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HomeMy WebLinkAboutENG-2021-00287 PGP PLAN NO 21-465-21-470 CITY OF LAKE ELSINORE GRADING NOTES SUMNER AVE 1. ALL WORK SHALL BE DONE IN WITH THE CITY OF LAKE 15.72 AND APPLICABLE STANDARDSACCORDANCE SPECIFICATIONS AND THE LLATESTIEDITION OF ITHE UCODE,NIFORMHB BUILDING PRECISE GRADING PLAN FOR CODE(U.B.C.),CHAPTER 33. >- 2 2 W 3 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, PRIOR TO ANY 1503 W HEALD AVE N OPERATIONS. Q �' � o Q o � 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALERT g u (1-800-422-4133)FORTY-EIGHT(48) HOURS PRIOR TO GRADING. SITE HEALD AVE 4. THE CONTRACTOR SHALL NOTIFY THE CRY 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. LAKESHORE DR 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND GRADING NOTES CONT. �- SHALL BE SHOWN ON THE PLAN. 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (S) 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(33)OF FINISH GRADES, UNLESS THE VICINITY MAP BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED LOCATION, MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. NO SCALE SURFACE. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3) LAYER APPROVAL. A.S.T.M. D-1557-70 TEST METHOD. 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING DEPARTMENT' SHEET INDEX INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATION SYSTEM (NPDES) PERMIT TO SHEET 1 - TITLE & NOTES SHEET 2- GRADING PLAN & DETAILS & SECTIONS 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID III DATE SHEET 3- WALL PLAN & DETAILS APPROVED BY THE SOILS ENGINEER. PERMIT ISSUED: SHEET 4- UTILITY PLAN 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE SHEET 5- STREET IMPROVEMENT PLAN 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN }�"PER FOOT FORA PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S SHEET 6- EROSION CONTROL PLAN MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. EXPENSE 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN UNAUTHORIZED CHANGES AND USES 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(7) FROM THE TOP OF CUT OR FILL SLOPES. CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, STREET IMPROVEMENT NOTES UNAUTHORIZED CHANGES OR USES OF THESE PLANS.ALL CHANGES TO THE PLANS MUST BE IN 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS STRUCTURES SHOWN N 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF OF THESE PLANS EIY THE CITY OF LAKE ELSINOREa DOES NOT CONSTITUTE ASE PLANS WERE OBTNED BY A SEARCH OFV AI RE RESENTA�ON AS RDS.APTOO VAL THE CUT SLOPES. ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY JOB SITE CONDITIONS UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT.THE CONTRACTOR IS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. UNDERGROUND TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTIUTY(IES) DAMAGED DURING THE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING NOTICE TO CONTRACTORS AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;THAT THIS OF THE SOIL 1. PRIOR TO COMMENCING CONSTRUCTION,THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST GRADING AND DRAINAGE WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS,THE WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS N),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN EDITION).ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF TO IO FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. CHANGED CONDITIONS HAVE BEEN EVALUATED. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING BUILDING PERMITS. FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48) HOURS PRIOR TO 2. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON 18. THE SOILS ENGINEERING INVESTIGATION DATED NOVEC IN 5,INVESTIGATION PREPARED BY DUCOENGINEERING ENGINEERING DATED BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) 674-3124, EXTENSION 247, BETWEEN THE HOURS THESE PLANS HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NOVEMBER 9, 2018 AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED DUCO ENGINEERING PREPARED BY (GEOLOGIC CONSULTANT), SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN OF 9:00 AM AND 4:00 PM, MONDAY THROUGH THURSDAY. 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, OWNER SOILS ENGINEER COMPLIANCE. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF FENGLING OU DUCO ENGINEERING THIS PROJECT.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY,AND SHALL NOT BE LIMITED TO WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS 2534 PASEO DEL PALACIO 14175 TELEPHONE AVE S1E K 19. A REGISTERED CIVIL ENGINEER LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ELEVATION.WHERE SPECIFIC ELEEVATIONS ARE REQUIRED,THE ELEVA710N (WITH RESPECT TO MEAN SEA LEVEL) REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CHINO HILLS, CA 91709 CHINO HILLS, CA 91709 SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL PERFORMANCE OF WORK ON THIS PROJECT. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. A1TN:JAMES D COLLER 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT AIL TIMES DURING CONSTRUCTION. CIVIL ENGINEER 909-594-7414 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS,THE SOILS AND/OR GEOLOGY RWA GROUP INC CONSTRUCTION/GRADING. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF REPORTS,AND THE SITE CONDITIONS PRIOR TO COMMENCING WORK. 23535 PALOMINO DR., SURE 303 ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48) DIAMOND BAR, CA. 91765 21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT 5. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE ATTN: CARL STEWART TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30) IN (U.S.A.)AT 1-800- 422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. PROJECT ARCHITECT OR PSOMAS BEFORE PROCEEDING WITH THE WORK IN QUESTION. (909) 301-1017 VERTICAL HEIGHT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND 6. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1) FOOT. RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE 5 FEET OR LEGEND OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. DEEPER 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND B. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE, Q - FIRE HYDRANT AC - ASPHALT PAVEMENT BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ELECTRICITY,GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE APPROXIMATE EARTHWORK QUANTITIES EDGE PAVEMENT GP - GUARD POST KEYED AND BENCHED. 9. AIL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO I>d - WATER VALVE FS - FINISHED SURFACE 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES CUT: 65 C.Y. FILL : 330 C.Y. SITE GRADING EXCLUDES OVER-X O - METER, PULL BOX GB - GRADE BREAK a. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, ONLY. COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 10. AIL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED NET DISTURBED AREA: 0.19 ACRE MAXIMUM DEPTH CUT= 2.5' - SIGN L - LOT LINE b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO - CONCRETE PA - PLANTER AREA FILLING OPERATIONS. THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS BUILTPLANS SUBMITTED TO THE MAXIMUM DEPTH FILL = 4.5' c. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. CRY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. - BLOCK WALL PL - PROPERTY LINE d. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. THE ABOVE QUANTITIES ARE FOR REFERENCE AND FEE PURPOSES ONLY.THE GRADING CONTRACTOR IS - LIGHT STANDARD R/W - RIGHT OF WAY 25.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO RESPONSIBLE FOR DETERMINING HIS OWN QUANTITIES FOR CONSTRUCTION AND CONTRACT PURPOSES.THE ° - TRAFFIC SIGNAL GM - GAS METER CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE TO BE FURNISHED TO THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF IT BECOMES APPARENT THERE WILL BE AN EXCESS OR GROUND COVER,AT TWELVE INCHES(12')ON CENTER. SLOPES OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT, CRY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. SHORTAGE OF MATERIAL SO THAT A ACCEPTABLE SOLUTION CAN BE REACHED. o-- - STREET LIGHT PB - PULL BOX IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CENTER;TREES AT TWENTY FEET(20')ON 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC - HANDICAP STALL FL - FLOWUNE CENTER; COMBINATIONS FIFTEEN FEET(15') ON CENTER.SLOPES OVER THREE FEET(3') IN VERTICAL HEIGHT RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CRY DECLARATION OF ENGINEER OF RECORD - WOOD FENCE BW - BACK OF WALK SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS SHOWN ON THESE PLANS COMPLIES WITH ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT ALL PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES AS THE ENGINEER OF RECORD FOR THE - CHAINUNK FENCE INFO - INFORMATION . 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. 00 - PROPOSED GRADE CLF - CHAIN LINK FENCE ADJOINING PROPERTIES DURING THE GRADING PROJECT. PLANS, I ASSUME FULL RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS.WITH RESPECT TO THE 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS, PLEASE PLAN CHECK PERFORMED BY THE CITY OF LAKE ELSINORE, I UNDERSTAND AND ACKNOWLEDGE THE (00) - EXISTING GRADE EP - EDGE OF PAVEMENT 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. FOLLOWING: (1)THE PLAN CHECK IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THE PLANS 7C - TOP OF CURB OS - OFFSET SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. COMPLY WITH THE CITY'S STANDARDS, PROCEDURES, POLICIES,AND ORDINANCES, (2)THE PLAN CHECK IS 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS,AND(3) TRANS - TRANSFORMER FF - FINISHED FLOOR THE PLAN CHECK DOES NOT RELIEVE ME OF MY LEGAL AND PROFESSIONAL RESPONSIBILITY FOR THE R - RIDGE CF - CURB FACE 29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE DESIGN OF THE IMPROVEMENTS. AS THE ENGINEER OF RECORD, I AGREE TO DEFEND, INDEMNIFY,AND SMH - SEWER MANHOLE HCR - HANDICAP RAMP 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. HOLD HARMLESS THE CITY, ITS ELECTED OFFICIALS, EMPLOYEES,AND AGENTS FROM ANY AND ALL ACTUAL PC - FINISHED CONCRETE MH - MANHOLE OR ALLEGED CLAIMS, DEMANDS, CAUSES OF ACTION, LIABILITY, LOSS, DAMAGE,OR INJURY TO PROPERTY 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OR PERSONS, INCLUDING WRONGFUL DEATH,WHETHER IMPOSED BY A COURT OF LAW OR BY OPERATION. REVIEWED FOR CODE COMPLIANCE QEypEE55/ ADMINISTRATIVE ACTION OF ANY FEDERAL, STATE OR LOCAL GOVERNMENTAL AGENCY,ARISING OUT OF OR INCIDENT TO ANY NEGLIGENT ACTS,OMISSIONS, OR ERRORS BY THE ENGINEER OF RECORD, ITS 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS 6Tf EMPLOYEES,CONSULTANTS,OR AGENTS. OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY(90) DAYS AFTER COMPLETION OF ROUGH GRADING ANDEVEEN-EEIION �� 2� SOILS ENGINEER REVIEW SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE �0-A lOTIIRa TITS OEN C 681 -� THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO THE APPROVAL OF FINAL INSPECTION. URReNTO ES`�AND AP i-I STANDARDS OF Pane CE 1 C86681 S51p�L EpC RECOMMENDATIONS OF THE PROTECT SOILS ENGINEERING GEOLOGIC 01STEIN EMBER 9, * 6 REPORT PREPARED BY DUCO ENGINEERING INC DATED N 22 r OV 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE RON STEIN, P.E. m�fOFCA�1FpP`, SIGNATURE OF ENGINEER OF RECORD LICENSE NUMBER QQO`A'S COYy'. 2018. SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS WILLDAN ENG NEERING I OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. n ///��� O CARLSTEWART 12-6-21 *� C90814 * y� 11/4/21 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE 1 BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH ,f��� s ,ter C ( 1 ')� DATE GRADE APPROVAL. PRINT NAME DATE 'lFOF CAUFFOQ JAMLS D COLLETT EXP. DATE 12/31/21 35.APPROXIMATE DATE OF: BEGINNING OPERATION:JANUARY 2, 2022 COMPLETION:AUGUST 1,2022 ENG2021-00287 MARK REVISIONS AP P R. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: RWA GROUP, INC. SEAL SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 23535 PALOMINO DR., SUITE 303 µOF ESS/p CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE P Nq DIAMOND TELEPHON B A E (909) 301171017 ti����w' STfy,�Fyc l N z TITLE AND NOTES 6 f7f Z��EMAIL: CARL3.RWAGROUPC�DGMAILCOM " � `" SCALE. BENCH MARK: 150J w HEALD AVENGE OF SHEETS T 5-18-2022 A �i pup * * LAKE ELSINORE BENCHMARK EMON BIB, RCE No. 83156 DATE `"s Q LAKE EL$INORE, 0A FILE No. CITY ENGINEER 12-6-21 '✓TF,Clyl�pp� DESIGNATION A-93-28 CITY OF LAKE ELSINORE OF CALVE DATE: ELEV-1313.42' APN: 547-112-019 21-465 CARL W. STEWART DATE PL PL I LEGEND F ' .-SEE STREET IMPROVEMENT -_ JOIN ° — p° ° a f ° Q FIRE HYDRANT AC — ASPHALT PAVEMENT i 3.8 18' PLAN FOR CONSTRUCTION PROPOSED I - WITHIN PUBLIC RIGHT OF WAY �o ALLEY II-p--- o �� 9 ry '� ° I° - i/i — EDGE PAVEMENT GP — GUARD POST z HOUSE w FS-JOIN I d i � d I PROPOSED I 3 I _____ (N71°35'10'W 49.99) I -I N7t 3570"W 50.00'1' — WATER VALVE FS — FINISHED SURFACE ------------ RET WALL I EXISTING i -".r._--- _ �' 11 : 30.00' o — METER, PULL BOX GB — GRADE BREAK --os' — — GRADE 2% 2% \ - ? 5 - I \ — — ` SIGN L LOT LINE _ 0.5 �oq'K FS CONCRETE PA PLANTER AREA ` i-- 2 BLOCK WALL PL — PROPERTY LINE 1 1.601NV u— )� LIGHT STANDARD R/W — RIGHT OF WAY -FL0.9%� � ° o�— TRAFFIC SIGNAL GM — GAS METER 23.12 SECTION B—B Fc �3"'2i ------1 z y ° o� — STREET LIGHT PB — PULL BOX NO SCALE FS\ — HANDICAP STALL FL — FLOWLINE FG-FL N — WOOD FENCE BW — BACK OF WALK z ^�'" 3 fG-HP - — CHAINLINK FENCE INFO — INFORMATION PL PL 2% 00 — PROPOSED GRADE CLF — CHAIN LINK FENCE 5' 51 MIN 105 z (00) — EXISTING GRADE EP — EDGE OF PAVEMENT EX. PROPOSED 5 OFENGE ice' ° TC — TOP OF CURB OS — OFFSET z HOUSE I Z Z`',, TRANS — TRANSFORMER FF — FINISHED FLOOR PROPOSED -- RET WALL I 3o I 2 MI O S-0.02 R — RIDGE CF — CURB FACE EXISTING I 91.401NV d GRADE I 2 STOR1• SMH — SEWER MANHOLE HCR — HANDICAP RAMP `,5 - ---- 2% 2% z �ESTDENCE 1.00INV EX.. WOOD FENCEOA _ ,pRRF�p FC — FINISHED CONCRETE MH — MANHOLE — --,1VLV 3�Fr y --- 1292.85 PAD FS 9` FIG ? B ° P o 2 0 5 -HPTOWN FS OF ELSIiw6RE `�yA 0 I CONCRETE 4" CONCRETE PAVEMENT SECTION A—A M.B. 6/302's.o. MIPT j °p BLOCK' FG- NO SCALE m z 38 ' O 5=0.02 PAD"�g13 �JJTTTTTII�/777777TTTTTTTl�`/777/; �lTlll� F 3 N I CONSTRUCTION NOTES & ESTIMATED QUANTITIES dn`` y I CONCRETE 4" CONCRETE PAVEMENT W/ #3 REBAR O 18" O.0 AND 9" SQUARE STRIUM li/ - FG-HP I iq'MIN o 2 I °° O CONTROL JOINTS 1" DEEP AT 8' O.0 2580 SF GRATE KIDS 991 GREEN) (✓ 1% MIN 1 0.401NV ry SINGLE RESIDENCE- 3" ELEVATION GRATE PER PLAN 2 5 77777711111111117777777771711 I O INSTALL AREA DRAINS PER DETAIL HEREON 12 EA ✓JJJ11111111LL�/ STEPS I I. /� /�/�/�/� - ' ? 1�-4 �o- ,N 2, - II ryISE 0.5' i O3 INSTALL 4" PVC PIPE 360 LF 86.251 86.351 FG-HP I � ii AD ������������ ✓1U111111111LLLUJ11111 19-k11N 1% MIN °may/ 1%MIN ii -� �ii CONSTRUCT A RETAINING WALL PER DETAIL SHEET 3 380 LF FG-HP INV ii �� 5.83I INSTALL A FENCE ON TOP OF THE RETAINING WALL PER DETAIL SIZE gg `\^ SHEET 3 380 LF ° ------� FG, I CU a ° A� PROTECT IN PLACE d - u 5 a FS QB REMOVE © RELOCATE 88.15 PAD / FS-HP w SINGLE RESIDENCE /A _ TION a ° z Fc3=HP A.P.N.: 374--1-1I 2-019-6 z i I' SIDEwAL-r a $-D.189 ACRES O S-0.02 5 �p SOILS NOTES _ 3 ,1'6 8,247 S.Q. F.L �' / ALL SURFACE SOILS WITHIN THE ENTIRE BUILDING AREAS SHALL BE REMOVED TO A MINIMUM DEPTH OF 3 FEET ° 5 2 5.301NV BELOW CURRENT EXISTING GRADE. IN ADDITION, ENOUGH SOILS SHALL BE REMOVED AND RECOMPACTED SO THAT REA DRAIN DETAIL a °d O 5+�0.01 2 STORY A.P.N.: 374-1 12-024 A MINIMUM OF EIGHTEEN (18) INCHES OF COMPACTED FILL EXISTS BELOW ALL FOOTINGS WITHIN THE ENTIRE 3 2 RESIDENCE NO SCALE i� �. BUILDING AREA FOR THE PROPOSED STRUCTURES. 128.00 A i ✓ LOT 1 2 1288.00 PAD,_- I I FILL SOILS WILL BE SPREAD IN LOOSE LIFTS, SIX (6)TO EIGHT(8) INCHES THICK,AND CONTAIN 115%TO 125% 85.711 _ OF OPTIMUM MOISTURE CONTENT AND THEN RECOMPACTED TO IN EXCESS OF 90%OF THE MAXIMUM DENSITY. 3 ALL FLATWORK SHOULD BE POURED INDEPENDENT OF ANY PROPOSED STRUCTURE AND BE SEPARATED BY AN GARAGE I A EXPANSION JOINT(FELT). A o 5, I /, �LLLLLJJ11111111LL� A.P.N.: 374-112 18 1287.50 FF; / i�.1,La0 d 1287.00 Ply�D' I FS8 HP i ✓ 1i FG-HP LOT 3 a ( I ° ------------ 4I I CONCRETE ry 87,25TG2 i FS 6'I / I 6" SQUARE & ADAPTER 85.311NVO v TOP of GRATE ,o gz�,_-Fsi ��� � / I REVIEWED FOR CODE COMPLIANCE d p g � GRATE KIDS 640 (BLACK ELEVATION PER PLAN - THESE CEDE AID COCU RecoHAVEBEEN R-EWED AND FOUND TO BE IN ___f�11111LLLL1J111s PEDESTRIAN AREA °d�`I-a�/. � rNssF FUNS AND DocumsNrs NANs eFSN NEv COE,NEuwcFwNN,NFAPPE�c.s'FNDRED UJECTooFNFDuVNFMFN,s.. FS FS .- i /. --p-Q----i I d° FCT I AFPRO-LDOES NOT ` ° o- .. .. _ u °. ° OF coRo o�:neRaE UNNFNTCDDE.ANDA°a C"ASE`EPFss;A°OOAr"ao OTHER RECORD "rs N.: •%/ / / / 01/21/2022 A. �\\ RELIEVErNe DNCNeDN rNF Furvs sFFCFCAr sErr ro NNENANE DDocums \// p 1ya _______ _____________________ _i ® ° ° a d p RON STEIN, P.E. WILLDI N ENGINE ERING X��/���// � :1SIZE � `% --- d oo d p-° d ° —NATURE TS ----------- ° ^I N7135 50.006 ''°°o sN POLE TO AN EDISON -- ° -- -� 3 1J N7135'11'I� 50.01' 30.0 d d C )� )/ �� ATION ° 1 POS O 21 - OFess/p \��\\�\ ��P ° APPROVED LOCATION__.__-- / \ � i p DRIVEWAY o r �• nAREA DRAIN DETAIL ° 1ya5` oll A0 Ac Ac AC a LCo DRIVEWAY o ° 1 10 s D 10 20 NO SCALEAM a d a SCALE 1: 10 EX DIKE 1.79 ______________ p p d i JOIN ------ - ------- ---- SEE STREET IMPROVEMENT �`. FS-fJ01N I ' PLAN FOR CONSTRUCTION $ ;.� �s WITHIN PUBLIC RIGOF WAY a Do ENG2021-00287 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: RWA GROUP, INC. SEAL MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE SHEET 2 23535 PALOMINO DR., SUITE 303 µOF ESS/0 LAWS AND HAVE BEEN FOUND ACCEPTABLE P Nq DIAMOND 65 BAR,6 A 7(909) 1017 Ol R EMAIL: CARL3.RWAGROUP@GMAIL.COM " No. z GRADING PLAN OF 6 5-18-2022 —�Up w E*o3 s1 3 A SCALE: BENCH MARK: 1503 W. HEALD AVENUE SHEETS EMO�CE No. 83156 DATE * * LAKE ELSINORE BENCHMARK CITY ENGINEER 12-6-21 9TF 01V1��p0 DESIGNATION A-93-28 LAKE ELSINORE, CA FILE No. OF CAI�f APN 347-112-019 CITY OF LAKE ELSINORE CARL W. STEWART DATE DATE: ELEV-1313.42' 21-466 -SEE STREET IMPROVEMENT PLAN FOR CONSTRUCTION F �' �� °j^ q d I ° RETAINING WALL CONSTRUCTION NOTES ESTIMATED WITHIN PUBLIC RIGHT OF WAY ho ,ALLEY o 0 9 ° a REBAR QUANTITIES a 1s O.0 (N71°35'10'W 49.99) ' N713%0"W 5 5000' ' __ a - HORIZONTAL O CONSTRUCT RETAINING WALL #1 PER DETAIL HEREON 52 LF i 30.00' I � I �IIIIIIIIIII I I O7 CONSTRUCT RETAINING WALL #2 PER DETAIL HEREON 180 LF 92.287E ,Lgd 90 277E -� d = III-III-III- - _ - = - - 8" MASONRY 4-i WAT _ BLOCK GROUT ER_ � III-III- O CONSTRUCT RETAINING WALL #3 PER DETAIL HEREON 144 LF 92.287E 90 277E ALL CELLS SOLID �-III- -III 91.59TF �' --89.607E a =III-III-III-III-- ®16 0ARC -----__.�2g ° =III=III-III-III- VERT 91.59TF 93.59 89.607E IIIIII �� 4h - - - ^i� -III-III-III-III- 4 REBAR 90 267E �� 88.937E _ - - -III-III 0 16 O.0 z _ =III III - - = - �• � � 0 i I °� � -III-1 I I-III-1 I I I 11= I ZV93.5 88.93TF i a 1 5 REBAR #4 REBAR 2 88.267E CONT. 90.267E • • EX. WOOD FENCE _RESIDENCE HORIZONTAL _ -- �Q�'93.3�fF-- I 4 REBAR 12" 12" 89.59TF, - 1292.85 PAD g1 88.26TF a ° ® 16 O.0 5 REBAR III III U, 12 I�i 4 2 TOE AS HEEL B" MASONRY - -I II-III- - w - 87.59TF BLOCK GROUT - = =1 o TOWN OF ELSI�lORE ALL CELLS SOLID -I -III-III- WATERPROOF WALL I M.B. 6/302'S.D. I °�= ==1 -_ BLOCS'38 87.597E i #5 REBAR =III=1 III=1%-I 2'X2' WIDE CLEAN m �o'� I - RETAINING WALL #2 ® 16 86.92TF O.0 III-III GRAVEL WRAPPED IN �JJTTTI�`/777777TTTTTTTlI�/777 89•59� '^� I VERT III III-III- - FlLTER FABRIC (MIRAFl � � A2g,' I a ° i NO SCALE 2 CORE OUTLET =J 14ON OR EQUIVALENT) ./ �% _ Y 86.92TF = = - 4" DIA PERF FOR 4" PVC - (/ 86.25TF OUTLET - PIPE ® 1% WRAP v/ I -I =1 REBAR �( SS 5 .9F 92. _ ✓/ v SINGLE RESIDENCE N • - 86.257E e6. as rE 777777TTTTTTTIT���777777TTTT III- 1= �U111111111LL� � o TO 85.5 8625TF e ��.25-7 I #4 REBAR 4 REBAR �111111111LLLLL/1/11� • --'",Zga/ 0 4a N HORIZONTAL 0 12" O.0 T&B P - TOE & HEEL ° G � e6.2srF ;• )F92- 85.59TF I� I I1I1-1I1-1I 1=1 I I 2-0" // 8" MASONRY a o 85.597E a BLOCK GROUT III-III a f WATERPROOF WALL ° - 85.597E � ,/ � h ALL CELLS SOLID � 7 � I h I I 1=1 I I 1= w 0 I✓ w #4 REBAR _-III 2 X2' WIDE CLEAN 016 O.0 -III- -III= GRAVEL WRAPPED IN VERT _ FlLTER FABRIC (MIRAFI RETAINING WALL #1 a z = $ SINGLE RESIDENCE J-I11- T) A.P.N.: 374----1-'(2-019-6 // CORE OUTLET 14ON OR EQUIVALENT) NO SCALE - ° B.59TF m ,/ SIDEwAL-r FOR 4" PVC -I - 4" DIA PERF a''D.189 ACRES z OUTLET - _ - - PIPE 0 1% WRAP _ $8,247 S.O. F.L � 85.597E ,.1� � � / I 6" III-III C a 2 STORY A.P.N.: 374-1 12-024 �f a =III-III= RESIDENCE (PROVIDE 1/4" JOINTS ® 25' OC MAX O 1288.50 FF LOT - i 1288.00 PAD GENERAL NOTES L, 4 REBAR A.P.N.: 374-112 18 1287.50, FF #4 REBAR 84.9Y FF GARAGE I �1LLLL�111111111LL� I TOE & HEEL ; I I 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS 1287.00 P I 0 16" O.0 OF THE 2016 CBC. �� �� I 2TF 2. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS LOT 3 a I I SHALL BE 2500 PSI. a84. 1TF -- STE� /� I CONCRETE ry I I 3. CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE II I I a -� 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 d •1 gBZL' �\ '/' I RETAINING WALL #3 1 � i i °a1rya� ___ �11111LLLU1J11 a\\_ s___,_____ ° I ° NO SCALE 5. ALL CONCRETE BLOCK SHALL CONFORMyTO A.S.T.M. C-90, GRADE N UNITS. ---------- ' i I i 6. GROUT MIX MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 7 DAYS SHALL BE 2000 PSI. 6 °1 REVIEWED FOR CODE COMPLIANCE e� �.sip Fy 7. f'm = 1.500 psi, f� = 2.500 psi, Fy = 60,000 psi #6 BARS o ® o Q d � hqp i y v G 681 ♦n ssuRLuwaEw.H.HE aRPE CAe1,H o cT.,C.ERERa RP EH.s. ALLOW SOIL BEARING = 1,700 psf ° oEo�RFELI MEN;so .xos oREcoxo;oHso,"sAOP"o�A oo s'xo: PREPARE 84.917E TONS iMAO°PS AID OTHER RECORs DOCUMENTS PER 1 S. SPECIAL INSPECTION REQUIRED PER 2016 CBC. °. -' SBZ� 2� - vp -�ii ° 10 5 0 f0 o'-N-DER ANDARR�ABLE-.2022FR-E, ° 0 5.58fF ° Tp --- ° ° (p). FOOTING BOTTOM AND STEEL PLACEMENT INCLUDING FORMS FOR STEM WALLS Nti P410 - --- OFCAL PRIOR TO POUR a: 0 a ° 4 RON STEIN, P.E. d ° __ ° ___ __ 50.01, _ _-__ WILLDANENGNEERING b. MASONRY UNIT PLACEMENT AND CONSTRUCTION OF MORTAR JOINTS ----- -o -_- N7135 n 50.00 _ - -r °r ( ) N7135'11"l� 50.01' ° - 30.0 SCALE 1: 10 �7 PERIODICALLY DURING TASK 85.58 F (C). GROUT SPACE PRIOR TO GROUTING CONTINUOUS - - ° (d). PLACEMENT OF GROUT CONTINUOUS POST _____a d �°.�.DRIVEWAY� a. ZL._ g oa ygZ�- d a SOILS NOTES 9. ALL REINFORCING STEEL SHALL BE fy=6O,OOOPSI AND OVERLAP SPLICES - ��' �� pP _ __ a ° ° ° ° ALL SURFACE SOILS WITHIN THE ENTIRE BUILDING AREAS SHALL BE REMOVED TO A MINIMUM DEPTH OF 3 FEET SHALL BE 40 BAR DIAMETERS MINIMUM. ALL REBAR HOOKS SHALL BE A a - 5t' iEL CO -_ ° a a BELOW CURRENT EXISTING GRADE. IN ADDITION, ENOUGH SOILS SHALL BE REMOVED AND RECOMPACTED SO THAT MINIMUM OF 12 TIMES THE REBAR DIAMETER (12bd) IN LENGTH. ° ,y,�tiO of DRIVEWAY- ° a A MINIMUM OF EIGHTEEN (18) INCHES OF COMPACTED FILL EXISTS BELOW ALL FOOTINGS WITHIN THE ENTIRE - $I a I�. BUILDING AREA FOR THE PROPOSED STRUCTURES. 10. LOWER REBAR IN FOOTING MUST HAVE A COVER OF 3". TOP REBAR SHALL I. I I� ° a '° HAVE A 2" COVER FILL SOILS WILL BE SPREAD IN LOOSE UFTS, SIX (6)TO EIGHT(8) INCHES THICK,AND CONTAIN 115%TO 125% Ex.DIKE OF OPTIMUM MOISTURE CONTENT AND THEN RECOMPACTED TO IN EXCESS OF 90%OF THE MAXIMUM DENSITY. 11. RETAINING WALL BACKFILL SHOULD BE BENCHED INTO BACKCUT WHERE ---`---- - ° BACKCUT IS SLOPED FLATTER THAN 0.75 1. SEE STREET IMPROVEMENT i'---- ---'------------------------- f- ALL FLATWORK SHOULD BE POURED INDEPENDENT OF ANY PROPOSED STRUCTURE AND BE SEPARATED BY AN � , PLAN FOR CONSTRUCTION EXPANSION JOINT(FELT). WITHIN PUBLIC R G T OF WAY - - - - W --4 - I- - fw� w� - -w� - -Fw>- - ENG2021-00287 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: RWA GROUP, INC. SEAL MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 23535 PALOMINO DR., SUITE 303 ESS/ CITY 0E LAKE ELSINORE SHEET J µOF 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE F Nq DIAMOTELEPHONE 6 A 7(909) 3O1 1017 N�� w STf'ryy`�c R EMAIL: CARL3.RWAGROUP@GMAIL.COM " Na z RETAINING WALL PLAN OF 6 4.�P w E� 03�A SCALE: BENCH MARK: 1503 W. HEALD AVENUE SHEETS * * LAKE ELSINORE BENCHMARK LAKE ELSINORE, GA FILE No. REMON HABIB, RCE No. 83156 DATE `I'y O1V1S, DESIGNATION A-93-28 CITY ENGINEER 12-6-21 FOF CAL\Fps APN: 347-112-019 CITY OF LAKE ELSINORE CARL W. STEWART DATE DATE: ELEV-1313.42' 21-467 --------T--------------------------------------------------------- -—-—- T__-_�I I I I I LEGEND I I I I FIRE HYDRANT AC — ASPHALT PAVEMENT EDGE PAVEMENT GP — GUARD POST - I V--------------- ----- ----------------- -------- -------- - - -- - a---------------v --------- ------------- ----- -- ------o. - � ------ _- - -- ------ ------- ------- -- - oa — WATER VALVE FS — FINISHED SURFACE - I a a < - - 4 < I O — METER, PULL BOX GB — GRADE BREAK $ ° v. ° o - v �° ° �° .v ° v ----t a-----a�, --- ---------- — SIGN L — LOT LINE ----------------�- ----------- ---------- a a. a' _ 4 j I CONCRETE PA — PLANTER AREA I - �I• — BLOCK WALL PL — PROPERTY LINE LIGHT STANDARD R/W — RIGHT OF WAY a o - -' TRAFFIC SIGNAL GM — GAS METER ° I < STREET LIGHT PB — PULL BOX HANDICAP STALL FL — FLOWLINE WOOD FENCE BW — BACK OF WALK a i I I ' -"-�**-•- CHNNLINK FENCE INFO INFORMATION I _______L_____ ! I ,I 00 — PROPOSED GRADE CLF — CHAIN LINK FENCE Q I (00) — EXISTING GRADE EP — EDGE OF PAVEMENT - TIC — TOP OF CURB OS — OFFSET TRANS — TRANSFORMER FF — FINISHED FLOOR R — RIDGE CF — CURB FACE Ir•2�°'s SMH — SEWER MANHOLE HCR — HANDICAP RAMP FC — FINISHED CONCRETE MH — MANHOLE EX. BUILDING I I I,. a _ "�I y- I WATER NOTES NOTES & ESTIMATED QUANTITIES HOT TAP INTO EXISTING WATER MAIN PER EVMWD APPROVAL 1 EA v 10 — -- --- ---- O INSTALL WATER PIPE BEDDING AND TRENCH DETAIL PER EVMWD LF 1 I 9 12 INSTALL 1" WATER SERVICE AND 1" WATER METER PER EVMWD STD. 1 EA W-9 2 STORY RESIDENCE °?- 11 1288.50 FF I 10 III A 1288.00 PAD 12 SEWER NOTES NOTES & ESTIMATED QUANTITIES ����� �i �� n INSTALL SEWER LATERAL CONNECTION PER EVMWD STD. S-15 175 LF I I 15 ' I INSTALL 4" PVC SEWER LATERAL PER EVMWD STD. S-14 9 LF 2 STOF�1( I RESIDENCES I i \�'Q I ii I INSTALL 22" WIDE SEWER TRENCH AND BEDDING PER EVMWD STD. 1293.35 FF`� I �`,o i -6� d� I GARAGE �� �',, 17 S-1A 16 LF 1292.85 PAD)�, 6, i �� I 1287.50 FF n \�N `�, I I 1287.00 PAD -yam 18 I 16 I 18 INSTALL SEWER CLEANOUT 2 EA 15 =_____-____ ---- _ 17- II. 18 a a a o-� ° - -- ---�--- a a a ° Ia a N I � EX. BUILDING QRpFES51p„� REVIEWED FOR CODE COMPLIANCE a m G sa1 N,sPEa ­aEM coocsANo-Ps°01/21/2022 �cfICE s c �� 10 5 0 10 20 �oF RON STEIN, P.E. ctuF WILLDAN ENGANEERING SCALE 7: 70 t ENG2021-00287 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: RWA GROUP, INC. SEAL MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE SHEET 4 23535 PALOMINO DR., SUITE 303 µOF ESS/O LAWS AND HAVE BEEN FOUND ACCEPTABLE P Nq DIAMOND 65 BAR,6 A 7(909) 1017 fN 'w STf'ryyc Ol R EMAIL: CARL3.RWAGROUP@GMAIL.COM c " Na z UTILITY PLAN OF 6 5-18-2022 4'ROLIF w E*033119 A SCALE: BENCH MARK: 1503 W. HEALD AVENUE SHEETS EMOR N HABIB, RCE No. 83156 DATE * * LAKE ELSINORE BENCHMARK /' r/ C-1 y C V DESIGNATION A-93-28 LAKE ELSINORE,11E 01 FILE No. CITY ENGINEER �� 12-6-21 7F OF/CAL\f��� APN: 347-112-019 Cp CITY OF LAKE ELSINORE CARL W. STEWART DATE DATE: ELEV-1313.42' 21-468 LEGEND Q — FIRE HYDRANT AC — ASPHALT PAVEMENT EDGE PAVEMENT GP — GUARD POST oa — WATER VALVE FS — FINISHED SURFACE o — METER, PULL BOX GB — GRADE BREAK I — SIGN L — LOT LINE — CONCRETE PA — PLANTER AREA e — BLOCK WALL PL — PROPERTY LINE — LIGHT STANDARD R/W — RIGHT OF WAY o — TRAFFIC SIGNAL GM — GAS METER ---- o--� — STREET LIGHT PB — PULL BOX -—————————————————————————— -----25 --f------- --------- =----- ------ -- I — HANDICAP STALL FL — FLOWLINE _ _, I I WOOD FENCE BW BACK OF WALK 12g5' —— CHAINLINK FENCE INFO — INFORMATION fl 00 — PROPOSED GRADE CLF — CHAIN LINK FENCE _ ON I, pd � -° � a ° I° I (00) — EXISTING GRADE EP — EDGE OF PAVEMENT ,ALLEY-- -Fs-JOIN �i° � '�/ � d \ d I d I — — �.I (N7135'10"W 49.99) , TC TOP OF CURB OS OFFSET -__________________ ` N7135Y0"W 5000' 'I d ——— � TRANS — TRANSFORMER FF = FINISHED FLOOR I 30.00' I R — RIDGE CIF CURB FACE SMH — SEWER MANHOLE HCR — HANDICAP RAMP ro FC FINISHED CONCRETE MH MANHOLE 91.601W 7FS d cr._cl CONSTRUCTION NOTES & ESTIMATED QUANTITIES ZQ CONSTRUCT 6" CURB & GUTTER PER LAKE ELSINORE STD. 200 19 LF ALLEY IMPROVEMENTS 21 CONSTRUCT CURB DRAIN OUTLET PER LAKE ELSINORE STD 300B 1 EA 22 CONSTRUCT DRIVEWAY PER LAKE ELSINORE STDS 117 X=6', W=13' 518 SF 23 INSTALL 6' WIDE SIDEWALK PER LAKE ELSINORE STD. 210 114 SF 24 CONSTRUCT FULL DEPTH AC PAVEMENT 317 SF 10 5 0 10 20 25 SAWCUT AND JOIN 100 LF 26 INSTALL 6' WIDE RIBBON GUTTER PER LAKE ELSINORE STD 46 LF SCALE 1. 10 ° I i ------------------ —':p --- ------.--- --- ---o— ————— --- --- pr d0.00---- N713511 50.00 I _ N7135'if"W 5001" I RELOCATE POWER O ° pi ° d d - q POLE TO AN EDISOI p. POS APPROVED LOCATIOPL_____ °°.DRIVEWAY�� d�; ZL_ (L VBZL-' °'a d ° d �I SOUTH NORTH _ R/W CL R/W - 80' aOO. AC AC AC ii LCO DRIVEWAY- -Q co co \ ° Q 22 40' a TC \° d.° ° d ° ° z 40' �\ EX DIKE 1.79 I o JOIN ---- - ------ - 24 a - I i -- -------------- ° 18, 18' � __ "�I om 20 FS�.IOIN I I O I v 22' 22' N � M I REMOVE AC m 6' - - - =se �w) — Tr`—fw — — - -fw�N- - - �w� - - - - - �w� i REPMA& 25 m I WITH CURB 8' 21 I & GUTTER II I I 230.04' �\' —-——50.00"_ _ - �� _ 60.01' o.. - � �— �l1"`CCC — — — — — — —— g — _—_—_—_- 36005' N71'35'71"W FULL DEPTH I' NEW HEALD AVENUE �% AC PATCH SIDEWALK TYPICAL SECTION HEALD AVE NO SCALE REVIEWED FOR CODE COMPLIANCE rnese antis Ano ooc-1.nave seen eeweweo Ano Poueo ro se" --a-- ° d - d °---- "'A""o"rnr"e nPacAeee.cRsocroncooersenua..y. — ssunrceorAPeamrseecoumeeoeosueaecrroAPPaovA�avoreea oePAern,enrs AHO Anr pores oe conorons.rn.AnPe ones nor p _ ° d ° `v\ a p °, a 4 v\ Biph Qy ­ E a N sA oo. R TS Pee ° d - ° SIDEWALK ° p° ueeenrcooes AND APP 012022wr ce d d G /21/ sal - • 1 RON STEIN, P.E. HEALD AVE IMPROVEMENTS �I WILLDANNEERING ° S�OFCA��F�� ,E7NG, ENG2021-00287 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: RWA GROUP, INC. SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 23535 PALOMINO DR., SUITE 303 CITY OF LAKE ELSINORE SHEET 5 µOF ESS/0 LAWS AND HAVE BEEN FOUND ACCEPTABLE P 4'q DIAMOND 65 BAR,6 A 7 Zw (909) 1017 Ol R EMAIL: CARL3.RWAGROUP@GMAIL.COM " Na z STREET IMPROt/EMEN1-PLAN OF 6 5-18-2022 gp-ouF w E*033119 A SCALE: BENCH MARK: 1503 W HEALD AVENUE SHEETS EMOR N HABIB, RCE No. 83156 DATE * * LAKE ELSINORE BENCHMARK �j �/ �_ _ y C S. DESIGNATION A-93-28 LAKE ELSINORE,11E 01 FILE No. CITY ENGINEER ( � 12-6-21 7FOFI CAL\f � APN: 347-112-019 C CITY OF LAKE ELSINORE CARL W. STEWART DATE DATE: ELEV-1313.42' 21-4V9 SEE STREET IMPROVEMENT Stabilized Construction Entrance/Exit TC-1 PLAN FOR CONSTRUCTION -- -- - - 6a a ° EROSION CONTROL NOTES 2 a ° I WITHIN PUBLIC RIGHT OF WAY h� ALLEY O1 1 INSTALL STABLIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON 1 EA (N713590"W 49.99)------------------- � �-------- N713590"w so.oa' ___ _� __ y......_ J 30.00' OINSTALL SILT FENCE PER DETAIL HEREON 400 LF I O MATERIAL STORAGE AREA 1 EA I � Crushed aggregate greater than 3• net smmler man e• O CONCRETE WASHOUT AREA 1 EA Filter fabric O iginal grgee 2 is"uin,emcee omerwise specified by a soils engineer - I SECTION B—B 2 TUTS- 1 o.5' a NOTE: r I � I �t CanetmC(a dlment barrier �I sediment t"p runoff ce o� of PPing tlevice T1i to EROSION CONTROL NOTES r ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE 2 DORY al to'min o NOS.1237, 772,529, 1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S)AND RESIDENCE EX WOOD FENCE ., In required to STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL NO GRADING PERMIT SHALL BE ---i'L$3.3�FF-- 5 _ accomodate ISSUED WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER.THE EROSION 1292.85 PAD r at ticlpated d ° trafne,whichever CONTROL PLAN SHALL INCLUDE DETALS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR z s greater OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES,OR BOTH,AS MAY BE NECESSARY TO PROTECT FI THE WATER QUALITY OF RECEMNG WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATE m r l �Tsmporar Dalvart a PROPERTY FROM DAMAGE FROM EROSION, FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH ,� TOWN OF ELSINORE ae Hessen PIPc MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH GRADING OPERATIONS. d M.B. 6/302 S.D. IISS I sorDiD3i 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. m BLOCK 38 r (I)ker th1-tJ ne exremram l2 m>ps mr d..,ecaf 529, 772, 1237, 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS LOT me lecgen�nmmaion ucwrl�dr. OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL 1 Matah o„mnn �slanglh�,nwabea,ann �,�nannwedny.i�_ �TTTTI711/TT717777TTTTl����77� ° existing PLAN 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 11 Crude 1 3. IN CASE OF EMERGENCY,CALL WINNIE BI (RESPONSIBLE PERSON)AT 909-969-1891 (24-HOUR PHONE /W71- r NUMBER). ✓ I ------ 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON SINGLE RESIDENCE / RESPONSIBLE FOR GRADING OPERATIONS. iL/�1111111117(/ ii ii ��77777777711111j1`77777777771r1� 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS ii ii NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE II 11 TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF � ]sly 201z carmrn�a stormwatar BMP Handbook 6 of 6 TEMPORARY AND PERMANENT SOIL STABWZATION. - - I cOretra1- 111JJ11111111LLLLUJJ1111 www.rasaa g ° u 6. ONCE DISTURBED GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN 10 FEET IN HEIGHT TEMPORARY II / OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS DURING THE STORM SEASON,ALL SLOPES SHALL BE STABWZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. - -------,L CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN ° yy ---------- 7-DAYS OF COMPLETION. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC SINGLE RESIDENCE / SE-1 Silt Fence TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. I 7F - 374-112-019-6 I j9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. a ° _ ro /� SIDEWAL4110. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE ° 3' 0.189 ACRES - APPROVED PLAN. - 8,247 S.Q. F.T d 7 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FORA ° 5 2 STORY i A.P.N.: 374-1 1 2-024 l TWENTY-FIVE(25)YEAR,SIX(6) HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE DAYS DESIGN 10 5 0 10 20 1 RESIDENCE FF AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED128800 FOR THE FOLLOWING: .� 128.00 PAD i ;/� LOT 1 _- 11 r i A) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. i ✓/ '/I �i� a) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL SCALE 1. 10 STABILIZATION MEASURES. GARAGE �i �rLLLLL7�111111111LL1 - - b SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW A.P.N.: 374-1 12 1$ i'Ii 1287.50 FF 1287.00 PAD = c) DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, PERCENT 4 1 / COMPACTION ETC. I LOT 3 I I d) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM ° LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE °�CONCRETE i a CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. REVIEWED FOR CODE COMPLIANCE d� 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SffE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID Txese Pees u�D DocuMenrs lwvE seen kEVE-D naD FOukD TOEEk �``. I 11111LLLLU11111' 1 CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A oErn�n"rueErn`snHonrivhmis°oaecoHSOCT_ODEFERo_EMEe°sHoi -o a ---i _ THM'�'= NITHEaPaca'E'Eurz SO cr ou cone keou rzerneNrs s------__ DIT. 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). .MAPS ABLE _ ere Pee 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF urmear cones a+Dn P"ue 01/21/2022 Fc—TICE SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES.ALL REMOVABLE PROTECTIVE `ATRON STEIN P.E. ----- --------- o a REreve,HeseaN a roPnePAne EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE � `�---------- -----------------------�I -'A _ _ _ _ i ° ' FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). WILLDAN ENG NEERING 14. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, I37, g��p 2 ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS u d - °Q.a d° slanA,uee L O O AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE u v p- °---- - IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. ii 4 p I �pFE55l ------ -- F il 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. e"� �'67 h" s as - 4 35'11"W o 0.01 Q ° E,yREly o-- J a -.a_ - ° r----_ a °i 300 V I N71 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES o� G 681 O _ p _ YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED ° ° STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING * 1 - POS C BECOMES INEFFECTIVE. s TEOFCAVtF�� 4°�.DRIVEWAY- all PPO `GO ° u -DRIVEWAY- 8 of 8 Ca llfornia Stormwater BMP H—d—k ]emery 2003 coreo-ac EX DIKE _ d A a www.cab mp ha nd books.com q ENG2021-00287 MARK REVISIONS APPR. D E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY RWA GROUP, INC. SEAL SHEET 6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 23535 PALOMINO DR., SUITE 303 OFESSI CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE PR 0/yq TEDLIEPHOONE ND BAR,6(909)A3 0191765 0 7 QFoI*' STE4YF�c m EROSION CONTROL PLAN 6 R EMAIL: CARL3.RWAGROUP®GMAILCOM m BENCH MARK: OF SHEETS i� 5-18-2022 4p �� SCALE:A L E: HEALD AVENUE MON HABIB, RCE No. 83156 DATE *,n�, * DESIGNLAKE ATION A-93-2 BENCHMARK y pIVtF, � DESIGNATION A-93-28 LAKE ELSINORE, CA FILE No. CITY ENGINEER 12-6-21 Tf OF AL\Fp0 APN: 347-112-019 CITY OF LAKE ELSINORE CARL W. STEWART DATE C DATE: ELEV-1313.42' 21-470