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HomeMy WebLinkAboutVTTM 36117 & 36118 Ph 8 Storm As-Built 21 sheets_ i CITY OF LAKE ELSINORE STORM DRAIN IMPROVEMENT PLANS CANYON HILLS PHASE 8 VTTM # 36117 & 36118 GENERAL NOTES SHEET INDEX SHEET No. 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND f2) TITLE SHEET 1 UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINEDBY A ¢O INDEX MAP 2 ! SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY CONSTRUCTION NOTES &DATA TABLES 3 OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPES OR STRUCTURE WITHIN THE LIMITS OF THE Q DETAILS 4 PROJECT. THE CONTRACTOR 1S REQUIRED TO TAKE ALL DUE PRECAUTIONARY ~ - STORM DRAIN PLAN dPROFILE -TASSEL d WESTRTDGE WAY 5-7 MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, ""`°""• IV W WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE f" STORM DRAIN PLAN &PROFILE -PRIVATE DRIVEWAYS 8-19 PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE W SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. CANYON O EXTENDED DETENTION BASINS 20-21 CD 2 PUBLIC WORKS ALL R(LATEST EDITIONK SHALL ),AND STANDARD TO CITY DRAW DRAWINGS OF THE STANDARD IFCOUNTY OF RICATIONS IVERSIDE. HILLS NEWPORT ROAD IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS - ROAD AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR,FORTY-EIGHT (48)HOURS PROJECT HILLSIDE RESPONSIBLE PARTY FOR PRIVATELY PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951)674-3124, SITE DRIVE MAINTAINED FACILITIES EXTENSION 247,BETWEEN THE HOURS OF 9.00 AM TO 4:00 PM,MONDAY THROUGH A�y 4. CONTHUTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS pN�' ELSEG20 UNDOA PLACE,245E 120 APPROVED BY THE AND CITY ENGINEER WATCH UOR HIS REPRESENTATIVE.FAIIL RE TOIDO SO ON,ASN �P\�� (310)955-3100 TRAFFIC MANUAL SHALL REQUIRE IMMEDIATE WORK STOPPAGE. C, 5 E RESEN ATIVE ATOTHEAJOBR ITEEATIT SHALL BE THE C 'S ROALLBILITY TIMESTDURHAVE A ING CONSTRUCTION. LOS� ROAD SCOTT ROAD OWNER/DEVELOPER PARDEE HOMES 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE 2120 PARK PLACE,SUITE 120 UTILITY COMPCESSARY ANIESATION OF ANY INVOLVED,ATULEAST FORTYTEIGHTO(48)HOURS SHALL OTIFY ALLP PRIOR TO BUNDY CANYON EL SEGUNDO,CA 90245 (310)955-3100 BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.)AT 1-800-422-4133,AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED SOIL ENGINEER WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER CLINTON KEITH ROAD ALTA CALIFORNIA GEOTECHNICAL,INC. MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO 170 NORTH MAPLE STREET,SUITE 108 _ BEGINNING CONSTRUCTION. - CORONA,CA 92880 (951)509-7090 8. ALL UNDERGROUND FACILITIES AND LATERALSINCLUDING BUT NOT LIMITED TO CONTACT: TOM MCCARTHY SEWER,WATER,TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN - ENGINEER/CONTACT PERSON AFTER ROUGH GRADING,TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. A'REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. 10. ELEVATIONSALL EXISTING UNDERGROUND IC C STRUCTURES POTHOLED VERIFIED PRIOR TO CONSTRUCTION. THEENG ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE BARRY J. WA ,RCE •C46568 DATE REVISIONS SHALL BE IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY CONTACT PERSON:BARRY J.COWAN ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. v t C!N MAP 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION N T S SHALL BE REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. LEGAL DESCRIPTION 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE LOTS 1.2,AND 3 AND LETTERED LOTS 'A'AND 'B'OF TRACT NO.30496, 7 WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE IN THE CITY OF LAKE ELSINORE,FILED NOVEMBER 5,2004 IN BOOK 367 ! CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF OF MAPS,AT PAGES 17 THROUGH 25,INCLUSIEV,AS INST. INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT NO.2004-0880093,O.R.ON FILE IN THE OFFICE OF COUNTY REORDER PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. PROJECT CONSTRUCTION ALONG WITH APPROVED SET OF IMPROVEMENT PLANS. i BASIS OF BEARING THE BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF I LEGEND AND ABBREVIATIONS SHEET PERMANENT TREATMENT CONTROL BMPs THE NORTHEAST QDATER OF s£cT1DN ,,. AS PER TRACT 23484 4. N'89,16,06"W CURB& GUTTER.......................___.............C&G STORM DRAIN.......................___..____.........SO OUTSIDE DIAMETER.....................................DO DIRECTION OF FLOW...._..............._......... o EDGE OF PAVEMENT...................................EP SEWER._..............................................................SEW POINT OF CURB RETURN.......................PCR DAYLIGHT LINE .........................................-n- 20 EXTENDED DETENTION BASIN A r t FINISHED GRADE_...............................__......FG BOTTOM.............................................................BOT PROPOSED.......................................................PROP TOP OF SLOPE............................... ............._,._.._...... ......_,. ,_ TOP Of CURB.._.._....--------....----..._....TC RIGHT OF WAY...............................................R/W INVERT ELEVATION...................................IE TOE OF SLOPE..........._.................................. - TOP OF WALL.........._.....................-..............TW SEWER LINE_..__......_.._....________._._.._i, ® CURB FACE................_................................CF STORM DRAIN................................................. 21 EXTENDED DETENTION BASIN C -, FLOW LINE........................._.........___...........FL WATER LINE......................................... W BEGIN CURVE..._........._...._------_----......BC EXISTING STORM DRAIN.................._..... '- ,. L PORTLAND CEMENT CONCRETE.........PCC R/W...................................._...._.._......_......_.._ END CURVE............................................... EC CLEARANCE.....................................................CUR ASPHALT CONCRETE..._...........................AC FENCE.............................................._.................. .x.........._......... EXISTING............................__................_...._.._EX (,J AGGREGATE BASE........_......_.._.._......_ AB �T _... © EXISTING GRADE/GRADIENT...................I .f1` r STORM DRAIN DATA NO. ...___..__.__. D' CENTERLINE..................................-...............CL FIRE HYDRANT.............................................. (.. CONSTRUCTION NOTE ITEM NO. ....... ............................................ u, PROPERTY LINE.............................__...........PL 61 WATER VALVE � 4 $ CHANNEL_......_............._.........._.....................CH CAST IN PLACE.........................................CIP SEWER MANHOLE ..._................-................. t U- WATER ..........................._.._...._...................WAT RECLAIMED.WATER........_...............-..........RW SEWER CLEAN OUT_........................ ....... CAUTION! LOCATION OF EXISTING UTILITIES ON g e� THESE PLANS ARE APPROXIMATE AND w o SHALL BE VERIFIED BY CONTRACTOR I Sw4 6 VtuA1 aJItOI/S PRIOR TO CONSTRUCTION. U 4 o BENCH MARK. REVISIONS APPRV DATE SEAL: 21OUTHP0 TIDRIVE-SUITEvS J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ELEVATION: 1400.873(NGVD 29) LAKE FOREST,CA 92630 ' D - N THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESSf g49.588.0707 PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-70 c r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FA8)949.588.0709 CANYON HILLS PHASE 8 OF +„ DESCRIPTION:2.7 MILES NORTHEAST ALONG H o ENGINEERING COMPANY nckengineerings°m UNAUTHORIZED CHANGES m . RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 21 orange San Uiego-giverside-San WU Obispo-Bakersfield-SaaamenW-Phoenlz-Tuaon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE INTERSECTION OF RAILROAD CANYON ROAD BEFORE V T T M #36117 & #�6118 AND STATE HIGHWAY 71,122.0 FEET No. 46568 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG. Al_� � # * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED S ORM DRAIN SHEETS / flzo. {- - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o g, 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. KEN J.RUKAVINA,RCE•42866 DATE CIVIL •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 JI. �! Q cep, � 8��14/�1$ 2 INTERIM CITY ENGINEER Grp �' SCALE: SHEET SPECIFIC S MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAl1 TITLE HEFT s S o& TOP OF CONCRETE POST E-14-70. C. of bast 2 working days prior fo excavating. DESIGNED BY: DRAWN BY: BY. CITY OF LAKE ELSINORE BARRY J.C WAN,RCE •C46568 DATE DATE: C INDEX MAP Jti ........... f 0k ;) q (V z /... ................... ;::AV Z .......... 7e j 12 f =7. B 13 iw:. /i i ij 00 0100 -6.914 SYORM QjjkiN UkE/4'. TLtf wwu zoz 0. b., .2 Pluy F ic_I j SHEET INDEX MAP Y. �OPLUENbli FLOW 'T 010;%4.69�(FS) 0100 .......... El THRU [j9 STORM DRAIN PLAN & PROFILE CEI*2 GtO0=5.06(CF' [270 AND ❑ 271 7 EXTENDED DETENTION BASINS x f V 4cs "i It S =6. LEGEND ce =9. 12(1FS-1 i - �l i / ... STORM DRAIN J., ow 100 YEAR PEAK FLOW RATE(CFS) ��l b f 4, V k PW M DRAIN LINE to =35.50 (CFS) 0. \_C ERCIAL LATERALl A A' 400 600 200 100 0 200 0100=576.80(CFS) GRAPHIC SCALE 1"= 200' (PER POO HYDROLOGY REPORT) A,-0/lebF 0-6 6 V-v '6L BENCH MARK: REVISIONS APPRV DATE SEAL: �XIJTIH PSO T DRIVE SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS CITY OF LAKE ELSINORE SHEET E FoaE T!N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH Eswv 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 2T DIG ALERT 'THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR I, PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 fA%Jh0*,Q'V6 "y. 3>11-7 CITY AND STATE LAWS, A PERMIT CAN BE ISSUED, DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGfNEERINO COMPANY H,k­gI-mg.- UNAUTHORIZED CHANQES., CANYON HILLS PHASE 8 OF 4= RAILROAD CANYON ROAD FROM THE CALL ll�� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD 5.Dieg.-Rl­iak-S.L.b Obi,p.Bk—fidd 5­­.-Phoenix-Tucson VTTM #36117 & #36118 21 BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN F, NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE SHEETS -1853732E.1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE 41, CIVIL SCALE: SHEET SPECIFIC' . FILE NO. M UNDERGROUND SERVICE ALERT INTERIM CITY ENGINEER r c4vo�_ MARKER POST,A BRASS DISK SET IN THE CHECKED OF CA 6 5 TOP OF CONCRETE POST E-14-70. Cal at imf 2 working days"'a,to excavating. DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE BARRY J.'COWAN.RCE -CA6568 DATE [DATE: INDEX MAP -------------- i i CONSTRUCTION NOTES QUANTITY ESTIMATE STORM DRAIN ANNOTATION No. DELTA OR BEARING RADIUS LENGTH REMARKS 20 CONSTRUCT 18"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 1,120 LF 041 1 6 I9°59'39" 45.00' 39.27' LINE "A-13" 7,131 9' 1335.19 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 0=12.25'OS" 300.00' 65.02' LINE "A-13" i 21 CONSTRUCT 24"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 1.882 LF AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 6 N20°23'59"E 7.74' LINE "A-13" 8"(TYP) 22 CONSTRUCT 30'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 566 LF 6=78°54'08" 45.00' 61.97' LINE "A-1 3" - - - AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 12' 23 CONSTRUCT 36"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 1,531Lf 8 -13°59'07" 810.00' 197.71' LINE "A-13" AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 9 S85°19100"W 138.14' LINE "A-13" i 24 CONSTRUCT 42'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 405 LF 40 A�0°45'37" 1000.00' 13.27' LINE "A-13" Q 30.46' --i SEE SHEET 5 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 41 6�0°45'37" 45.00' 63.43' LiNE "A-13" w 25 CONSTRUCT 48"RCP PER PLAN,PIPE BEDDING PER CO STD DWG NO M815 b151Lf �_ ■' �� AND SECTION 306.1.2 OF THE STANDARD DINGSPECIFICATIONS RCF 42 505°19'00'W t93.27' LINE "A-13" 26 CONSTRUCT 60'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 140 LF 4 6=04°45'22" 310.00' 25.73' LINE "A-13" T ' AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 44 1 A44°20'31" 45.00' 66.24' LINE "A-1 3" 27 CONSTRUCT MANHOLE N0.9 PER RCFC&WCD STANDARD DRAWING NO MH251 13 EA 45 1 S74°19'07'V 28.69' LINE "A-1 4" MODIFIED U TYPE HEADWALL ' 28 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STANDARD DRAWING NO MH252 1 EA 46 1 558°21'47"E 28.14' LINE "A-1 5" DETAIL F O R LINE "A" ' 29 CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING NO MH254 9 EA 4 6=63°16'59" 45.00' 49.70' LINE "A-16" NO SCALE AI, 30 CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD STD DWG NO JS227 4 EA 48 1 S78.48'33"E 90.12, LINE "A-iiG (SUBSTITUTE TRANSITION STRUCTURE NO.3 PER RCFC&WCD STD DWG NO TS303 49 1 6-91°41'39" 45.00' 72.02` LINE "A-16" VWE'R-35' FOR JUNCTION STRUCTURE NO.2 IF HOPE IS USED) W 9323.10 SEE SHEET 1T 31 CONSTRUCT SLOPE ANCHOR PER SPPWC PLAN 221-2(SEE DETAIL SHEET 3) 11 EA 50 6 08°56`30" 652.00` 101.75' LINE "A-16" 13 66.77 51 N64°10'31"E 21.55' LINE "A-17" N ' N 32 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 16 EA 52 S55°49'29"E 21.76' LINE "A-18" H D P E NOTES: 33 CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CB100 32 EA 5.50' 8"(TYP1 (H AND W PER PLAN).INSTALL 3%t51/4"DAS MANUFACTURING INC.OURACAST STORM 5 N25°19'00"E 20.32' LINE "A-10" - 1. HOPE PIPE SHALL BE TYPE S(CORRUGATED EXTERIOR,SMOOTH INTERIOR) DRAIN MARKER MODEL•NDL('TWO DUMPINGI-DRAINS TO LAKE% 54 N34°41'00'V 21.94' LINE "A-20" - 2. ALL HOPE PIPE JOINTS SHALL BE WATER TIGHT WITH BELL/SPIGOT WITH 34 CONSTRUCT CURB INLET TYPE'B-2'PER SAN DIEGO REGIONAL STANDARD DRAWING 2 EA 5 554°4l'00"E 22.21' LINE "A-21" r� NO D-02(SEE DETAIL SHEET 4) L. £ 12.32' 1~ GASKET PER CALTRANS STANDARD SPECIFICATION 61-1.010 35 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 32 EA 6 507°49`45'E 3.26' LINE "A-22" 1316 7W r -1 3. HOPE PIPE SHALL MEET CALTRANS STANDARD SPECIFICATIONS SECTION 64. (CASE PER PLAN) - 57 1 6=45°09'36" 45.00` 35.47' LINE "A-23" 4. INSTALLATION,BACKFILL AND BEADING OF HOPE PIPE SHALL BE PER 36 CONSTRUCT CATCH BASIN TYPE F PER SAN DIEGO REGIONAL STANDARD DRAWING 2 EA 58 1 S71°57'22"W 80.62' LINE "A-23" CALTRANS STANDARD SPECIFICATIONS SECTION 64,CALTRANS STANDARD NO D-O7.INSTALL 3-xSV4"DAS MANUFACTURING INC.DURACAST STORM DRAIN , PLAN A62F AND PER MANUFACTURER RECOMMENDATIONS. MARKER MODEL•NDL VNO DUMPINGI-DRAINS TO LAKE) 59 A=36°23'49" 220.00' 139.75' LiNE "A-23' 5. GEOTEC14NICAL ENGINEER SHALL INSPECT AND APPROVE ALL PIPE BEDDING (SEE DETAIL SHEET 4 AND THIS SHEET) 60 1 N35.33'33"E 13.96' LiNE "A-23" MODIFIED U TYPE HEADWALL AND BACKFILL REQUIREMENTS. 37 CONSTRUCT MODIFIED U TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING 2 EA 61 637°O1'19" 45.00' 44.78' LINE "A-23" DETAIL F O R LINE "A-3 5" NO 0-34,0-35A & 0-358 (SEE DETAILS SHEETS 3& 4) 38 CONSTRUCT WING TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING 4 EA 62 S43.36`45"E 20.79' LINE "A-24" NO SCALE NO D-34,D-35A & D-35B (SEE DETAILS SHEETS 3& 4) 63 S07°31'29"W 20.79' LINE "A-25" 39 CONSTRUCT RIP RAP APRON PER DIMENSIONS AS SHOWN ON PLAN 78 CY 64 N39°02`14"E 39.19, LINE "A-26" 65 S24°02'14"W 64.96' LINE "A-26" 40 CONSTRUCT CATCH BASIN TYPE-15 PER SAN DIEGO REGIONAL STANDARD DRAWING TEA Y A B NO D-O8,D-11A,D-718,D-13& D-15..INSTALL 3%c51/4"OAS MANUFACTURING INC. 66 6�11°26'06" 45.00' 71.81' LINE "A-26° Pt1R sLDP,Hy TR[Nai wAa FoR v TICAL FOR sLaPINg YFFNctF WALL FaR vFaRacai yy-ArE1 FOR sLoartic rRCNa,WALL rota vERnp v<TRENCH wAu_ DURACAST STORM DRAIN MARKER MODEL•NDL(%JO DUMPINGI-DRAINS TO LAKE% , „ LINE „_ „ i TRH eNCH WALL �y TRENCH WALL A�o� ----'�i-- O (SEE DETAIL SHEET 4) 69 A=68°10'48" 500.00, 78.54' LINE A-26" mm z "� 940E a I 1- t ^1 so m M ' ERprpE - (,s „ e^ aoD nm, aoO mm g I TRENCH WIDTH 41 CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD STD DWG NO JS229 2 EA sl0>1ARS sl 42 CONSTRUCT MANHOLE FRAME& COVER PRESSURE TYPE PER RCFC&WCD STD DWG NO MH256 2 EA - - •o' .I .` 0 A�6°49'17" 600.00' 71,43' LINE "A-26" §i 71 N48°18'16"E 102.18' LINE "A-26" ) a^:a^(,00mm.lmmA) +s' +k°m STORM DRAIN ANNOTATION REOWD°°°°" 4m I ' 2 A�8.39'32" 220.00' 33.25' LINE "A-26" OR z^D mm>aALv»Re j_ m � No. DELTA OR BEARING RADIUS LENGTH REMARKS 3 A=73°05'51" 45.00' 57.,11' LINE "A-26" pipE TRENCH WALL 1 547°47'55"E HOR 48.42' LINE "A" 4 N16°OB'04"W 5.05' LINE "A-26" EEMIweEMC FED pp f 2 S12°12'05"W 13.02' LINE "A" 5 S84°02'14"W 29.73' LINE "A-27" w"cRE E C°POD1sJ�aN i < 3 S47°47'55'E 197.21' LINE "A" 6 N35°57'46"W 29.73' LINE "A-28" ANCHORwTc Ili 1a m} 4 �77°40'07" 50.00' 67.78' LINE "A" N18°44'24"W 21,55' LINE "A-29" 1s 5 N54°31'58"E 102.28' LINE "A" 78 S10'14'i1"W 42.88' LINE "A-30" ALTERNATE 1, I. o i 6 6-10-11'03- 750.00' 526.01' LINE "A" 79 S24°02'14"W 25.94' LINE "A-30" ALT€RNA7r l • +r M 7 S85°17'00"E 240.41' LINE "A" 80 S24°02'14"W 35.99' LINE "A-30" �; r �j ONDs uaBED EARTH B 6-15°35'38" 45.00' 12.25' LINE "A' 81 636.04'52" 220.00' 215.34' LINE "A-30" SECTiON C--IL A 9 &-=65.27'2711 45.00' 51.41' LINE "A" 82 S80°07'06"W 49.14' LINE "A-30" °aoONo uNe Y SECTION s-8 SE5LnONI A-A 10 1 S03°38'40"W 184.02' LINE "A" 83 1 N44°35'18"W 27.65' LINE "A-31° SACKFILL TABLE B, 11 1 6�69.36'26" 425.00' 516.32' LINE "A" 84 1 S84.13'53"E 27.12' LINE "A-32" STABILDDERS ,ROUND SLOPE rAe a T ?OPF4 12 1 S65°57'46"E 123.30' LINE "A" 85 1 S25°05'01"W 22.88' LINE "A-33" AaE x;I Cl O TABLE A 13 1 S70°28'02'E 25.03' LINE "A-1" 86 1 S39.52'54"E 21.65' LINE "A-34" -�M-I I 1 us a L \ / 14 N10.28'02"W 22.62' LINE "A-2" 8 N44°34'35"E 76.14' LINE "A-35" Z1 r as5 m i\ SLOPE.°n DISTANCE DISTANCE 15 N43.48'23"W 21.82' LINE "A-3" 88 N26.11'53"E 9.46' LINE "A 35" ELEVATION 3: ' ' 6.0 r1(aoo) (MAID 1,20 3:t 2D' 6.p m 900 12(3.88 m) 4'(1.2D m) Q WING-WALL / 16 S16°25'43"W 5.65, LINE "A-4" 89 N62°23'52"E 130.10, LINE "C" BACKFILL STABILIZERS eT L4(4.25 m) W(2.40 m) 1 &28°56'53" 45.00' 22.74' LINE "A-4" 90 6=41°00'04" 90.00, 64.41' LINE "C" ELEVATION I� so s (4so m) 1z tsss m) EXISTING „ PIPE ANCHORS YL✓y. � }}}III " ' 40 /8'(B.SD m) 18'(5.50 m) o GOURND GL 18 N12°56'S3"W 74.08' LINE A-4" 91 A=06°39'45' 400.00' 46.51' LINE C" �TA g�LI�E��: + a 100 R 19 A=40°37'36" 45.00' 31.91, LINE "A-4" 92 N69°49'21"W 122.38' LINE "C" ss zo ts.00 m) zo'(e.aO m) 20 1 A=32.39'37" 45.00' 25.65' LINE "A-4" 9 N50.48'59"W 13.59' LINE "C-1" NOTES: L REDWOOD BOARDS SHALL BE 2`x 12"(50 x 300 mm)WHERE DEPTH OF COVER { i c 21 630°53'33" 160.00' 142.12' LINE "A-4" 94 N36°12'25"E 27.82' L[NE "C-2" OVER PIPE PERMITS.OTHERWISE USE 2'x 10"(so z 250 mm). ANCHORS i }l i a ° 22 6 17°50'11" 380.00' 118.30` LINE "A-4" 95 509°24'17"E 28.05` LINE "C-3" 2. REDWOOD BOARDS SHALL BE PLACED ON THE HIGH GROUND SIDE of THE POSTS. =:e , 3. EACH$EDWOOD BOARD SHALL BE FASTENED BY USING 2-96d NAILS TO EACH 23 N59.26'13"W 35.51' LINE "A-5" 6 A-54°40'13" 45.00' 42.94' LiNE 'D-1" REDWOOD POST OR A SIB'(10 MITI)BOLT AND NUT WTH WASHERS TO EACH £y 24 S65°16'13"W 23.79' LINE "A-6" 97 N04°01'42'W 187.14' LINE 'b-1" GALVANIZED PIPE ALL HARDWARE SHALL BE GALVANIZED. NOTES F RIP-RAP r 4. TRENCH BACKFILL SHALL BE.CONSOLIDATED BY MECHANICAL COMPACTION.IN LIEU y PER SEPARATE 25 A=11°46'54" 45.00' 9.25' LINE "A-6" 98 A--33°21'52" 90.00' 52.41' LiNE D-i" OF MECHANICALLY COMPACTION,SOIL CEMENT MAY BE.USED; HOWEVER.THE TOP 1.ANCHORS SHALL.BE CLASS 450-C-2000(255--C-14)CON TE• :.R 26 S77°03'07"W 33.28' LINE "A-6" 99 S37°23'34"E 86.18' LiNE "D-1" 12"(300 mm)OF BACKFILL SHALL BE NATIVE$OIL,MECHANICALLY COMPACTED. ° CUT-OFF WALL TO EXTEND 3.FOR CLAY PIPE,ANCHORS SHALL-NOT BE BLADED W1RdN e' 150 mnj OF THE PPE,JOINT. 2 S18°3i'39'W 18.69' LINE "A-7" 0 6�6°59'54" 90.00' 42.41' LINE "D-1" 5. SPACING OF PROPORTIONED FOR GROUND STORES BETWEEN VALUES SHOWN IN TABU 3-TRENCH SHALL BE BACKFILL PER NOTE a ON SWEET;2 " FULL LENGTH OF WING-WALLS „ "9"MAY BE T OPMRTIONED, $ 28 S18°21'03"E 29.35' LINE "A-8" 0 510°23'40"E 26.37' LINE D-1" 4 $PAMING OF ANCHORS FOR PIPE oPEs 9ETWEeN VALUES 511M1111N TABLE"a`MA5 E PRtSP*MONED. .a fi. THE CONTRACTOR MAX AT ITS OPTION,SUBSTITUTE DOUGLn$FIR FOR.THE REDWOOD - 0 0 29 N57.06'51"E 21.50' LINE "A-9" 01 1 A=5 H1.52'33" 45.00' 40.74' LINE "D-t" PROVIDED IT 14AS SEEN TREATED WIT PR¢SERVATIYES, m DEEPEN CUT-OFF WALL o SECTION N-N 2.5'BELOW PROP RIP-RAP 0 S62°53'09"E 21.82' LINE "A-10" 0 N62°16'13"W 6.54' LINE '10-1" STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION g o ci / // r, STANDARD PLAN PIPE ANCHORS NO SCALE 31 $25°17'00 E 21.50' LINE A-11" 0 507°36'26 W 25.45' LINE D-1 A" STANDARD PLANS r PUBLIC WORKS GONSTRucTION 2 N11°39'01"W 33.71' LINE "A 12" N37.28'54"W 16.25' LINE "D-1A" 221-2 "` AND BACKFILL STABILIZERS 221- PIPE ANCHORS Aldo BACKF7LJ. STABILIZERS �.,.�,�, N57°58'54'E 13.76' LINE "A-13" 0 S69°4B'39"E 94.72' LINE 'D-2" u D seec{Fle F PD sic wCRns causT Derr N 22 a BENCH M ARK 1 REVISIONS APPRV DATE SEAL: 21OUTH POINTS DRIVE-SUITE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ° DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y 0 F L A K E E L SIN O R E m ELEVATION:1400.873(NGVD 29) O - J ESSI LAKE FOREST,CA 92630 S THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �47 9a9.58a.07o7 PRIOR TO CONSTRUCTION. .RIVERSIDE COUNTY DESIGNATION:E-14-70 x CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. • (FAx)949.s8a.o7o9 +° DESCRIPTION:2.7 MILES NORTHEAST ALONG v UNAUTHORIZED CHANOE84 CANYON HILLS PHASE 8 OF v' y ENGINEERWG COMPANY r{ckengineerm g.com n 1 RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 G INTERSECTION OF RAILROAD CANYON ROAD - p oange SanDlego-Riverside-SanWisOhispo-gakersaeM-Sacramento-Phoenix-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ' N AND STATE HIGHWAY 71,122.0 FEET BEFORE /��// �, 46566 LS NORTHWEST OF RAILROAD CANYON ROAD, mu aD /w `� O !) * E D.e t� • PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS --(( 6l�ei7 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o 618 FEET SOUTHWEST OF POWER POLE FILE NO. 1853732E.1.0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVINA,RCE'42866 GATE J} CIVIL �� CONSTRUCTION NOTES, INTERIM CITY ENGINEER �Tf 8/Z•4f2015 SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CApE�` Sa-'a"--- DETAILS & DATA TABLES _ s ,5 6 F TOP OF CONCRETE POST E-14-70. Cal at Isagt 2 working days Orlor to excavat)ng. DESIGNED BY: DRAWN 8Y: BY, CITY OF LAKE ELSINORE BARRY J.C WAN,RCE *C46568 DATE DATE: a ee Al-,2 Tarr manhole -y 7 T f A from.ma cover II Div.shown era'pWns �. � Sea table on D-11@ Tor MrimntNl BOX SECTION REtNFORCEMEM $~ 3 ---- e" NOTES. 1 xI1-a i- u i• and floor rciefornerr (HORIZONTAL AND FLOOR) Y:nl'ess shown, 1 Yertirnl reinforcing 14 4T ---_----___I ' 1 Sae D-1 to k D 11B for additional JC- not a and detail. otbinwice an lade -___ 18•max(typ) YAXWM SPNI OEPIH 7KXTN S5 ROMPORCEMEIA SIZE I N v; 4- I 2 When Y ezceetls 4,steps shot be,natagad. p X or Y V 7 aroum3.pip° See D-ITA far details. ' 3, 4� 3 Maintain 1-1/2 dear spacing between. ja o Te" �wy4 a as• I E reinforcing and concrete surface. , Elsv Mu+wn . Y 1-to 7' 4. 1. 0 12" 0 tioTal ' 6sit� 4 Increase in ullawoli depth Sub' to approval 1-1(Y CIR(typ) comatn{,dian ,u" I by Agency. deP J PP Raaaec4 bad s#a aro d pipe u ( w- .-+ w 7'-r m e' #4#a iaml 6,mtnI t .- F1 I �" 5 Sectron A-A shows 3 Sizes and afWll not Empty that } Ses - Optional aon.truotion 1 3'be 4' 0 1a" rnerF I 1 on Interior well l to be built for Use Structures with I obove6'rtwerd is #4 0 12• ioraNs ouBet ✓ D 6.with NaCges triple concrete Sian�6a�ma�ea with: yI:T I t x' 4'-1"io B' 6" ,Word t2:1 -I �� s radius of 1/2'. Saps b r ,i Z TYPICAL BOX SECTION s'-1°cp a' /4 a �--f'ev-shaven tawmds t -.-- •- 7.Be grate types as follows:Sign G-1.,.Doubt G:-2 ar plans or Triple G-3. %o `7 k 1 wan #4#6 Sr 7 - I. R L-A #4 0 t2" 8.Ody end bearing grates shall be used.Saw D-15. 3 to 4 6' 4 0 15" (typ) <' t to a' e'-f"m t7 34 0 12w (Was) ELEtIATKjN both q°y& F411QN A:S SECTION o" +, 'ti, t4" 5'-1,to 6' 9" #40 it m b'.-1"to e' 3'to 4' #4 O 12- S 4'-1'to 5' #4 0 12* See D-13 and D-15 for _ frame and grate details. d 5' f"to 6* 12._1, 1 e' /4 0 e" T B d Approved steel reinforced polypropylene.step W-t"to 7' /+C 6" tw W 1 0 a• A , A STEP DETAIL V to IV a #4 It 12" - _ ,} +'-t'to a' #+A 12 1 t #4 0 If It -- 1! - NOTES 5'-1•to a' 18'-1•to W 10" #4 0 a* " �f2`both 7 r •to 7' #4 a 6" 0 - I tier I ,r i ,' Rounded pipe ads,was,D-BY e-1 1. Concrete shall be 560-C-325D unless otherwise noted. c ' !! r ---- 2. Reinforcing'steel shall comply with this arming(D-11A and D-118)unless otherwise specified, 7•-1-to a, #5 a 6" ioint 8.min } 1. 3. Reinforcing steel shall be intemrcd'wte grade Aeromed brae conforming to latest ASTM sWificatiom. above Overt ' i r f' 4. Bends shop be in occxdare,with latest ACI aode. a'to 4' a` #a 0 12" 5. Minimums ore In for reinforcing shall be 30 diameters. I i D S.she"an plans N 96n 4"-1'•m 5'-- #4 O 12" r NOTES PLAN 8. Floor shall have a toward in trowel finish and,except where used ors junction boxes,shot have a minlnnpn ,�-y+ 12:1 y`.'�- slope of.measured ire the 6'-1•to 6' 2O'-14 to 2#' itY #4 a e' _� ' See D-to&11B YaR aadiUon41 hot@8 6qa dells 7: Oapth W is measured from Me top of the structure for it.flowline of the box. 2. When V tmwx,1s V steps'3h3B bed ihsla9ad Sae D-11A for de.a h. 8: Wall thickmae,and reintofckg steel required may be decreased in accordance with table on D-118. 6'-1•M Y #`4#e Lam_I 30 D 3 Exppsed od9,ee of,daperete anon be ral.ndea,with a rocia;#f I''', 9: Wag thickness slid)be stopped on the outside of the box- 7'-1'to.8' tR• {5 O e` S'+n le C-1 Us 4 Co-nsuioet wpm riis va both ides ale th r plah 10.When the structure depth V exceed 4',steps shall be cast into the wing at 15'intervals from 15' Maintain i 1A^4 can,spoel"bet,.e forting and nc ate surface, above floor to within 12'of top of structure.Where possible place steps in wall without pipe.opening, (I._,__,_ __5'Double -G2 nsta 6 Ill 1 S.Ye4f pautecDan,be,a dos aP n a9. off wise over opening of smallest dameter. ( I. r -L ON;PLANS 11.Alternate step may be n approved teen intoned polypropylene step. 7'Tfiole G-3 LEGEND ON PLANS Riarc et{3"s6a9j =SB"'7ntw for larger dr mate,pis this deowfng must,lea mppSFsd.Pipe d:oaaeters to be show,on plo€x: 12,Upon approval of the Agency,the use of precast atom structures Is acceptable as an a8emata to cast-in-place. Precast units stall conform to ASIM standaNs and be manufactured in a pemanmt SECTION A-A 8. If canstructed adjacent,ta'sidewalk,the s.r'eee o the top slab of - :-: facifdy dedgmkl for that puPp sha the notch basin shall match the-stdewaec slope and fietsk.. Approved Dot,, RECtsxMEN1+6D,1A1'file OssP' Revision B Approved Date. RECOM4fE D By CBE SAN DIEM aECOMwEwO@ iwESxe#alEWa I SAN DIEGO RECv10NAL STANDARD DRAWING R�anAi a dAwgs a'aw�"'#rl ESAN DIEGO REGIONAL STANDARD DRAWING REoi STANDARDS COMMIT Revision B A roved Date WCOMALsr r NAL xeaDtioi f ORIGINAL :K4mh."d f SAN DIEGO REGIONAL STANDARD DRAWING SowwTTSE Revision B roved Dot. REcolu�=ey ME snN Dicco ,d mer,e -1.Smaten DJs YF'8(ra'+1r RECAONAL arANaARDS aOMMITIF£ win uatra T.amedan atlas A°"' `K"c¢ ¢ d M SAN DIEGO REGIONAL STANDARD DRAWING Ada uxd.M T. A �•i< RararepaNxL 'T.stonwn Woo CATCH BASIN - TYPE F` cnawpreen�t a:E.1»fora'oalw- ORK4NK Kertlwvdl 6 - Reformaawel T.Six.mn o4. INLETS AND CLEANOUTS csaww-R.C.E.iaz4s Dai. eab.a sro. nz/re ORAWN4 .rod ueo-w somm� w d3 G c w zb zor' R.orap.a CATCH BASIN - TYPE GDRAND, ' Rem,mat- T swntan a4/ore INLETS AND CLEANOUTS ama�w,„Rce z ss:T RB.Ra aafil NOTES AND DETAILS �N� D-11B DRANN6Eddwd T Stem" 02/00 DRANNGNUMBER NUMBER NOTES AND DETAILS EdHM NUMBER D"11AQ1e W TABLE OF DIMENSIONS AND QUANTITIES See M-2 far L FOR HEADWALLS SHOWN ON D-35A n- T-►A manhole frame V by 1'top and cover #4 r"I around opening See D-12 for _I I- ^I I'-' 1- P ! E 72. I Train to normal continuous galvanized _� 2"IXR OWPN9M5 SMILE PIPE DOM PIP:, � I I' curb height in 10' steel face angle and P Ilk 1 on both sides unless protection bar #4 b vi ) ways) / V TYPE WHO TYPE D 7'fPE ! (both t 1 2" PFE L E F W SREL Wes. Sit COTE. STEEL D.. 31EB. " Wi where occurs otherwise noted y� A a,` CLR 1 �� 9 .. W A N #4 rr06" i 8"--1 I~ L I\ � I,� B C Sea Note 7 2•CUR SECTION A-A U TYPE WING TfPE/' #' 1-7f/A' Y f 4' 1S! 117 4.90 135 YtY 2.D. f9P Sib 214 I n. V r f- - T- c #4 O 12"OC I-I-ram PLAN 6"-1 n WO E h'--6' 46' {Lf Z4 3` " +'-f 147 18L zo 184 11'4 3.43 252 4.96 fO 4i (both ways) I-� .. I see Not=i I U TYPE WING TYPE I-I-I- 1 B 1 1/2' S 0 12' 2-#5 -- -- ---- Curb lino ���, i' # 54 S�47J6 3' 4'-6" 5' 34f ND 3A7 246 12'-8' 43i 349 546 3R ki- #+0 12' PLAN I-I-I-I-I I 12' 6^ (both ways) s®12" T 6' fie T B 3/4" � ,.,. � 4-'i.��Y-6" S'ml' S'-6" 2de 279 k75 194 14' 5.13 386 b.1T 442 Ve �I ,r 2-#4 WING WALL 3- T chamfer Edge of gutter SECTION B-B - chamfer Y" lv shown on Pons REINFORCING 3^ (typ) 66' 7'-2:1/2' 4' S:' 6' 3.38 2% A52 3% 15-4 6.N 454 fi� 516 Lye-A Lys B (Hp) SECTION A-A ao PLAN #4 0 12" 3• I I 5 it' 8'-1'3f8 4'-fi W-9' fi'-e 393 368 5.52 417 ,6'-r 7.11. 522 B.N so #4 O 8' Curb line i I I I 78 9' S' T-+6' 7' 4S0 444 870 503 18' 8,t8 585 P.90 1N3 L-Lan th shown on 1, #4 I 1 - Slope to mach curb profit 3-#4Y+10' 10"unless a �i I n or as shown on plans i a H o�herrlse 2-4 �f' (nth w ) -i 2-#5 i,y n I L ,i u # v .' 'v _ 84 4'-IB.3(4'S'�' 8-J" 7'-4" 3:21 548 d15 fii9. 14'-fi 6:N1 687 18m 786 10 Alternate � 1' L I� I I 6°min 1L� 9� I B Det.H C (both 1-0) -� I- -=I �-- I (J_I Nate 7Nmeileiaro f and L apply m'd A hR only, (tYPiml #4 i I' N 6" Law--B ��- NOTES (. bald 7-1/2* i See SDARSD ELEVATION SECTION B-B ALT DETAIL C ELEVATION 1.Skewed-P9d:Dimension W to be T tq wN;of increased width or length due to straw of muK'4de pipes. aides) 2.T of hoodwdl shall be .f?I' meta when the rode is 3%err more. ' ------ D-11A&D-1ta WgNG WALL - 4-#4 round pipe I. Rounded pipe ens rod hor¢ontal& REINFORCING op places app _; IL9 1a:pt�l g„ 9 I see D-61 floodng 01PNf106 SMILE PPE OOIPIE PPE 3.Concmte shall be 560-C-3250 Sy. / OBti_10.nabuction join I Dery snows � reinforcement � U TdE MWC TYPE U I1PE WE TYPE � 4.Expond careen shall be 3/4'ehgmlet4ip. (. 6 ram above invert I on plans a S.bMdhpl pipes stall de set°d`staob wuh'p 1' -tislweal oWelds dmnsiera.of pipes. + D y PPE L E F W (O.) l�lam) W (Lyn' (C'E) I� %8"�2-#5 B.Fw P '.�I ihicluee greater thMYIgaP#° a. J Slope floor,2:1 �. toworch outlet o / T Y T 30 D lop(typ) cao10strucUan 18' Y-31/8'1'-3' 1'-f01/Y Y 055 35 0.83 4J 0.62 53 0.96 61 - - I See D-6l for rounded ape end ai Y is determined by pipe siz""min,a'max w--. joint 6' In I I Oev shown on plena X(4,min) above invert 24" 7-I 7/8'V-9' Y-71/2• Y-6 0.79 47 0.93 60 1.22 73 1.36 86 t SECTION C-C 30 D Lap(typ T see Note 1, T D Lop( ) + NOTES SECITON A-A - 3r 4'-5/e 2'-Y 3-41/Y V 1.05 71 129 85 1.66 109 1.92 123 I1 I Z w 1 See D-11A,D-11B&0-12 for additional notes and details. 311 V-11,/f 2 Y'-V 4-11 3'-8' 133 88 hell 1H 219 1>6 256 162 �_11 �m : •--_ ` ` f� 2.Types are designated on plans as follows B(no wing),B-1(one wing)or B-2(two wings). / LEGEND ON PLANS 3.Maintain 1-1/2"clear spacing between reinforcing and concrete surface unless otherwise noted. 11 w A, 4.Steps shall be metalled when V exceeds 4'.See D-11A for detail. 6° - r5.Concrete gutter to match adjacent gutters `I 12 g 6.An expansion joint shall be placed at the ends of the inlet where the curb is to adjoin. NOTES �At 0etdl c 4• A LT DETAIL C # 7.Provide 1/4"tooled groove in top slab'n Ina with bade of adjacent curb. 1.C-mte shall be 560-C-3250. 5 0 12' Revision B Approved Dote I'MowMENDED aY lit SAN ova' °v 8.Surface of top slab to match sidewalk finish and slope. # ° 9.0 required by local agency,extend top slab steel reinforcement 12"into adjacent sidewalk. 2 Exposed wmero b s 3/4"canoe oed. LEGEND ON PLANS bath ways) r SAN DIEC O REGIONAL STANDARD DRAWING 6E s ANaARDS CWsmEE c i 10.Elevations shall be shown on plans where indicated by•o"symbol. LEGEND ON PLANS 3 Top of pipes ll be seta aced distance o imat with a el mminum grade outside diameters of pipes ( LEGEND ON PLANS GR INAL K " 11.U required local agenry,mlarye curb inlet to w-iadv of ob,00'mt sidewalk(X+T,rot to 4.Top of headwall shall be placed approximately parallel to profle grade when the grade l 3%or more. �_- _-� NOS SECTION B-B -� -� d ��� T m=n Tz-a�3 �' z z ed 5'-6' by length of inlet including wfng(((l Reioonin steel shall be extended across 5.Skewed D4Ms:Dimension W to be increased in width or length due to skew or multiple pipes. - � _ .mvned T.SW"i- oc. WING AND U TYPE HEADWALLS 'a openaa sac a,« D 9 6.For pax well thickness greater than 3"use AKernate Detail C. See D-35B far Dimension Tilde and General Notes. re x smnron i ors FOR Q2• TO 84" PIPE ! G� tr `" No enlarged top to clear distances shown. Revision B owed Date RECOIeAENOED ey TIE SAN DnEm Revision B roved Oate aEcoMMkwom er Two SAN DIEIb Revision B roved Date aEcauENOEe BY rte sw oEco s T Raa D''�' SAN DIEGO REGIONAL STANDARD DRAWING +w sTArtDARos COIAMnTTY SAN DIEGO REGIONAL STANDARD DRAWING rE44oNAL STANDARDS couwrlEs SAN DIEGO REGIONAL STANDARD DRAWING REGION-sr�--a couwa E H ORIGI K 112 ORIGINALKeranevd 2 R Kerchevcl 2 5 - 0 p Add Meade T Stanton 03/o3 GG=-Yt 7r01p/ts" Add Metric T StoMon 03/03 : ��Zd/Z� Met Metric T.SYOMon 03/03 < '`* ra q o ReformalleE T.stamon oA/0s CURB INLET - TYPE B cox anon R.C.E.19246 oa<. Reror,nanee T.sianton a/ors WING AND U TYPE HEADWALLS cnm aeon R.-fame o.1. Refoanalted T SMMon W/OB WING AND U TYPE HEADWALLS C Mperson RC.E iB246 °ore. Edited" T.91.0. 02/0e DRAWING rr Ed;; r smnlon 02/oa FOR 18w TO 36• PIPES DRAWING D_34 Eames T.Stanton o2/09 FOR 42' TO 84e PIPE DRAWING a.S.T.R o 03 it B D-O2 Edited S. T. b 03 11 ND Edited S.S.T.Re ela OJ fl NUMBER D-35A c BENCH MARK- DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: z SOUTH PoiNTE DRIVE-SURE 275 d-i a9osc ARE APPROXIMATEAND SHIALLNBEUVER VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET g ELEVATION:1400.873(NGVD 29) LAKE FOREST,CA 92630 e w o - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OROTI( O 9a9.sae.D7o7 PRIOR TO CONSTRUCTION. 4 RIVERSIDE COUNTY DESIGNATION:E-14-70 e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. + DESCRIPTION:2.7 MILES NORTHEAST ALONG o fy (FAx)9a9sas.o7o9 6 C A N Y 0 N HILLS PHASE 8 OF N ENGINEERING COMPANY kengineering.com UNAUTHORIZED CHANGE$ '^ RAILROAD CANYON ROAD FROM THE `f\ CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 21 g � INTERSECTION OF RAILROAD CANYON ROAD 11(„ BEFORE 46568 x, or.nge SanDime-Riverside-San LuisObispo-Bakersfield-Sacramento-Phoena-Turson VTTM #36117 8t #36118 I.. y in in AND STATE HIGHWAY 71,122.0 FEET r,". No. RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU DIG! r' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, �U-� * E U3ollZ w BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. a, 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. rn m *1653732E,1.0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVINA,RCE e42866 DATE Jj CIVIL AA��,, INTERIM CITY ENGINEER 4jf a� t.Yfi4°s�1 Q S(z4/w IS SCALE: SHEET SPECIFIC e=a MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CA�t DETAILS _ s DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE 0 0 TOP OF CONCRETE POST E-14-70. ,,UNDERGROUND of least 2 working days prior to excavating. BY: BARRY J.CO AN,RCE*C46568 DATE DATE: I I I . 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I � I . t�-�1 �.;:�- li k �, ­ - .. �nj: ,� , ,��,�,-\ I I /I / -_ CONSTRUCTION NOTES ,I 1 - 7 ,�­ �,_ I 'IN \ :` : ".".�� � "I I——I-_-,__.....__-, , I I f I f i , , �/ _111 - f �-` I 11 I, 1� I �_ I _'_ I 1��, 11 I i�0�.i�,,,, , /J �,, I I I NO SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS j I I I I I I \ I I 4 // I (@ CONSTRUCT 18'RCP PER PLAN,PIPE BEDDING PER RCFC&WCO STD DWG M815 � a�\ ,", ,- I L� I I ./ CONSTRUCT 48'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 � "q Z 1�11­11- .1, <--�,,l I ,�,l��,,�­_ � , I � I � �I,� I I, I I v (�� NO SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS I %.%�,�,��� % ,-,�­_`,�--, �56'�DI-60',D2z6O , I L AL / ; __I -T &B) i ,�..,%.�'I,"" ,,� �-_�,cl�ll � - -��,, \ /, � (9 CONSTRUCT 60"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 I ,. , , , - w (CEN�TE I ! A D SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS , : IN I I 11 �� -1 IN WALL) ,,, . i �- , I , QD ; ; I :� / I . - � . 1� �� 8 .\.,- /i PROP R/W I* CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STANDARD DRAWING NO MH252 i . . . .. ,11 , . . ... . �,_I ;, .. , , . . . 1 3 � ///"I �.......,. . .. \ , + �rqtr_ f �7 CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING NO MH254 I . - , '�\ - +38.0 , !,,-, ; d � ..� ." . . 11 ;V� 13+38. . A I \, @mLr---\ _�l - 0 (�� i .,ji 11 . �....::' -* I I- \ . � :r I- , @8) I 1 ­­ ==�_- �- I I..I v .. . \ �P e�_ I ,J/ I - __ q CONSTRUCT SLOPE ANCHOR PER SPPWC PLAN 221-2(SEE DETAIL SHEET 3� ! ;/w, // ..�... 'A' 11 I I I Lu 0 \4 �� '1­1' I - @ I.�/ \ , ga! `,7� 81 . __ - + CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 I z " ��. e___l ,'i k ���x , - �.. . I _jw ,; ��� : \\\ \ . �- I- I- , I �_� ",� _� 1\ 11 I ,� . I t w 9 --- -I ­ -_ t; , / I I m UJ I i����, .1 -,I Ui ,� N I cn ___� - /---�-- is,10,1-� 16 11 11 I Lu (p CONSTRUCT CATCH BASIN NO.I PER RCFC&WCD STANDARD DRAWING NO CB100 �11`11 � 11 I I - , - ­46`E�-�--` PER PLAN).INSTALL 3141/4-DAS MANUFACTURING INC.DURACAST STORM � '1'1� I 2 13+40.4 le. I Bc -- _�-_ =:- I cc �� - AND 1, !�, 6 i "I -_uo 5 _�_ �__N 11 _j UJ DRAIN MARKER MODEL*NDL VNID DUMPING[-DRAINS TO LAKE') i i 1-� 6\ " I I—-�__��__ ------ - ____________ 3:LU CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 I � �',, ,,� ­ NSTALL A VERTICAL W41 7 -::)P�- �L w PS I ________- ;�?U) (�� (CASE PER PLAN) --- D P,S5 -- -I' i I ( THI&IESS)WITH-5, A , �J, 111131 I If - ­ -- < I I ��� ��I - ­­@ 6 IN ; I ,- - OCEW (CENT REP'�''1' ji.5 1 ______ --- -_ ,� 'IE CONSTRUCT MODIFIED U TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING I I / -_IN 1�1 L)�"���i,1. I .1 L I -�- ___ _��07_� :: =__��, -­ - (�� NO D-34,D-35A & D-35B(SEE DETAILS SHEETS 3& 4) 1 (A=F,Q� -- � I��� ll�� ,,� I * �I� t il I - qO. 0,00 p,7_1;�_ -,-,-,--" I * -1 . I I� I - 59 1 4 1 uz= E�--�:: ---",- @ I �: � � � � � __ CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG NO JS229 .1 . �� I�___ I ­_I __­___� ! � . I i H I �' a % _,_ - , (9 CONSTRUCT MANHOLE FRAME& COVER PRESSURE TYPE PER RCFC&WCD STO DWG NO MH256 i 1. I "1 1 1�I I a 2n2+K9 CL TA L INA... _�' ' I i I,' ; , : I �,'I 01 I _N-�" I 1,� 5� 1 � TC 22.Q3. � � I .1 i _1 I I , WO� �� (TENDED i 11 � ,I I n DETENTION i w c , ___:_fi__i__----T------ ; !l I'1: I I I I U, I Ci c A (= 04,W=2f -_ _ I �l 1. .� , I I I , �I V1 I BASIN'A' �/�� j I i-13.Zb LL LIRL'A- L L D ION SASE� , , , :�Z�---,�­ � � � ��, -, I I � I SEE SHEET 20 / I,� I I �� - ____ I � � ii�A _,�Z2�ylo+0.06 .NE, � .1 :1 ��! 1 �k,� It �" - . 4 .- IL Y/1 i - .- 7.T 1- -1 I- 0 , 0 1: .I _­ . .:i�i!�� � 1 ��I% H I I I 11 --- ----, IV p �I o 1 I i I - :, ;li ���o 0 -_ � ,I li� I I a ,/ ,,,V�____�_ '-I 0 � j I I Ili � _�_lll __� - i� z � I I I I 0 -_lk� ,-,- _- - 1. - 1-1 � � I I .�11 I \\ e -1 1 I � _,�_____ 1� / / I �_ -- _�-�_� . I z; � I _�:�_�, ; Ll 1, ,��l 0 0, ­__ 2 - �,�_ - I , 1, � � ­ �. "� t�.A"'e'." ", __� � �_- , , I,� � I ­1411 __�__­ A,�- ?>\j i L.T. gr- ��§ � - I � � 11 lll��49'11,, , _,_-­­___,.­�_ 11, "I �5 1 c� .1 1� k� � I .. _Z:� -__-,!'�:�' . I LiIA, 11.1 - _."­­ 1� I I _`� ,I F, * � I - ---li­�N.. .". - , - " I I 11 ,", -1 I -, - - 41 --- / .I . � ­ �� ­-­ , , - � 11� /f//I e 11 40 20 0 40 so 120 �� ,,,,,,,--,- ­1_1111 - _ . �7,-� I � / I- , �. I 1�11 11 111"', / 11 - " _� . �;F --- ......� �� I I I. PLAN: LINE"N' &"A-1" GRAPHIC SCALE 1"= 40' 3.L PLAN: LINE"A" N I cl rl SW6,,06e,V,4, *110fir -6� J-14905C CAUTION:LOCATION OF EXISTING UTILIHES ON THESE PLANS SHEET H ARK: REVISIONS -APPRV DATE SEAL. 2SKOLFUHPSO TEDRtVE-SUITE275 -]ED BY CONTRACTOR CITY OF LAKE ELSINORE ,I LA E ORE T!N " ELEVATION: 1400.873(NGVD 29) DIG ALERT Wo Ar-,TMt_-X- 146" vs i5im,THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CA 92630 ARE APPROXIMATE AND SHALL BE VER) I 0 1 Mt APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 1 949.588.0707 -PRIOR TO CONSTRUCTION. a I -. RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I (FAX)949.588.0709 OF �, DESCRIPTION:2.7 MILES NORTHEAST ALONG ., "-- ENGINEERING COMPANY ,i,,k..,i,i­ri�,­. UNAUTHORIZED CHANGES CANYON HILLS PHASE 8 1 - RAILROAD CANYON ROAD FROM THE J.COWAN CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE . � CALL a RRY I � - 0,�. -�i­-Ri-id,-S,,�L�i,Obispo w Bakemfleld&S--t,--P-h.-T­­ 21 .�- INTERSECTION OF RAILROAD CANYON ROAD - � VTTM #36117 & #36118 1 1- AND STATE HIGHWAY 71,122.0 FEET f� BEFORE - - 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE I Ir il ,,.,A STORM DRAIN I I ORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' _j,A2 * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I Id- Exp.-Gftb- BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. K I I ­ � , ,, ,_ // - FILE NO. 15 .1 E 1. I.FEET SOUTHWEST OF POWER POLE R - I .-� . I J.RUKAVINA,RCE-42866 DATE - CIVIL T.s 2101 r - I I 1853732E 1.0 FEET NORTHEAST OF A 1­800-221 VIC CHECKED I�I'ml.MY ENGINEER ^­%_ ALE: SHEET SPECIFjq . �r�r- MARKER POST,A BRASS DISK SET IN THE UNDERGROUND S'ilt E ALERT DESIGNED BY% DRAWN BY: CITY OF LAKE ELSINORE OF c '� 8(W20 6 1 1 6,5 F TOP OF CONCRETE POST E-14-70. Cag at bast 2 worktng ft BY: B_�YJ. %�V#C46568 JDATE: - - . I I I I AIR DATE STORM DRAIN PLAN & PROFILE I I - � I I i off 4............ ............. .................................. ...... .................... ......................... ........... ............. ............. ............ .............. !........... ........ .......... .........II............ ......................... ...... ......:,...PRO ............ ................... ............ ...........P S ............ ........ ....... ............................ .......... ................ .... ................... ............ ............................................ EM I : . 1 F 1 i i i i , ,........... ................ ............. ............. .............................. .......... ........... ;";;.......... ........................................... +................................... ............. ....................................................... .......................... ..................... �PROP IVVAT i.................... .......................................... .................... I ,R, w ......................... ............. .................................................. . .......................... ............ ............. .................. F............. ..........'PROF,......................... ..... ....................... ............... .................. ........... ............. I........... .......... .......... ........ ........................ ........... C .............. ................. ....... ........ ........... .............. ............. ............ ............................. ....................... ....................... ............... ........ .... ......ROP�, ........ ......MIL, ................ ... ..... ......... 12'SEW P w NY lob-YR................ ............ .................... ........................................... ......... ---.............. ... ............. ........... ...............71 ............................ ............ .................. ............. ........... 1p i CF&.29 FPS............. ..............14............. 2'A 405A2 LF 4 OF,CFS 0 too� 165.59.............. I 11"I-1-1.1 J f i i I--i..... z ­1,-9 ­I ­�lljlj­jljlj­­ll;l 111.1.............. ........T49 N'Ti..............26.23 FPS WAitt( I mx PRIVATELY M TNTAINED)� .............. ..................... ....... .............. ............. ............. ...... ............................ .......... ................. ................ .......... ....I.......r'............. ........ ............................... ........... ...................................i;t ............. .......................4 f4W PROP 8 F............. ..............r MIN.OUR +< Inmso LT,48,RCPW 1750), ...... ....... TR..... ...... ...... 10ON ,A CTO R MAY, ID ISUBSTITUTE HOPE WE (PRIVATELY Gloo=203.11 Epq .......... ......... ............. IN:LIEU JDF RCP...., VmAx-25.62 OT,E S................. ............ ..............F 48 RCP* THICK WALL RCP WITH 1Y2 INCH MINIMUM COVER INSIDE SHALL BE,USED..... PROFILE SCALE: _Vp4 vro*jTA 1 mell)... WHEN FLOW VELOCITY EXCE:�6S 20 FEET PER,SECOND.THE OON[RETE........... DESIGN,STRENGTH SHALL BE fo 4,000 PSI; HORIZ 1�:40'.......... ............I ... .... .... ..... ... ................. VERT- 1 8 I17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 CONSTRUCTION NOTES-4- BLDG 46 BLDG BLDG*- 64- 0%266fi CL LINE'A' IA+ .6 GAZA14 0 CL LINE-A-11- AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS POIN UDGe BLDG' CONSTRUCT 42'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING NO M815 BLDG 47 =24,C=4.90',D=48' 22+92.93 CL Ll E'A' BLDG CONSTRUCT 48'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 _2 fps- �Y,L=2.89' 10+00.00 CL LINE'A- AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS LINE IA-71 (A=58*29'08*,B.=36'SEE 9 C=5.IT,DI-42'D2=481 CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING NO MH254 LINE'A-6*-SEE SHEET 9 CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD STD DING NO J5227 R/W (SUBSTITUTE TRANSITION STRUCTURE NO.3 PER RCFC&WCD STD DWG NO TS303 1-t f. FOR JUNCTION STRUCTURE NO.2 IF HOPE IS USED) BLDG 1 BLDG a-- BLDG it BLDG 14- LBE 11-51 SD'U SEE SHEET III SEE SHEET 8 'A' A45 ROP R/W PROP R/W 0 STREET CL 7- 6 �,,,,,,•:.. ,M-^,n"":„„,. PROP R,._.,...,...-- I {_-.- �:,.. _ 0+ �oi I23+46.73 __ Lo I 'Z6 5' -LU EC UJ_j WF kDGP——Z LU i UJ II _,�'17+961i'CL L w=10+00.00 CL LIN;'A 4- tit PROP R/W BUDG15-=5.09',Dl-,�l+09.00 CL ?-3 I (A-=59*4 18 =118 C=, C=4 2= BLDG Ge Li A ��t MATCHLINE 25+00.00 z 0 20 0 40 80 120 ro SEE RIGHT PLAN: LINE"W PLAN: LINE"N' GRAPHIC SCALE 1" 40' J—1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: REVISIONS APPRV DATE SEAL. SHEET THESE PLANSPLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH L2ASKOUTHPO TEDR(VE-SUITE275 OFLAKE ELSINORE E PORE _r!N 'E ELEVATION: 1400.873(NGVD 29) DIG ALERT spil ame. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESW51 CA ARE APPROXIMATE AND SHALL BE VERIFIED BY CON CITY , I.IM I RIVERSIDE COUNTY DESIGNATION:E-14-70 .t�%rmf.T, WAM n1v CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIOR TO CONSTRUCTION.UNAUTHORIZED CHANGES, & - OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENOINEERING COMPANY CANYON HILLS PHASE eLr RAILROAD CANYON ROAD FROM THE BARRY J.COWAN I CAU cmbA WF .. ,.. ..- O..g. S.. W-rsid.-San Wis Obi., h.enix T­ 21 mho INTERSECTION OF RAILROAD CANYON ROAD _v_#&_ CAUTION:THE ENGINEER PREPARING THESE PLANS W ILL NOT BE VTTM #$6117 & #36118 BEFORE No 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, YOU DIGI. mpxm rek Exp.ij,,L�7 PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. STORM DRAIN 6.0 FEET SOUTHWEST OF POWER POLE Ivill FILE NO.0 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN'J.RUKAVINA,RCE'42866 DATE SCALE: SHEET SPECIE INTERIM CITY ENGINEER POST,A BRASS DISK SET IN THE ROUND SERVICE DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE BARRY J.cdWAN,RCE 'C46568 DATE DATE:MARKER UNDERGROUND CHECKED T F CONCRETE POST E-14-70. 2 working days prior to BY:OR 0 CON at bast STORM DRAIN PLAN & PROFILE .............. ........... ............... ............. .......... ............................................... .......................... ............ .......... ............................ .......... ........................... ............... ................ ............. ........... ....... .....----------- ........... ............. ........................................... .......... ............. ....... .... ....... 1 -................................. .............. ............ ............ ................................ ........... ...... .............. ....................... ............ .................... ...... ........................... ............... ......... ............................. ........................... ............ ............. ..................... ............. .............. .................. ...................................... ...... .......... ............. ................................... ..............................------........ ............ .......... ... ........... ................ ................................... ............. ...................... .......... ............ ................ ................. ....... 1401 i...................... ........................... ............... ..................... ................ ......EX IGROU....... ... ................. .................. ............................................ ................... ........... ............ ............................ ...................... ...... ......................... ........... ........... ............ .............. ..... ...... ....... ............................... .... ..... ............. ............................... ................ .............. ................. PROP FB ....... ....... ...................................... ................... ......................................... I................... ....... ................. ................... PROP i-E ........... ............ ..................................11 ............. H.L............ 100-YK i l4eeI 11 420........... .............cd+ ........... . ......HGIL S ....................... ....................................... .... ..... ............ ............................... ............. ............. ............ULI ...................... .......... ........................... .................... ............................................... ......... .............. ............................ .......................................... ...............................U) .......... ........................................... ......................... ............ ............... IN c,.......I... ................................................... ...................................... -R ir........... ........... ........................i FL i 108.58 + .............Al W.,66.$Z_PFS� ...... ......................... ............. ............... .................. ..... ........................4 VOA)r-i 10.+24 FPS ............. v Im low 464,80 LF 36'RCP t RCP** .......................... .......... ............... .......... ­7 W`1500),........ m-150G)W/111 WATER TIGHT- Offf S.-(PRIVATELY MAINTAINED) P4MAINTAINED)I.......... ........ UYATELY............... EX ... ................................... ........................ ........... ... .... GROUND... .............................. ......... ........... ........... .................... ........... ................ .................................................... .................................... .............. . ..... PROFILE SCALE:............. 1 PROFILE. LINE . . . . . .ROFILE LINE' HORIZ: 1=40' .......... VERT: 1�-8'27+00 28+00 29+00 30+00 31+00 32+00 10+00 11+00 2-A% 23L as,Z31 7_;cb 1 1 BLDGW BLDG lit BLDG 5+- G W BLDG 49- BLDG 48- CONSTRUCTION NOTES BLD BUDG-8- CONSTRUCT 18"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 27+02.8 CL LINE'A=10+00.09 CIL LINE"A-23; 12 R/W CONSTRUCT 36'RCP PER PLAN,PIPE BEDDING PER RCFC&WCO STD DWG NO M815 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS C=5.32',01=36,D2=421 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STANDARD DRAWING NO MH252 CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING NO MH254 BLDG.?'T BLDG* CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 r. BLD04 BLDC-+- \\,x 33 CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CBIOO PROP (H AND W PER PLANLINSTALL 3'x5'/4*DAS MANUFACTURING INC.DURACAST STORM mb BMLL DRAIN MARKER MODEL*NOL VNO DUMPINGI-DRAINS TO LAKE) LINE'A-2r BLDG 45 BLDG 4- amo- SEE0lV 35 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 311+73.55 CL LINE'A' (CASE PER PLAN) CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG NO JS229 k=75*00'00 B=3F I C=3.581,01-36'D36!)10+00.00 CL LI E'A-30' I L -30 D LINE'A-25' SSEL WAY SHEET_- - lil , - V2. .- "I I SEE 14 'C- 03�2L_f OR= LOCAL )EPRESSION& E 8)4 LSEEUK 71 WA SjT III (4- 30 /--STREET CL BLDG 66 00 EC FK BLDG 66 R/Uv liO LOO Cl,LIN BLDG 67 �ly PROP BLDG W BLDG 7+ - 143 I WA 144 SW BLDG 69 G * 4 BLDG 4 4 BLDG 1- t-7- BLD 13LDG 98-- LINE A- `SDIC SEE SHE BLDG 1 B G LD 95• BLDG W ----------- 40 20 0 40 80 1120 IPLAN: LINE"A" GRAPHIC SCALE 1" 40'PLAN: LINE"A-2" SHEET REVISIONS APPRV DATE SEAL, 1 2 .THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE PSO TEqDR13V0E-SUITE 275 1-111011 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS E FOREST, ORE T!N BENCH MARK CA 26 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ELEVATION; 1400.873(NGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESS(l PRIOR TO CONSTRUCTION, 7 RIVERSIDE COUNTY DESIGNATION:E-14-70 3pl UNAUTHORIZED CHANGES, OF DESCRIPTION:2.7 MILES NORTHEAST ALONG 7(n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. .1 .ElIGINEFRING COMPANY .k­gi....mg+- CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL i III 0n b1spo Bakersileld SaaamM Ph— 21 INTERSECTION OF RAILROAD CANYON ROAD orange Di.g.�RI—I&-S.�Wl�0 T_n CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET BEFORE NO. 4656 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE SHEETS YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN E; NORTHWEST OF RAILROAD CANYON ROAD, 140 • Exp.6Ltnk; BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.DATE 6.0 FEET SOUTHWEST OF POWER POLE CIVIL FILE NO. #1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 INTERIM CITY ENGINEER SCALE: SHEET SPECIFIC MARKER POST,A BRASS �,Eol.IN THE UNDERGROUND SE CHECKED INEER TOP OF CONCRETE POST1 VICE ALERT rlIESIGNED BY� DRAWN BY; CITY OF LAKE ELSINORE OWF C BARRY J.COW,RCE-C46568 DATE DATE: STORM DRAIN -PLAN & PROFILE 14 call at l9ast 2 working days BY� ----------- ............. .................................. ............................... .......... ........... ... ........................... ............. ........... .............. .............. .................. I................................... ............. ....................................... ................ ............................. .............. .............. ............. ...................... ................. ........................... ............................ ........... .............. ........ .................. ............ ........ ............. ............t y ............... ............ .......................... .............................. ........... .......................... .......... ............ .................... ............ ................ .............. .... ....... ................. ......................................... ............................ ............. fA ....... ................. ..................... ........... .................. ......... .......... ....................... ............. ........... .................................... ......................................................... .............. ........... I4 A I14 ........................... ....... ............. ...........c� ......................................IiIPROP i............ T .............. .............. .............................. ......... ...... I..... ....................I . ............ ........ ............. ............ HGL.............. . ..... locr�yll 100-YR ROF LEI'S i 1 ELEV a.; ................. ...........IFL'1437.72............... ........... ............................ LI. ..........19................ I .............. PROP V_48!41CP ............. ..... ......i, ............ ..............FL 1436.34.. ...........................34 .................... .......... ........ ....... ........... ....................................PROP-V-.SEW, ................. ................................ .............. D iGROUNb ............... ............... ...... .................................... .......... e GROUN EX - : : . "R Oi .94CFS 75F% ...........R U.3t CFiS­ FP S010035.94 CFS . ... + :iOso F . . . . 51 Lt le RCP -24'RCP** 15QQ'CP* 10.99 L4 2 R 286.7 LF ............. , 1 .28.38 LF 30'R § ..... (PRIVA Y MAINfA!Nkbj . (D1500) I (D-5 WAT TIGHTJO AT? TIGHT JOINTS ............. 42 42-0 (PRIVATELY MAI ITAINED) I......................... ..................... .................... ......................... ....I .......................... a�PRW ­7�. ONTRACTR i M........ NQ ISUBSTITUOTE� t HOPE AtY PIPE t i IN LIEU OF:RCP I .......... r PROFILE SCALE: x . A Up El N V i PRO E HORIZ: 1�A O' LINE k-f F L LINE A'a Phi............. ................. VERT: 'I10+00 11+00 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 OP R/W CONSTRUCTION NOTES j 9 BLDG 5M4 CONSTRUCT 18'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING M815\ '" �' _ - 21 BID �A-4 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING M815 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS PROP R/W CONSTRUCT 30'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STO DWG M815 BLDG 53 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS CONSTRUCT MANHOLE NO,1 PER RCFC&WCD STANDARD DRAWING NO MH251 CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CB100 BLDG I (H AND IN PER PLAN).INSTALL 3'x5l/4'DAS MANUFACTURING INC.DURACAST STORM BLDG 49 DRAIN MARKER MODEL*NOL VNO DUMPING!-DRAINS TO LAKES LDIE*4' BLDG 50 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 tcl* btL E&ET 9 BLDG 52 BLDG 5 BLDG 2 (CASE PER PLAN) 0 SEE 9 10+90.52 CL EC/BC 14+32.4 CL LINE IA-4" LINE'A-5' i rR .0 L LINE OA-9 CL CB'10 %0AY zlo+)O.O CL LINE"A-10' FC 1446.1*4' LOCAL DEPRESSION CASE C) IB K,+ 10+ L [W I N ri(L+00. C NNE=110+00.00 CL LINE"AT I+4.47 Is1306.8 EC EC/BCBLDG 54 BLDG 46 STREET B b8 BLDG 47 CL k-43 L T S FI BLDG 41 11 - 'R/W g T22'in AS-LOC EPRES$ION BLDG 45 BLDG 42 'A-V PROP R/W BLDG 44 BLDG 43 SHEET 9 BLDG 46 - BLDG 53 40 20 o 40 so 120 PLAN: LINE LINE "A-5" GRAPHIC SCALE l"IPLAN: LINE "A-W&"A-411 40' ° BENCH 5 wd,A 1140 A ISOUTHPO POINTS DRIVE-SUITE 275 d-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OFLAKE E L S I N O R E ELEVATION: 1400.873(NGVD 29) DIG ALERT HE CONDITIONS OF DEVELOPMENT AND/OR ESSI PRIOR TO CONSTRUCTION. 8 W THE APPROPRIATE RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGrINEERING COMPANY UNAUTHORIZED CHANGES09 , CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL BA RY J.COWAN r� VTTM #36117 & #36118 a; S­0mg,RimA&Sa,Lub Obispo Bakemflqd-Sac—m Ph—,,T_ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 2 1 INTERSECTION OF RAILROAD CANYON ROAD BEFORE6568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY TI,122.0 FEET YOU DIG' v * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS lE; NORTHWEST OF RAILROAD CANYON ROAD, - Ao� - z, -,r Na,p. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FEE­N0.6.0 FEET SOUTHWEST OF POWER POLE-1853732E.1.0 FEET NORTHEAST OF A KEN J.RUKAVINA,RCE#42866 DATE CIVIL SCALE: SHEET SPECIFIC 4jE MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SE DESIGNED BY,. DRAWN BY; CHECKED ELSINORE OF C N,RCE -C46568 DATE GATE:Call at laaaf 2 working days pirlir I —1 I 1400-227-2600 SERVICE ALERT INTERIM C' ENGINEER TOP OF CONCRETE POST E-14-70. BY: CITY 0,IMl BARRY J.CO AN, STORM DRAIN PLAN & PROFILE ................. ................. ....... ........................ ............................................. ................................ ............. ............. I .............. .............. ................................... ........................... I ............. ........ .............. ................................. .......... ........... . ........... ........................ ............ ......................... ............ .............. ....................................... ............... ...... ..................... ............... .............. .............. ....................... ............................ ............. ...................... ............... ............... .............. .......... ........... ................................................. ... .................. .................... ................................... .............. ............. .......... ......................... .................. ................. ............ .............................. ............... ............. ......................... ............ ..............5 A............ ..... ....... ............... ---­­- iA It- z ........... . ..................... .......... .............. ............................ ........................ .... .............................................. ........................................... .......... ........................... ............................. ................... ............. ........ F5 L PER RAft ....... .......... ............... . ............ .......... PROP.,........................................................ NGL -*R II. fn i PROP- i 100 ................. ........ ..... .. ................... HGL IN.CL........... i........... ..............PROP BIWAT........... .............. I............ ............................. N 4 t. 5 . -4440" iA A 4Q.2 = . 114 GL a ...................... p4w,"SNISEW ...............I..........�144 P ............ ..... ...... .......... ........................... ........................... ................ ............FL 1439:14" ...................... ...........ft-11437R2 63-C S q ...... .................... --;�c Q"6.57 QFS US 1 CFS NMAbr- FPS + ..............+ Oil*124 '�MAXr�13I.B&I-FT ................... 3.92,m,..................... ........... .............. ...........EX FPS+ VmAx=14.60............ IV P,**.....,-._....GROUND...„..... ..................................+ FRIVATELt,MAfNTA1Nl(D+15QO)........... .......... ............YMAf-, 1500) (PR�A MAIKAIIIED);+ .... ............ .......... ­11600:LF-48411CP................. (FRIVATELY-MAI.............. NTAINED)66. 1 LF ' C .............. ................ (D-1500) ................... ............... I ................ (PRIVATELY MAIRTAINEDY W/WAT iA TIGHT.......... 0-F.-f 1 420 I............ .................................................. .......... .......... "j, EX,i,......... .............. GROUND GROUND............. ....... ....................... ...... .... ........... ................. ....................... ...... RD EX iG UNO.............. ... ... RAC ..................... .... ....... ........................... .......... ........................ ...................................... ............ PROFILE SCALE:rAI FILE4 QNE�' PlAdFiLk:LIN E' qA410 1 1 HORIZ: 1=40' LANEPROFILE LINE NA-71' % PROFILE PIR LINE NA0 VERT: 1�-*' ,�° � � ^' � / ='' \ � �10+00 11+00 10+00 1 1+00 10+00 1 1+00 1 0+00 1 1+00 1 0+00 1 1+00 CONSTRUCTION NOTES BLDG 64 BLDG 38 BLDG 51 BLDG 2 CONSTRUCT 18"RCP PER PLAN PIPE BEDDING PER RCFC&WCD STD DWG M815 BLDG 52 Tlf BLDG 55 AND SECTION 306.1.2 OF THE'STANDARD SPECIFICATIONS BUDG 53 CONSTRUCT AND 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815���((( /` Q©� AN SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS o );Q�LINE -L 2'. CONSTRUCT MANHOLE NO.I PER RCFC&WCD STANDARD DRAWING NO MH251 CL BN -B\)iLT LT BLDG 48 BLDG 39 CONSTRUCT JUNCTION STRUCTURE 140.2 PER RCFC&WCD STD DWG NO JS227 V, LINE'A-8' AS (SUBSTITUTE TRANSITION STRUCTURE NO.3 PER RCFC&WCD STD DWG NO T5303 SEE HEET 9 BLDG I BLDG 5M4 FOR JUNCTION STRUCTURE NO.2 IF HDPE IS USED) CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 C C' 12 CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CBIOO N51/4-DAS MANUFACTURING INC.DURACAST STORM 1+9Q7 CL PERIWINKLE (H AND W PER PLAN),INSTALL 3 -­ BLDG 40 DRAIN MARKER MODEL*NDL VNO DUMPING1-DRAINS TO LAKEI L L Z:� It; lqqtl.bl CB CL*113 T I�W= BLDG 49 20'L I Ul= D3 W=lfF 24+97.65 CL PERIWINKLE CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 LOCAL DEPRESSION CASE CB CL#14 (CASE PER PLAN)10+87 CL BLDG 45 24+99.06 CL PERIWINKLE BLDG 1 L 20'RT C 46.11 BLDG 53 TC 1451.56 OCAL DEPRESS CONSTRUCT CATCH BASIN TYPE F PER SAN DIEGO REGIONAL STANDARD DRAWING I+00.00 CL 449i 20'LT(H=4.00',W=7' NO D-07.INSTALL 3N51/4-DAS MANUFACTURING INC.DURACAST STORM DRAIN 27'LT(W- 94',W=14 R'I 4 449 48,0 -9' -6' LOCAL DEPRESSIO CASE C) F 1 144RO 28 LOCAL DEPRESSION CASE 8) 0+23.53 CL LINE'A 444.00 MARKER MODEL*NDL('NO DUMPING1-DRAINS TO LAKES LINE'A IE:1444.00 +31.65 CL LINE'A-8' 10+23.84 CL LINE ni�:R (SEE DETAIL SHEET 4 AND THIS SHEE 5 , 1 V =10+35.90 BLDG 47 BLDG 46 (H=5.70.W=41 0 BLDG 41 LINE'A-4* 10+22.51 CL LI "A-7' .70,ill= 10+ 6' 36 LINE rj__24 "A 9 RIM=1449.70 'A-10' N r N BLDG 50 -1-+ 31 CL LINE IA-41 2, U DITCH PER 10+17 0 CL LINE IA-61 GRADING PLAN =1 i7� / 11-D BLDG 52 O 0.0'C�LIN E D 0.0'C�L2 o +00.0 B=Ip',CNL23%D!-EC__ BLDG 47 BLDG 42 21 XE=2'71"L=3'09' -C-2000 CONC RETE I CL C8*9 Tl Z 2' STREET C 3'470 10+68.10 Cj-LINE'A 11 OR 3'2500 P.S.I.U DITCH -A-4- CONCRETE =1LO. LINE PROP -5.7 O',V=:!4 171 om-_,_�S_ b I AIR PLACED 6 PER GRADING SEE SHEET 8 BLI_ PER PLAN R/W REINFORCED WITH 1-1/2'xi-1/2'17 GAGE STREET C1 PLAN BLDG 46 STUCCO NETTING BLDG 43 BLDG 51 SECTION N-N 2 4 S SHEET 8 24" CONCRETE APRON Rop R,9-1 FOR CATCH BASIN "Fu WITH I-OPENING BLDG 52 CATCH BASIN "F" PROP DETAIL BLDG 5 BLDG 44 4 40 so 120 PLAN: LINE"A-6"&"A-7" PLAN: LINE"A-8" PLAN: LINE"A-9"&"A-10" GRAPHIC SCALE 1'. = 40'a&*Aj A,WIPAf 1-141151 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS 1169 BENCH MARK* REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: IESSr 2SOUTHP.0 TEqDRR(0E-SUrrE275 CITY OF LAKE ELSINORE SHEET LAKE FORE ST, T!N CA 263 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 9 RIVERSIDE COUNTY DESIGNATION:E-14-70 cAmainct, _r_ I-Aact. �We CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. DESCRIPTION:2.7 MILES NORTHEAST ALONG a I AUTHORIZED CHANGESi OF ENGINEERING COMPANY CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN VTTM #36117 & #36118 Sm Dm���wsJde-San W,ON—-Bk-fid-Saa­-Phmlk CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE 21 INTERSECTION OF RAILROAD CANYON ROAD BEFORE orange ABLE FOR UNAUTHORIZED CHANGES TO THESE SHEETS AND STATE HIGHWAY 71,122.0 FEET YOU DIG! No. 4656 PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED F, NORTHWEST OF RAILROAD CANYON ROAD, /w f-Isdia * BY THE STORM DRAIN E.P. PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO.6.0 FEET SOUTHWEST OF POWER POLE B1. 51 ILIG 51-1853732E,1.0 FEET NORTHEAST OF A SCALE: SHEET SPECIFIC1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE CIVIL CHECKED INTERIM CITY ENGINEER MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY; DRAWN BY: CITY OF LAKE ELSINORE OF C TOP OF CONCRETE POST E-14-70. 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L : I � � 4 � � � f � z z � : i : � r i � � I c � 4 . L . � ; I � : t � : i : I I . � � � � � � � : i 4 : c � � I � i � i � ; i I I L ; � t . I I I � : ; � : I o � � I . I . . . ; I I I I - I I ; -- ____ ____------- ­1 III,, _�, . . . ., . ,� -,_�-------I-� � � � � , � � � � � � � I I ___ ,,, I,I 10+00 I 1+00 12+00 13+00 14+00 15+00 16+00 1 7+00 18+00 1 9+00 It,i -, � i,� I �-- , I - �, �0,� � k � CONSTRUCTION NOTES I, I-1-1 - 'I 37 ­ - I 4, I -- ___�L --- , .,�� I 5S' CONSTRUCT 24-RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STO DING M815 0� �,� BLOM @ AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS I ,I t45 �� BLDG 90- 7-� � CONSTRUCT 36'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG NO M815 BLDG 04 - , (�� 1*7- 14i BLDG 7&- Kz- I 5.-, , �� AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS I BUDGO� I BLDG 74 134- vp �- " Z � ______� (�D CONSTRUCT MANHOLE NO.I PER RCFC&WCD STANDARD DRAWING NO MH251 ill It-1161 BLDG 7.9. \4k t� %7,f. I 5 IWILOT �, rn � CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING NO MH254 1, IN I BLDG 76- MI, (I:?. AS - I � (�� I � SHEET 2 136 BLDG% 15+OT.52 CL L HE'A-1' 15+43 �� �� lc�-* 1, I'� I \ BLDG;R BLDG 7e' =W+DO.00 CL LINE'A-20' C/ 15� . �11 �� (* CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD STD DWG NO JS227 - I I r iA=60*00'OV.1�08' I".. 9 17+28.58 CL I _11. BLDG BLDG�)& (SUBSTITUTE TRANSITION STRUCTURE NO.3 PER RCFC&WCD STD DWG NO TS303 I I E " - 1 11+94.13 > I E 14-21 9+11 �, �, FOR JUNCTION STRUCTURE NO.2 IF HOPE IS USED) - - 4 =10+0.00 CL - , 11, EC/8*C-, 0 15-1-13.25 �L I CONSTRUCT CATCH BASI TYPE F PER SAN DIEGO REGIONAL STANDARD DRAWING I'll S u�­r�__ � 23 LBE'%-IY I U)a: "pJUALINE -If �,� 1� I - - (�� N ZDAS MA14UFACTURING INC.DURACAST STORM DRAIN I �­ m m 11 ,, - - : 1, 11 113+911.84 rn- SEE LV--V-1 1 - � SEE __-W - - MARKER MODEL ONDL VNO DUMPING1-DRAINS TO LAKE') I - 11 __ ­-____ \;V_ - - � ' --I __- - (SEE DETAIL SHEET 4 AND THIS SHEET) _ ­ � rn k - - -____­t---- � I � 42 7 184 25.G8 -, , __ Rr ,� 5, � . 1, - I" ,� � - �\ I -, 'LL � E C AE,C -- , ------- --- \ __ 1 12 - SO CL , ___' L\ , ----_ 40 0 - ____ � I - I - 11 , STREET C --- i� - � I , - - ----- i �__ __- , I / IL L4 - - ___�9 m . __________ --___ - -__ __A I --- ; ---�_�__-_A_� � _�13 __--- 4+ - � I I i -- _ :�,=(3 �____=�k - __ ___ __ - _ _ \__- I� - _ �, I I -P� I ___�,� � - ,L \L, 00.0'8 CL LINE'A-6' ----V,, � ",L, URT � I W 11 SD CL-�� 17 1 �_ ' 1`��-�� -_______ - 1 59'37' -B 30' 1 P - in ' 240 U DITCH PER I C= " -_ _­_� ", -1 ­ --_­--- -1 Ln -- �` 43 / --,-_,,, � -- --- -_ CVCI' .F GRADING PLAN (A=+ K) _�, �� I I R 4A 4.43 1=152=i6l / I� -- _,_-I--- _____________ ______ ���� �" � '� ,, � f t2M_5_� L114E 17W� FL 1482.40 J,-.. � 11 �� 1, SNAPDRAGON 11_tl�- 21 IE 1475.70 1 ­ j i - - _&___!1___�_&L__ I N � � , � I I : i I (H-7.90',W=41 BLDG-r __ BLDG?t t,?3 L I . . I � 14+36.96 CL LINE IA-131i. ��� ) 51 I : 11 21 . ,,� 10+60.13 C LINE -IY @ io+00.00 C1,LINE'A-19' - I � � � 16+06.68 3 - 'A- .L N z G* EC I �� � I (EC N 1 2 "I I +0.00 - A=60*00'00'B=18',C=3.77',0=4 i L � 1, "� � (A=66*2'13"=4' E=2.36',F= 3',G=t35',L=2.60' BLDG 6& i i I 11 , A=65*22'13',8=18,C=3.23',0=24' -, , ) , I , , Zir 1. C=186',D1=2:361 1 i i I E=tl"f',F--0.21'.G=0.89'.L=2.47' . , 12�+,� - I " BLDG t&I =10+00.00 CL LINE'A-15' BLDG 66 �11 _�� � 167- FLOW LINE i . (A=66'20'41t B=18' I BLDG W a, I 1�1� PRO C=3.72'.D1= 2=361 BLDG 40- N I - BLDG* 17-1. 1 Ir BLDG1W BLDG Q-- i 1. w-, I %1-1 i :) BLDG 41- 1 b -_ __ �, I BLDG 78, BLDG 69- 13-b i kK voA- CL CO-2 qi� , � I I I il 0 18+91 92 E - - .1 ___-1n,IR;A -)) n 131 1 - I 03 18+20 C PVT DWY'X' �L_ _T I,� . _____ ,� I 0 TO 2 N ,I PROP R/W - i : ' ", , 8A - � ,�-1- -- _____� t i �z 43.41 LI -7.90',W=4') c, =- TASSF1 I - , i 'O I I..... 1� -pr I I I I i," 9 - I I ,�� � ''I I . - - "I BLDG 3r I� "­­ � I " I �_ I I L. 11 - L ,� !1!1:, E � i cn I---- I t.Ii i _�� ____ -----I---- I � ,uj - CATCH BASIN "F" DETAIL &. ,�,� I �� � :F5Fi "I I--- ,- -- - , Abe - __-_ I i I , __ I !; T' - -' I - _­�_,�- -g 0 , - SS_ f- � , ,�, �;j f E CTY WtMENT ____=�__- -I �__ i m _1 -�­ , ________1__________� ___1 , E1. � 1111 - �____- - M - / --- � �__-­­" ; lat ... z 1..1 , , P R/W � L -------- ­­,-,--- ,�L -i,­_�'N' ::: - I I �, .........��,­ I . �Z; 11 . f I - �_ - " , L I BLDG 44" 1 .1 I :i IIOP , -1. , """,'_����� � I "_1 40 20 0 40 80 120 1 I � "7- I --- __� __ '�!......,�- I� I , , Vbb I 2 I/W I I . ...� I � 1� .� PLAN: LINE"A-13" PLAN: LINE"A-13" GRAPHIC SCALE 1"= 40' 1 Z".1 I � .1.1 SWO,,00AIA, Pfio/,If J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS �i MARK: REVISIONS APPRV DATE I SEAL: 21.OUTHP,O T1,DPW1-1UI1E271 SHEET � I I -_ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EA E,.I',T!N ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ' ELEVATION: 1400.873(NGVD 29) ,& A U'J'51"' 5hd14 THE APPROPRIATE CONDITIONS 11 DEVELOPMENT All OR , , IOR TO CONSTRUCTION. CITY OF LAKE ELSINORE �I RIVERSIDE COUNTY DESIGNATION:E-14-70 DIG ALERT W wk&1�4 ESSf 1&� _A 2"3. . - 10 I - �:�J.�__ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 11 III;= _ § 949.588.0707 PH 'a DESCRIPTION;2.7 MILES NORTHEAST ALONG (t A� I I " , I OF ' 6�k­gm­mgx.. UNAUTHORIZED CHANGES, CANYON HILLS PHASE 8 J*_-' RAILROAD CANYON ROAD FROM THE CALL BARRY J.COW N - FNarNESTUNG COMPANY p�h�t I I j J�: INTERSECTION OF RAILROAD CANYON ROAD - - ,o 0-8. S.Di.g.-10-1d.-S-Lui,Obfi�-SA-hAd-S­­.m �T_ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 21 , _ AND STATE HIGHWAY 71,122.0 FEET BEFORE .No. 46568 1 RESPONSIBLE OR LIABLE FOR UNAUT14ORIZED CHANGES TO THESE I�-E; NORTHWEST OF RAILROAD CANYON ROAD, YOU DIr! /"-S�/f- PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO T14ESE PLANS MUST BE APPROVED SHEETS � 1 IZA� - E.".Moir * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. STORM DRAIN I 1.1." 6.0 FEET SOUTHWEST OF POWER POLE I__ � TFILE NO. I . 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I � I � f i t t c ; 4 _ I , I,I I-il.."...I...­­ I i --�---__- - ..., .1-­�l - --___ �____­__j_�_,_,_,.__._� I I I . 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 !9 A� 11 -11"', I 1 141z- i g I �Nl'___ 1-1 lA_w - A BLDG44 *0 CONSTRUCTI N N TE I. -", BLDG 94 BLDG W* BLDG 76- BLD � . - - - . ,� ,,I i,4,�l �*� LINE'A-16' (4-4 JoAiff!V BLDG lt :M (@ CON I --,r--- JiZ USEFE S 2`1 , :E SHEET ; 163 BLDG�W DSTRUC 18-RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING M815 _� BLDG W- N ECTION 306.1.2 OF THE STANDARD SPECIFICATIONS -- - � (6z @ CONSTRUCT 24'RCP PER PLAN PIPE BEDDING PER RCFC&WCD STD DING M815 I - I PRESTON COURT -_ -- � ;;;; I tff I AND SECTION 306.1.2 OF THE'STANDARD SPECIFICATIONS I I ��-�k==�_-___.__� 12 ;� PRESTON"- STREET CL !!!!!!!!!!!!!:!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!,!!!!!!!:!I..... (�� CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STANDARD DRAWING NO MH251 _,"Al"', I� __�__�_____ I - == '=*= -I -- . I, = 7 "I ------I- =�=�:=� I __x " - ,�_ -", - CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING NO MH254 ,,,�,, - _,� I I 11 -- (�� I BUDG+(,I I - - ,\\\ /:�_ , COURT BLDG.9 '+% ____,______­__.___- N L�A g CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD STD DWG NO JS227 - __.----I---- ;� 11 ----,- *`�� �,�/ -___;w����_ ­11 I L__ ------- (SUBSTITUTE TRANSITION STRUCTURE NO.3 PER RCFC&WCD SID DING NO TS303 j,", L , - � �, * Lu 1. -1 _ FOR UNCTION STRUCTURE NO.2 IF HOPE IS USED) I 1D+OO.( "'i'm; @g'L C''"Cl WESTRIDGE W Y �I �lli,�� - _V193.510 CL CB'20 1 1 ".6Z CL LINE'A �, �� . T,'.�IS , CL CB 017 AYTON DRIVE 1. - CONSTRUCT CONCRETE COLLAR PER RCFC&WCO STANDARD DRAWING NO M803 8=24,C-4.ZO',D-48- ., - � I J � sl�-- 9z 10+83.05 CL TRID,47,W.Ay 3 TC 1480.94 -� 11 1� ­__ (�) I 2i,RT-(H--=-, ' I CL C #19 lq:;11� E=2.83',-1.1s I LOCAL...�54 4OW'CASE C) OIL 03 20'RT(H=5.06',W=14' z� 18+00.31 CL PA (9 CONSTRUCT CATCH BASIN NO,I PER RCFC&WCD STANDARD DRAWING NO CB100 BLDi // BLDGe*64 BLDG Ii-&I I - LOCAL 27'LT I :5.541,W=211 -AL DEPRESSION CASE B) 10� 10.96 (H AND W PER PLAN).INSTALL 3'x5l/4-DAS MANUFACTURING INC.DURACAST STORM I BLDG 9-:jo X 1 V=2f DRAIN MARKER MODEL-NDL(140 DUMPINGI-DRAINS TO LAKE') I W& 10+29.78 CL LINE IA-151 � ID+30.33 CL L E IA-141 i :a� 1,e LOCAL DEPRESSION 'SE B) ", CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 BLDG 70- 10+23.78 CL LINE'A i8l � ��" (9 (CASE PER PLAN) ml BLDG 92 144 BLDG43 62 � 13L � 10+23.57 Cl I "­11' 145 BLDG 94 @ CONSTRUCT CATCH BASIN TYPE G-1 PER SAN DIEGO REGIONAL STANDARD DRAWING 1 7 PROP R/W PROP �CCN� I BLDG 7'r 10 : 14-s. No D-08,D-11A,D-11B,D-13& D-15..INSTALL 3'x5l/4'DAS MANUFACTURING INC. 0 R/W 11 (, i DURACAST STORM DRAIN MARKER MODEL'NDL INS TO LAKEI PROP 30+66.50 CL ASSEL .1 21 1 @L - : I Il R/W / 58'RT IN= '�: 11 i 2 (SEE DETAIL SHEET 4 AND_.T"HISSH 11 , - - 1 � 6 , , - I /, \ CL CB*15 11 /j I __�LINE'%-U' I I ,I � . I- � ,_�t,:!I!,�, - -, // TREET CL 1_1-- , BLDG?'0 SEE SHEET 1, � I I I BE S 10 -,,/,/, � � ­1 111. 11 �I .- 1475.13 -_�_ -_ � � I-_If, I I I . 11 .; 22'RT(14%Z04"W=21 �__ 1� . - 1_� - -�,, LOCAL DEPRESSION CASE ----.:�_______mm �-i__ �f�tI`1 11 �� ___al_,� '-_ErL_ ,I B) I - I,z�,,�, 113 - I - = �____ �__='d/ " 77777777�7,�MW J7 lll��ll =10+ #74AT 4:1 14ft;47 9. ,", __ ,I I kArnoo � 21 TASSEL WAY - , - -- I I �l 1 __*_--------­-4,�- 1 1 - 4 =10+00.00 CL LI 'A-18' k*44.- : � ,I I I I LINE- I ---____ � � _� �_ I LINE j N I\ I T Ll "I ",/ - A-11" -,�,\ , __ �, 'A-ro' - o / , - � r_cczl UTILITY - I . , - �� I A%I%.,- btt SHEET 12 -1.1 [ 41 q,� � TG I 11 -1 �. bHLLI ,\, - - - 4.4' 1477.37 1- 1-1 `11�QRVL____', "I -LI- \ BLDG& �g _,4 li I EASEMENT, �l �",,"�'ll BLDG 9:F ,_ t '11� - I ut; ,_� , 9 i"I_� i 1� ,- I ,1, I a� 1. PROP R/ �-I"---- - 'i 1 1 �Rl IN _____ JA� BLDG W FIG 1 4:1 i� I � �­ R/ � Ll 1 li4 � *"AT 1- . W`�,�� __---__ _� �,_ � (", (4z BLDG* t jkl:q�:W %4rj:p%eQ . §. zqllk �_� 1*1 -1 � ____ 11 ; � BLDG 4a _-I— __ L aEft-ll i �:"I 1640, I 2SID I IE,I I z."-,-7 __---- ,Sv�1__� � I -I I c FOR CATCH BASIN TYPE G-1 1..1 - I �_� PROP 1.F, --- R/W 40 80 120 1 1. I _�� 14, I __� I , , , 1.11 / 'p'i,__---- - � , ,�I I F Vil I it, I I 11 4 0 nmnnnmlw� 7- .� p� PLAN: LINE"i 1" &"A-1 211 PLAN: LINE"A-1 4"&"A-1 57 � I -L GRAPHIC SCALE 1"= 40' ,I 11 swA,jdwmA I VAIIII/If �� 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 6" REVISIONS APPRV DATE SEAU 5 J-1 I I L B BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH L2ASKOUTHPSO TE9DRIVE-SUITE 27 CITY OF LAKE ELSINORE E PORE T!N CA 26 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ?" ELEVATION: 1400.873(NGVO 29) DIG ALERT A\ rw.,m.y_ap ft-,jL�Ae'r-Is -THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR EMS9 I � 9.1-Ul., ". PRIOR TO CONSTRUCTION. - 11 I o Q �. RIVERSIDE COUNTY DESIGNATION:E-14-70 7L UnlWiml-S Ut-- "A-tL" -CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I OF ,,, DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES- RAILROAD CANYON ROAD FROM THE w ENGINEERING COMPANY ,i,k,,gi....I CANYON HILLS PHASE 8 .1 Z 11 11,11, I _� BARRY J.COWAN iQ6" 21 1 jg- INTERSECTION OF RAILROAD CANYON ROAD CALL - , . 0-. Sm Deg,�W-sdi,-San Luis Obispo=liakers(Wd=�,amem-Phi:ts,,b,-T­ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 1 -",u, AND STATE HIGHWAY 71,122.0 FEET BEFORE = . 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE SHEETS 11-E; NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! /6,-J-.,,r . C.".(,/So . PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN ,�� - //-oalo�- BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. I I .�-- 6.0 FEET SOUTHWEST OF POWER POLE R I t I __l FILE NO. t ­1 , I t � . . . ....... I . w 1_5 uat 4_, , lh5� � - . � 1+tx r � 0 .Ili vpw r � 8 rs ."I I I ir, �' �: , - t� , , "' " , , , , -- I I � I'D - _,�_ ­ t ;;_ �1�11_1'1 , 11 , "' '� - I...... I I - I - - I - I 915. - - - - . ,­_- -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 - KEN J.RUKAVINA,RCE-42866 DATE CIVIL I ISCALE: SHEET SPECIFIC 9 �;7 1 MARKER POST,A BRASS DISK SET IN THE ERVICE ALERT CHECKED I 1,1TE1 ENGINEER etz4lzols trl IN T ELSINORE OF C - ,5F TOP OF CONCRETE POST E COR Qt Igost 2 storking 4ays prior to exowitfing. FD I BY: IT, --- i�l I v a -14-TO. . ESIGNED BY: -DRAWN BY: OF EAKE . 119R�Yl._11WA`NrRCE -C46568 DATE [DATE: STORM DRAIN PLAN & PROFILE I I , I I � I ! Ill ___ ___ ­---___I----- a � ...................... ........................ .................................. ........... ............. .............................. .............. ............ .............. ............. ........................... ......................................... .......... .......... ........... ............. .............. ............. ........................ ............ ..................... .... ....................... .......... ............. ................................................t .......... .................................... ............... .... ... .............. ................... 4............ 4 ..................................... .......................I ............ ...................... ................. .......... .............................. .......... ................ ...................... .......... ................. ...... ............. ................ .......................... .........................:OF� I 1-4­-, . i L..................................... .................... iif MI ... ....... ............. .................... .......................................... .................... ............ .......... an ...................... ... ..........PROP FS V_ ........................... .......... ................. ................. ............. ........ ---------- .................... ............-Yo PROP 8�,W& IGL 100 ........ ...... ...............1PO-'.,YR I rV MIN. 3 a IqLR................. ....... .......................... ............................................................0% ............. ...... ..........E EV S .......... ......................... ............... ........... 12..............FL i467,597 ........................... ...I......i ...................... ............... ............. .............................. ..........A— rmr-PROP "low loot .25 GROUNL j • YR + + HGL ....... ....................VUQ�-534 P ............V4&r—8A4 VP& GROUND Ili 1.14 L F 3TR 168.76 LF 24RdP HOL CP ...................100­YR'..............................KD-1500)W/ WATER TIGHT J)INTS DIOS 4PRIVTEYMTA TY .... ...... ............. ...........� VL ELEV S ........... .......... NE A;13" ... ............. .................... ................. ...............I ............. ...................... ............ ...... .......... F 1,47, 9, ....................PROP ........ ................... .......... ................... 147I."............. 8.SEW CONC:COLL AR..................... ................ ............. .......... .......... ............... jm)=�7.56 CFS 1 z................. .......... ...... .............. VMAr 1443 1 X bRU > 474.0411- iIle............ ...................... ............................... ...... ................. ............ v 15.o4 F S 9 Ed p 20.32 LF 18-RCP A4 I A i I (D-1500)I............. ...... ............. .............. ........... .......... ......................................... ..................... .............. (PRIVATELY MAkITAINE01L";­­j .............4-11111111 ...........H T JO M WAI ......... ........................;� ; 4 i i 4 ; 1 !................................. .......... . ................ .......... ...... ... ... .. .... NIENDTI .......... .......... ...... --C C TO R MA ....... ONTRA ............... ......I . . r : I . I I 'TE:HDIPE PI SUBSTITU INLIEU F RCP' N............................. ............... .............. ...................... .......... ... ... ......................... ................ .............. .................................. ............. - PROFILE SCALE: filt uA-i a I non Le LIN! p F_�F* I R HORIZ: Vi!--4 O'#WFIL L VERT: I 8..............IPROP R/W 10+00 11+00 12+00 13+00 10+00 11+00 10+00 11+00 LINE`h- CONSTRUCTION NOTES BLD&S,- CONSTRUCT ILI BLDG 4- BLDG 43- AND 18-RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 6 AN SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS G42 13LDG CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD.DWG M815 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 4 CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STANDARD DRAWING NO MH251 a PROP R/W BLDG 3 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 BLDG4(94 BLDG?6- CONSTRUCT CATCH BASIN NO.I PER RCFC&WCD STANDARD DRAWING NO CB100 (H AND W PER PLAN).INSTALL 3'X51/4'DAS MANUFACTURING INC.DURACAST STORM C LINE'A-16' DRAIN MARKER MODEL NDL('NO DUMPINGI DRAINS TO LAKES CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201(CASE PER PLAN) BLDG,&14'SEE If LINE'A-tG.21 BLDG 74 BLDG SO CL 0*10+23.7 BLDG BLDG R BLDG-,it t115 BLDG BLDG 8- I 6+46.1 COU T BLDGet S TC 1481.01 'RT i4'BLDG LOCAL 20DEPRESSION5.W CASE ED BLDG fj IBLDG 89- +23.67 CL LINE IA-201=iO+0.00 CL IN 15+76.11 CL PRESTON COURT -SEE�SgHEET 10+80.00 CL PN� t7A.00 L E'A-18' TC i480.29 20'LT 04=4.03'ItM' BLDG Or LOCAL DEPRESSION BLDG 7+ BLDG 79- 3+1.42 CL LINE'A-. BLDG 1,9 CL CB*21 �T +71, BLDG LINE'A STREET CL LINE'A7-17 141 SEE SHEET Ill '0�BLOG42- -41Z IN `A-2 Lffi A 2V BLDG 65- btt bMtl TZ BLDG 67- NN BLDG OB- SEE SW 110 BLDGAg-btt SHEET� 40 20 0 40 so 120 PLAN: LINE"A-1 6" PLAN: LINE"A-19" PLAN: LINE"A-20" GRAPHIC SCALE V= 40, J-14905C CAUTION;LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET REVISIONS APPRV DATE SEAL. UTHPO TIDRIVI-lUrrE275& " OF LAKE ELSINORE L 0 BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESS11 1.O�E ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY ELEVATION: 1400.873(NA 29) 111324v I.APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-TO DIG ALERT Iff-jW CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED, 12 DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COM UNAUTHORIZED CHANGES, OF PANY CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL ARRY J.COWAN f, 11�, � CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD ;; Orange Sii,Diego-Riverside-San WN Obi,p,-BA­Wd-S­­ RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 21 BEFORE 46568 SHEETS AND STATE HIGHWAY 71,122.0 FEET YOU DIG! A PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN NORTHWEST OF RAILROAD CANYON ROAD, 613d4 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE FILE NO.1853732E,1.0 FEET NORTHEAST OF A 1-800-227�R2 KEfl J.RUKAVINA.RCE-42866 DATE MARKER POST,A BR �,E�T.IN THE CHECKED INTERIM CITY ENGINEERCALE: SHEET SPECIFIC UNDERGROUND SERVICE IT'14 CON of lacsf 2 wrking day N,RCE -C46568 DATE DATE:0 K TOP OF CONCRETE POSTE 600 DESIGNED BY: DRAWN BY: By. C OF LAKE ELSINORETORM DRAIN PLAN & PROFILE VICE ALERT OF CALIFCB�"CDXA t . ............... .......... ....................... ........ I ..................................................I............... ......... ............. ................... ........ ............. ........... ............I ................ ............ .............. 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I............... ........... ....... .......... ............................... 19, 1.111.1i Ofl .......... ..........Il ............. ............... ........... .......... .................. ............I .......... .......... ................ .................. as Ir ............ ............. ......................................... 3 S=O. I ......... j� ........................................... .................w 4 RCP: + I .........z ................. ..... ............................. ........ ............................... ......................Z ­­,_ .......... I .. ...................... ................... I ............ ...............................WA' 1004YR P ..................... ......................... .........PROP 12'WAT-0 100-YR I ........... .. ...... ..............+7.............L IN.:CLR IT(P)I ................................. ............. ............. ............FL "7185 ............... ............A ........... .............. ..........a,S I*LINE'A'�/......—----- ............................................ .......... ............................42 5 kfn-I ...... ....g ,*+;7 .1 i I-­11' ­­ ­­ .z, ............ ..........ILf''18# ........... ..........F 14............... ............RCP'** ,­­ ,� W. .1- -.....................................16 7 32,CFS ..................................... ............. .......... I ...... ......I-.14 J FPS Ix.5 ­(PRIVA TELY MAINTAINEDY EX GROUND� (DrlSOO) I -13.9 CFS rtF RCP VMAX 13.49 PPS I VmAx-15.94 FPS(Ti 32.9Z LF 24�RC F 18'2T.11 .......... ......(p ELY NIAINTAI NIED5 RIVAT IVATELY MAIN­AI I------------ .... ... .......... .........................ICON TR.ACTQR................ ............. .... EX GRO ............. ........................... I SUBSTITUTE,HD.PE:PIOE LIND ......................................... .................... I ............ ... ... IIN LIEU OF ACP I................. . ..... ..................... ......... ............. .... ............. ........ .......... ..................r PROFILE SCALE: ............ 'HORIZ: 1'�-40'i PA0fI Lt. LINE%-2111 1 IPACiFILE. L e P1401FIL9: LINE Wl'.......... .............. ................ VERT: 1�-8' �za 10+00 11+00 1 0+00 11+00 10+00 11+00 12+00 1 3+00 14+00 4 BLDG�- I-Q. BUDGq* 10 CONSTRUCTION NOTES BLDG 6�6 CONSTRUCT 181RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING M815 BLDG\7r 201 1 LINE'A' AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS BUDG93 SEE SHEET I I BUDGq 21 CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING W815 rr LINE BLDGa6 lie AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 10 [31:56-6 M3 CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STANDARD DRAWING NO MH251 BLDG W t4o CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 BLDG i? I CONSTRUCT CATCH BASIN NO.I PER RCFC&WCD STANDARD DRAWING NO CBIOO BLDG w Isk (H AND IN PER PLAN).INSTALL 3-x5l/4-DAS MANUFACTURING INC.DURACAST STORM I BLDG BLDG R DRAIN MARKER MODEL*NDL VNO DUMPINGI-DRAINS TO LAKES BLDG 1q4 BLDG PH 10+4.65 CL 35 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 18+20.65 CL S 0 LINE CL LINE-A--2234w 13+21.5 (CASE PER PLAN) + -25"=110+0.00 CL LINE'A 20'LT =4.50', 4- SEE SHEET ; 1 12+76.81 BLDG 4 OrAL Or BLD&B4 .1 r, C BLDG 74-SO CL 21 BLDG 4e A n ki 12+6U5 E 104, 10+23.67 CL LINE'A-21' SD CL STREET LIN 'A-22' BLDcsT (3-z,o PROP --A-24- BLDG W VINIE-A-2i- R/W SHEET 14 STREET CL IA-231 10+73.90 DAHLIA TC 1491.66\2 BLDGA&a. '�11 1 20'LT(H=4.SQ',W-14' C'I.82.35 BLDG 4 BLDG 39- BLDG 48, BLDG 02- LOCAL DEPRESSION CASE 5)20 BLDG ff I LOCAL (H-4.W.W=2T BLDG*L AL DEPRESSION CASE B) lot BLDG* 11 4- I2 BLDG 56- I)c BLDG- 1074- AS gut Lwr BLDG W-to( P P R/W LINE'A-2r 40 20 0 40 so 120 PLAN: LINE"A-21H PLAN: LINE' "A-2211 PLAN: LINE"A-231 GRAPHIC SCALE 1" 40' .5wd, awvool, 511oler J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS -6 REVISIONS APPRV DATE SEAL: 2SOUTHPO TE DRIVE-SUITE 275 SHEET BENCH MARK: LAKE FOREST!N CITY OF LAKE ELSINORE DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH Es-sf CA 926 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION; 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 13 RIVERSIDE COUNTY DESIGNATION.E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. OF DESCRIPTION:2.7 MILES NORTHEAST ALONG k-gin-ing-, UNAUTHORIZED CHANGES0709 CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL BAR J.COW N IENGINEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE S­Di.g.-Ri—id.-�n Wi�Obis,.ii.k-11,4d S.—-Ph -T­ m onceVTTM #36117 & #36118 21 INTERSECTION OF RAILROAD CANYON ROAD BEFORE N.. 656 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIW. PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS F, NORTHWEST OF RAILROAD CANYON ROAD, E... BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ST'ORM DRAIN 6.0 FEET SOUTHWEST OF POWER POLE FILE NO.41 SCALE: SHEET SPECIFIC 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE'42866 DATE CIVIL MARKER POST,A BRASS �K INTERIM CITY ENGINEER IN THE UNDERGROUND SERV ICE CHECKED I" DESIGNED BY: DRAWN BY: BY: IT F LAKE ELSINORE OF C BARRY J:CCrW DATE DATE:TOP OF CONCRETE POSTE ca STORM DRAIN PLAN & PROFILE 1 at least 2 working days .......... ............ ........... ..................... ............. ....................... .......... ............... .......................................... ............................. ............. ..................... .............. ............. .............. ............................... .......... ............. ............ ---------- .................. ............. .................. ................................................................ ....... ....................... ............. .............. ......................................... ....................... ............... ........... .............. ......................... ........................ .......................... .............. .................... .................. ............................ I.............. ............ ..................... ........... .................. ........................ ....... ..................... ......... .......................................... ...... ...... ............. ........................................................... ................. ... ... w1500 -------...... .... ........................... y .....................z.......... .............. .................... ............... ............ ................ ..................................................... .................. ..............f- , 1 7 C 1 �r--T.11.11 --, -1--1--,---- !� i� i ............................. ... 7........... .............. .......... .............. ........ ..................... .............. ............. .................... ...... .... I ..................... .............. . . PROP PROP P4 RCP . . . ............. ...... ...... ........................... .............................. 6L..................... ........... .F5.............HGL- PROP, 80WA P,fs, :,-FS: ........ PRO ... im ............... ..............T MIN,6L HGL .......... .................... -NOR 81,W0.T ».................. .............................. .............. ...................... .......................... ..........................I NiNt CLR H .............. LiNt�A .......... \FL,1475.22 -,PROF'0 FL 1476.29 t u- LIr PROP�8'$EW: IRCP FL'4476.65 ............. ...... .................... ......................... ........................ I........... .............. 64K..............!�S4 ............ ............W .......... ........ ....... ......... ................. +.... ...... ................ ..... ......FL 1476) t I ; 11.1�.... LF lg'RGP**14:11 ...................... S=0.1000 113.46 CPS. 0�15......... V:z 1 14 65 0+ .......... VATER;TIGHT-JOINT$ ............14.39 CFS v mau!q .13T.CF5 FPS'�Pvoz 2IL1?2.CPS V............ .......... ELMAI*- '�L........... mAx 4.58 FPS 29J3 LF,2A'ftCf+* LF 24"R owj (D-1500) 29.73 fL PROP 00) o 18-RCP WATER TIGHV'JOINTS ...... ............ .......... ...... ....81500)i ID-1500)(PAIVA, -Y MAINTAIN L ED) (PRIVATELY MAINTAINIE D................ ........ ............ ............. ...................................... ....................... ........... ..................... ............ ... ............................... i ...................... ................. ................... .......................................... ............................... .............. ............................ ...... ............... ............. PROFILE SCALE:.......... --40' SUBS IT TE HDPEPIPE LIN15 HORIZ: 1 PAOFILE LINE PR PAOFILE:LINE'IA-i'124" rt 'A* OFiLo: LINE"A-............10+00 1 1+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 BLDG 75 10b BLDG 54- BLDG 5G- BLDG 49-- BLDG 40- CONSTRUCTION NOTES BLDG AL LINE 1-2V W CONSTRUCT 18'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 S SHEET BLDG* IST SEE SHEET IS AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS> BLDG 60 CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M8115 BLDG AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 2 CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STANDARD DRAWING NO MH251 BLDG-9e BLDG 44� 32 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 GWNIA BUDG40- BLDG 9t BLDG et tS(p U) CONSTRUCT CATCH BASIN NO.I PER RCFC&WCD STANDARD DRAWING NO CBIOO(H AND IN PER PLAN).INSTALL 3-x5l/4-DAS MANUFACTURING INC.DURACAST STORM BLDG 48 DRAIN MARKER MODEL-NDL VNO DUMPING!-DRAINS TO LAKE)CL C8*3 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 m+63.12 L HIBISCUS (CASE PER PLAN)1486.34 BLDG 48 BLDG 48- 27'LT(H=4.98',Iti L C8#34�4' 10+63.12 CL H B us LOCAL DEPRESSION CASE Q 3 BLDG @L� BLDGtr- BLDG+- C 1486.34 BLDG 4r LINE%14�@ to CL 8. LOCALDEPRIES ION CASE C)CL CB-26 31.75 CL LINE'A-27' 100+2.4 CL LINE BLDG4& 13+42.92 CL DAHLIA POP R/W TC 1483-10 CL C .35'BLDG 20'LT(14=4.53',W-7 R/W PA.SY PRO CL GO*27 LOCAL DEPRESSION CASE 8) +65.68 CL o IA BLDG 68 196 TC 489.3 I; 10+22.73 CL LINE'A-24- 20'LT =4.5 BUDG4+ 258 BLDG OW& LINE'A-2 LOCAL DEPRE I Abt 0)OCAL DEPRESSI ASE `A-Z811 BLEIG 40-ZS1 10+ 7 CL PROP WESTRIDGE WAY Lff%1 LINIE - 0 BLDG PROPR/W BLDG 74 Z BLDG 96-z STREET CL- LINE'A' 'A-311' E SEE$HEET 7 SEEE W BLDG+-+L BLDG 3&- „".a" \ m I. 7 5"PROP R/W BLDG 73'Ift BLDG BLDG f- SEE-32' A�BLDG 74-L LINE'A SEE 16 SEE SHEET S ram tA;I- 40 20 0 40 so 120 PLAN: LINE uA-24"&"A-25" PLAN: LINE"A-27"&"A-28" PLAN: LINE"A-29" <* GRAPHIC SCALE 1"= 40'S w 8 BvrvA 911,oll.0 d-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL- 1 2 SO TH PO TE=-SURE 275 SHEET ESSf LAN RE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR UW� V"41th THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EU Fop A 'EST!N ELEVATION: 1400.873(NGVD 29) Pt THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CA PRIOR TO CONSTRUCTION. CITY OF LAKE ELSINORE DIG ALERTP 949.588.D707 1-D RIVERSIDE COUNTY DESIGNATION:E-14-70 21 t -gl i3v%I CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY UNAUTHORIZED CHANGES CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN �n Oft.- S-W,Obimp.-BA—Wd- Ph—m�T— CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 21 INTERSECTION OF RAILROAD CANYON ROAD BEFORE No. _ ____ RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 SHEETS AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN 6 E; N BY THEPREPARER OF THESE PLANS AND THE CITY ENGINEER. NORTHWEST OF RAILROAD CANYON ROAD, .-O FEET SOUTHWEST OF POWER POLE 8I2¢�)5 SCALE: SHEET FILE NO-1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 K N J.RUKAVINA,RCE'42866 DATE CIVIL MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED- INTERIM CITY ENGINEER Of C SPECIFIC DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE R --I a 6 F TOP OF CONCRETE POST E-14-70. Cal at least 2 working days prior to excavating. BY: BARRY J.CdWAN,RCE 'C46568 DATE JDATE! STORM DRAIN PLAN & PROFILE .......... ............... ............... .............. .......... ................ .......... ................................. ......................... ........... ............. ........... ............. ......................... .............. .......................... ........... ............. .............. ............... ...... ...... ...................... .... ...... .................. ;,......a,.. ............. ...................................... .............. ......................... ........................i .1_41_1_1- ­­­i ! t j ! 1 ,,t­,1 L 111�1111111i­­.i..­�­­ 11­1�� 11i'll-1-., ............. ......................................... .................... ....................................................... .............. .......... ................ ............................................ .... ...... ................................. .......... ............. ........................... ................................. ............ ............................................ ............................................................................... ............. ................... .................. we! I1 50 ........................................... .................. .......... .............................. ............ ................4­ ........... ........... ............ ............... ........... ............... 4...............4�................................................. ZE ...... .............................................. PROP F S.............. ............ ................................... ............... ........7 t .......... HGL................ ............ ........... ..... ....................-0 1990 ............... .................._­-.....................% % S aP sa............. 1GL..... ............. .............. .......... ..............T ......................................... ............. ...........i......................... ............ ........1QO-YR Vti 'ELO. ............S=0.0050 .............a ...... .....................P ,4 2 Z, . ............................ ....... ............. ...............+go t ................ ...... ...................... ............. .......... ............ .......... ♦ .............+ ............i ............ ......... ........... ...................4 ............I............. ........... ........... ....................... .......... ...... ...... .............is.0 W CrS .... ............. VmAjr-"Cal FPS ........................ ............... . .....4.87_FPS, VMA)s 13.85 FPS m 269.32 LF 18, .............R�CP 24�RCP ............................. ........... IRCP. ......�(D-150 (D-15M)Wk*ATR'TIGHT 44011 IT ..................WkiWAFEW TIGHT� OINTS—— W/­WATER TIGHT�Mt T . I t­, �­.14 'I L­� W ............. ...........I 4ATER­TIGHT JOINTS,(PRIVALELY MAINTAIN D) A' IPRIVATELY MAINI Al(P.RIVATQ_Y MAINTAIN NED)IPRiV A............................. ............ .......... .............. ................................... .................................. ... ... i........... ............ ............... .............. Y 41PONTRACTOR M ? ....... ....... ............ .. 4 SUBS TITUTE HQPEA 4t I ''IN;Lit 'OF............. U.......... ...... ................... I........... ...... PROFILE SCALE: I . ................... ... ... .... I --40' PROFILE I n 611 45 A 9 HORIZ: 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES Ft BUDG8, 19b GANDELIoN CONSTRUCT 18'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 BLDG 50 23 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS 20 T9 21 CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS PROP BLDG BLDGfG-Zig CONSTRUCT 30'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 /W 10+45.21 CL L 6. BLDG Ve BLDG-4 BLDG-i+ BLDG 766- AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS E`A-2 BLDG 49-%II. CONSTRUCT MANHOLE NO.I PER RCFC&WCD STANDARD DRAWING NO MH251 + 11+8182 11+86.65 L INE'A-26" BUDG* NS =10.0.0 CL LINE'A-28' EC CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 BLDG1r CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING No C8100 W AND W PER PLAN).INSTALL 3 X51/4-DAS MANUFACTURING INC.DURACAST STORM BLDG40-2.W GO- BLDG-9il Z14 DRAIN MARKER MODEL[STALL VNO DUMPINGI-DRAINS TO LAKE)CB6F- 6 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 ac 26+76.91-CL CLOVER (CASE PER PLAN)TC 149?-47;kir 20'RT(H=4.94',W=14'ci ',�/�i 12+8.3 LOCAL DEFI ESSION CASE B)PROP C BC BLDG 0 2?4, BLDG BLDG 70- BLDG 28.2 IS- R/W BLDG 78- 6 21 BLDG 79- z6c 16+24.39 CL LINE IA-261 21 yyyzvp 1+28.68 + I DF —9v BLDG4Fy BLDG 4ry T -LIK,A-A *2 +55.07 13+50.40 B 2 SEE SIFIVII 10� 2 BLDG 44 7-3.k �NSYBLDG 28 PROP R 3 4+-26.5 BLDG e6� BLDG 4&-, EC/BC BLDG S+ ZZ4 BLDG-to-44. 13+53.2 CL LINE'A-26,PROP R/W =jO+OO.00"CL LINE'A-29' tt BLE)GOit? 3' lg BLDG 40 20 0 40 80 120 IPLAN: LINE"A-26" GRAPHIC SCALE 1"= 40' 5-0, ,011A0A Ij—1 z9_05c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL: 2 5 BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKOUTHFSO TEDRIVE-SUITE27 SHEET E FOREST, CITY OF LAKE ELSINORE CA 92Q. ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 291 DIG ALERT A 9mLv*3Q Tt;4V�A%'X 31U&THE APPROPRIATE CONDITIONS 11 DEVELOPMENT A111IR PRIOR TO CONSTRUCTION. 15 o2 RIVERSIDE COUNTY DESIGNATION:E-14-70 A 24, j ?—'b CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. OF UNAUTHORIZED CHANGES;DESCRIPTION:2.7 MILES NORTHEAST ALONG CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL .ENDO COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD Orange San Diego-Rh,enikle-San Wis Obispo-Bakersfield-Saeouranno,-MEN.Tmn VTTM #36117 & #36118 21 BEFORE 17 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE SHEETS AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN NORTHWEST OF RAILROAD CANYON ROAD, r THE CITY ENGINEER E.O. BY THE PREPARER OF THESE PLANS AND FEET SOUTHWEST OF POWER POLE KEW J.RUKAVINA, DATE CIVIL FILE NO. 6.0-1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 RCE'42866 MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER IN its SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF c R TOP OF CONCRETE POST E-14-70. 9. BY: DATE:'n1l. -N',RCE-C46568 DATE Cal at bast 2 orkIng days prIoi­to excovatIn BAI 5A STORM DRAIN PLAN & PROFILE I ......................... .............. ............. .......... ............................... ........... ...................................... ...... \- ........... ........ ............................. ............ .......... ............................ ........ ................................................................. ,I .............. .......... .............. ................... ............... ...... ....... ....�4 i .. ........... ............ ...................................... ............ ....... ................. ................................................ ............. ...................... I........... .......... .......... ........................... .......... ...... --------- ......................... ............... ............ ................ .............. ................................................... .......... ........... ........... ...... .......... ........... ...... ................... c� I.......................... ............. ............................... ............ ....... :3 2 ......i............. --- ........................ .......... .......... .................................... ................... ............. ................ to a ............ ............ ........... ............ ............... ..........z + ..... ..................... ................. .........PROR+ PRO I.......... ...... ........... .............. FS ............. ...................... ...... ...... ..........PR ","GR L PROP100. ....................................... ............ `YN . ... ................ 1148-ELEV S TL. 4 1 LANE iA'� PROP&UN6............ ..... ........I4�MK UR ........... .... .................. ........... 4 PL 1479.19;, I ................... ...... ................ ......... ....... ....................................... ............. ...................... ............................................. ........... ..........—T lz 3E 0100=lOw7O VmAx=9.95 FPS .................Oloo= 12Ai tri I 8-4 i ! i z 1 i . .........................VUAV,53 FPIS""�,�.1.11"��111.11.1111.1��l,I ................. ............. ............VMAX Mkt= 27.65 LF 24'RCP,**-,326.42,.LF 14'RCP . ................................... (D-11500)....................... (D� %T................... JOINT9111�W/ WATER TIGHT JOINTS I I.............. ..................................... .......i W/ WATERi"TI$HT JOINTS 1PRIVATELY MAINTAINED)D) iPRIVATELI AAINTAINED)(PRIVATELY MAIN AINE p................. ......................... ............... ........................................... ............. .......... .................. .... ..? ........................ ... ........................ ................... .................... ........ ........... ............ �OOTRACTiCIR,MAY ....... 'I 7p,E ............. ............... ............. ....................... ... ...I ........... HDPE P SUBSTITUTE, .............. IN LIEU OF:RCP .............................. ............... ............ .................................. .... ..I .............................. ............... .... ... ...... ......... ............................. PROFILE SCAB E:IpRQFIL15� LINE,"A-11 P140FILE: INFE"A-30" Ps onU. L049 . . . HORIZ. ...............---------- ...... VERT: 1 8' 10+00 11+00 12+00 13+00 14+00 10+00 11+00 10+00 11+00 c* CONSTRUCTION NOTES BLDG4991 tit BLDG�8& R4 BLDG-e J(p( BLD047- BLDG+B- CONSTRUCT 18'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 BLDG 444 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS B 2 -4.:II,� I" 167- S BLDG tOr BLDG i92 LINE'A-30' f 21 CON CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 , 1, 11 SEE SHEET i6 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS PROP R/W BLDG Q4- BLDG �66 CONSTRUCT 30'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DING M815 (1�b I- AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS BLDG lae- CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STANDARD DRAWING NO MH251=10+00.00 CL L E`A- rK CARNATION CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 I—AT-110—BLS'{ BLDG Ns CO TRUCT CATCH BASIN NO.1 PER RCFC&WCO STANDARD DRAWING NO CBIOO INE (H AND W PER PLAN).INSTALL 3X51/4'DAS MANUFACTURING INC.DURACAST STORM 2 S11 CL BLDG 96" DRAIN MARKER MODEL ONDL VNO DUMPING(-DRAINS TO LAKE)CL CI3-0 LINE'A-3r C 14 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 13+97.09 CL HIBISCUS C 148 27'LT(W 97',W= �,SEE SHEE 14' (CASE PER PLAN)27'RT LOCAL DEPRESSH N CASE C) BLDG 74' LOCAL DEP --SSION CASE C) BLDG-1 -A-31- BLDG A t4t %Aq 10129.53 LINE PROP SEE�H� STREET CL iO+28.96 CL L ME`A-32" o R/W C BLDU-44- BLDG BLDG W PROP W PROP R/W LINE +79. -30-9 CL LINE'A+00.=10+00. CL LINE`A-34'BLDG'Jrlj% -A-32' SEE SEE LINE 20 IN BLDCW BLDG PROP SEE WESTRIDGE WAY BLDGee 116? BUM I BLDG 7& L) SEE SHEET i4 o PROP PROP R/W BLDG-1- BLDG 2- BLDG 89- BLDG-@ IQq BLDG 8-149 1*46. BLDG 4-4- BLDG 4& Im 1-1 I i LINE'A-26' lei b S&ISKrV BLDG-r o BLDG,� 40 20 0 40 80 120(acl o .3211 GRAPHIC SCALE 1" 40' 7:E PLAN: LINE"A-30" PU LINE%�' V&"A ti s w 6 6 V.VA Plio REVISIONS APPRV DATE SEAL; 2 J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LASKOUTHPSO TEgDRIVE-SUITE 275 OF LAKE E L S I N O R E E FOREST, ORE T!N ESL CA 2630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY ELEVATION: 1400.873(NGVD 29) DIG ALERT AL UtLIDIttim * V-50 152%4S A lk* THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. is RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN HE ISSUED. 949.588.0707 UNAUTHORIZED CHANGES OF lk I DESCRIPTION:2.7 MILES NORTHEAST ALONG A �=oV L.. t, ENGINEERING COMPANY CANYON HILLS PHASE 8 AD FROM THE BARRY J. AUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 21 RAILROAD CANYON ROAD CALL COWANOWAN Sm DIW-R�.i&-S.�L.1,Obi�p.-BA-ftld- T.—INTERSECTION OF RAILROAD CANYON ROAD -H,04t�qdOfb VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE T YOU DIG' r-,,�- * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS NORTHWEST OF RAILROAD CANYON ROAD, E.P."8111 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.0 FEET SOUTHWEST OF POWER POLE FILE NO. Kn J.RUKAVINA,RCE-12866 DATE CIVIL I It# C4 R ILIG4 E 3� ILIG jX-A-30'SEE EET V1 BLDG Q1 SCALE: SHEET SPECIFIC ... 1853732F,1.0 FEET NORTHEAST OF A 1400-227-2600 1 MARKER POST,A BRASS DISK ET.IN THE UNDERGROUND 5FE—CKED INTERIM CITY ENGINEER ROUND SERVICE ALERT By. CITY F OF C ZZ TOP OF CONCRETE POST E 14�7 Call at least 2 working dals prior to !jtjQ. 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I ; i ; I ; . � . z : � : � : : � I I I I I . � � ; r : I : I ! i : � � i � ; : - � t p 7 � ��_ I�_L�� 7 " , __ : : ; f � I j r I j � a I . . � � � n 4 � : I � � � � i � � � I I � I I � � I I I I i � � � � � . ! i I � � 4 � 4 � T __ "",-----i,-- . . _...�, , L I I I I . - I I I I I I . I I I . � ! � L-L-L-Li-i-l- � � � I I I F It,K 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 12+00 13+00 14+00 �� I E , I 11 , , I .��,e, �,11 I � 1-1 L.......�_1.11-Ilim I.. I ; � 1497.3'4CL LINE'C � ,_I � ll"� CONSTRUCTION NOTES 18 :�,':�-­"l::: -.:' .�7 ­­..-,, ­., .L L'- ..... . I ,. ,, - ,,, L - _1­1­11� ,-,--t, " _fO L J.IHE-C-2 11 BLDG 21 BLDG 24 .. L , 20.00 I ,.��,��--.�:....­,"L, .L I -I I 11. 11 .7.",.�,�"'-­'��'.%, ". �L �....­_. ­", I I 11 " 1C I lt.tu)rl LINE'C- CONSTRUCT 18'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 L BLDG 22 BLDG 23 �",.......,....:.,,,.,....%L"�,- �_,�� �'..- � ........ 10+4.5 CL I - P 11 9 AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS I + _� . . ,,- i � ,, ... r---�... ". 10+0 00 CL L�T'C' 0. " -----/ �, I ,:,."� , "��.'L "%. � -� . L 7 - . .. - �- - 21, � @ " L I � ":8!Y,P=0.7S'G=l =2 45' AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS I , . _ - - 100YR- BM 5 CONSTRUCT 24-RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 , I . z 1 1, .., : . . .." , ., i � i j WSEL �::� , . � !,5", . � , 1'�yll :-:L'��-� .L IL 1 I I I 11 � ''L", . I . j - 'i I �:'%L.. .:' , I'm � . . .. , I I �,�'. -, , .� . ., .�] ; ! 1, " _..�" , I I L PROP R/W 9 CONSTRUCT 30'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 -, I , i i i, , I LOT.I 11 � ,_ , " ",III- ." . �,�,,,,,\. ."� � L :. . , .,�, . , ...�,�' r'",�," " I. AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS I _ _66 � , I I,,..w ' ,.,..+,"\.."I �'. L I�"��*;,, L/J11 ,." "I ,I I �_ 1- 1-1.1. ­___ -, ,�, ..11 I.I 1 BLDG 4 CONSTRUCT 60'RCP PER PLAN,PIPE BEDDING PER RCFC&WCO STD DWG NO M815 I _____ - I 11 --- lr� 1,,WSEL , , , v f� � , '.� ........._,______ - �l I I 9 NO SECTION 3D6.1.2 OF THE STANDARD SPECIFICATIONS I I I I -____�-L ---_---'-r- V_ I I LD I ,,\�. . . ; z.�� f�� ,r CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STANDARD DRAWING NO MH251 ;­ 1\ L, -!;; L I , - i �� -1 ­� I "' ; ?� ;�� /,, - BI.DG 3 1 (�� I ,QLAC t �i ts* ,��le� ;, � 1, ii�,-- I;,. / _,,_, . I I . ;,. __­­L..........­_,_", __ .."..I..� U __ ­ - - L CB I . �. ­ I 3 3 5__ / 9 CONSTRUCT J NCTION STRUCTURE NO.2 PER RCFC&WCO STDL DWG NO JS22T I --- -31 1 � . . ­_:��__: I -C-L-CB-_vi 19@ I I� L i j' ;I j, _,�_ =11_111_ __ _ . . , .,�7 (SUBSTITUTE TRANSITION STRUCTURE NO.3 PER RCFC&WCD STD DWG NO TS303 ......� ­­­­­ I I ... '____ 1 1 j �� ! ff �f / I.,.. 1 0+65.36 CC HIBISCUS . � � : ­ -­I I­11-111_ ­ L.. - FOR JUNCTION STRUCTURE NO.2 IF HDPE IS USED) I rp p �1.... @@�10+66.3t'CL 190 Tt 1488.33 L I . I ______ '.L 1. I 2D'LT(H=5.6?',W�14' L LINE'A-35-1t.-1330--- ­ I., I�, .11 I . - I -(F=- - I LOCA DEPRESSION C�SE C) 1=11.3"=501-­­­_=____­­­­ �I 9 CONSTRUCT SLOPE ANCHOR PER SPPWC PLAN 221-2(SEE DETAIL SHEET 3) .-I I ­­-L.....- ... I - �&if 4 44'_W _ �., I ,,, I I LOCAL D PRESSION CASE C) -_\ �-,,,, ­­­l,,11 9 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 I LOT, /'l , I I -I 11 11 i BLDG I �/X , , .". Is CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CBIOO :-21 112� 10+ I LINE 11 I..L:.. BLDG 1 (9 (H AND W PER PLAN).INSTALL 3-x5l/4-DAS MANUFACTURING INC.DURACAST STORM I L LINE ­1 23.67 CL LINE'A-34' I���-.�,,,. I N_ I -1w, DRAIN MARKER MODEL-NDL VNO DUMPINGI-DRAINS TO LAKE') ' 1. .. I I �*L, �1\ '. ', � , . , � , . , %, . , I , i � ,� , � CIL - 1,.� .I�, , , I 1_� � . (8 CONSTRUCT CURB INLET TYPE'B-2'PER SAN DIEGO REGIONAL STANDARD DRAWING I I... � ,.,, , , A If / �_ BLDG 44+ 1 , � , .. I I- ll�- 21 D-02(SEE DETAIL SHEET 4) "'I".1'....,%"7�,. , - �.\ - .- ': �w�, 1143, 1 ­ t I" "" I ,.....I I.-�.� .. r--, _,�w 1\ 9 I �a I bLU , ,,,, .�.'L..'.��, CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 - , 1. ��, I BLDG46 11,6 I,.% .%�L,c�, ...... . . 7 \\ (CASEPER PLAN) I " ��1,. 5f ��,�".­ (..`..,'k CONSTRUCT MODIFIED U TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING �l , � , .k� \\ .� ' ''� Lj%­� -11 I .i , % I�,'I�o .��,-. fE_STH�&_7 ,N�_� (�� . ",��- , ..� - .1 i'.�. 0 -34,D-35A & D-355 (SEE DETAIL S14EET 3& 4) 1 \\ - X - I . BLDG ttO I BLDO 61 \\ , I CONSTRUCT WING TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING I It (* I � I NO D-34,D-35A & U-35B(SEE DETAIL SHEET 4) - �� , F� OL SO C ""'11--1 , �i � \� I * I BLDG 98 r* ��l � A , �' Zz , ,,, I� I I" le`� I , � .I k.I 1, I \X� BMASOINN ____- - �l -_ 9 � BLDG-P ��.-�%� 1, ! j�,� . . I . 1� "I .,.�I;.�- I I I ­_ � ;-*, i� . BLDG"O I(.?- �I I,.I, L 1.11 � -- _07 Ct k, I;L,- - . � V11 I / /11 , - _ - ._. 3 - L---L :� �, ", L L I 1: tl* BLDG AQ- ­­. 11 ",11'I'L,,� 1\ f 11 ,�� BLDG 59 LINE'C' I . . \\ :��___ / 17 L� - I,� I 'i IN - - I i -.- 1% --- Z-__ /� :, "I '!,a.*1. ­11- I L �_, � I - --------.­11- I I I I �, .. BLDG68 I I �, .k� �.1 6b --- --== 1� -, TC 1394.26 E \ I -�----. BLDG 58 , " ZO'RT(H=6.76',W=2T -@@ AS - �Q , L,i- li 9 BLDG 40 1- - / "I, III; I � ,I s k6lo BLDG 4G4 I I -__�==: i " 1, I I - 11 I - L DEPRESSION CASE Cl I" 1, N 111 - __ - - /-/ � __ 40 20 0 40 80 120 �. (-+(p /// , . .I � , I I I 11 I , , I i I �;�� "A-33"&-A-34" GRAPHIC SCALE 1"= 40' �� P 1. -'"--�-+,, PLAN: LINE - PLAN: LINE"A-35" PLAN: LINE"C" ;_1 I 8 I 5�As, Ag VNA,tP//o/ll f + �� -14905C CA TION:LOCATION OF EXISTING UTILITIES ON THESE PLANS 6 R REVISIONS APPRVIDATE I SEAL; 2 SHEET ! I L 0 BENCH MARK: LAS,OUTHPSO TE,DRIVE-SUME275 J U CITY OF LAKE ELSINORE E FORE T!N I DIG ALEPT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESSF CA 2630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR 2' ELEVATION; 1400.873(NGVD 29) lk-L A %�%Jmraa * wvemp4c, pt THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 1 949.588.0707 PRIOR TO CONSTRUCTION. 17 1 b-6- RIVERSIDE COUNTY DESIGNATION:E-14-70 F,h TL AT - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I OF 'I DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY ,wk..gi­H.g­. UNAUTHORIZED CHANGES; CANYON HILLS PHASE 8 -'1-' RAILROAD CANYON ROAD FROM THE CAII - BARRY J.COWAN - CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 2 1 1 1 1 B- INTERSECTION OF RAILROAD CANYON ROAD I -_ 0 �6 O..g� U,Dwg,-�,I&-Sm W!,ON—-B,kw,fidd-S,m,,m�Rh�-NT- VTTM #36117 & #36118 .- BEFORE t4o. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ;,--,� AND STATE HIGHWAY 71.122.0 FEET YOU DIG' I � PREPARED UNDER THE DIRECTION OF; PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS 1.��E; NORTHWEST OF RAILROAD CANYON ROAD, -- /1�0(� m 4r;,r - EXP.&t')Otl BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. �g T 6.0 FEET SOUTHWEST OF POWER POLE R - �� FILE NO. I I "I . _;___ll , - - w , , , , - ,".. ...... ""' I ­ �. ­­` I � � I I I I I'll I - - - -- - �- , 9! x -.� -,,-g .1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 - KEN J.RUKAVINA,RCE-42866 DATE Civ OW/7-615 Ic I 9 I!K�EOT.IN THE UNDERGROUND SERVICE A RT CHEC I - - ISCALE; SHEET SPECIF . ;;�;1 MARKER POST,A BRASS D ,KED INTERIM CITY ENGINEER OF C I - R Ca "'�'..!j.R��. DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE -C46568 i a a F, TOP OF CONCRETE POST E 14 7 . 0 at 6ast 2 working days , BY: . BA���. O NC4RCm DATE IDATE: I STORM DRAIN PLAN & PROFILE I " I 1 5 F I , W I il- • ........... ............ ............................. ............... ........ ................................ ............................ ............... ........................... i. ............ ............. ........... ......................... ............................. .................................... .............. ...... ........... ............... ........................... ........... ...... ................................. .......... ................................... ................ .............. .......... .......... ............. ........................................ ........................ ............... ............. ....... ..... ........ ................ ............ ............. ............. ........................... ..................................................... ........................... ....................... .......... ...... .......... ....................... ............................ ......... ........... ..............pitbp ts .................. ...... .......... ............................. ............................... .................... ................................R%4 C2....... ............................................ ........... ...................................+"Di 21 400 i ....... ... ..............PRDP ............................ ......1 PROP ................. ....... ... ............ ............... ......................... � T7EN IN G .................... ....................................M 9............. ............. ........... FL;13113.41 GROUND............ ...........................................PROP NE"C .......... ............ ................ .. .................... ..... ........ 4 .......... ........ ............... ...........!O� ......t "i...................... ........................u" I; L 14db.1.1 .. ............ I............. ... ....... .......... .......................................... ................ ....................... .......... ................................. ......... .....�1 RI ...................................................... .......... .......................... ...... ...........HOP r&s9W 1 MIN.CLR: I. I................ .......... ........... ........... .............. FS j . I' ';'�i 4%090 644 t+............. ....................................... ......................... ........... .......... ..................... ................................... .................. ..........(D-1500)..................... ,2&05 LFlVRCP**ioo=4 59 CPS JB�RCE ............ ................. E 2 21F, I IRIVATELY,MAINTAINED)(D 115............. 001-.Y,.*IN-AINED�. . ......................................... ................ ...... .................. PR�VAf% I.-­.­!­1­v­­,............ ...............T .................... I10�1500) .......... ............... .............. 4.........................(PRIVATELY MAjNTA,IN0)f1­­1 ....... ................................ ............. ......................... ............. ............. ............................. ............... .... .................................................................... ............. ...... i'94,TO itP 11_5"20L4.I .............. .................. .............. ....................... ................ ............. ...... ...... ............'soi e............. ........................ ............ ...... ............... ................................................ ........... ...... .......... .......................................... ............. ........... ............... ............. 'IRE Nuc LL tPi�iVATE ........... ......................................... ............. .................................... ............ ................................................ ............ ...................... .................................... PROFILE SCALE:ORL6. U1411 uc_gfl�PROInM LINE!"O. 1PA ALI.�LINE�'C PROFILE.-ILiNk�D HORIZ: 1�-:40'.......... II 0+00 1 1+00 10+00 11+00 1 0+00 I 1+00 10+00 11+00 LINE-T! -4 �SEE" -I 18 TE SET LINE CONSTRUCTION NOTES SEE T WWI Ry BLDG 2 PROP CONSTRUCT 18"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 R/W LINE AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS S CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 P OP�W AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS LINEV T7 v CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO C8100 SEE SHEET 17 SHEET Ti (H AND W PER PLAN).INSTALL 3'x5l/4'DAS MANUFACTURING INC.DURACAST STORM SEE SHE BLDG 1 CO DRAIN MARKER MODEL#NDL('NO DUMPINGi-DRAINS TO LAKE)LINE'C-3' B 62 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 PR su-SwEr 18 (CASE PER PLAN) BLDG 2 te STREET CL CI 0+58.1 CL IBERIS C 9.16 BLDG 61 'L LINE'D-2' �62' -Il— RISER CONST4TED'LT a G TLT i 9 9 ATE PLANS LOCAL LK ITC-3y, ( 1 / PER CASE BLDG 2 PLAN SET,, I 5 OF,'29 10+56. C Cs 21 L TASSEL WAY BLDG 3 6 C E S CL 27 RT/LT(H=4.84,W=7' TC 1393.16&AL DEPRESSION CASE C) 1 =4.50',W=71 P SEPPAMRA L ON CASE C) PLAN SET 0 PROP R/W 10+29.83 CL LINE T-3' BLDG 3 1 IT C ------ +1§.0 CL LINE-C-1- PROP­R,/W Y 1 22, n'_PROP R/W— • '+9 PIP RJW I 'C-2' PROP RIW BLDG 4 IPERSEPARATE PLAN SET BLDG 5 I U)=EMU= m IPpAp R/w BLDG 8#0 4 40 80 120 o 2o o BLDG 9 11c_1 11 PLAN: LINE PLAN: LINE"C-2"&"C-3n PLAN: LINE"D-2" GRAPHIC SCALE 1"= 40'REVISIONS APPRV DATE j-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK- THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL- 11K0UTHPO T1=-1U11E175 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE,, .RE T!N ELEVATION: 1400.873(NGVD 29) DIG ALERT It4irki- ft%v. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR N LIN ILW Ll 949.588.D7O7 CA -PRIOR TO CONSTRUCTION.of RIVERSIDE COUNTY DESIGNATION:E-14-70 a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 OF DESCRIPTION:2.7 MILES NORTHEAST ALONG m],... UNAUTHORIZED CANYON HILLS PHASE 8 RAILROAD CANYON ROAD FROM THE CALL ebL BARRY J.COWAN CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE V T T M #36117 & #36118 ENGINEERING COMPANY INTERSECTION OF RAILROAD CANYON ROAD orange San Diego w givemde.5.n L.1k Obm�-B.keM.W-Smr­na Ptenix Tuoon 21 AND STATE HIGHWAY 71,122.0 FEET BEFORE o46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU DIG! Exp.4tftfrj PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.go- NORTHWEST OF RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE FILE NO.-1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 NA,RCE-42866 DATE CIVIL S(Wroes. SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY EN-14-70, call at least 2 working s pri, DATE:TOP OF CONCRETE POST E MARKER POST,A BRASS DISK SET IN THE DESIGNED BY: DRAWN BY: ELSINORE ENGINEER OF Q% BARRYJ. OlAoNCRCE -C46568 DATE STORM DRAIN PLAN & PROFILE ra.... ...... ....... ............... ......................................... ................ ................. ............... .......... ............ ........................ ............. ............ ............. ......................... ........ ........... ............................................. ............. ........................ ............ .......................... .......... Epp RQP ............................ ............ ..........3. 4 .............. .............q-SqW . .................. ................. ............ ........................ .......................................................... ........................ ...... ................... 0Ins ................................. ...... ........................... .....................+ + ............................ ................. PROP.�.FS.4,_N.......... .................... pie ROAD ow QFOV')Q"WV DrT�ENTI N IAS'wr ....................... EE,SHEI T,20,, .............................. ..........(0�1500)5=0.6i6b.................. .14.46r J F v RCP .............+ .......... , F ......................................)(RDE E DETE TI BASIN............. ....... ........ ........... HGE ...... ...... ..... .....CONCRETE SPILLWAY, ........................................ .......... ........ HGL iO6-YR SEE SHEET:20............ .......... ... ...... ............... ............. ....... ....... ...... 8LEV S................ . ...... ................................. ............ EX ............ ..........0100 GROM+ S=o� ..................................................�L .................................................... .............. ..................... ,GRADE TO DRAIN............................. ............. ............... .......................=0 ......................... W m m y� .......... ....................... ............... ............................. ...................+ ............. ...... ............... l co Ex 6ROV0 .................... .............................. ...................... .......... 0 37 84 CF9'100= + ...............FL, 1353.85 ........... ...................... .............. ...... .................. .......... ..................... ............. 7.331t S. $2 O'ER'SEPARATE' F�2.......... ............ (D-17501..................... ....... .............. ........... ......TS V4TE ........................................ .......... ....... ..................... ... ............... ............... 130.02............ ................. .......... ....... ............. ...... .......... ............. ......347.10 LF 36'RCP T:��17t)),Wt WALL 6........... (I WA A MAINTAINED)............... ............ ............................ ................. ............ ........................... .......... ...................... ................ ................................ .......... .................... ............. .......................... ................................................. ................... . ..................... .............. .......... ........................................... ............. ...... . ...... .......... .............................. ............. ..................... ...................... ........ ....... III ........................ ....... .......... ................ .......... ............ ...................... ............... ...................... ........... ........ ... ... PROFILE SCALE:............. .......... .............. ... ................... .... ... .... PROFILE: Ll I 49 At, HORIZ- V=40' ................................ ............. ............. VER 10+00 13+00 10+00 11+00 12+00 11+00 12+00 14+00 15+00 CONSTRUCTION NOTES CONSTRUCT 18'RCF PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 NO SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS CONSTRUCT 24'RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STD DWG M815 .................... AND SECTION 306.1.2 OF THE STANDARD SPECIFICATIONS CONSTRUCT 36'RCP PER PLAN PIPE BEDDING PER RCFC&WCD STD OWG NO M815 O'xlO',T=3.6, AND SECTION 306.1.2 OF THE PLAN, SPECIFICATIONS PROP R/W 91+93,79_HEkQWALL.@ 29 CONSTRUCT MANHOLE NO.4 PER RCFC&WCO STANDARD DRAWING NO MN254 CONSTRUCT CURB INLET TYPE'B-2'PER SAN DIEGO REGIONAL STANDARD DRAWING lib 8 'X -02(SEE DETAIL SHEET 4) 0 59.45 CL LI V-11 10 CONSTRUCT WING TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING NO D-34,D-35A & D-35B (SEE DETAILS SHEETS 3& 4)=10+0000 CIL LJINE,' .......... CONSTRUCT RIP RAP APRON PER DIMENSIONS AS SHOWN ON PLAN A=45*0%1 .........WN39 EC CL lo+ 21 52� 'B 06-r---10-09.07 9.45 CL LINE'D-lA,,Bc Ic­___ PR tDP STREET C�pa SEV o A"PER ARATE P OF R/W AS- l9wLT BLDG 52 bUUU W WAY PROP R/ 40 20 0 40 so 120 Is z LINE"13-1"&MAX - GRAPHIC SCALE 40' —A. fso&A,9AWJr PLAN SET GRAPHIC CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET-6 REVISIONS APPRV DATE SEAL; I I L 0 BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W 'OUTHF.O EDRIVI-SUITE 275 RE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELSINORE T!N WITH r DIG ALERT EMS9 -TA I2 30 A CITY OF LAKE ELEVATION: 1400.873(NGVD 29) go M-Wvx THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588;.0707 PRIOR TO CONSTRUCTION. 19 0 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATELAWS,AND A PERMIT CAN BE ISSUED. (FAX)94 DESCRIPTION.2.7 MILES NORTHEAST ALONG 9.58&O709 OF FNGINEEFUNG COMPANY AUTHORIZED CHANGES CANYON HILLS PHASE 2: RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION: 21 1. INTERSECTION ;;; u,.nge 01,W-10-1d,-Sm WI,0b6p,Sakemfid-S­ THE ENGINEER PREPARING THESE PLANS WILL NOT BE OF RAILROAD CANYON ROAD VTTM #36117 & #36118 BEFORE 46568 LE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE i, AND STATE HIGHWAY 71,122.0 FEET YOU DIG' No.— SHEETS PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN PREPARED UNDER THE DIRECTION OF: F, NORTHWEST OF RAILROAD CANYON ROAD, Ex BY Tfl�PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE DATE CIVIL FILE No. I lB53T32E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KCN J.RUKAVINA,RCE-42866 fee SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SE CHECKED INTERIM CITY ENGINEER T Cj a, .st 2 working days VICE ALERT klSIGNEO BY-. DRAWN BY: BY: CITY OF LANE ELSINORE OF C BA"RRYI. r AN,RCE -C46568 DATE [DATE: STORM DRAIN PLAN & PROFILE OP OF CONCRETE POST E-14-70. ' - - EXTENDED DETENTION BASIN SECTION - J -�-_ a ALONG BASIN LONGITUDINAL SLOPE ................................................. ........ .... __.�X .__._._._. -._,... - ACCESS ROAD / / // .. .. .... .... .. .. ..._..__. PSHEET NO SCALE ......... .00 y 100-YR WSEL �1333.60 CONCRETE pia • LL i l 1 i/ llj� ~ ` I t32.0 FG 4,l \``•, BERM 6 327.60 A �\v FG FOREBAY 325.5 I �"` \~� v WATER QUALITY WSEL=1330.00LINE A-35' , FG12"CLEANOUT S"L SEE SHEET 1T (TOP OF CLEANOUT 6"ABOVE FS TYP) , ACCESS ROAD 0.5% v 18„ 1.00R RCPFG X 4"CONCRETE(TYP) i 1 6"x 6'-W1.4 x W1.4 r% '' !�..�'\ WELDED WIRE MESH •- v', -° 1.0% j -)�• v - I 1 ELEV 1326.00 OR APPROVED EQUAL > �� r \ •v pl r� -�- -�\W I{ i�1 F.L, a f• f �� 60 RCP PPE ELEV 132550 p ELEV 1323.00 tTl a 18" p t 26.00 l i U-NOTCH D / t t r ,'; / 5.5 / 1 27. < i p //; / f / MIN F '/ :� � a• rYrl��;n�' ,�`,.. +N'll 3 'ro '11,��� Ai I f f !1 I! 1 18'SAND(MIN) ;` ` ti 1 Ij:1 MAX ;l 41`tr �o PERFORATED\ $ lI\\\� ' x 4� / / �� I �l PIPE SECTION WING HEADWALL 1" PIPE SCREEN REMOVABLE Y4"DIA. C OLLECTOR TRENCH `� `n \� \� ��'• \��>>\ j` /� �' j 3'DIA.ORIFICE ANCHOR BOLTS NO SCALE OPENING SECTION F I L T E R D R A I N „ NO SCALE 18"RCP 1 \ I f •`••, '`•�� 1� �� \ �\ - __ WING HEADWALL-------""..-- -.•'"- i s -is" FINSH GRADE _..-.- ._ SEE TA5,., rI ONCRETE BERM �E"D ELEV 1329.00 \\ ~ PER SEPARATE V PLAN SET r ?j r o t 0, ° ° - - ) '\... `- .<,. RACK DEBRIS , � � � tt '�"" CAST IRON PPE SCREEN FOR LOW FLOW OUTLET,D i 48"MIN TO BE MOUNTED TO HEADWALL AND APRON r -- _ PLAN: EXTENDED DETENTION BASIN 'A' 2.0' CAST IRON PIPE SCREEN °s: � � �U-NOTCH FOR LOW FLOW OUTLETS 12-CLEANOUT \ 20 10 0 20 40 so O3 < W'DBTH HEIGHT LENGTH OP 1NING 1323.28 FL \ - ELEV PER PLAN 12'c EANOUT SCALE 1IC- "= 20' �° °" SECTION A-A .SIX 774"HOLES FOR ANCHOR BOLTS / 1323.24 FL 10 lF# 1323.29 FLU\ N 0 S C A L E �o 2.0'X 2.0'x 1/4'GALVANIZED SECTION B-B PIPE SCREEN / LL,�o _1323.28 AFOUT STEEL PLATE SECURELY IL L 0 W FLOW TRENCH NEENAH R-7512-Bi OR EQUAL 12"CLEANOUT m� 15 L=� FASTENED/ To LEANOUT NO SCALE C ' 1323.20 FL W/ 4-3/8"X 2"GALVANIZED NO S C A L E -Y% ' LL1 12"CLEANOUT LAG BOLTS W/ ANCHORS. 1323.24 FL PIPE C m1�o_15 LF I 6"CONCRETE 28 w � ACCESS ROAD I SPILLWAY 0 0 LEGEND: 12'CLEANOUT 6"x 6'- W1.4 x W1.4 18"RCP FINISH GRADE 8 , IIt1w / 1323.26 FL WELDED WIRE MESH 2t1 3'fMa ELEV 1336.00 ASPHALT CONCRETE SECTION 12'CLEANOUT 0 12-F��pf OR APPROVED EQUAL 2' X 1323.16 FL m MIN 10.0' 44.0' 10.0' (3"AC/5'AB) a LINE A-35' \ \/ 4.1 PORTLAND CEMENT CONCRETE(PCC) el 2'CLEANOUT �2"CLEANOUT CONCRETE CUT-OFF WALL 10" SEE SHEET 17 '1323.20 FL 1�0 �1323.28 FL 6"x 6"-W1.4 X W1.4 MIN 4"CONCRETE 1 SPILLWAY RIP RAP SLOPE PROTECTION m WELDED WIRE MESH 6"x 6'-WL4 x W1.4 FL 1333.60 - WELDED WIRE MESH , OR APPROVED EQUAL OR APPROVED EQUAL CLASS II BASE(6'DEPTH) '12'CLEANOUT RIP RAP PER 3"DIA.CIRCULAR ORIFICE \ 1323.24 FL 6�P/ SEPERATE PLAN SET CENTER OF ORIFICE AT ELEV 1326.00 O � ,-PVC PP WING HEADWALLS PIPE SECTION K-K SECTION C-C DRAWING NOTES CONCRETE SPILLWAY CONCRETE SPILLWAY 1O AASHTO N0.57 OR 67 COARSE AGGREGATE LAYER (FRONT VIEW) II N PERFORATED PIPE SUBDRAIN - N o SCALE NO SCALE AS- Q 0IL� N 0 SCALE O FINE AGGREGATE PER ASTM C-33.c SCALE: 1"=10' 6 3 AASHTO NO.2 GRAVEL LAYER ° BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIVE-SURE 275 -14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ° THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESSI LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E b ELEVATION: 1400.873(NGVD 29) - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR // 949.588.0707 PRIOR TO CONSTRUCTION. 20 I 2 o RIVERSIDE COUNTY DESIGNATION:E-14-70 w CITY AND STATE LAWS,AND A PERMIT CAN 8E ISSUED. S �`, (FAX)949.588.0709 = C A N Y 0 N HILLS PHASE 8 OF +m DESCRIPTION:CANYON MILES NORTHEAST ALONG o UNAUTHORIZED CHANGE8 _ ENGINEERING COMPANY ricken gineering.com RAILROAD CANYON ROAD FROM THE �� BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD BEFORE it 46568 s o.aoge San Diego-Riverside-San Luis ONspo-BakersReid-Sacramento-PhoenixTuuon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 21 , AND STATE HIGHWAY 71,122.0 FEET YOU DIG, NO' � * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES.TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS %S NORTHWEST OF RAILROAD CANYON ROAD, O'f/f Exp. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ' m m 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. _ #1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 KE J.RU NA,RCE#42866 DATE J? CIVIL �! �? MARKER POST,A BRASS D[SK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER 4rf OF CAV�F , >l�Za{/ZCIS SCALE: SHEET SPECIFIC 0 0� TOP OF CONCRETE POST E-14-70. Cap at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.C W N,RCE #C46568 DATE 1DATEi EXTENDED DETENTION BASIN �L 12"CLEANOUT 1367.16 FL LINE ro-1A" EXTENDED DETENTION BASIN SECTION SEE SHT 19 ��" �'�� ALONG BASIN LONGITUDINAL SLOPE NO SCALE 6"NON-PERFORATED ��\ ACCESS ROAD ACCESS ROAD PVC PIPE 36.18AFOUT FOREBAY 12'CLEANOUT /yl• i 1367.14 FL 0• F y .�-`�\ \�� 6"PERFQRATED : BERMCONC "-- /•I '�' PVC PIPE(TYP) p 100-YR WSEL=1375.80 ^�? "-`� 12"CLEANOUT OF\ 11 - a: 1367.1.6 FIL -~_ g \ WATER QUALITY WSEL 1374.60 v I z ;� € .)- 4 zE;�; ij�1• \ '� 136C.18 FIL T 12'CLEANOUT _ • , " b 1 _•s_���.0 1367.18 FL ELEV 1370.00 c + 1367.18 FL 6 ABOVE FS -- 7 { 12"CLEANOUT ? 'h• .y P OF LEANOU1.Of T 0 50% w z � , TO C TYP). ....:...: Y$\. \ MIN 12"OI.EANOUT 3:1 ' r 1367.17 FL 18"RCP #p �a 1 , y - b 4"CONCRETE(TYP) Y 24'RCP LINE D-1A 12.5' 6"X 6"-W1.4 x W7.4 WELDED WIRE MESH _ \ 12"CLEANOUT 12"CLEANOUT (SEE SHEET 19) OR APPROVED EQUAL 1367.19 FL /i1367.20 FL ELEV 1370.00 I - __ INVERT OF 48aW X 24"D GRAVEL FILLED i ELEV 1369.50 LOW FLOW TRENCH I f / PERFORATED PIPE SUBDRAIN ELEV 1367.00 r f - a N 0 S C A L E 6"NON-PERFORATED t r tJ�. �, / 6"PERFORATED I' PVC PIPE j t PVC PIPE I ' o <e � / J� �tBN� M I .LINE D-1" / 0 r } SEE SHEET 19� J� 3 Q a a (MIN) t e 0 1 ftl,C / 3 �I t t fl SECTION I I 1 T 1 ' _ / CAST IRON PIPE SCREEN FOR LOW-FLOW OUTLET,DEBRIS COLLECTOR TRENCH I ,. RACK TO BE MOUNTED TO HEADWALL AND APRON < ,\ s PERFORATED NO SCALE CAST IRON PIPE SCREEN PIP E ( STREET r� !,.,_ FOR LOW FLOW OUTLETS k CL CONCRETE BERM .% 136950, ° : WIDTH HEIGHT LENGTH OPENING SECTION IFS 1 ELEV 1372.20 4"ITYP) j i 1 18" 13" IA' V �r� ° FILTER DRAIN I r LU I / ° o°r 1369.50 •SIX Yq"HOLES FOR ANCHOR BOLTS NO SCALE .° �1onFSFs ti A:1l��t PIPE SCREEN dr., t 1370.23 FS 170.001 U-NOTCH I LINE ro" ' j� FS ° NEENAH R-7512-B1 OR EQUAL ) j ! � 1 ELEV PER PLAN PER SEPARATE / Z�y ),p, NO SCALE WING HEADWALL / // 1370.45 •C 1370.17 t( 6" I PLAN SET t //FS FS t ; I PIPE SCREEN 28' 1/4"DIA.ORIFICE REMOVABLE)'q"DIA. �C��� 4 I ° (s9 °'D 1"I 2.0'X 2.0'X I// GALVANIZED OPENING ANCHOR BOLTS SPILLWAY SHEET 19 STEEL PLATE SECURELY q;1MAX SECTION D-D 1370.65 1370.46. ", FASTENED TO CLEANOUT 2 F v �� Wf 4-3/8"X 2-GALVANIZED MIN N 0 S C A L E S/ V� ?, LAG BOLTS W/ANCHORS. 1 f lL 1 ,t 1 r 1370.56 ' ° _ 10" 14 48"MIN MIN j1372.20 13 18"RCP 70�65 �' " � ` i� CONCRETE CUT-OFF WALL ° • FS r,. 18"RCP ` 1.4 3 c'a r (« 1370 79 �70.70. ; J/ / / WELDED WIRE MESH O e ° r °� WING HEADWALL OR APPROVED EQUAL •.. .I oo °:. 1372.2S +1.� .., 372.20/ a (SIDE VIEW) Fs e _d NO SCALE SECTION K K SECTION E-E t ° ' � � l ,� CONCRETE SPILLWAY 370.79J f 4/4"DIA.CIRCULAR ORIFICE N 0 SCALE L O W NO OSCALE TRENCH °ao,_ 73>� M,,.FS'�„d` ° .. .., --' CENTER OF ORIFICE AT ELEV 1370.00 AS 5 ° e 1372.20 J \ ° ^-.,__..FS ti lt, 1/4-T N IP RAP 39 WING HEADWALLS CONSTRUCTION NOTE FINIS GRADE < _° (F R 0 N T V I E W) E EVH1378.00 39 CONSTRUCT RIP-RAP APRON PER DIMENSIONS AS SHOWN ON PLAN , a n ° 8 88 s ii _.__... NO SCALE < o a 4:1 411 _ r, ffi d LINE ° s sHEEr 1s ° /<,.'' LEGEND: DRAWING NOTES 4"CONCRETE SPILLWAY 1 / X 6"x 6"-W1.4 x W1.4 FL 375.80 O AASHTO N0.57 OR 67 COARSE AGGREGATE LAYER o °4 = ASPHALT CONCRETE SECTION WELDED WIRE MESH ._.....�.f.,< (3'ACf5'AB) - OR APPROVED EQUAL O FINE AGGREGATE PER ASTM C-33. 9' - PORTLAND CEMENT CONCRETE IPCC) � O3 AASHTO N0.2 GRAVEL LAYER T CO RIP RAP SLOPE PROTECTION SECTION F-F g 20 to o 20 40 PLAN: EXTENDED DETENTION BASIN 'C' CLASS II BASE(6"DEPTH) CONCRETE SPILLWAY 60 o NO SCALE GRAPHIC SCALE 1"= 20' 6 Sw1y� B,AA, `J//off/y BENCH MARK: REVISIONS_ APPRV DATE SEAL: zSOUTH POINTS DRIVE-SufrE vS J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1900.873 lNGVO 29) DIG ALERT O 4:- J THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E LAKE FOREST, T 9 RIVE 9 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR `E01'1 PRIOR TO CONSTRUCTION. 21 E w �' 1 949.588.0707 N o RIVERSIDE COUNTY DESIGNATION:E-14-70 ,g __- CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �$ E• (FAX)949.588.0709 CANYON HILLS PHASES OF «ro DESCRIPTION:2.7 MILES NORTHEAST ALONG - o .� UNAUTHORIZED CHANGES a < RAILROAD CANYON ROAD FROM THE �;BARRY J.COWAN ENGINEERING COMPANY rickenginee9ng.eoa m�� INTERSECTION Of RAILROAD CANYON ROAD BEFORE 46568 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 21 Orange San Diego-Rivereide-San Luis Obispo-Bakersfield-gacramenro-Phoenix-'Neon AND STATE HIGHWAY 71,122.0 FEET ai No. m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE NORTHWEST OF RAILROAD CANYON ROAD, you O:c! * * PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED STORM DRAIN SHEETS O.3'2r Ezo. BY THE PREPARER OF-THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE N J.RUKAVINA,RCE'42866 DATE J• CIVIL v - FILE N0. < 1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 INTERIM CITY ENGINEER l4rE. @� / fl SCALE: SHEET SPECIFIC ��< MARKER POST, BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED Of cAa - EXTENDED DETENTION BASIN o b TOP OF CONCRETE POST E-14-70. Call at Nast 2 working days prior to excavating DESIGNED 8Y: DRAWN BY: BY. CITY Of LAKE ELSINORE BARRY J. OV AN,RCE 'C46566 DATE DATE: 1 i