCT 3" A.C. PAVEMENT OVER 8" CRUSHED AGGREGATE BASE (OR PER SOILS REPORT) 157 TONS/215 C.Y. CONSTRUCT 4"P.C.C. CONTIGUOUS SIDEWALK PER CITY OF LAKE ELSINORE STD. NO. 210 6,465 S.F. CONSTRUCT 3' P.C.C. RIBBON GUTTER PER DETAIL 1 ON SHEET 7 1,827 S.F. CONSTRUCT P STEP-OUT CURB PER DETAIL 2 ON SHEET 7 251 L.F. CONSTRUCT ACCESSIBLE GUTTER PER DETAIL 3 ON SHEET 7 2 EA. CONSTRUCT ACCESS RAMP: TYPE I PER CITY OF LAKE ELSINORE STD. NO. 214A 2 EA. CONSTRUCT ACCESS RAMP: TYPE III PER CITY OF LAKE ELSINORE STD. NO. 214C 1 EA. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S SITE PLANS 2 EA. CONSTRUCT TRUNCATED DOMES 100 S.F. INSTALL REDWOOD HEADER 605 L.F. REMOVE A.C. CURB 85 L.F. CONSTRUCT TYPE "o"0" CURB FACE 55 L.F. � CONSTRUCT DRIVE APPROACH, PER RIVERSIDE COUNTY STD. NO. 207 4 EA. \\ \ \ S18 CONSTRUCT 3'CONSTRUCT 11TP.C.C. PAVEMENTO 4.5' RIBBON U(ORR TO PR SOILS SIBLE REPORT)�ER TRANSITION PER DETAIL 4 ON SHEET 7 35EA. C.Y. �� / \ / / \ O REMOVE EXISTING 5'x5'x1.5' RIP RAP 1 EA. \ ; CONSTRUCT CURB RAMP PER CALTRANS STANDARD A88A CASE "C' 7 EA. \ k+ LENGTH AND SLOPE PER PLAN \\% \ \ 22 CONSTRUCT WHEEL STOP PER DETAIL 6 ON SHEET 7 4 EA. ESTIMATED / /� \\ s, _\ \ \,� SEWER CONSTRUCTION NOTES (SEWER ONLY) QUANTITIES C / s� B \ 4' \ \ \ �(� 1 INSTALL 8" PVC SDR-35 SEWER MAIN PER EVMWD STD. S-1A 547 INSTALL 6" PVC SDR-35 SEWER LATERAL PER EVMWD STD. 5-12 83 L.F. 0 3 INSTALL 5' DIAMETER SEWER MANHOLE PER EVMWD STD S-5 1 EA. ���� INSTALL 4' DIAMETER SEWER MANHOLE PER EVMWD STD. S-4 3 EA. r �\ \� / �����\' 1 II"ff\\ 5 INSTALL TERMINUS SEWER MANHOLE PER EVMWD STD. S-6 1 EA. \ \\ �/�® �� \ �11 > I� \� \xX 6 INSTALL TERMINAL CLEANOUT STRUCTURE PER STANDARD PLANS FOR PUBLIC WORKS STD. 204-1 3 EA. ^/ \ \ INSTALL 8" SEWER ENDPLUG 1 EA. / �� , � L----------� / REMOVE AND REPLACE EXISTING 8" SEWER MAIN 43 L.F. ! A f��� 14 SF\� 9 11 III \ ESTIMATED \ Y / WATER CONSTRUCTION NOTES (WATER ONLY) QUANTITIES z. o D\ O N53'25'41"W 189. 5' v / ' d{ o,N" ,?�: �6\0 �c'F\ ® ///• r1��'So� R \� 70� z ' �/ \ 1 INSTALL 6" PVC C-900 CLASS 235 WATERLINE PER EVMWD STD W-3 102 L.F. - •50 p�'s ww ' / �/ \ 2 INSTALL 6" 90'PVC ELBOW W/RESTRAINED JOINTS 2 EA •"7 i O. ��/,6 0� ��' SEWER LINE x�-�� \ 7y o w- _ �I / 3 INSTALL 6" 45'PVC ELBOW W/RESTRAINED JOINTS 1 EA. r` SHEETS 4-5 - _ .../� III v \ \\ 4 INSTALL FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE 1 EA. SEWER LINE ------ / -i-- - \ PER DETAIL ON SHEET 6 1 EA. SHEETS 4-5 - - ---- {;• N53'25'01"W ,�� / OS INSTALL STAINLESS STEEL SWEEP RISER PER DETAIL ON SHEET 6 ' FIRE LINE 'll - SHEET 6 1 II III i a �®�� ' w I ��NCCEL w -�� I oil ABREVIATIONS LEGEND ® ®. g3, iv DDUDM' HTNO.2®22-MIDDD ® ,�➢`-TP��� ,\ I C CENTERLINE EXISTING RETAINING WALL ��_-- iM HDD®NDCE®®Pd�96/22 C4 I I CO CLEANOUT - INOFFVCA6 RECORDS r ���1\® ; EVMWD ELSINORE VALLEY MUNICIPAL WATER DISTRICT -CL CENTERLINE COUNTIES OF RIVERSIDEr> l� I 55' III 55' FF FINISHED FLOOR ELEVATION ----R---- PROPERTY LINE ;z FG FINISHED GRADE --(1250)-- EXISTING CONTOUR FH FIRE HYDRANT J 1250 PROPOSED ELEVATION p FL FFS LOW LINE CUT GB GRADES BREAKSURFACE F�L�� CUT/FILL LINE - HE HIGH POINT —1-1— DAYLIGHT LINE w o z N53°25'41'W 480.94' _ — ' \ / Q L LENGTH g"W EXISTING 8"WATER -- ------ No w ®9��� -� I O LP LOW POINT 8"S EXISTING 8"SEWER w ¢� ------ MB MAP BOOK ' --- - - ------ o- vwi ®O®� _z e, nN/ z N0. NUMBER -d o w vV 1 T N L.I_ N PAD PAD ELEVATION ADA PATH �� ' \ i '- �� ' w w R PROPERTY LINE ® GATE VALVE AND RISER S/W RIGHT SLOPE OF WAY O O FIRE DOUBLE DETECTOR CHECK METER Q TO TOP OF CURB FH�� FIRE HYDRANT/BLOW-OFF ASSEMBLY TF TOP OF FOOTING TIN TOP OF WALL ® WATER METER WM WATER METER WM N FDC FIRE DEPARTMENT CONNECTION _ _ _ _ _ _ _ _ _ _ �y PIV POST INDICATOR VALVE O MHO SEWER MANHOLE f ■ L ■SHEET 3■ T �� SFH SUPER FIRE HYDRANT ® SEWER CLEAN-OUT CO L — J 30' s5' EASEMENT NOTES: 30' ACCESS EASEMENT PER MB 482/1-4 i AEASEMENT FOR ACCESS, UTILITIES, AND INCIDENTAL PURPOSES, IN FAVOR OF DEVELOPMENT AT MISSION TRAILS LAKE ELSINORE, LLC, RECORDED FEBRUARY 18, 2021 AS INSTRUMENT NO. 2021-0104196 OF OFFICIAL RECORDS. Know what's below. 1 Call before you dig. 50 0 25 50 100 D1 f4 SCALE A Free Public Service Provided By 1"=50' Underground Service Alert Of Southern California T ERSC 09/21/2022 MB ENG-2022-00128 MARK REVISIONS AP P R. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE °�� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC I�I�C�II�I��3IIN`� PgOFESs, CITY OF LAKE ELSINORE `FEET 2 LAWS AND HAVE BEEN FOUND ACCEPTABLE 00T 07JLT,&_NIl`Eo 1IN0• �e� �"Y 1' LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43982��m CORYDON GATEWAY of 7 �r✓ 9/26/2022 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * * SCALE. BENCH MARK: COMMERCIAL CENTER SHEETS �� ^"' * TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * 1`50� REMON HABIB, RCE No. 83156 DATE v °iv�� P� E-10-70 PRECISE GRADING PLAN FILE No. CITY ENGINEER °FCA ELEVATION: 1330.771 INDEX MAP CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9/20/2022 SEE SHEET 1 FOR DESCRIPTION 22-228 L_-----------------\--------J / /'l /z���� /v j 2.3OF5 / G °, / GE 7 Sags /;// 76.01FS 75.96FS 76.15 76.49FS 77.03FS 74,OFS F�' /�/ 6F N53'25'41"W 189.55' °�r��o �i,��a \ /'// 76.12FS� 18 '� 76.72FS Qp col Oo alb / // 14 Q ,/ �y E° 72.87FSs\ HIP \ � .59FS .� oa' \ n (77.28FS).__ M�ohy /� yi4>T 7 'i/`Ai ��0° ....\\\ \ 7:49TC ��ia / F, k� 2 4 `�+ 5 76.90TC N� 77.49TC 77.12F� \\ �Q Oo % a' 'i 9 /� "S/ Z l l `�1 m \ 76.40FS 76.99FS NI .96TC g 2, 99 L 0 w rn i/ �•g �72.46FS' 73.58TC \ o x % 00 -76.84TC 2 3 0 N del, /I/i Op 8 73.08FL G 6 p os 6`° 76.44TC 76.34FS� 2 4 ^ 15 �� 2 76.37TC / // 0�i' c� ��N 4 ti' tp ✓% Ni 7 ti / 75.87FS 75.94FS b\ 76.29T 76.69TC d s`2\ 72.92TC /�`'' / 5 �( - 5 ^� 76.19TC 76.46TC \� Q/i 5/`L 72. 3TC Y7 l / / 74.83FS 9 \\ 72.42FS 73.66TC p \ 0 5 5 75.96FS_ \ / 71.45FL P 2) 'S ' I )� w g 0�8% 76.19FS 77.02TC S 72.84TC °I= S \ 3 74. 6TC 75.16FS - 75.69FS xl 0°j 73.16FL \`o �73.3 S Np \ 75.60TC 0�5%- - 76.41TC \ 76.72TC 20 76.52FS 75.10FS 75.47TC 74.97FS . 75.91TC 7580TC 76.OSTC_ 76.11 TC 75.91FS 76.22FL " 74.65TC 8 75.55FS 72.80TC 1 \ l q / 74.79TC �74.84TC 75.30FS 75.41FS 71.29TC\ 71.78TC /- /i 72.30FS 2 i` 4.29F5 �' 2 74.15FS 74.34FS g 75.37TC 75.59TC 75.70TC 71.28FL 72.14TC 72.01TC 72.59TC - -- - -- -- i 4.03TC - -- - - -- - - 74.87FS 75.81TC 75.20FS - -- � 7 011 (77.16T 70.79FS 71.64FS 7 _ _ 75.09FS 76.03FL_oT-(76.35FS) 72.09FL � 1.1 % /73.53FL 73.3 TC 74.03TC 1.10% 74.63TC 74.8 75.02TC 75.46TC 75.31FS -=_! 2 (76.66FY1 / 8 71.99TC 73.45TC /% 8 77.11TC 7 .33FL i 3 71.4 FFS 72.54TC 72.6 TC m 72.8 FS ///' 8 73.53FS- - 74.13FS .74.3 74.52FS 74.96FS 2 g - !-1:05% .89TC _ 5 0 72.95FL - m o 75.)ETC - �n 76.61FS .95TC 72.04FL 8 -y 0 73.2 TC 8 73.42TC'7 92TC 73.91 TC 9' 0 74. OTC - - 75.39FL^ - N5325 1"W 60.9�1' 72.1 FS f 74.56F�-- _- aE N m.,e - // -71.45FS 1�0% --- -- - -- _ 72.7 FS _72.92FS 3_42FL 73.41 FS - -- - -- ®-1 -_ _ - - .48TC o11 3 76.35TC ' _� �_ � _ _-_- - -- - - - 75.S5FS I 77.32FS 1�7% 71.38F5 71.89FL 1.10% 72.77FL 73.15FL EXISTING EARTHEN SWALE 74.31FL 74.56 75.37TC 2T 74.98FL 76.27TC 61%, 76.41 TCiL 71.29E 7 .61�(T 73.27TC 7.3-ASTC Bel 74.72FL 76.07TC 75.77FS O�� 75. IFS - - 71.10TC 10 6.5 =72.55TC �/ 72.77FS 73.29TC PR-6POSED 8`�O7RER 74:92TC _ 7211FS 'L 73.84TC 73.35FS r.u� 75.57F- 10% _ 70.60FIL rn 18 5-7.72% 72.41TC� 72 OSFS \`1-� 72.79FS 73.84TC PLANS BY T.E.C., INC. g 74.42FS PROPOSED 8" SEWER REF 75.71TC L=6.50' 13 76. 4TC - III m 73.02TC 3 73.34FS 39TC PLANS BY T.E.C., INC. T 1.54TC 71.91FS / 73.34FS 18 T75.21FS 10 of .54FS 7 .72TC 73.76FS 74.20TC 74.35TC 75.64TC 75.68TC 75.46FS-7.00% 75.94FL 14 72.13TC L=7.50' 72.05TC 72.64TC 2 72.60TC 73.36TC 74.30TC L=8.84' 75.08FS 75.18FS 76. 13 11 72.14FS 72.86FS 73.22E 1273)-73.70FS '1�1% 73.85FS S 5=8.00%21 75.14F5 _ -17 1.61% 71.63FS S=7.90% 72.05FS, 72.60FS _- ( _ _ 17 ° 75 � 76. 9TC w - i6 74 30F _ 22 / 6 - ^ O^ L 6.00 21 L=9 67 74.26TG-I rn o - _, 7 2 75.7 N JJ 1 S 75. 9FL 8 0 0 WM ro O �n WM 5 TC 13 M ) 16 - _ - 71.94TC I ° / II 71.44FS _ T M,u> Oytin _ _ 1 73.76FS c� _ 75.2 F ^I�SL - 76.V2F I I - \ 22 17 .64% 5=7.84%• �� �76.10FS T - • 72.18FS o o ,' ADA P � o / o 71.93TC L=7.00 21 13 76 76.52 0 .43FS 5654 7266FS 7266FS 7266FS / 7266FS 7436FS 17 7436FS 7436FS 74.36FS 75.76FS 75.76FS 75.76FS 22 0f FL __ FS-HP 0 ��pe sty` �ql tB b�l of o L=7.75' 72.10TC 75.76FS L=7.00 21 --- - GB � B 71.15L co21 72.56FS 72.70FF 72.70FF 1774.24FS 74.40FF 174.40FF 21L=6.00" 75.66FS 75.80FF 75.80FF 5=7 AA) 19 .0GB I / �� �`0 ¢ p0 ,Q ,�nL71.52 15=7.05% 7,.60FS HP.14FS FS-HP 22 76. ox GB I FS-HP N rn N Im \ 1.25%%� 2 1 2 3 4 5 6 1 �o - F, 72.24TC 75.49TC ` - � ---- N .. Q� �� n1 / 5 71.74FS-HP I 76.10F5 6 18 75. 9F5 Hrn 71.96TC o $ I FF=72.70 FF=72.70 FF=74.40 FF=74.40 FF=75.80 FF=75.80 '° (r �� nl a� 1.53' 1.57' P �hy`E 0)�0% 76. 6TC N _I-c o / ______ o�O�� z 71.46FS 72.15TC PAD=72.20 PAD=72.20 PAD=73.90 I PAD=73.90 PAD=75.30 �e PAD=75.30 76.56Tc 75. sFL 1� �` ° 76.O6FS 8 (12� / \\ ��j 1 �` 71.90TC 71.65FS QQ ��OO��OO 76.44TC Iz -- 71.40FS �•_ 12 4) / rn I I Crn OO 1 75 93FS 2TI / 3 TC 8J� 71.84TC d I 72.66FS 72.66FS 72.66FS 72. 66 FS� 74.19FS 74.19FS 74.19FS 74.19FS p`°��75.76FS 75.76FS 75.76FS ` 75.99FS 76.31FS J � I pI \ 71.34F N \ 76.48TC 76.74T \I / 72.01 C - - - - - _ - - - - - - - - - 58FS� 75.98FS ro 76.24 S� ________ 71.51 /' 2 - (12P 75.76FS 72.3 C 2 72.70FF 72.70FF '4.23FF 74.23FF 3), SOFF B- 75.80FF- 1274 76.30TC 76.32T \\\\ \ 71.84F72.69TC - - - - - _ o oZ22� se se PROPOSED 8" WATER REF N- ofOF�� - 75.86FS _________ �- se- _ _ _ �+ m 7 .41 TC L__ J \\....... \ 7271 .19FS m�! �n -(1271)- ---- - _��w _ -Qr ro- - - - - - -PLANS BY T.E.C.. INC. 7 \ -- - c� co 3 + ow o 1 5.91FL \ 70.60FL 72.11TC a w w o o 76 19TC _ i 672.72TC 73.02TC om o a _74.21 TC 74.SOTC _ 175.69TC 75.81TC 76.OSTC 76.07TC .69FL (72 11�6` - 71.61 FL (j270r 72.22FL_ 7252FL 1 d a w 1�2% 73.71 FL 74.OOFL_ _ _ _ 75.19FL_ 75.31FS 050% 75.55FS 75.57FS 1 0 81% EXISTING RETAINING WAIL I \\� - OOTW - -� - - _ -- - -- -- -- - -- - -- -- - - -- ------ - - - - - - -- --- - - - ---- - - - - - ----- ----------- �� (72.67TW) (73.33TW) (74.00TW) - _(74.67TW) -(75.33TW)- N53-2541"W IaL94'- - (76.00TW) (76.00TW) (76.67TW) (76.67TW) (77.33TW) (77.33TW) - 7g OOTW - - 66.00TF _ _ 66.67TF _66.67TF - - - - 67.33TF _ 68.00TF 75.33TW) (68.67TF - - - 69.33TF _(69 33TF 70.00TF 70.00TF 70.67TF - \ \ - _ _ - - - - 70.67TF - - EXISTING SPILLWAY - - - - - - - -��Z _ - - __ _ __ _ EXISTING STORM DRAIN- _ i - _ _ _ _ _ _ - - _ _- - ) - --� --_ - - - __- - - - - _ - - - - ----- --- - -- - - - - - � 11265)- - - - - - - � � � 86�Bou�op- - - - � - - -(lzss)G- - - ---- ---- - _ _ EXISTING RETAINING WALL � 6 -------------- _ _ - -t---- ------- -- _ _ - _ ___ _ i - -c- - - - - - - _- - - - - - - - - - - - - oef _ - - - - - - - - _: 6 - - ' -L - - - -���- - - T- ------ - - - - - - - 1265 EL6 655�/ !4 �\ 1- - - - - - - -=(lzss) - - - -(1270) - - - - - - - GRADING CONSTRUCTION NOTES (PRECISE GRADING ONLY) - - 1 CONSTRUCT TYPE 6 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO. 200 2 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD. NO. 202 PARCEL 3 ABREV I AT I ONS LEGEND 3 CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" CRUSHED AGGREGATE BASE(OR PER SOILS REPORT) (38173344 4 CONSTRUCT 4" A.C. PAVEMENT OVER 9"CRUSHED AGGREGATE BASE (OR PER SOILS REPORT) '_L CENTERLINE EXISTING RETAINING WALL .,0 ELSINORE -- CENTERLINE 5 CONSTRUCT 3" A.C. PAVEMENT OVER 8"CRUSHED AGGREGATE BASE (OR PER SOILS REPORT) EVMWD ELSINORE VALLEY MUNICIPAL WATER DISTRICT FF FINISHED FLOOR ELEVATION --- 50) -- PROPERTY LINE 6 CONSTRUCT 4" P.C.C. CONTIGUOUS SIDEWALK PER CITY OF LAKE ELSINORE STD. N0. 210 FG FINISHED GRADE --(1250)-- EXISTING CONTOUR 7 CONSTRUCT 3' P.C.C. RIBBON GUTTER PER DETAIL 1 ON SHEET 7 FIT FIRE HYDRANT -1250- PROPOSED ELEVATION 8 CONSTRUCT 1' STEP-OUT CURB PER DETAIL 2 ON SHEET 7 FL FLOW LINE CUT 9 CONSTRUCT ACCESSIBLE GUTTER PER DETAIL 3 ON SHEET 7 FS FINISHED SURFACE F�L�T- CIJI ILL LINE GB GRADE BREAK 10 CONSTRUCT ACCESS RAMP: TYPE I PER CITY OF LAKE ELSINORE STD. NO. 214A HP HIGH POINT -I-I- DAYLIGHT LINE 11 CONSTRUCT ACCESS RAMP: TYPE III PER CITY OF LAKE ELSINORE STD. NO. 214C L LENGTH 8"W EXISTING 8"WATER LP LOW POINT 8"S EXISTING 8"SEWER 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S SITE PLANS MB MAP BOOK 13 CONSTRUCT TRUNCATED DOMES NO. NUMBER ADA PATH 14 INSTALL REDWOOD HEADER PAD PAD ELEVATION ® GATE VALVE AND RISER R PROPERTY LINE 15 REMOVE A.C. CURB R/W RIGHT OF WAY O O FIRE DOUBLE DETECTOR CHECK METER i6 CONSTRUCT TYPE "D" 0" CURB FACE S SLOPE TC TOP OF CURB FIRE HYDRANT/BLOW-OFF ASSEMBLY Know what'S below. 7 CONSTRUCT DRIVE APPROACH, PER RIVERSIDE COUNTY STD. NO. 207 TF TOP OF FOOTING 18 CONSTRUCT 3' TO 4.5' RIBBON GUTTER TO ACCESSIBLE GUTTER TRANSITION PER DETAIL 4 ON SHEET 7 TW TOP OF WALL ® WATER METER 1 C311 before you dig. WM WATER METER WM 19 CONSTRUCT 11" P.C.C. PAVEMENT (OR PER SOILS REPORT) FDC FIRE POST DIE ART OR VA SFH SUPER FIRE HYDRANT CONNECTION MHO SEWER MANHOLE 20 0 10 20 4 D1�p 20 REMOVE EXISTING 5'x5'x1.5' RIP RAP PIV P1 CONSTRUCT CURB RAMP PER CALTRANS STANDARD A88A CASE "C" ® SEWER CLEAN-OUT LENGTH AND SLOPE PER PLAN CO A Free Hrbl is Service Provided By 22 CONSTRUCT WHEEL STOP PER DETAIL 6 ON SHEET 7 SCALE Linderground Service Alert Of Southern California T ERSC 09/21/2022 MR "�-20� ENG-2022-00128 MARK REVISIONS AP P R• DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TEM)°(01T� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC 1EN(G11N=p1d1N`� ESs/ CITY OF LAKE ELSINORE S-EET 3 LAWS AND HAVE BEEN FOUND ACCEPTABLE 00)1J07JL T,&_N `E,IIN0. �e�p`'�"Y -',,K 11 LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43982��m CORYDON GATEWAY of 7 r 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * *1SCALE. BENCH MARK: COMMERCIAL CENTER SHEETS �� 190 9/26/2022 * TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * 1`20 REMON HABIB, RCE No. 83156 DATE v °iv�� P� E-10-70 PRECISE GRADING PLAN FILE No. CITY ENGINEER �- °FCA`-`� ELEVATION: 1330.771 GRADING PLAN CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9/20/2022 SEE SHEET FOR DESCRIPTION 22-229 SEWER GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT(EUMWO)DESIGN AND CONSTRUCT/ON STANDARDS FOR WATER,RECYCICO WATER AND SANITARY SEWER FACDTES 2 CONSTRUC77ON MATERIALS TEST/NG AND/NSPECDON SHALL COMPLY WITH STANDARDS AND SPECIRC477ONS AND SHALL MEET OR EXCEED THE REgU/REMENTS OF THE GOVERN/Nc AGENCY, THE NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL STANDARD SPEC/F/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON("GREEN BOOK)AND THE AMER/CAN UTILITIES CROSSING OR PARALLELING THE STORM DRAIN SOC/E7Y FOR RE T ES T/L A NDCAUSE ER IFAOLRS(AS M JR OSN UNLESS OTHERWISE NOTED. J H-CONTRACTOR SHALL NOTIFY EVMW9(5) 7A NOAROS FA/LURE TO MEE ANY OF THE ABOVE F7VE WORKING DAYS PR/OR 70 BEGINNING WORK(951) 674-3146, 4. 19EPR7 AND LOCATION OF EX/SRNO UNDERGROUND FAC/C/RES SHALL BE DETERMINED BY THE o CONTRACTOR BY POTHOLING AND A FIELD SURVEY OF ELEVATIONS AND SHALL BE GIVEN TO THE cD INSPECTOR PR/OR TO TRENCH/NG THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE 00 ALERT(811)PR/OR TO ANY EXGAVA77ON WORK 5 a ALL CONSTRUCRON AND OPERATIONS BY THE CONTRACTOR SHALL BE/N ACCORDANCE WITH CAL-OSHA 1280 "� 6 R!O/CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ALL CONSTRLIC77ON CHANGES AND SHALL MAKE 0 � �s o 0 0 /NFORMAT/ON AVAILABLE TO THE INSPECTOR FOR PREPARAT/ON OF AS BU/LT"ORAW/NGS THE AS BU/LT" DRAW/NGS SHALL BE SUBMITTED TO EVMWD FOR REVIEW PR/OR TO FINAL REVIEW AND ACCEPTANCE OF R!E PROJECT 0�^� n 4 c� � 7 WHERE THE WATER MAIN AND SEWER CRO55 STORM DRAINS, OTHER PIPEL/NES TELEPHONE AND 1 ELECTRIC DVC7S, OR S/M/LAR/ASXHARONS,A MIN/MUM OF 12 INCHES OF VERTICAL CLEARANCE SHALL \� + SE PROVIDED BETWEEN THE MAIN OR SEWER AND OTHER INSTAZLARONS UNLESS OTHERWISE D/RECIED PROPO ED FINISHED GRADE SY EUMWD PERSONNEL 9 8 SEPARARON OF SEWER AND WATER LINES MUST COMPLY WITH EMWD STANDARD PLANS S-J OR W-2 P R DTY, OF LAKE EL INO E -- -- ,� ,ryA��S� 'S'�� AND SHALL MEET OR EXCEED THE REQU/REMENTS OF THE STATE OF GAL/FORNGI DEPARTMENT OF '. PUBLIC HEALTH T/RE 22,CHAPTER 16,ARACLE 4,SECT/ON 64572 F LE NO. 20 1- 01 9 - ---- -- �� ��l. - 9. CONNECTONS TO EX/SRNG EVMWD SEWER OR WAER LINES SHALL BE IN ACCORDANCE WITH STANDARD EUMWD PROCEDURES AND SHALL NOT BE AADE UNLESS EVMWD INSPECTOR/S PRESENT E ISTING GRAD - - a 10 UNLESS WAIVED BY EMWD AN/NSULAED COPPER SOLID CORE 10 GAGE TRACER WIRE SHALL BE 0 rL SEWER PIP PROPOSED Fit ISHED GR DE - - w PLACED WIR7 EACH SEWER MAIN TO AS51ST WITH FUTURE ZOCA77ON WARN/NG TAPE SHALL BE PLACED 1270 o v ® EWER IP o a AT LE45T 6°ABOVE SEWER MAIN&SEWER LATERALS,BUT NOT DEEPER THAN 24"SELOW THE EXISTING FINISHED GRADE WATER MAINS SHALL ALSO HAVE TRACER PINE AND WARN/NG TAPE INSTALLED/N THE w TRENCH 1/. R!E LENGR7 OF OPEN TRENCH AT ANY ONE TIRE SHALL BE LIMITED TO 600 FEET ALONG ROAD c 8" o 7.0 LF F 8" RIGHT-OF-WAY UNLESS OTHERWISE AGREED TO/N WRITING BY FWM9 TRENCH SHALL BE BACKF/LLED I j 17''IC 1 ER MAIN 9 '9B L R MAIN y PVC SEWER MAIN,160 AND COMENCS 9 AT THE CONCIU510AI OF EACH DAY.OPEN TRENCH uM1T5 ARE SUBJECT TO CITY OF vi .4 I" =0.01 vi vi S_O,0100 72 SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTORS OPERARONS SHACC 11 5 LF 8" PVC 0 10 BE RECONSTRUCTED BY THE CONTRACTOR TO THE LOCAL GOVERNING AGENCY"S REQU/REMENTS AT THE CONTRACTORS EXPENSE g9 L PV 0`O A 1.7 ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY EYMWD ENGINEERING MANAGER p C SEWER MAN S 0.01 9�. i2 ♦ - tiL'Op 14. /T/5 THE PRO ECT ENGINEERS RE5PON5/8/L/TY TO TIE OUT ANY EXISTING STREET MONUMENTA77ON 00 E �! EITHER VHS/BCE OR BURIED,PR/OR TO CONSTRUCT/ON 0 / /,y Z 15 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ANY STREET MONUMENTATON/N PLACE HF ANY MONUMENT/S DISTURBED OR DESTROYED" THE CONTRACTOR WILL BE REQU/RED TO CONTRACT WITH A REGISTERED LAND SURVEYOR FOR THE RE-ESTABLISHMENT AND MAPPING OF THE DESTROYED MONUMENT 1260 2 S AT THE CONTRACTORS EXPENSE 16 TIE EXISTENCE AND COCAT/ON OF ANY UNDERGROUND UT/CITY PIPES OR STRUCTURES SHOWN ON THESE 6"u PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF EVMWD KNOWLEDGE THERE ARE NO EXISTING U1L/RCS EXCEPT AS SHOWN ON THESE PLANS TIE CONTRACTOR /S REOU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROECT THE URLl7Y LINES SHOWN AND ANY OTHER C/NES NOT ON RECORD OR NOT SHOWN ON THESE PLANS OR MARKED ON THE GROUND BY UNDERGROUND SERVCE ACERL 17 /T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR ANY NECESSARY ENCROACHMENT PERMIT FROM ALL GOVERNING AGENC/ES 18 IT SHALL BE TIE RESPONSIBILITY OF THE CONIRACTOR/DEYELOPER TO STAMP A 2"HIGH S; W"OR 9W' ON THE CURB FACE FOR ALC SEWER,WA7ER,AND IRR/GA77ON LAERACS AT THE LOCATON WHERE THE LA IERAL PASSES BENEATH ME CURB A"V"SHALL BE STAMPED ON THE CURB FACE AT ALL VALVES. 19 A STEEL ROD OR STAKE 6"ABOVE THE GROUND OR 10 CAGE COPPER WHRE WITH 2"COPPER TAG, SCALE: SHALL BE INSTALLED AT THE END OF EACH SEWER LATERAL TO ASSIST/N LOCATING AT A LATER DATE /N NEW TRACT DEVELOPMENT A JXB'PVC PIPE OR 2X4 XB'BOARD SHALL BE USED TO MARK 7HE HORI7 1" = 40' ENDS OF LAERALS VERT. 1" = 4' 20. ALL SEWERS SHALL BE BALLED"AIR TESED MANDREL EYED AND CCN HNS"S ED PR/OR TO ACCEPTANCE BY THE DISTRICT AIR TEST SHALL BE PER UN/-8-6,MANDREL TEST SHALL BE/N 10+00 1 1+00 12+00 13+00 14+00 15+00 10+00 1 1+00 12+00 ACCORDANCE W/TH SECRON 306-L212 OF THE STANDARD SPEC/FICATION FOR PUBLIC WORKS CONSTRUC77ON AND CLOSED CIRCUIT TELEWSION/N5PE0170N PER DISTRICT STANDARDS SEWER DATA co 21, A PROPERTY LINE CLEANOUT WILL BE INSTALLED,51/2'DEEP M/N/MUM,OUTSIDE OF RIGHT-OF-WAY NO BEARING/DELTA RADIUS LENGTH .i. L/NE THE 1/8 BEND AND 45"WYE CONNECT/ON SHALL LIE POLYNNYL CHLOR/DE(PVC)OR x ACRYLOWIRILE BUTAD/ENE STYRENE(ASS). 1 N53°25'01"W -- 100.89' w a 22 PROTECT P/PE,JOINTS LINING AND COAT/NG AND BED PIPE CAREFULLY TO PROVIDE CONTINUOUS w a v ro BEARING AND PREVENT UNEVEN SE77LEMENT.PIPE SHALL BE PROTECED AGAINST FLOTAT/ON AT ALL 2 N64°40'00"W -- 115.54' N TIMES OPEN ENDS OF THE INSTALLED SEWER PIPE SHALL BE SEALED AT ALL RME5 WHEN 3 N53°25'41"W -- 248.12' .. - m co CONSTRUCRON/5 NOT IN PROCESS 4 NO2°23'39"W -- 101.98' J N 23 PIPE JOINTS SHALL NOT BE DEFLECED GREATER THAN 809 OF THE MAX/MUM ANGLE RECOMMENDED BY -- R 5 N87°36'21"E -- 7.00' o w cNo THE PIPE MANUFACTURER o> Z 24. SEWER AND WATER PIPE TRENCH BACKF/LL SHALL BE/N ACCORDANCE WITH EVMWD STANDARD DRAWINGS OO 3 N N _ o m 5-1&W-J AND THE GOVERNING AGENCY.A FULL TIME SOILS TECHNICIAN MUST SE ONS/TE DURING _ ¢ BACKF/LL/NG AND COMPACRON T \ Ali y a o o o 1 25 ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES 70 THE MAIN UNLESS OTHERWISE 'I�dB ® ��®H°° ,�, o m m I o INDICATED ON THE PLANS AND ACCEPED SY EVMWD.MATERIALS FOR LATERALS SHALL MEET EVMWO ®"'� / SPECPIATONS SEWER ELEVATONS SHOWN ARE ROWUNE CONDUIT INVERT. z�� I 26 M/N/MUM COVER FOR ALL WATER MAINS LE55 THAN 12 INCHES/N DIAMETER SHALL BE J5 FEET WATER �'"'E 8" WATER LINE &y"® ® ��Fy® SEE SHEET 4 30' ACCESS, UTILITY, MAINS 12 INCHES AND GREATER SHALL HAVE MIN/MUM COVER OF 4 FEEL MAX/MUM COVER FOR I @ 4� � EVMWD W.O.# 6j1. 1 S �' 4 .� 2 1 ��"�® ®�� p FOR WATER INCIDENTAL PURPOSE WATER MAINS SHALL SE 8 FEET, UNLESS ACCEPTED BY THE EVMWD ENG/NEER/NG MANAGER V - FF=75. 75.80 FF=74.23 FF=74.23 FF=73.10 11=73.10 ��®� M' �o IMPROVEMENT J 27 WHEREVER VALVES ARE TO BE INSTALLED, THE INVERT SLOPE OF THE MAIN SHALL NOT ® = �' 1 �. EASEMENT PAD=75D=75.30 PAD=73.73 PAD-73.73 PAD=72.60 PAD-72.60 V ®� 'o I�I EXCEED S/X PERCENL VALVES SHALL BE LOCATED SO THAT THERE WILL TT A OF MUM 1_ CCE4RANCE OF 6 INCHES BETWEEN THE TOP OF THE VALVE AND THE BOTTOM OF THE QQ�/ VALVE BOX COVER AT STREET SECTIONS. o - I S. EE SHEET EE SHEET 28. THE MINIMUM CLEARANCE BETWEEN FIRE HYDRANTS AND UTILITY POLES, LIGHT w w _ I STANDARDS AND SIGN POSTS SHALL BE 3 FEET. w�j ¢iw t I I I I 'S 1 ACCESS 29. NO WATER METER BOXES SHALL BE INSTALLED/N DRIVEWAYS OR SIDEWALKS METER o " " EASEMENT BOXES SHALL BE SET AT HIGH GRADE TO ELIMINATE WATER RUNOFF. INSTALL REDUCED o w o w 1 PRESSURE PRINCIPLE OR BACK FLOW DEVICE AFTER/RRIGA7/ON METER INSTALL A � PRESSURE REGULATOR ON HOMES OR BUS/NESS/F THE PRESSURE/S OVER 80 PSL A 3 QP � � PLUMBING_ / ' 30. ANY CHANGE/N FLOW DIRECT/ON(BENDS, TEES FIRE HYDRANTS ETC)SHALL UTILIZE 'a 4 RESTRAINED DUCT/LE IRON PIPE AND FITTINGS, /N LIEU OF THRUST BLOCKS J1. AIR VALVES SHALL BE INSTALLED AT HIGH POINTS AND BLOWOFFS AT ALL LOW POINTS 5 �' ON THE LINE AS PER EVMWD STANDARD DRAWINGS W-16, W-17,AND W-19. 7 SEE T �� `K®V' 32. /F REQUIRED, A RESERVOIR AND BOOSTER PUMP STATION WILL HAVE TO BE °b \ FO EWER I Q p. CONSTRUCTED AND/N SERVICE BEFORE ANY SERVICE CAN BE PROVIDED TO THE UNITS \z� ROVEMENT i �1Vsp 33. CONSTRUCTED WITHIN THIS SUBDIVISION/ON 0 PRIOR TO PAVING 7HE STREET SECTION,ALL UNDERGROUND FACILITIES WITH LATERALS, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRIC POWER, GAS CABLE TELLW510N AND DRAINAGE FACILITIES SHALL BE/N PLACE, TESTED AND ACCEPTED n w a BY THE RESPONSIBLE UTILITY/AGENCY. ¢> ¢> � HOUSE SLAB ELEVATIONS THAT ARE LOWER THAN THE UPSTREAM MANHOLE RIM o z w o m z.. ro m.. '-' ro z.. ,.� '" z.. I I SHALELEVATON/ND/CATECOBETHQUSEWER LATERACKWATER VALVES THE FR0,1ECT TABLE WH/CH LOTS ARE/NVOL WD.NGINFER o N m ro w,n v o w ro rn n w N i a I 35. PR/OR TO THE CONSTRUCT/ON OF ANY BACKFLOW PRO7ECTlON DEVICE, THE CONTRACTOR o p s'� row s O m w O N= O co a,.,u N m J SHALL NOT/FY THE DISTR/CT SACKFLOW ASSEMBLY INSPECTOR 24 HOURS PR/OR TO THE m,n r ++ +' + I °+ cco + n �+ n 'a> CONSTRUCT/ON OF ASSEMBLY. THE DISTR/CT SACKFLOW INSPECTOR SHALL PROV/DE FINAL NZfNN N N N N M N cn N V N N o o o o o o INSPECT/ON, TESTING AND ACCEPTANCE PR/OR TO TURN/NG ON THE WATER SUPPLY.T +z +z + J6 SURVEY STAKING FOR WATER P/PEL/NES/S AT 50-FOOT INTERVALS PLUS ALL CONSTRUCTION ON NOTES �i� �=f � �o APPURTENANCES, HORIZONTAL ALIGNMENT CHANGES AND VERTICAL ALIGNMENT CHANGES. w vv w R ¢ Q ¢ MANHOLES IN SURVEY STAKING O SEWER S N ANDOUT, APPURTENANCES, CLEANOUTS HORIZONTAL & VERT/CA AT 25-FOOT INTERVALS PLUS ALL�TERALS 1 INSTALL 8" PVC SDR-35 SEWER MAIN PER EVMWD STD. S-1A v�v ~n n ALIGNMENT CHANGES, BEGINNING OF CURVES AND END OF CURVES. 3 INSTALL 5' DIAMETER SEWER MANHOLEPER EVMWD STD. S-5 4 4 J7 ALL WATER VALVES/N UNPAVED AREAS SHALL BE SURROUNDED 19 AN ASPHALT PAD INSTALLED/N ACCORDANCE WITH EVMWD STANDARD DRAW/NG W-27 A VALVE MARKER Know what's below. a INSTALL 4' DIAMETER SEWER MANHOLE PER EVMWD S-4 SHALL BE INSTALLED IN UNPAVED AREAS/N ACCORDANCE WITH EVMWD STANDARD 40 O 20 40 80 160 DRAwNc w-28 1 Call before you dig. S INSTALL TERMINUS SEWER MANHOLE PER EVMWD STD S-6 38. ALL MANHOLES INSTALLED IN UNPAVED AREAS SHALL BE SURROUNDED BY AN ASPHALT 7 INSTALL 8"SEWER END PLUG PAD INSTALLED/N ACCORDANCE WITH EVMWD STANDARD DRAWING S-10. 1I�p�+ 40 0 20 40 80 160 J9. ALL FACILITIES LOCATED DOWNSTREAM OF THE WATER METER AND FIRE DETECTOR CHECK 1111( SCALE: I"= 40 � 8 REMOVE&REPLACE EXISTING SEWER MAIN METER ARE PRIVATE AND ARE 70 BE MAINTAINED BY THE OWNER. A Free Public Service Provided By SCALE: 1'= 40 Linderground Service Alert Of Southern California ERSC 09/21/2022 MB ENG-2022-00128 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TEVI)E(0i1TH_&L MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC 1EN(G11N=RIIN� eµOFESs CI Y OF LAKE ELSINORE SHEET 4 LAWS AND HAVE BEEN FOUND ACCEPTABLE (0i®1J07JLT,&_NIl`E,1IN0. �e�p`'�"Y �'H�,FZ 11 LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43982��m CORYDON GATEWAY of 7 r 9/2g/2022 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * * SCALE. BENCH MARK: COMMERCIAL CENTER SHEETS �� 190 * TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * 1"=20 REMON HABIB, RCE No. 83156 DATE '9>fi civ�� �� E-10-70 PRIAVTE SEWER FILE No. CITY ENGINEER =- ELEVATION: 1330.771 PLAN AND PROFILE CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9�20�2022 SEE SHEET FOR DESCRIPTION 22-230 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. z s 1280 1280IlkW 1280 W m FO W N: O O of 'moo m a m < v M o Sri qN na^ o- orn n ao r ao co N O z + o V 2 O f a O N N o U N O N O W N II �UZ OZUP- +> O +ZI 0 Z. 18 - RPIEPRO OSED FlNISH DG GRADE ® SEWE PIEWER PIPE RO 0 D FINI H RADE EXI TING G ADE SE RPI E® S WE PIE1270 1270 1268.9 T 1270 SE R PIPEGRADE 1270 1.47'C 8"WATE 226 6"S ER 1.00'C R .85 L OF " 1267.4 TOP 6"SEWE 266.W TOP S=O. 000 25 77 LF 6 J PVC SEWER LA _ 25.78 LF OF 6 PVC EWER LATERAL S=0.0 00 1260 1260 1260 1260 SCALE: HORIZ. 1" = 40' Tp 10+00 1 #1 1 1 1+00 10+00 11+00 10+00 11+00 w z_ N J 6 W oJJ �U� ^OI 6 6 ~a m� OZ 0 �p0W OJ O U� co dd U UI U oo zw nQ HSo '0UM 4 FF=7 PAD 7373 ���q�®m1'�� FF-773.10 6 10+00.00 6" LATERAL- �I ��P�®s" PAD=72.60 FF-75.80 13+09.14 8" SEWER MAIN 10+00.00 6" LATERA- 2 PAD-75.30 '�J 10+00.00 6" LATERAL- 5' 11+93.38 8" SEWER M IN 2 -8 14+30.33 8" SEWER MAIN 5' \� 2 N25'20'00"E N36'25'00"E 34 ®N36'25'00"E 30.85' « 25.7T FF=7 .23 o 25.78' 1 ? PAD=73.73 FF=73.10 1 co rj x I zz. PAD=72.60 FF=75.80 I vo +� 0 X m w In ro ro PAD=75co .30 I ��°C'�®^ p I,� io`co°N �\ /-I w I�n N ii ii o ti �I�co m z W n o 0 rco O> 3_ J tpN 1 J �ONN O�O�U II F- � II II W > F F ¢ p>f-3 �pf-3 O+3 ti d W Z003N� O - II U�W mtiU < M Q SEWER CONSTRUCTION NOTES (SEWER ONLY) +3 a a o 3 0 o w c¢i o0 m 11 wd " m INSTALL 6" PVC SDR-35 SEWER LATERAL PER EVMWD STD. S-12 6 INSTALL TERMINAL CLEANOUT STRUCTURE PER STANDARD PLANS FOR PUBLIC WORKS STD. 204-1 40 0 220 40 80 40 0 20 40 80 40 0 20 40 80 Know what's below. �71 1 Call before you dig. SCALE SCALE SCALE 1-40' 1" 40' 1" 40' D( A Free Public Service Provided By Underground Service Alert Of Southern California ERSC 09/21/2022 MB ENG-2022-00128 q q THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TEV�)E(Ci1T� MARK REVISIONS APPR. SATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC ���II����� pROFESsi CITY OF LAKE ELSINORE SHEET 5 LAWS AND HAVE BEEN FOUND ACCEPTABLE (0°®1J07JL ,&-NTE3,1IN0, �eS'P�EY 1 LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43982��m CORYDON GATEWAY OF 7 ��r� 9/26/2022 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * * SCALE. BENCH MARK: COMMERCIAL CENTER SHEETS * TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * 1"=20 REMON HABIB, RCE No. 83156 DATE '9>fi clvl� P� E-10-70 PRIVATE SEWER FILE No. CITY ENGINEER � ; °F°A`F° ELEVATION: 1330.771 PLAN AND PROFILE CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9�20�2022 SEE SHEET FOR DESCRIPTION 22-231 ��® � � � ^k FE II / 166!11 i' \ o"o / / / I 4" CLASS200 DUCTILE IRON 4"x2.5"x2.5" SIAMESE CONN. � � I PIPE W/CLAPPER INTERNAL CHECK SFH / 0 WAFER CHECK V VALVE (POTTER-ROEMER #5731 ALVE (NIBCO OR EQUIV.) MI OR EQUIVALENT)N. CLASS 10 FT MIN W/ METAL STRAP C.I. 4 3 �� 200 AND UL LISTED ✓/ 4 FDC PIV INSTALL 2-CARSON H2436-24 VAULTS STACKED TOGETHER (43" HIGH) W/ H2423-PI LID (OR EQUAL) ,-. 6" POST 3 = a °PE INDICATOR VALVE a A z W/ TAMPER SWITCH 0 2 w 2 6"SYSTEM RISER 2 MIN FINISHED o M m GROUND VjM 0 M 1 VjM WM WM 4" MIN CLR� �o l � 0 STAINLESS STEEL 6 �'•° &SPIGOT PIECE 1 4� NO JOINTS ` ��®"�41 THRUST BLOCK � '/�Y' A T a. THRUST BLOCK 24"MIN 24"MIh: FIRE DEPT. CONNECTION. POST INDICATOR VALVE HSFH & RISER DETAIL ABREVIATIONS (,000 / \ CL CENTERLINE CO CLEANOUT EVMWD ELSIN0RE VALLEY MUNICIPAL WATER DISTRICT FF FINISHED FLOOR ELEVATION FG FINISHED GRADE FIT FIRE HYDRANT ____ __ ___:___________ FL FLOW LINE SFH FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT L LENGTH LP LOW POINT ®��s�� ME MAP BOOK NO. NUMBER ——- PAD PAD ELEVATION —— R PROPERTY LINE -- R/W RIGHT OF WAY S SLOPE TC TOP OF CURB TF TOP OF FOOTING TW TOP OF WALL — NO TE- FJIM WAR METER C FIRE DEPARTMENT CONNECTION RESTRAIN ALL 10/NTS PIV POST INDICATOR VALVE SFH SUPER FIRE HYDRANT CONSTRUCTION NOTES 1 INSTALL 6" PVC C-900 CLASS 235 WATERLINE PER EVMWD STD W-3 ' 2 INSTALL 6" 90 PVC ELBOW W/RESTRAINED JOINTS WATER DATA Know what's below. ® BEARING/DELTA RADIUS LENGTH 3 INSTALL 6" 45'PVC ELBOW W/RESTRAINED JOINTS 1 Call before you dig. 20 0 10 20 40 80 4 INSTALL FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE 1 N36°34'12"E 15.11' PER DETAIL ON SHEET 6 2 N53°25'41"W 43.03' D1�1�ppq� �ry SCALE: :1 20 ' 3 N36°34'19"E -- 39.35' Il O5 INSTALL STAINLESS STEEL SWEEP RISER PER DETAIL ON SHEET 6 4 N01°58'39"W -- 3.74' A Free Publ lc Service Provided By Linderground Service Alert Of Southern California ERSC 09/21/2022 MB ENG-2022-00128 DATE T THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TEVI)E((i1TI� MARK REVISIONSS APPR• Dr APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC ���II��FUN� eRaFEss C Y OF LAKE ELSINORE SHEET 6 LAWS AND HAVE BEEN FOUND ACCEPTABLE 00)1 0IJIIaT,&_NTS,RN0. �e`�P D. LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43982�Cm CORYDON GATEWAY OF 7 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 • *1BENCH MARK: SHEETS 9/26/2022 * TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * SCALE. 1"=20' COMMERCIAL CENTER REMON HABIB, RCE No. 83156 DATE '9� civ�� �� E-10-70 PRIVATE WATER FILE Ne. CITY ENGINEER °FCA ELEVATION: 1330.771 PLAN CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9/20/2022 SEE SHEET 1 FOR DESCRIPTION 22-232 MATCH INCOMING FINISHED GRADE AC PAVEMENT TO ELIMINATE WARNING WHEN TRANSITIONAL A.C. PAVEMENT 3' WIDE RIBBON GUTTER A.C. PAVEMENT 45• FROM RIBBON GUTTER TO 6" 'TYPE D' CURB ACCESSIBLE RIBBON GUTTER 1.0` MIN. 3/8" LIP v�. 5.89 MAX m a58% MA� 1.O�MIN. A.C. PAVEMENT / 2.( A.C. 2,Qy, MAX a 0.09' \ 6' a_4%M�_ 0.09' MAX 4%�AX 7, O 3' P.C.C. RIBBON GUTTER ® 1' STEP—OUT CURB O ACCESSIBLE GUTTER 11 SCALE GI;; �-AL- NO SCALE Efl 12 121 xssca�co 3'-0" �._o.. DETECTABLE WARNING 4' TRANSITION 4' TRANSITION vnaxixc (N) 16 GA. GALV. REFLECTORIZED 2.W TRUNCATED DOME REssxvfo 2„ 2'-g^ 2" WHITE-(INCLUDING FASTENERS) vAxxixc PANTED, W/ 1"PAD. CORNERS. - MINIMUM SIZE: 70 SQ. IN. (N) INTERNATIONAL SYMBOL O O + WHITE TRAFFIC-PAINTED OF ACCESSIBILITY AND GRAPHICS SYMBOL&BORDER. @ "VAN ACCESSIBLE"AT VAN O O OL ACCESSIBLE PARKING SPACE a� WHERE OCCURS o of BACKGROUND. PAINTED (N) (3) - 1/8"4 x 3/4" I in v SHEET METAL SCREWS. `^�l O O O 0 17 � (N) 2"DIA. GALV. STEEL aL o� a - a STD. PIPE POST s O O O o N I SYMBOL OF ACCESSIBLITY (E) A.C. PAVING NOTES: PLAN TARPERED EDGES 1) ALL STROKES TO BE 2"WIDE. of WHERE EXPOSED 2) PROVIDE TWO TRAFFIC-PAINT C(2)LUE.COATS OF ACCESS AISLE OUTLINED IN 3" 3) LOCATE SYMBOL AT CENTER ELEVATION ` 3'TO 4.5' ACCESSIBLE WIDE BLUE PAINT OF STALL WHERE SHOWN ON `;T (N) 1'-0" DIA. CONIC. FOOTING DETECTABLE WO NI 33538 SHALL B FEDERAL YELLOW CONFORMI STANDARD 18 GUTTER TRANSITION 45•DIAGONAL STRIPES 36" THE SITE PLAN. 595C O.C.3"WIDE BLUE PAINT 13 TRUNCATED DOMES NO SCALE ALL&ACCESS AISLE TO n NO SCALE SLOPE LESS THAN 2.0%IN ALL DIRECTIONS ACCESSIBLE PARKING SIGN NOTES: 1 3/4"R.TYP. [4] NOPARKING 1. ELIMINATE VAN ACCESSIBLE SIGN AND REPLACE WITH ACCESSIBILITY SIGN AT DETAIL 11' 5' 8' DESIGNATIONS. NOTES: L SIGN SHALL BE REFLECTOR17ED SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.SIGN 7" MIN PRECAST CONC.WHEEL STOP 12"HIGH LETTERING IN IS TO BE MIN.OF 70 SO.INCHES WITH SEALED 4'LONG AT SINGLE STALL,6' ADA PARKING STALL REFLECTIVE WHITE PAINT TEXTURE. 2.5" LONG AT SHARED STALLS NO SCALE 2. SEE SHT.3 FOR LOCATION. 1�7 3. WHENEVER POSSIBLE SIGN TO BE LOCATED ON � THE BUILDING DIRECTLY IN FRONT of ACCESSIBLE H3 BARS U '� "? FINISH SURFACE VAN STALLS. ° ACCESSIBLE " HANDICAP/VAN ACCESSIBLE q4 x 18"BAR AT EACH END PARKING SIGNS PROVIDED BY OWNER AND INSTALLED BY G.C. m VAN ACCESSIBLE CONCRETE WHEEL STOP PARKING SIGN © NO SCALE SEDCO MDP PARCEL 6 PARCEL 4 LOT B PARCEL 6 PARCEL 5 PARCEL 1 LINE"E"CHANNEL R R R 43.5' 26' 55' G 6.5' 29' 10.5' 11' 22.5' 22' 20.5' 34.5' / 2 t 3 4L 5 6 / 47' 13.5' 4 0' 4' PROPOSED 48.5' FF=73.10 FF=73.10 FF-74.23 FF=74.23F=75.80 FF=75.80 FF=74.23 PROPOSED SURFACE 6.5' EX. WALL—, SURFACE ———— EX. SURFACE _ _ —_-0 EX. SURFACE —_ \ �`� \ ��' ���\���\���\���\��/\\//O/ \�//��/\/\\� ���� �/�� ���\/��������:�����\//��/\\ /\\////\\///\/\\//\/\\//O//�\\�//\�//�\\�/�\�//�\\�����ter—— \/\/�/\/�/ /\/�/\/ /i\\ \e //i \i//i\i/\�/i iiliT\/\/ii✓ \i/�\i/ r /yi//i i//i i/i i/i i/i i/i i/i/i/i/ /i ,/ O J /✓✓✓✓ i✓✓ i i ii fi//i � Cv!,�l✓i�/" p 1 PROPOSED 8„ PROPOSED 8" PROPOSED 8" PROPOSED 8" WATER WATER ' Know what's below. WATER PROPOSED 8" WATER 1 Call before you dig. SEWER D1 SECTION A-A SECTION B-B A Free Public Service Provided By Linderground Service Alert Of Southern California NO SCALE ERSC 09/21/2022 MB NO SCALL ENG-2022-00128 q q THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TEM)E(01T 1�. MARK REVISIONS APPR. SATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE TEC ���II����� pµOFESs/ CITY OF LAKE ELSINORE SHEET 7 LAWS AND HAVE BEEN FOUND ACCEPTABLE 00)1 07JL °�TE3,1I\N0. �e`�P�EY U'2,v, LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS tt y No.43982��m CORYDON GATEWAY OF 7 9/26/2022 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * * SCALE. BENCH MARK: COMMERCIAL CENTER SHEETS �� 1901 * ° ELEVATION: 1330.771 DETAILS CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO. 43982 DATE: 9/20/2022 DATE: 9/20/2022 SEE SHEET 1 FOR DESCRIPTION 22-233