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HomeMy WebLinkAboutENG-2024-00358 PG PLAN NO 25-043-25-045 GRADING NOTES: CITY OF LAKE ELSINORE 1. All work shall be done in accordance with the Cityof Lake Elsinore Municipal Code, ANKLIN ST 0z Chapter 15.72 and applicable standards and specifications and the latest edition of the California Building Code(C.B.C.),Section J108. E HEALD AVE z c.During installation of buttress and canyon sub-drains and filter material. LEGEND & ABBREVIATIONS 2. A permit shall be obtained from the Engineering Department,City of Lake Elsinore, A&kCF CURB FACE GO m d.When any unusual grading conditions are encountered during construction. C&G CURB AND GUTTER PECK prior to any operations. BW BACK OF WALK 25.Erosion Control:All graded slopes equal to or greater than 3 feet in vertical D.F. DEEPENED FOOTINGEG EX/STING GRADE �� o 3.The developer and/or the contractor shall notify all utility companies and U.S.A.ALERT height shall be planted with rosea ice plant or another approved drought z 9 P P PP 9 EP EDGE OF PAVEMENT a (1-800-422-4133)forty-eight(48)hours prior to grading. tolerant ground cover,at twelve inches(12")on center.Slopes over fifteen /�� FG FINISH GRADE w w feet(15')in vertical height,in addition to ground cover,shall be planted with FS FINISH SURFACE 4.The contractor shall notify the City Engineering Department at least twenty-four(24) approved trees,shrubs or combination thereof.Shrubs shall be planted at ten FF FINISH FLOOR SITE 0 hours in advance of beginning grading operations. feet(10')on center;trees at twenty feet(20')on center;combinations,fifteen FL FLOW LINE feet(1 F)on center.Slopes over three feet(3')in vertical height shall have /+ GB GRADE BREAK POINT 5.Dust shall be controlled by watering or other methods approved by the City Engineer. permanent irrigation systems with backFlow prevention devices per C.B.C. /NV /NHP HI VERT GH ELEVA77ON E PROSPECT ST 26.Appr0 ved protective measures and temporary drainage provisions must be LP LOW POINT ON 6.Cut slopes shall be no steeper than 2 horizontal to 1 vertical,unless otherwise PE PAD ERT used to protect adjoining properties during the grading project. PL PROPERTY Y LINE approved,and shall be shown on the plan. R/W RIGHT OF WAY 27.Approved erosion preventive devices shall be provided and maintained during TC TOP OF CURB CITY OF LAKE ELSINORE 7.Fill slopes shall be no steeper than 2 horizontal to 1 vertical,unless otherwise the rainy season and shall be in place at the end of each day's work. 7F TOP OF F0077NG VICINITY MAP approved,shall be shown on Ian,and shall not have less than 90%relative TG TOP OF GRATF pp p 28.All work shall conform to the City and State construction safety orders. TSW TOP OF STEM WALL N.T.S. compaction out to the finished surface. TW TOP OF WALL 8.Fills shall be compacted throughout to 90%density as determined by the modified 29.The location and protection of all utilities is the responsibility of the permittee. TM Q CONS7RUC77ON NOTE three(3)layer A.S.T.M.D-1557-70 test method. 30.An approved set of grading plans shall be on the job site at all time. ® MAILBOX X (1275.0) EXIS77NG SPOT ELEVA77ON 9.Fill areas shall be cleaned of all vegetation and debris,scarified,and inspected by the 31.Sanitary facilities shall be maintained on the site from beginning to completion GRADING PLAN 1290.00 EX/STING ELEVATIONS 14C9CT R BER/STA/N grading inspector and approved soils testing agency prior to the placing of fill. of grading operation. 1291.00 PROPOSED ELEVATIONS 15020 VISTA VIEW 32.AII slopes shall be planted and irrigation facilities shall be provided for all 1200 = EXIS77NG CONTOUR LAKE ELSINORE, CA 92530 10. All fill material shall be clean earth. No fill shall be placed until preparation of ground NWC PROSPECT ST AND CHESTNUT ST EMAIL: 4ber/sto/nbros@jmoi/.com s approved by the soils engineer. slopes in excess of three(3)feet vertical height within ninety(90)days after EXIS77NG WALL 626-421-5124 completion of rough grading and shall be in accordance with City Lake CITY OF LAKE ELSINORE CALIFORNIA EXISTING GUY WIRE Elsinore Grading Ordinance No.882 prior to the approval of final in spection. LEGAL DESCR/PTION 11. Finish grade shall be sloped away from all exterior walls at not less than%"per foot 7 f EX/STING POWER POLE for a minimum of three(3)feet,then 1%(minimum)to flow line of earth Swale. 33.Any contractor performing work on this project shall familiarize himself with APN-373-151-003 D T- EXIST. CHAIN LINK FENCE THE FOLLOWING DESCRIBED REAL PROPERTY IN THE COUNTY the site and be solely responsible for any damage to existing facilities OF RIVERS/DE, STA7E OF CAL/FORN/A: 12. Minimum building pad and drainage Swale slope shall be 1%if cut or fill slope is less resulting directly or indirectly from his operations,whether or not such ALL OF THAT POR77ON OF LOT 18 OF BLOCK F"OF✓ONES than ten feet(10'),and 2%if cut or fill is greater than ten feet 10'). Drainage swales facilities are shown on these plans. EXIST. PALM TREE ADDK 4, TO ELSINORE O AS SHOWN BY MAP ON COFILUNTY /N BOOK 4, PAGE 177 OF MAPS, SAN DIEGO COUNTY RECORDS, shall be a minimum of 0.5'deep and constructed a minimum of two feet(2')from the 34.The design engineer shall provide a minimum of one(1)blue top per finished b EXIST. SIGN MORE PART/CULARL Y DESCRIBED AS FOLLOWS top of cut or fill slopes. EARTHWORK QUANTITIES IN CUBIC YARDS BEGINNING AT THE SOUTHEASTERL Y CORNER OF SAID LOT 18, pad,prior to rough grade approval. THE QUANTITY SHOWN IS FOR BONDING PURPOSES ONLY. SHRINKAGE w THENCE WESTERL Y ALONG THE SOU7HERL Y L/NE OF SAID DIRECTION OF FLOW 13. Provide 4'wide by 1'high berm or equivalent along the top of all fill slopes over 5' 35.Approximate date of: SUBSIDENCE, S FACTORSA R N UNSUITABLE MATERIAL REPLACEMENT, AND LOT 60 FEET THENCE, AT R/GHT ANGLE SAID LO RL Y AND SURFACE Loss FACTORS ARE NOT INCLUDED. coarRAcroR Is TO BUILD asx PROPOSED SURFACE SLOPE PARALLEL W77N THE EASTERLY LINE OF SAID LOT 120 FEET, high THE PRO✓ECT PER THE PLANS AND BID THEIR OWN QUANTITY "TAKE-OFF" THENCE, AT RIGHT ANGLES EASTERLY AND PARALLEL WITH Beginning operation:1/15/2025 +2' EXTRA DEPTH OF F0077NG 77-IE SOUTHERLY LINE OF SAID LOT 60 FEET TO THE 14. Provide a brow ditch,designed to handle one hundred(100)year storm flows along Completion: 1/24/2025 APN-373-151-003 EASTERL Y L/NE THEREOF• THENCE, SOUTHERLY ALONG THE the top of cut slopes. CUT ------------------- 50 CY /Z EXISTING ASPHAL T EA5TERL Y L/NE OF SAID LOT TO THE POINT OF BEGINNING. 36.No rock or other irreducible material with a maximum dimension greater than FILL ------------------- 750 CY APN-373-15-003 15. No obstruction of Flood plains or natural watercourses shall be permitted. three inches(3")will be placed in fills within roadbed areas or three feet(3')of IMPORT------------------ 700 CY - - - - - OVEREX LIMIT TOPOGRAPHY SOURCE finish grades,unless the location,materials, and disposal methods are C specifically approved by the soils engineer. F CUT/FILL LINE 16. A soils engineer shall be retained by the developer,to supervise grading and �p�l 10 RA USA LLC I I I PROPOSED SLOPES (2:1 10 TUMBLEWEED ST provide a final soils report which includes foundation requirements(subdivisions)and 37.The engineer must set grade stakes for all drainage devices and obtain ENGINEER'S NOTICE UNLESS NOTED) TRABUCO CANYON, CA expansive characteristics of the soil. inspection before approval. _ __ _ 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE _- -- - EXISTING SLOPE AREA OF DISTURBANCE 17. Grading certification b the developer's civil engineer and a final compaction report 38.Grading plans will not be approved until all retaining walls are approved by RESPONSIBILITY FOR 105 SITE CONDITIONS DURING THE COURSE OF 9 y 9 p p the Building Department. CONSTRUCTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS ® PROPOSED WALL APN-373-151-003 AREA: Approx. 7200 SF by a soils engineer shall be submitted to the building and engineering departments REQUIREMENT SHALL APPLY CON71N000SL Y AND NOT SE LIMITED TO prior to issuance of building permits. NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY 39.Drainage easements will be kept clear of all obstructions. No buildings or AND HOLD THE OWNER AND ENGINEER HAPLESS FROM ANY AND AL SOIL ENGINEER., walls shall be placed within easement limits. Temporary improvements are LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF PROPOSED COLORED GRAVEL LAKESHORE ENGINEERING. 18. The soils engineering investigation dated November 7,2024 prepared by subject to removal at owner's expense. WORK ON THIS PRO✓ECT EXCEPTING FOR LIABILITY ARISING FROM THE 62811 HOSE CIRCLE Lakeshore Engineering,Inc.and the engineering geologic investigation dated March SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MURR/ETA, CA 92562 TEL 951-329-6730 November 7,2024 prepared by Lakeshore Engineering,Inc.shall be considered a part 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND QN of this grading plan and shall be in compliance. PUBLIC RECORDS, ARE INDICATED W/TH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH UTILITIES 19. A registered civil engineer or licensed land surveyor shall submit certification of THE IMPROVEMENTS HEREON, AGREES TO ASSUME RESULTING LIABILITY AND HOLD THE WATER.• ELSINORE VALLEY MUNICIPAL WA 7ER DISTRICT 9 9 y ENGINEERE HARMLESS FOR ANY DAMAGES RESULTING FROM THE building pad elevation. Where specific elevations are required,the elevation(with EX/STNECE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED 31315 CHANEY STREET respect to mean sea level)shall be given. If an elevation with respect to adjacent OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTEO AT INDEX TO PROJECT DRAWINGS LAKEE.•L INGRE,7A 92541-3000 VARIANCE WITH REPORTED OR RECORD LOCATIONS THE CONTRACTOR IS ground surface is required,the actual distance above the adjacent ground shall be REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE PHONE.• VER/ZON given. UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE STIE SHEET N0, DESCRIPTION PHONE.' (800)483-5000 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS GAS• SOUTHERN CALIF. GAS 20. All property corners shall be clearly delineated in the field prior to commencement of OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1 GRADING PLAN TITLE SHEET an construction/grading. DECLARA TION OF ENGINEER OF WORK 2 PRECISE GRADING PLAN ELECTRIC.-SOUTHERN CALIFORNIA ED/SON CO. Y3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, PHONE: (800)655-4555 /HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS 3 EROSION CONTROL PLAN 21. Stability calculations with a safety factor of at least 1.5 shall be submitted by a soils COMPLIES WI7H PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE engineer to the Building and Engineering Departments for cut and fill slopes over thirty IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, / ASSUME FULL APPROVED BY THE PREPARER OF THESE PLANS SCHOOLS.,LAKE ELSINORE VALLEY UNIFIED SCHOOL D157PICT 9 9 9 9 P P y RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE feet(30')in vertical height. SIGNATURE OF THESE PLANS BY CAA FOR THE CITY OF LAKE ELSINORE, AND THE REVIEW 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. OF THE PLANS BY THE CITY OF LAKE ELSINORE, IS A REVIEW OF GENERAL COMPLIANCE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES 22. A final compaction report will be required for all fills realer than one 1 foot. WITH D/57R/CT STANDARDS. THIS APPROVAL /S NOT A DETERMINATION OF THE 7ECHN/CAL PRIOR To BIDDING FOR CONSTRUCTION. P P q 9 ( ) ADEQUACY OR ACCURACY OF 77-IE DESIGN OF THE IMPROVEMENTS: SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR 7HE DESIGN OF 7HESE 23. If steep sloping terrain occurs upon which fill is to be placed,it must be cleared, IMPROVEMENTS SOILS ENGINEERS CERTIFICA TE keyed and benched into firm natural soil for full support. Preparation shall be approved y -� ? 20 THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERSIGNED AND FOUND TO BE IN by a registered soils engineer prior to placement of fill material. Slopes greater than 5:1 12/ /2024 CONFORMANCE WITH THE RECO DA77ONS AND SPEC/F/CA77ONS OUTLINED /N THE SOILS AND are required to be keyed and benched. ELIE G. FARAH RCE 42080 DA7E GEOLOGICAL RECONNAISSANC EPARED FOR THE DEVELOPMENT. �i 1/09/2025 24. The soils engineer should inspect the construction in the following stages: V1\ FEN YON RCE 37442 w EN qOO G DATE EXP.6-30- 9 a.Upon completion of clearing and during excavation and before backfill of alluvial, DIAL TOLL FREE xs 6/30/26 c colluvial and terraced areas and any substructures. 1-800-227-4133 REVIEWED BY: D.CHOW CAA 1-13-2025 qrF 01C oaf OF CAA LF AT LEAST Two DAYS FIRM MAP PANEL #06065C2037G, ENG-2024-00358 b.During all rough grading and operations including pre-compaction,benching and filling BEFORE YOU DIG EFFECTIVE DATE 812812008, operations. UNDERGROUND SERMCE ALERT OF SOUTHERN CAUFORNIA ZONE X GRADING PERMIT NUMBER 2024-00358 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: EIE FARAD INC COROLIBERTY A ER Y9DRIVE BASIS OF BEARING.- MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE PHONE(951) 898-0772 �pR�FESSI0N9 USING THE CENTER LINE OF CHESTNUT STREET AS BASIS OF CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE CIM&7RAFMC EVG7NF.ERI NG ,��2�`'�� FA Fy BEARING N18'29'30'E PER RECORD OF SURVEY,IRS 11 B/34 LAND SURVEI7IQ&CUI=EX'1MM�d�T ? PRECISE GRADING PLAN 7 PREPARED UNDER THE SUPERVISION OF: A / �✓✓V 1 I EXP..C4202026 AT ELSINORE,RIVERSIDE HE INTERSECTION S THE NWC PROSPECT ST AND 3/12/2025 -j- - * * SCALE: 1"=10' OF SHEETS N�.C42080 SOUTHEAST CORNER OF THE INTERSECTION C OF SOUTH MAN HOT STREET WD PROSPECT CHESTNUT ST RE�fdON HABIB, RCE No. 83156 DATE 12/20/2024 �. .• STREET.AT HOT HE SIDEWALK. HOTEL,IN THE '9T C1V1�- �� BRICK WALL AT THE SURVEY STANDARD A UNITEDCITY FILE No. CITY OFGINEER LAKE ELSINORE EUE G. FARAH, P.E. DATE F OF CA1F� SSlAMPED"11305TES .AAND s�RTIC .DISK APN-373-151-003 R.C.E.42080 LIC. EXP.03-31-2026 DATE: 12-20-2024 ELEVATION:1306.07J 25-043 IN3�439 II CONSTRUCTION NOTES - - - - - -QUANTITY 1 I I I (DCO TD NSTRUCT 16' WIDE DRIVEWAY PER CITY OF LAKE ELSINORE S �1 " I PLAN 117. - - - 1 LS 135 O2 CONSTRUCT 6" CURB PER CITY OF LAKE ELSINORE ��� 138 t3st 1360'32^� 15.5 I STD PLAN 202. - - - - - - - 20 LF SCALE; 1'=10' k ' 7 ��' 1362 NGO3 CONSTRUCT 4" REINFORCED PCC DRIVEWAY WITH #4 REBAR I ®18" OC BOTH WAYS 450 SF 2 5455) ,�t35543)\ 35eo00o 9 300 t36 - PL 65) ®CONSTRUCT 2TE RADIUS PEA GRAVEL PIT, 8" DEEP FOR 364 I I ) DRAINAGE WATER TREATMENT PURPOSES 2 EA 10 5 0 SO 20 13 NG h a (1358.10 FG) ;K '1-0b7G ^ �° 0 10 T136606 O EXTENDED FOOTING. SEE LIMITS ON PLAN. - 37 LF +(G �'7 o Ge ^ J�j 1365.44) 25) N 36 lSWQ FL13s55 t�66" ©CONSTRUCT RESIDENTIAL CURB DRAIN PER CITY OF LAKE 1'=10' GRAPHIC SCALE 135e.3o Fc 1 0 I EP Q ELSINORE STD PLAN 303. 1 LS (1358.30 FG)yh IQ ��`ti " 6 y n 3 / ` 4 { F. m t 5 `^ N I O7 INSTALL DRAIN THRU WALL WITH GRAVEL 1 LS TINU2 N v I EXIST.R/W N �g ®INSTALL VARIABLE HEIGHT 4' TO 6' RETAINING WALL TYPE 1 PER "+ g **FF 1365.95*** �1 I t.'1 CITY OF ELSINORE BUILDING AND SAFETY DEPARTMENT STANDARD PE/1 365.45 1 g1) DETAIL. UNDER SEPARATE PERMIT. 720 SF Q ) 0 G6 2�. _, 4g) B °" Q9 INSTALL 4" ATRIUM DRAIN AND 4" PIPE DOWN AND THRU =`� 1© BASE OF WALL.SEE DETAIL E BELOW - - - - - 1 EA Ex care O TOP OF SLOP,�y�kgFG p0gW1 Z 'o OPE 10 1 g•Wµny RELOCATE SIGN. _ - - - - - 1 EA j35 67)i354.62) j356.17) 6Z74) �1 FF "(c '(G /�M!O i3ss.02 Fs 11 SAW CUT AND REMOVE SIDEWALK, CURB & GUTTER, AND 5'MIN L J N N o 0 ED) �i� s.e8) 11 EP 6 36$'it) O 1' WIDE ASPHALT PAVEMENT. - - - 1 LS j CHESTNUT ST Gp�p t 3 spy 0 SW 7 G .59 G 67 6774Jj 13W , Q 1 FL 1© CONSTRUCT FULL DEPTH ASPHALT TO MATCH EXISTING o 3 v *** *** R\� 38 1 .0 I PAVEMENT STRUCTURAL SECTION.- - - - - - 24 SF m t�0 L FF 1 �0 N P 1 o 13 CONSTRUCT 4" REINFORCED PCC DOOR LANDING WITH #3 SIDE/WALK P 13 4' 5' 28• 6N`IT I REBAR 018" OC BOTH WAYS 36 SF P ELE Q N CY) a I 14 CONSTRUCT 4" REINFORCED PCC 3' X 7' TRASH PAD WITH #3 2X M . d j 13 .%' . I v '. I REBAR 018" OC BOTH WAYS 21 SF " MAXN Z 0 15 CONSTRUCT 4" REINFORCED PCC AC COMPRESSOR PAD WITH 12"MIN. FOOTING(SEE ..EXTRA DEPTH OF FOORNG TO BE h� 8' ALL '(1 1368.46f DIMENSIONED ON PLANS #3 REBAR 018" OC BOTH WAYS - - - - - - 18 SF FOUNDATION PLAN) ^ WFF (1 00 Fc) (36536) SIGN I 16 CONSTRUCT 4" REINFORCED PCC SIDEWALK WITH #3 REBAR SECTM A Q F NOE/ ,,�5. Nc/ ash) 018" OC BOTH WAYS - - - - - - - 140 LF N>s t�4,96)OOGNT .� s T 3$ 136s 7) 1© CONSTRUCT 2-4" PVC PIPES. - 10 LF IR o 613.91 v 1368. '(13 9 EP�I.„I�t369'7�11t 69 )I 18 PROPOSED 3" THICK COLORED GRAVEL.- - - 1350 SF 0 5 EP h CL " 136923 G 5 4. o 14' v 8 lW 1368.2s ( L 8 !_�gJi) C �o C � ; MN 15 Q " 3 NG 4iG6a_ /-4 N G " PAD ELEV W I 2"1 SLOPE h -EXTRA DEPTH OF FOORNG TO ^ *** 1365.95*** ,5��''°� T 37023) (1370.62) ORA IEL O BE D/M£N9pVED ON PUNS FENCE PL 1365.45 ,�6 17 NG 137041 t 45) j370.45) EP 1 1.08) 12"MIN. FOOTING 2SMIN R� 5 1�pU T S F 1369 5 '1 L (137052) G 5 ( 20R MAX Q N W L ) FL E FOUNDATION 3 W GH4 �� � I EP PLAN) ____� I IR N NG58. 2) g e SSA _ /�`� wl r s 25. SECTION B GRanDG �t I Q A NIS M s d p5 4' 11.45 V 9 7(1361. FC) NG6A n R I " I DRAIN INLET AND B' (�371.EP j21Q11243 I INDICATED ON PLAN j WERE B 2� 'L N 1t 16 1371.72J�f G5 �18 R 0 w1 I 1371 FL I ORAIEL UP TO 24' 2 goo 16 , D 9j OF TOP OF WALL 'tea 4 17 1370.8 1 70.77J 71 V I € wAPEDIN BURLAP 0ELEV 29G : N PROPOSED WALL W p 9 'S N 1370.9 f 1) 137.65) AND COVERED 81RI _ *(i37137256 F GRAVEL EP 1372.91)o GWA1 �?b 2' I� fi y ' {{ L" 7py7 I 1 0.4D)(�31 +l 7�.2 p 90 110.T AX e J35981) 36� t ,��j69 //0) FL 1 3) 7)� ECR 4 0) 6 12 MIN. FOOTING(SEE $0)E 0 5MN 11 \ GT fl FOUNDATION PLAN (73632B J N 1 31'37 W 6.O R 370 13>P IERIAL 1) - 5 5-) -6 72) 1359.79) SN BI 6) (1370 ZS W , 1, 9) 1135 - (13 _ j358.9)5 7359. 4 EX/S77N ONCRETE IDEW L - _ - - 1 8 �/0 1310 1 7p.8 - 3730 6 ff EXTRA EPTH V FOOITNG 7D BE Wj 1374.99 D/MENSAVED OV PLANS ,� __ 35 6Qb)- TC 6.81) 51G 1570.24) 7p.74) EP 2g3) BCR - DETAIL ESECTION C EX/SONG "FO 5 1359. C 137016 EC� "It 737 137.27 Not mScale '\' GROUND -(i G328 6 69.66 F j0,84) FLj310) MO �(13 4.55) E 134'76 12 (1366.3 - FC - -+(-i 1 y I �(1359.3) ) 79• 21' R 1372 49 ER (374 55) F EP f7 1369,85) W EP 31' 1 (1372.3)� V 1372 78J 3 77) EX/STING SP LT STIR ET 72 4) ( ) WV EXIST.R/w O CL s 3�7' s 6 a 62sg2) 3669.9t) 70.7 N,V 72 g3)L55411 CL CL N77313 4 yz G L E 2� �, ��65 p') PROSPECT STREET (I375 4) 1 70P OF SLOPE EF\ WN N �3 .55J (136312J (136520) 1,6581) (1369.14) 7370.13 (1375.19J IJ75 12�,,J/5,933) ? 3'MIN $ 59 4) o" TIC 362_g1) -° FH FL 66.00) FC\ BCR 3j3 g7) EP �75�F) .I PROSPECT ST - 36CP19�°" 1,"3-T3 - - - 1366.CJ - �O�g}°" AE °"(137 5 5 5 PP48 64 - 6 00) g 39) p T/N C N A ) 9$) I b�) F m 1.4 5 360 23) EXIS CRETE SIDE LK_= 736 25)3 \,E31" �373. 4 (13 .6J/1 ' ,^ .9EWALK EP Q 2R MIN OS MAX LLJ12"MIN. DOTING EE FOUNDATION PLAN) DIAL TOLL FREE 1-800-227-4133 II ••EXTRA sra�,'Eo���sNc m BE AT`EAST WG°AY5 ***SLAB THICKNESS PER STRUCTURAL ENGINEER*** �'TM D BEFORE YOU DIG NT5 UNTE-OUND SE-E ALERT OF SOUTHERN CALIFORNIA ENG-2024-00358 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: IM FARAFZ FNC CORONA LIBERTY BASIS OF BEAR/NG. MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AN CITY AND STATE PHONE 951 898-0772 �pROFESSIpN9 USING THE CENTER LINE OF CHESTNUT STREET AS BASIS of SHEET D OR 2 LAWS AND A PERMIT MAY BE ISSUED CIVIL& ffiVGFNFFltIlVG �� F4 F BEARING NIB•29.30"E PER RECORD OF SURVEY,RS 118/34 CITY OF LAKE ELSINORE ti� ^,� �3. LAM SU]rvZW d&C0IVSTREXFM A14MCAAHNr PRECISE GRADING PLAN 7 PREPARED UNDER THE SUPERVISION OF: A J EXP.. 2 2026 AT ELSINORE,RIVERSIDE COUNTY,AT THE NWC PROSPECT ST AND 3/12/2025 �"� >2 20 2024 * NO.C42080 * SCALE: 1"=10' OF SOUTH CORNER of THE INTERSECTION OF SHEETS R-MON HABIB RCE 83156 DATE 1 `I' Q' OF STREET, A MIN OT STREET AND PROSPECT CHESTNUT ST FILE No. / ✓' \ BRIM AT H07 SPRING HOTEL.IN THE CITY ENGINEER 9T GI V1� �� BRICK WALL AT THE SIOEWALR.A UNITED R.C. .4 FARAH, P.E. DATE f OF CALL\O SA>,�cco 05 µs�RE�o DISK, R.C.E.42080 LTC. EXP.03-31-26 DATE: 12-20-2024 EUEVVA110No1JO8oT7 APN-373-151-003 25-044 Erosion Control Notes �4-30> r l � � � � � CONSTRUCTION NOTES-BMP S 1 1. All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance Nos.529,772,1237, INSTALL SILT FENCE PER CASQA STORMWATER 1004,construction site Best Management Practices(BMP's),and standards outlined within the Lake 11 BMP HANDBOOK, SE-1 Elsinore Design Manual h� `Z $ I , 1380 :�7 lI 2. The developer/contractor is responsible for any discharges by subcontractors. ^, o 12 INSTALL STABILIZED CONSTRUCTION ENTRANCE W/ RUMBLE PLATE L 1 $ 1361 7362 92 3. In case of emergency,call Victor Beristain at 626-421-5124(24-hour phone number). PER CASQA STORMWATER BMP HANDBOOK, TC-1 1362 NG 4. Devices to reduce erosion damage shall not be placed moved or modified without the approval of the W 1363 Director of Public Works or,in an emergency,by the person responsible for grading operations. " 5. Areas that are cleared and graded shall be limited to only the portion of the site that is necessary for 13 INSTALL SOLID WASTE MANAGEMENT PER CASQA g STORMWATER BMP HANDBOOK, WM-5 j 352 ,9 138 h 4 6) construction.The censtmction site shall be managed to minimize the exposure time of disturbed soil areas FF 5y) 1355g3)1 - - p10 1366.06 through phasing and scheduling of grading and the use of temporary and permanent soil stabilization. '1-60X ,� II ) 14 INSTALL CONCRETE WASTE MANAGEMENT PER CASQA j354. "(N0 0 Tp o 6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten (10)feet in height(temporary or STORMWATER BMP HANDBOOK, WM-8 ��"f136544) 1366 25) permanent)shall be stabilized if they will not be worked within 7 days.During the storm season,all slopes N 01 5 W3 I�(13655 shall be stabilized 24 hours prior to a predicted storm event.Construction sites shall be revegetated as 15 INSTALL SANITARYSEPTIC WASTE MANAGEMENT PER CASQA h `V EP 3 € early as feasible after soil disturbance and within 7-days of completion. STORMWATER BM HANDBOOK, Whi 7. Fill slopes at the tract perimeter must drain away from the top of the slope at the conclusion of each 1 h W g I 16 PROVIDE STREET SWEEPING AND VACUUMING PER CASQA NG v 1 working day. SE-7 AS DIRECTED BY THE CITY INSPECTOR. h 5 8. The contractor shall be responsible and have signs posted on the site to warn against public trespass into N 1QL w " W areas where water is impounded. Dust shall be controlled by watering or other methods approved by the City Engineer. 36191) 1 k o 5 10.Placement of devices to reduce erosion damage within the development shall be shown on the approved O 3 49) Plan. 18"MIN. Oj3 A. ^ B 3 = o 11.Desilhng facilities at all drainage inlets for the graded site shall be designed for a twenty-five(25)year,six II ^I z h (6)hour stone Intensity.They must be detailed on the plans.Design and specific recommendations shall t k be submitted for the following: 5 67) 4 62) 2 M1h 3. W a)Desilting basin volume based on gradient and nature of soils. 1/•� 13F )35 .(135 2 67.74) b)The extent of all graded areas and identification of any temporary soil stabilization measures. �i J NG NG �1 j g')8) III EP 6 36811) c)Size of desilting basin outlet pipe and overflow. Il 1367 1 5 1 j67 6774I/ 1C W d)Dike requirements.Show minimum wall width,slope of walls,percent compaction,etc. SW G G� L I e)Outlet conditions from the desilting basin shall not exceed downstream limitations,with the exception CROSS SECTION M °kS 3gAJ, I 136Z 08) I of overflow,which is to be designed to provide capacity of 1.5 times the maximum design flow. °o°0000000 „(1 7. P I 12.Necessary materials shall be available on-site and at convenient locations to facilitate rapid construction of WOVEN FABRIC GRAVEL BAG , + -o o0o N > s a ry p FILLED WITH COARSE SAND [ temporary devices or to repair any damaged erosion control measures when a 50%chance or greater of M v' I (MIN. WEIGHT 40 LOS.) 6 'S min within a 48 hour period is forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency (NOAA). 1 24" 1 OMIT 2 13.BMP's shall be maintained and inspected daily. All removable protective erosion control devices shown MIN. AVEL BAG Z shall be in place at the end of each working day when the five(5)day rain probability forecast exceeds fifty hh *(1 1366.a6) percent(50%). SIGN 1 6 14.After a rainstorm,all project generated silt and debris shall be removed from check berms,onsite public F ( 65 36) drains and pipes,drains and pipes of adjacent properties and desilting basins and the basins pumped dry. NGE�vyF ,"9r E Any graded slope BMP's damaged during a rainstorm shall also be immediately repaired.Failure to YY NO 3..96) Q 4 96)UGHT 5 vI I,. , I provide effective maintenance may result in ee erosion o $ 8'1369 7) )I 15.Discharging of contaminated soils via surface erosion is prohibited. IRpN o 6g.91 v 1368. j 3 93 EP� I'j69.7,�1 69 1 16.Construction access points shall be stabilized with a combination of rock and shaker plates year-round to ti 1 4 N 5 I EP CL "(136923) G 5' prevent track-out Routine street sweeping shall be performed on all paved streets where tracking is FRONT VIEW o 1� 1368.29 FL observed.Vacuum sweepers shall be used when street sweeping becomes ineffective. 3 IS J 13 �0 3b8j1) o NPDES I Storm Water Pollution Notes \/n� N/GRAVEL BAG DETAIL 015 Q 8 \J NOT TO SCALE d 5F 10 ^ N Z 1. The developer and his contractor are responsible for implementation and maintenance of the ZQ SWPPP-approved, pre-qualified BMP's from the California Storm water Quality Association(CASQA) 4) �'y b handbook/website for construction to retain sediments from areas disturbed onsite to the maximum extent practicable. The erosion control measures include those shown on this plan and applicable I 8 SWPPP as well as any additional erosion control measures(e.g., hydroseeding,mulching of straw, NG P. I 1 gravel-bagging,diversion ditches,retention basins,etc.)dictated by field conditions to prevent erosion SILT FENCE AS REQUIRED and/or the introduction of dirt,mud or debris into existing public streets and/or onto adjacent properties STREET SIDE ,Oh 1 ^ ,pFJ70 -1) (1370.62) = 1 during ANY phase of construction operations. GRAVEL BAG le upon request of VICE Tx (1 7 09) J0.41 T¢'r�9.4y) 70.g5) EP 1 71'°8) 2 at representativeorm ll of the Regional Waterution Prevention Plan SQuall)Control shall eBoard RWQCB -Santa kept on-site and ads AnaRegion and or the FE 3 NG 13 1;T� � 13 137052 G g y ( )- g j 3 5.W�pUGHT SW FI-�(1369 5) "(L ( S o City of Lake Elsinore. DEBRIS CONTAINMENT AREA IR N I 1 EP I x 3. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes TO BE CLEANED AS REQUIRED 1 11 3y8 2) 5 25' or pollutants off the site.Discharges of material other than storm water(non-storm water)are prohibited 1 NG 11 a except as authorized by an individual NPDES permit under the statewide General Permit-Construction / w Q Activity. (1.861.e'' g6 16g.3) I " 4.Potential pollutants include but are not limited to:solid or liquid chemical spills;wastes from paints,stains, _ FLOW + _ I G *(Q3'056� sealants,solvents,detergents,glues,lime,pesticides,herbicides,fertilizers,wood preservatives,and 11. ^ I asbestos fibers,paint flakes or stucco fragments;fuels,oils lubricants,and hydraulic,radiator or battery fluids;concrete and related cutting or curing residues;floatable wastes;wastes from engine/equipment NL PA TIO r a " = steam cleaning or chemical degreasing;wastes from street cleaning;and super-chlorinated potable water NATURAL 77MM 0O' (37182) from line flushing and testing.During construction,disposal of such materials should occur in a specified GRADED TO EP 723T2.a3)I and controlled temporary area on-site physically separated from potential storm water runoff,with ultimate DRAIN GROUND 1371.72J G -`t5W disposal in accordance with local,state and federal requirements. 5. Runoff from equipment and vehicle washing shall be contained at construction site and must not be discharged to receiving waters or the local storm drain system. GRAVEL BAG DETAIL 1.00% 6. Appropriate BMPs for construction-related materials,wastes,spills or residues shall be implemented to 1 NOT TO SCALE 71.411 eliminate or reduce transport from the site to streets,drainage facilities,or adjoining properties by wind or 60 �(1370.8 1 70.77) 11 runoff. NG N,G y 5/ 137o e) I 137.65) 7. Material storage and staging areas shall be established. Fuel tank,portable toilets,liquids,gels and EROSION CONTROL DEVICE DETAILS * Il I 36 0 -r0 BCR 137 137256)1 F powders shall have secondary containment and be stored away from all private/public storm water / 137031) G "Ir 1372 B7J o conveyance systems,sidewalks,rights-of-ways and flow-lines. 135 ) 36.3 ,-y6 0) FL 1,3) 7) ECR 4 0)O6 8. All portable mixers shall have plastic liners underneath with ravel bags places on the down-hill side of the SW 713137" 58.10' �l' - j370� 1 0.4Gr'(]3 (1372-2 0 9 9 9 _ _ ) �0)E COI SMH � G liners to contain discharges. (1363.28 N 13137"W 660.00' _� .,(370 1370 �(11374.21) 9. Controlled street washing will only be allowed prior to the application of asphalt seal coats and only when SILT FENCE CONSTRUCTED 1359.79 SW 5 W /"V ,,,{/ ER/AL all pertinent drainage inlets are protected. ALONG LEVEL CONTOUR n 355 5) - 13 6 72) _ i3yg.g)5 13gg) EXISDN ONCRETE /DEW L , _ _ - _� 8. 6) (13�7y0 P5 / \/�j37NpPIJ/ 70 8g) - j373.0 37�641 /374.9910.All construction contactors and subcontractor personnel are to be made aware of the required BMPs and SIGN _ 137024J 70 74) EP g3) BCR - good housekeeping measures for the project site and any associated construction staging areas. MAXIMUM F1x? 1 1g72 11.Discharging contaminated groundwater produced by dewatering groundwater that has infiltrated into the SLOPE LENGTH MAXIMUM TRIBUTARY 5.JJ 1359. )_ G 6 1370.16 696i�) g4) FL 137.27 construction site is prohibited. Discharging non-contaminated groundwater produced by dewatering AREA.25 ACRE 1 E -FE 63.28 13663 FL [ - -,�1 70 _ 110) n40 _ 13 4.55J activities may require a National Pollutant Discharge Elimination System (NPDES)permit from the / 44 TC 13E�.'76) 19' 21' �(1359.3 J P p (374.55) E OF FENCE POST EP 1369.85) 1372.49 E EP Regional Water Quality Control Board. 26 FILTER FABRIC 10'O.C. 'I- EP (13710 J W 12.Storm water runoff shall not be directed over any slopes without permanent down drains installed. Erosion G\WlU 1372 78) and sediment controls including maintenance are required on all exposed slopes until sufficient permanent $ FLOW (MAX) 77) EX/ST/NG SP LT STR ET landscaping has been established. 100%slope protection must be in place prior to the issuance of the 24 COMPACTED s 3 s §7 s in 62,g2) 366.12 9g1) j0.74) (1 H0) WV Sy4j7 final certificate of occupancy. BACKFlLL 3 s 6 s a _ ((�� 72. L 13.Vegetation clearing and brushing activities shall not be initiated during the wet season on any sites which CL GL N71313 G L F are not adequately protected with desilting basins or other temporary drainage se control measues. p2 6 MI 14.Stockpiles of soil shall be properly secured with BMP's to eliminate or reduce sediment transport from the MAXIMUM site to streets,drainage facilities or adjacent properties. SILT FENCE TURN LAST 6'OF WIDTH=500' vim, p1) 3762` FILTER FABRIC \ IP -"365 PROSPECT ( ) H 15.Stockpiles et soil shall be properly secured with BMP's to eliminate vehicle reduce sediment transport from the NO S. FENCE UP-SLOPE MIN. V 1375 4 M site to streets,drainage facilities or adjacent properties via runoff,vehicle trucking,or wind. Stockpiles EP inactive for a period of 14 days or mom shall be covered;active stockpiles shall be covered prior to a C j 13 .55) 1375 22��5 g3) forecasted min. 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. FL 7363 12 (1365 20) 1365 61 (1369.94J 1370.13 (137519J 17"/ _ 8 _ 59. 4) ( Tc 362 g1) F/1 L\ 66.00) FL� BCR EP E ply g9) 16.For project requiring coverage under the Construction General Permit,special attention shall be given to y, SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY C= ox -o"=ox o„ off= - off 373.g7) 3 5.9 preparation and installation of the Rain Event Action Plan(REAP)as required based on site Risk Level or STABILIZED. � j35�1 o =o= 36011g�o - - - j 363 1-3 - - o~ 366°01 r ��'` 1 70 off E off(137 61 as mandated by the Santa Ana Regional Board NPDES Permit,General Permit-Construction Activities. A ) 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT SW- - *fs 5W- - SW OC PP48 64oF I 17.At the end of each day of construction activity,all construction debris and waste materials shall be REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER I collected and properly Ells posed of in trash or recycle bins. 56 00) 58 39) .,��3 6�0 23) EX/571NG C NCRETE S/DE ALK 63 25) 1g71 ) 137398) j5' 18.The undersigned oivilyengleer,aqualified QSP and/or QSD will review placement of erosion control and OBSTRUCTIONS.ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR EVERY ACRE 3 - - __ 13 - _= 13 __ _- FCR CL (13 .64)/T insure that work is in accordance with the aooroved plans. DRAINING TO THE FENCE. EP 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING _ AROUND THE FENCE. < fi�� 1212012024 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE. CONSTRUCTION NOTES-EROSION CONTROL W ELIEG.FARAH,RCE 42080 DATE 6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. - 0 7. WHEN STANDARD FILTER FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL BE FASTENED DIAL TOLL FREE (n O INSTALL GRAVEL BAGS- TWO BAGS HIGH PER DETAILS HEREON SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I II I O 1 INCH LONG, TIE WIRES OR HOG RINGS. 1-800-227-4133 2 CONSTRUCT OPENING IN GRAVEL BAGS- 1 ROW OF SANDBAGS- SEE DETAIL HEREON AT LEAST w,°DAYS SILT FENCE DETAIL BEFORE YOU DIG 3O CONSTRUCT SILT FENCING - SEE DETAIL HEREON NNDERGRWND SERVICE ALERT OF SWTHERN CAIIFORNIA NOT TO SCALE E N G-2024-00358 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: IM FARAR M CORONA LIBERTY BASIS OF BEARING MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE PHONE 951 898-0772 �pR�FESS/pNq/ USING HE CENTER LINE OF CHESTNUT STREET AS BASIS OF SHEET 7 / <tiF. Fq F BEARING IN 829'30•E PER RECORD OF SURVEY,IRS 118/34 CITY OF LAKE ELSINORE �J LAWS AND A PERMIT MAY BE ISSUED LAM��� R,qy yCn EROSION CONTROL PLAN PREPARED UNDER THE SUPERVISION OF: A .3 I _ LXP o3 31 zaz6 N1NC PROSPECT ST AND OF 3/12/2025 -}" - AT ELSINORE,RIVERSIDE COUNTY,S THE N].C42080 * SCALE: 1'�-1 O� SOUMFIST CORNER OF THE INTERSECTION SHEETS ,n m OF SOUTH MN STREET AND PROSPECT CHESTNUT ST R MON HABIB RCE 83156 DATE 12/20/2024 STREET,AT HOT SPRING HOTEL.IN THE FILE No. CITY ENGINEER '9f CI V1� �� BRICK WALL AT THE SIDEWAI.x.A UNITED EUE G. FARAH, P.E. DATE F OF C A`1F0 S ATMccoL�ANDus�VERTG r olsx, R.C.E.42080 LIC. EXP.03-31-26 DATE: 12-20-2024 EIFVATON:1306.0n APN-373-151-003 25-045