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Home My WebLink AboutTR 36115 & TR 36116 -CANYON HILLS STORM DRAIN IMPROVEMENTS _ AS-BUILTS_ GENERAL NOTES CITY OF LAKE ELSINORE 74 I. N07F TO CONTRACTORS,'THE EXISTENCEANDLOCATION OF ANY UNDERGROUND UTILITY STORM DRAIN IMPROVEMENT PLANS p SITE PIPES OR STRUCTURES SHOWN IN7HESEPLANSWERE OBTAINED BYASFARCHOFAVAILABLE LOCATION RECORDS,APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT LOCATION NexPORr RQ CONSTITUTEAREPRESENTATIONASTO THE ACCURACY OR COMPLETENESS OF THE LOCATION, is NOR THE EXISTENCE OR NON-EXISTENCEOFANYUNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE �ia0� zts STRUCTURES, WHETHER SHOWN ON T FOR HESTHEASORNOT.ANYULUTILITIES,PIPESDR PORTION OF TRACT 36115 & TRACT 36116 ` p� Ro score Ro STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTILITYDAMAGED DURING oNw000 THE PERFORMANCE OF THE WORKSf1ALL BE REPAIRED OR REPLACED TO THE SATISFACTION BUNDY C CYN.RD OF THE GOVERNING AGENCYBY THE CONTRACTOR,ATHIS EXPENSE. 2. ALL WORKSHALL CONFORM TO CTTYGFLAKEELSINORECOOES,STANDARD ^ cunnoN SPECIFICATIONS FORPUBLIC WORKS,(LATESTEDITION),AND STANDARD DRAWINGS OF THE COUNTY GFRIVERSIDE.ITIS THE CONTRACTORS'RESPONSIBILITYTO BEFAMIL14R WITH /TINE 'o �i'� =--_- CANYON HILLS ROAD' N THESE STANLUARDSAND COOESATALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINOREPUBM WORKS INSPECTOR �'�'O�p` 2 - FOR7Y-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTIONAT 01 -26cYS 18 i (951}6743f24,EXT.247,BETWEEN THE HOURS OF9.•OOA.M.T04:00 P.M,MONDAY �� Q 100 4.1 cfs 17 cNONAs epos.NnP Pcse,cRio oa THROUGH THURSDAY. .- �i p L ,5 I +6 VICINITY MAP 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL INACCORDANCE WITH CALTRANS ' �EA 47„'4 24 1�agB73 tYs - rao*roscnlF TRAFFIC MANUAL AND WATCH MANUAL ATALL TIMES DURING CONSTRUCTIONASAPPROVED BY �� i ' 152 S 1� 3873cg 14 19 THE CITY ENGINEER OR HIS REPRESENTATIVE FAILURE To DO SO SHALL REQUIRE IMMEDIATE �' i 25 247 20 LEGEND OF ABBREVIATIONS $SYMBOLS WORKSTOPPAGE. f_r 5. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVEA DEPENDABLE REPRESENTATIVE - .-�� ON H/ 25 / - 248 21- 2 i ATTHEJOB SITE,AT ALL TIMES DURING CONSTRUCTION. O� �� ----� 0 6 -2� ` 12 -- CB. CATCH BASIN DITCH BASIN 8 LOCAL _ pv 0 � � _-2 r � DEPRESSION _v I 6. ITSHALL BE THE RESPoNSIBILIIYOF THE CONTRACTOR IQ ARRANGE FOR THE NECESSARY _\��'r ��"" ' � � - � 235� '"" �� 6 7 8 9 10I N � � B.C. BEGINOFCURVE RELOCATION OFANY UTILITIES.CONTRACTOR SHALL NOTIFYALL UTILITY COMPANIES INVOLVED, Tg ds 243 I 4 E.C. END OF CURVE HEADWALL ATLEASTFORTY-EIGHT08)HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL ALSO - J _ _ CONTACT UNDERGROUND SERVICEALERT(NSA.)AT 1500.422 4133,AT LEAST FORTY-EIGHT(48) OQ�pa --'/ 1 1� / 1 1 2 v _ 2� 2m ?41241 - FLOWLINE ELEV. ® RIP RAP HOURS PRIOR TO BEGINNING WORK - / 11 _ _ - gg i � � 85. 86 �VINVERT OF DRAIN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK I- Ji�� // '75 �- i� -� i �24 - , 67 LENGTH --- STORMOR41NLINE AREA,ANDRELOCATIONAND COSTOFALL EXISTING UTILITIES.THESUBDIVIDER MUST 1 / 11"' 2 217 225 ' T 85 1 INFORM THE CITYOF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO \ B �x\ LINE \ / -76�X- i� 214� 231 18 0 T 36115 N_T.S. NOT TO SCALE WATERLINE BEGINNING CONSTRUCTION II JAL-, (3" \\ \ �/� 277 �' Mpg 20B 21� 118 6 11 181 -� s � � 83 64 II 81 � RAN RIGHTOFWAY —o--- SEWERLINE B. ALL UNDERGROUND FACILITIESAND LATERALS SHALL INCLUDING BUTNOTLIMITED TO SEWER, \ \\ \ / /-J \ -'~ - A 207 1 1 178 1 80 B7 ( T.G. TOPOFGR47E / / ^ 278 1 ,83 WATER,TELEPHONE ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL REIN PUKE PRIOR C \ \ � /,� 266` 27g f99 ?0B 1� " TO PAVING THE STREETSECTION. \ 0 Y 198 NE 1 +�A 178 1 8g I LINE A" \� � � �' o,'°?s OWNER/DEVELOPER _ , 1 1591 8. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER � 281 Bs� 1 - i J 14 g•1 ,� 8/ 80 - 78 PARDEE HOMES ROUGH GRADING TO DETERMINE THE EXACTSECTION REQUIRED.SECTION THICKNESSES _ /J "1�Y 11 1I6 174 i- / '282 = 111 11 150 8 77 10880 WILSHIRE BLVD.,SUITE 1900 SHOWN ARE FOR BONDING PURPOSES ONLY. 210\ 11 14 /85 59 , 05 ,�8 � 118 1 �14; f� 78 7 LOSANGELES,CA90024 283 241 > / 1 1B8 172 58 TELEPHONE.•(3f0)475,3525 10. ALL EXISTING UNDERGROUND UTILITIESAND STRUCTURES MUST BE POTHOLED AND -i 280 ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OFRECORD SHALL BE 7�B 286 285 NOTIFIED OFANYNECESSARYREWSIONS TO THEAPPROVED PLANS.THE REVISIONS SHALL '$s` 259 gq Q ,24y°ohs '�- , 56 BENCHMARK BE IN THE FORM OFAS-BUILTPLANS SUBMITTED TO THE CITYENGINEER FORAPPROVAL271 258-- .287 / 244 2!3 \� "� 12B 127128 f28190 13f , f41 55 ELEVATION 1400.873,BASED ON THE NGV029 DATUM,DATE:1870 PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECTBY THE CITY ENGINEER. 188` 1 p 240 1, 1 NE 4' 1�2f 1 1 +� RIVERSIDECOUNTYBA E-14-70 _57" 245' 239 1 f 1. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL 25B` 24 E" 1 1 137 17D DESCRIPTION:27MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE BE REPLACED TO CITY STANDARDSAS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES 289 180 pq / 2 '�341pss 123 \ INTERSECTION OF RAILROAD CANYON ROAD AND STATEHIGHWAY71,122.0 FEET ARE TO BE FURNISHED TO THE CITY ENGWEERA T THE COMPLETION OF THE PROJECT AND \ 237 2 220 219 218 2 U1� 114 NORTHWEST OF RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE 24� 216 6 #1 B53732E 1.0 FEET NORTHEAST OFA MARKER POST,ABRASS DISK SET IN BEFORE ACCEPTANCE IS GRANTED. 138 22� 11 1 126 135 THE TOP OF CONCRETE POST E-14-70. 12. ANENCROACHMENTPERMITSHALL BE REQUIRED FOR ALL CONSTRUCTION WORKDONE '`(. 253 248 /235 �� 01 s \ 138 12 +� WITHINPUBLICRIGHTS-OF-WAY BEFOREISSUANCE OFSAID PERMIT,THE 193 2 /234` �. 212113 12f5 197 - 128 133 BASIS OF BEARING: CONTRACTORDEVELOPERMUSTPROVIDE THE CITYENGINEER WITH CERTIFICATEOFINSURANCE 15f .233 - 21 211 j ^ '•� + 132 THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION I,AS PER 7RACT304931,M.B. REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE - "'�� 2 22 ;k 139 131 370162-72,N 89'51W W. PRESENTAT 774EJOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH TRACTS-95 122 20B 1B5 140 1gp AN APPROVED SET OF IMPROVEMENT PLANS. PHASES 23+ / ZO 1 f8 1 13. ALL CATCH BASINSSl1ALL REMARKED N 141O DUMPING,DRAINS TO LAKE"USING TNEDAS / ,�f 11 14? MANUFACTURING INC.,3^X51/4"DURACASTSTORMDRAINMARKER. 230 2W 20 —' 192f 143 Qom_ NNE 191 144 21 A 3 \ 202 f88 O1�A1b •8'� � \\ 187 � 175 UNDERGROUND UTILITIES&STRUCTURES Q100- �\ 185188 / f77 1>e I} 147 TRACT 36115 THE EXISTENCEAND LOCATION OFANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN \\ 184 178 18917MO 171 14 IN THESE PLANS WERE OBTAINED BYA SEARCH OFAVAILABLE RECORDS.TOTHEBESTOF \ 183 f78 /87 1 _� 149 OURKNOWLEDGE,THEREARENO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE \\ J8(1\ 1 ISO PLANS.THE CONTRACTORS REQUIRED TO TAKEALL PRECAUTIONARY MEASURES TO PROTECTU77LITIES SHOWNAND IS RESPONSIBLE FOR THE PROTECTION OFANDANY i 182 181 \ + 159 168 51 '1 DAMAGE TO THESE LINES OR STRUCTURES. 0100= 146 Q 1 ` \ 160 'CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR \ 100 2ds 163 LIABLEFOR,UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALLCHANGESTOTHE § \ L E 161 157 ,. f59 PLANS MUSTBEIN WRITING AND MUSTBEAPPROVED BY THE PREPARER OF THESE PLANS NO, DESCRIP770N QTY UNIT 80 INST.18"R.CP.(SEEPRORLEFORD-LOAD) g60 LF. DECLARATION OF RESPONSIBLE CHARGE , 81 INST.24'R.C.P.(SEE PROFILEFORD-LO F. AD) 1,747 L "I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FORMS PROJECT,THAT I HAVE Q 1 39. 82 INST.30"R.C.P.(SEE PROFILE FOR D-LOAD) 1,523 LF. EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECTAS DEFINED IN INDEX OF SHEETS SEC 83 INST.38'R.C.P.(SEE PROFILE FORfHOAD) 889 L.F.TION 6703 OF THE BUSINESS AND PROFESSIONS CODE,AND THAT THE DESIGN IS CONSISTENT WITH CURRENTSTANDARDS.l UNDERSTAND THAT THE CHECK OFPROJECT SHEET NO.(S) DESCRIPTION % . DRAWINGSAND SPECIFICATIONS BY THE CITY OFLAKE ELSINORE IS CONFINED TOAREVIEW 85 INST.48"R.CP.(SEE PROFILE FOR D-LOAD) 954 L.F. 1 TI7LEANO QUANTRIES SHEET / ONLYAND DOES NOTRELIEVEMEAS ENGINEER OF WORKOF MYRESPONSIBIL/TIES FOR GRAPHIC SCALE / 87 INST.60"R.C.P.(SEE PROFILE FOR D-LOAD) 4 L.F. PROJECTDESIGN.' A3"8 0-P 200 0 f00 200 400 88 INST.66'R.C,P.(SEE PROFILE FOR L7-LOAD) 1,214 L.F. 3 LINE A" TRACT 36116, ''• 4 LINEA" 69 INSL72"R. �/L'3 CP.(SEE PROFILE FOR D-LOAD) 1,427 L.F. GARYA. TIN R.C.E.50318 - - CANE (IN FEET) 5 LINE A' 90 INST 78"R.C.P.(SEE PROFILEFOR D-LOAD) 32 L,F. SCALE:1"=200' 6 LINES A-13"8 A-14" WORK TO BE DONE 91 CONST C.B.NO.I PER R.CFC.AW,CO STD.DWG.NO.CBf00 29 EA THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE INACCORDANCEWI7H SWEETLEGEND 8 LINEA-f" ,OO i 92 CONST.CAPRISER INLET PER DETAIL ON SHEET NO.6 3 EA. E .� THE LATESTED17ION OF THE FOLLOWING DOCUMENTS.' O1 INDICATES STORM DRAIN IMPROVEMENTSHEETNUMBER 9 LINESA-9'8A-12' 93 CONST MR NO.1PERR.C.FC.B W C.D.STD.DWG.NO.MH251 9 EA. o 1)RIVERSIDE COUNTY ROAD STANDARDS, 1 LINET" 89 94 CONST M.H.NO.2PERR.C.FC.B WC.D.STD.DWG.NO.MH252 B FA. 2)RIVERSIDE COUNTYFLOOD CONTROL AND WATER CONSERVATION DISTRICTS UNDERGROUND SERVICE ALERT 1 LINET" w STANDARD DRAWINGS MANUAL AND STANDARD SPECIFICATIONS, OR 1 LINE"D' 125 }24 88 95 CONST M.H.N0.4 PER R.CF.C.&W.C.D.STD.DWG.N0.MH254 4 LA f 2)STANILI RD SPECIFICATIONS FOR PUBIC WORKS CONSTRUCTION('GREEN Boor), � yQG (i211:T011 FREE / LINET' � � I 96 CONST J.S.f40.2 PER R.C.F.C.8 W.C.D.STD.DWG.N0.JS227 11 EA 3)CITY OF LAKE ELSINORE GRADING AND EXCAVATION ORDINANCE,4)CITY OF LAKE ELSINORE PLAN PREPARATIONAND DESIGN MANUAL, 1-800-22T-2BOO 1 LINE"D4" 97 CONST.J CF..S.N0.4 PER R. C.&W.0 D.STD.DWG.N0.JS228 8 EA. -V� 5)STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS, TWO WORKING DAYS 1 S.D.LATERAL PROFILES SHEET 88 CONST.CONCRETE COLLAR PER R.CF.CBW,C.D.SID.OWG.NO.M803 f5 EA. 6)STATE OF CALIFORNIA DEPARTMENTOF TRANSPORTATION(CALTRANS)STANDARD BEFORE YOU DIG SPECIFICATIONS, 99 CONST.SLOPE ANCHOR PER DETAIL ON SHEET NO.2 5 LA, 7)STATE OF CALIFORNIA CA-MUTCD(MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES), 100 CONST.ENERGYDISSIPATOR PERA.P.WA.BID.DWG.SEAS 1 FA. 8)APWA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, •CAURON-Remembe tare USA CeRl mUfles only U Nft.bebWmg1°tlre *..me,eca°Idbe°mer I ANY CHANGES OR REVISIONS THEREFROMSHALL BEAPPROVED BY THE CITYENGINEER vwlbe,pm td# wOk0.. 102 CONST.T.S.NO.3PERRC.F.C.B W.C.D.STD.DWG.N0.TS303 2 EA. PRIOR TO CONSTRUCTION. `y"*'"°"" (h)IM OV 4l,23/13 g NO. REVISIONS DATE emsFAL CERTIFICATION SEAL-ENGINEER 19Spea Poin Dde-SmW 09 cilrY OF LAKE IEI-sINORE SHEETNO. DESIGNED BY.' Lake Fmst CA 92630 S 3t-1 f t,r -//-/ "0PESSID (949)599-0870 PORTION, OF TRACT 36115 & TRACT 36116 # D.P.M.N THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE WITH THE reoe y A.Mq Nq! (949)599-OM F. ' 5/3/22 R a, F STORM DRAIN IMPROVEMENTS OF DRAWN BY APPROPRIATE CONDITIONS OF DEVELOPMENTAND/OR CITY m oP '2 �, -c"..YERS&.ASSOCIATES 15 e OF,AND STATE LAWS,AND A PERMIT CAN BE ISSUED. _w z -_----- Civil Engineering,Inc. OPM.N N9.50318 I^ PLANNING•ENGENEERING-SURVEYING Ew wlaN a DN SUPE VISION TITLE SHEET SHTB. R CHECKED BY. /\//� /—r\'�'IIC/FJ.1� Q III f/V 'V��V qT CIVIL PAP /1"w"'' (/��/� — FILE NO. FJP. FEHESKAN -'R.C.E N 80' DATE EDPCA�IF� GARY RTIN R.C.E.50316EXP.6-30-f5 � WO. FOR: F.B. PP-OHJ Dwg.Revision Date:09/16/1013 BY J.C. PLOT DATE:09/10013 P:108-0194-21 T7M36115A PH7-PAROEEHOMESIIMPROVEMENTSISTORMORAINISDSHTO1.DWG - - - - - l9 AE u _ - -� -- -- --.- :_ �_ ,.L.._ ,- __ --_ - FINISHED SURFACE ......._.... OVER PIP E � - - _.�_. II �- :. - - o _ _ _ - _ _ t fi - 4 J --- -: - �I 1-4 HL.L - - 515 G.L. . ,-- H. I , 3 - - i r r } O U i r � __ __ <_ _ 95 f a, I ---. .. f 1ST1 GGR ND - i _ _.-_ - - - - �_ - _ _ _ 131 tizt _ _ __ I I I + r..... - _ �. T {.. i __._ 530 -i- - - - - I- I I -- I I i i -1 a mI I l __ ____. o . o Q,x 18,2C.1,. C7':.. �fl �Ii -0e: g - t _.--__L- - 74.9c.Ca. ._ + ao f0:cf.. 01 5.86c.Lt PROFILE SCALE__ .__. 7.74'..� __ .._..y N...L_�. INST09.27LF. .__ 40, L _: -. _..�,_ -_:.IN_ _ -� _ 2"f'R.CP .:.: }:_I. 1 2 ,3 LINE A-5a" W 1 2 3 LINE 'A-5" �[ THE CONCRETE COVER ON THE INSIDE OFALL REINFORCED CONCRETE PIPE COUR�I1 2O2 8"WA R LINE D"1" CONSTRUCTION NOTES MUST BE INCREASED TO PROVIDE MINIMUM OF 1/2INCHES COVER OVER DRA I�y, W, Y b a W" `B, CURB 8 8GU' THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED FPS I lez h ti ,�.,- $ NRe O INST.18"RCP.(SEEPROPLEFORD-LOAD) AND 1112INCHES COVER WHEN THE VELOCITYMEETS OR EXCEEDS 30 FPS. TA I d ,,yy N U ti"ci RM' W 81 INST.14'R.CP.(SEE PROFILE FOR Dd0A0) THE CONCRETE DESIGN STREN67H IN THESE REACHES SHALL BEF ,000 ( 1"' v~i W agy�m 5 °• 201 82 INST.30"R.CP.(SEE PROFILE FOR D{GAD) ROAD PSI AND FC=8,000 RESPEC7/VLYAT28 DAYS. Wj, 208 y0N HILLS ^ V 8f CONST.C.B.NO.1 PER R.C.F.C.8 W.C.D.STD.DWG.NO.CB 100 CAN I I 1 204 203 _}y -- mil— CONS?J.S.NO.2PER R.C.F.C.8 W.C.D.STD.DWG.NO.JS227 Q 9� ——-- 1 f — —— — r7i = _ �"- - ®— CONST.CONCRETECOLLIR PER R.OF.C.AW.C.D.STD.DWG.NO..MW3 X _ LINE"A 1 1 ~ - ' __ �. 81 �— CONST T.S.NO.3PER R.C.F.C.8 W.C.D.STD.DWG.NO.IS 303 d —__ ... ...____ ._____.-.._._.___._ _ re _ SEE SH ET �I 247 ct� Gu 1 s 1,1 is 248 _ - 1 1 N 34 49 E i 245 ! / 8'SEWER N78°11'18'E — 82 -- - J- ---- \ —---- - GAVE R - - -- - - - - "__ 273 _ { ,0 N8°182rw A O D',i I GUTTER TRENCH W/SLOPING SIDE WALLS NA 265 � a,$ � 8'SEWE SLtRFACEOVERPIPE R CONSTRUCTION OFANCHOR FOR N N 3 272 CURB& t 1 - -- --- \ V 256 267 I 1 $ g a rq g Z S4 271 $ ` 91 ST.STA.26+61.36 •v ty ICI �i�N le �� 2 1 1 C.B.#18 J I I ' 'cd W + ? 's W yp \ 8" 42'TRENCH r TIN LI C" I:I y L-10;v"a' 249 I _5Q I a�I wDTH FILE 70A 1 I L80 INE A-58" "65" "E LINE ID" 1 � o a 4 ° 1�1 N 51 43'03"E 239 ww 9'WATER SEE SH ET f0 1�I 268 269 $ 270 y e a Q ° 0 I 1 II � �, sr.sra 26+29.11 w o al "o �I III 250 RAN ce.,rn ° CURB BGUTTER � W=fO'V=T ,Q AGAVE ROAD $ 4 3"CLR. LINE 'A-5" CURVE DATA TABLE 3" O BEARING/DELTA RADIUS LENGTH TANGENT A[, u o A• CURVE DATA TABLE , 24°20'or 22.50 a56 4.85 „I OPT.CONST.JOINT NO.4 BARS(TYP.) BEARING/DELTA RADIUS LENGTH TANGENT 2O 21°4764" 90.00 34.24 17.33 O 43°06'31" 22.60 18.92 8.88 3 6°42'OB" 321.75 37.63 18.84 NOTES 1. SLOPEANCHORS SHALL BECONSTRUCTEDAT7'VERTICAL 2 73°28'28" 45.00 57.68 33.57 INTERVAL ON ALL SLOPES OF5.'1 OR STEEPER. 2. CONCRETE SHALL BE CLASS 500-C-2500 CONCRETE. 9a GRAPHIC SCALE LINED-1" 99 SLOPE ANCHOR DETAIL 40 0 20 40 80 N.T.S. - (IN FEET) SCALE:1"=40' �(d 65 /,yV ys z3! 13 NO. REVISIONS BY DATE CITYSEAL CERTIFICATION SEAL-ENGINEER 19Spce fti.kD&. SuikN9 CITY OF LAKE IEL,SINORE - SHEETNO.. DESIGNED BY., > Fom.t,CA 92630 OPAN - QaoFF38/ob (9w>s,917o PORTION OF TRACT 36115 & TRACT 36116 2 THESE PLANS HAVEBEEN REVIEWED FOR COMPLIANCE WITH THE �pc 0H A.MqR,e %9 s"_os8o Fu STORM DRAIN IMPROVEMENTS OF APPROPRIATE CONDITIONS OF DEVELOPMENTAND70R CITY oP 4-yo YERS&ASSOCIATES DRAWN BY.• AND STATE LAWS,AND PERMIT CAN BE ISSUED. m Z ---'' Civil Engineering,Inc. DP/RN w No.W318 m PLANNING•ENGINEERING•SURVEYING �/a UNDER THE SUPERVISION OF LINES fA_51f& 11D_111 SHTS R CHECKED BY., 'F> c7va. �P G' 3 _ FILE NO. S F.J.P. ATE H S DART R.C.E NO.63310 'DATE , °PCAE,F°� GARY RTIN R.CE50318EXP.630-15 l D W0. FOR: F.B. 22-090 Dwg.RaNslon Data:aWI6013 BY'om PLOTDATE:O61101113 RO"194-21 TTM36115A PH7-PARDEE HOMESIIMPROVEMENTSISTOR4fDR4IMSD-SHT02DWG IN a am M ==MEE MENNEN Is M SIENESE M mom Ism Nommmmommm mom MENNEN 0 M =a MEMEMEMEM MMMMMM_M immmmonum MWERIMMEME ME RENE a MENEM offiMMEMMEMEMEm - ON MK SELE-EME ME Emomms mommmoommi MEMO ONE IMEME NONE imErommErm 0 MENEM MOEN M WIMMEMMMEREM MEMO Is a M= ErnmmmmmmMEOEM=OCR- FE& M MEME-E-M- 01 OWN 0 =NONE nNiiii-- MEME gicumompli, OEM MENEM rmm=m "EME mom MONOMER RENE mmm.mmmm= MENEM a MEER a ONE-on E=MMMNM low AM" OEM M =-a =M I E a a Em N ®w MENEM noEm 0 1102MIRM won SEE ME on ®EMS 010=111 M ME U. ME N ME on mom on EMENN OEM E ON I ism Is m-mmmmm ME a Is MEMOS moffiffiffil NONE 0--- IN MEMOS MENNEN MENEM Is EPME Is i am ME monsm ME I =a KlitNLEME 0 1 sow 0 M mMEME 0 --- 0 a - WMENE INNER IN SO Emma a ENESSESM s Is -a 0 mlim M 0 immoomm mom-NE Is ME M m isms ME Is IEEE-ME MOEN EMM' mm-m ==a Is ONE a mum smossmomis ONSOMNEE---- MEN a 0 IN I i -P ► Ekt-Wil I ME 0 a NEW 0 MOM mom n Emom --- mom 00 SEEMEN on OMEN MEMBEEM IN MEMENE MI mmmmmffi M. a MEMSEEM IN nommmon m ME mommmomom =MM=MM MOMMEME MMEM NO 0 Mommmmomm INS RENE NEEMOMM I -ME IN - - � W ME IN MENEM MEN am MEE MEN MENNEN Bill �� ---spoon . .......... 4 73.00.CL M.H.SHAFT . I _ ... 4k�-s&A FA CE 4. .......--i -- - I --0 E PP t pub` o -1_ ----- - --- -- _: __..._.._ _ .._..... _..: , FINISHED SU FACE........ . . ...... _.. - _--- -..- OVER PP _... 53 - 1 HG.L. f G.L. 1- - - — � I , -:.. ' I - - - _ _ 1 --- - - - 15 w i .. I - -- 520 -r - -- - - -- - _ �._�_ __ - _ - _- .... ........... ....._:. :_1 - :. _... ._.. - - A 4- 7 - .- _ __ -- . ._-._ U =264.0,fs....-:_.. :-;-�- 1Y". rag ... , � ..... .. ..... .._.._ _. -. ..:..._-___..__ —_ __. ............. _.-_ _ ._.-__ -_.-__ __ _ NOTE _.... vanr=i124Yvsl. -...._ _ � vMar=l2.Ocps. _..--. ='r Q _ _,..__ 4Yn I E. PROFILE SCALE 1 INST14 _-... HORIZ.:1"=40' 793LF.72 R.c.rb r12oa . :- _ N Nsrza3.otL.F ss R.c.e. - - - D 10 0 PROFILE ELEVATIONS t - 1- _L_..__L1:AD dO T VERT.:I=4' 18 19 20 21 22 23 LINE 'A tt 24 25 26 27 CONSTRUCTION NOTES o--- INST.18"R.C.P.(SEE PROFILE FOR D-LOAD) a- INST.36°R.C.P.(SEE PROFILE FOR D•LOAD) 88 INST.6rPC.P.(SEE PROFILE FOR D-LOAD) 89 INST.72"RC.P.(SEE PROFILE FOR D-LOAD) a-- CONST.M.H.NO..2 PER R.CAC.&W.C.D.STD.DWG.N0.MH252 CONST.MH NO.4 PER R.C.FC.&W.C.D.STD.DWG.NO..MH254 ' 74 � �- CONST.CONCRETE COLLAR PER R.C.F.C.&W.C.D.STD.DWG.NO.M 803 11 273 it Q64 111 265 II 266 267 1 III 268 269 270 271 ill 272 III _ 262 '1 I 263 I I d i i I I,I Q l l 11 0w CURVE DATA TABLE _ 261 11 BEARING/DELTA I RADIUS LENGTH TANGENT 1 1 6,1 Ia III' 2yl I a13 I - II' I �'" Y•"' 259 15°44'42" 1560.00 428.89 215.711,I III ,Im ICI II WI d II I 2 31°15'16' 90.00 49.09 25.17 258 11 260 W 1� I';I yl I I 11 1 c1 I 1 d, i{ {I I,II I I � I O� II � 0 11°53'07" 22.60 4.87 2.34 �� li II II II I'I Il � 1 a�i 11 � I II it _ -- -- I - II �L Ilk- ua - — = e9 yr � �-. -- _��, , RAN - .:,.. .. ...,. S SHEET I o r e 5 Ar, - CUR Jo mENCHEDISON ` CANYON HILLS ROAD CABLE AND TELEPHONE --�-- - c - - - +' Y� m LINE 'A 11 GRAPHIC SCALE Q , 2 l�L 40 0 ZO 40 80 w /� 1�, W (INFEET) ' V06 RSV SCALE:I'=40 NO. REviSIONS BY DATE CITYSEAL SEAL-ENGINEER SHEETNO. DEsiGNfoBr. CERTIFICATION I9s,eemunc,92Dne•senefi09 CITY OF LAKE ELSINORE Lake Facet,CA 92630 POFESS,O (949))s99-0e70 PORTION OF' TRACT 36115 & TRACT 36116 D.PJH.N THESEPLANSHAVEBEEN REVIEWED FOR COMPLIANCE WITHTHE x"OQPi A.MAR�,(� (949)99-08801.DRAWNBY• STORM DRAIN IMPROVEMENTS OF g APPROPRIATE CONDITIONS OF DEVEL OPMENTANDIOR CITY ti OP Z o .YERS&ASSOCIATES �� A AND STATE LAWS,AND A PERMIT CAN BE ISSUED. z '-' Civil Engineering,Inc. DPM N9.60918 .N m PLANNING•ENGINEERING•SURVEYING w eim' M6 a UNDER THE RVISION 11 II SHTS. S, LINE A o CHECKED BY: JLy ,nr Clv„ aP / _ FILE NO. F.J.P. 9TF�FCPUFcp r l6(�•3 ATEFfHESKANDARI .CE N0.63390 DATE GARYA.MAR R.C.E.50318EXPA3a15 DATE W.O. FOR., Dwg.Revision Date:OB/30/2013 BY..J.C. PLOTOATE:0911612013 P:108-0194.21 TIM36115A PH 7.PARDEE HOMESIIMPROVEMENTSISTORM DRAIMSOSHT04.DING-,S - - _ - 1 - _ 560, mw - - _ - - -- - - - I ..... .. J I i _4 j - ___ -1 r_ - - - - _ i_ - - - 2 _ �- - 5 U - -- -- ' 0 Fh _ <i EXISTING GROUND = i { 4+ r - - - ---f- : .......... .. __ .. I I f LINE A 10 -- "_..._..• _... _.._-. I_.._.._ I me 2 _ 1 oru - _._ _. _ .._ -�...... U :.. 1 _.._i._� L'- -- - _ _ ..I.. Oran-279.Pc.fa `. I ---- as- f.8: _..... --. ...7 �, __ _-::.�. -);- __ - ,ou Z..00c v -=u.a ,ro-.2 .7dla. - -- I I V 15 1p.. ...- -_ PROFILE SCALE INST 151.271E -:-'wu' 7 i:31- .. - - - a 4.0oL.�. OT PRO,!L E_ A I HORIz:1^=40' 65 R.C.ID..(1 50•) - __. .__.- - ..__-. --. - r , ..+_ .- .._ _ _.._ _ _. .-, ._....__ ...... C.P.(15!♦0.Dl - '.D - _.. VERT.:1.=4' _. _- L__i....... ._ 27 28 29 30 31 _PROFILE SCALES 32 33 34 35 36 HORIZ: VERL: CONSTRUCTION NOTES �� ' �I �- INST.60•R.CP.(SEE PROFILE FOR&LOAD) 278 I 87 t`"_ I i j ••I 270 1271 1 1 1 1 I I I \��\ \\ �. I � 1 a- INST.88"R.OP.(SEEPROFILE FOR D-LOAD) ll 1 I ( a CONST.C.S.P.RISER PER DETAIL ON SHEET 6 NNN 269 �' /' 4\ 4\`X 'f0.a I j i I 1 I I O- CONST.M.H.NO..2 PER R.CFC 8 W-C.D.STD.DWG.NO.MH252 I I 97 CONST.dS.N0.4PER RCF.0 8 W.C.D.9TD.DWG.NO.JS 229 277 285 266 267 268 /�//% `S ( I I I CONST.CONCRETECOLLAR PER RC.F.C.8 W.C.D.STD.DWG.NO.M 803 r 111 ! CURVE DATA TABLE g 1 ep Nj dL ea ,aas�.,�-_ . �- /, � �� \ $ My � � BEARING/DELTA RADIUS LENGTH TANGENT \ t_ so 1- -,- .�- -f ,� / `' ` `` ... w\ Z V / 1 O 17°20'01" 90.00 27.23 13.72 276 y` - L9`.:: _ _ -' - _"- _I_� - ;�, /` -_0._ ��2.,... ''n'sa ` t "� '�� CURB 26°35'06" 275.00 137.20 70.06 --- -_._ _ Il\ \ 22°01'46" 555.00 213.39 108.03 _ � a °• \ � _=f ..... _..- -:.:: � _:: _::: -" _,.ar--�,,.r-..- � _ \ �.-�\.\�.` �� ` �\ '° k, O 42°4746" 80.00 87.22 36.27 275 \ / - � ��' �� 7. �� I� q 28°46'45" 45.00 22.83 11.58 \ N 6 I�INE'A-12" \ �i �- --- N69°3154 U 9EE$HEFT 9 36� -1 --_ LINE A-1�i" 1 ; �� _ B7 ' =60°00'00" �R. 'T-+" ___ _ I �( THE CONCRETE COVER ON THE INSIDE OFALL REINFORCED CONCRETE PIP / <=6O OO'00 1 1 1 1 \ \\ 7x7q / • MUST BE INCREASED TO PROVIDEA MINIMUM OF 112INCHES COVER OVER 6 � ° ^ 1 11 ° _ o Q THE REINFORCING STEEL WHEN THE DESIGN VELOC177ES EXCEED 20 FPS _ 5 - _ SEESHEEr 1 1 I Z 272 I 1 s - W d ANDII12INCHES COVER WHEN THE VELOCITYMEETS OR EXCEEDS 30 FPS. �� ,1 Q�. >88 1 Z W THE CONCRETE DESIGN STRENGTH IN 7HESEREACHES SHALL BE FC=5,000 1 w PSIAND FC=6,000 RESPECTIVLYAT28 DAYS. NEIPHBORHOOD PARK 1 $ g uD GRAPHIC SCALE CURB 40 0 20 40 80 TRACTBOUNDARY CANYoAtHt LINE 'A" -� _ LS (IN.'I*= 9./O6 7JV 9i23//3 scALer=49' NO. REVISIONS - BY onrE aivsEAL CERTIFICATION SEAL-ENGINEER I9 sp.-P. Drive•S.M 609 C I TY O F LAKE E L S I N O R E SHEETNO. # DESIGNED BY.' LakeF=.CA 92630 D.P.M.N - QaoFEss,GN r (949 s99.0e10 PORTION OF TRACT 36115 8c TRACT 3f311B THESE PLANS HAVEBEEN REVIEWED FOR COMPLIANCE WITH THE 4o PE A.M.4 ,e (949i s99-0eeo Fu STORM DRAIN IMPROVEMENTS OF g DRAWNBY APPROPRIATE CONDITIONS OFDEVELOPMENTAND/OR CITY A�pf' y�'rc YCRS&ASSOCIATES �� AND STATE LAWS,AND A PERMIT CAN BE ISSUED. m m EB 6> V' No. is m PLANNING•ENGMEERIN •SURVEYING SHTS. O UNDER THE SUPPE'R�YISION OF. LINE W I flLE NO. 4 CHECKEDED BY.•B / ' 1Q,I ,u- ' mr9T c 1%. a� ( m F.J.P. ATEF�SKANDARI R:CE NO.63390 DATE� 1 FGF CALFo GARYA.MAR0(��R.C..E//50318EXP.6-30-15 '/t DATE� WO. FOR: F.B. 22-1)92 Dwg.Re*ioc Date:0813012013 BY J.C. PLOTDATE:OANM13 P:108-0194-21 TTM36115A PH 7-PARDEE HOMESIIMPROVEMENTSISTORM DRAINOD.SHT051)WG _ __ _: k - - -:... ... - - -� _ _ II L r I _ - - - --- t. I I - - _:i_ - - - 5 g � - I __ I _ r- � I _- _ _.. _ _ -- _ _. - E Fl 9 69 - -- ._ — I - rt - - -1 - fi - _ -- - - - r- 1 = _ - _I - I r 00 _._- ... ._._....._ :._: �!._- - i_. PROFILE SCALE -I -- t - _,- _ _ _ - HORIZ:1"=40' r Tz— L.-..J _. ..VERY:1'=4' 2 LINE A-13" 3 4 1 LINE'A-14" 2 PLAN SEE SHT 5 NOTE. THE CONCRETE COVER ON THE/NSIDEOFALL REINFORCED CONCRETE PIPE MUSTBEINCREASED TOPROVIDEA MINIMUMOF 1,2 INCHES COVER OVER 1.ADD 1000 TO PROFILE ELEVATIONS THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED 20 FPS AND 11,2INCHES COVER WHEN THE VELOCITYMEETS OR EXCEEDS 30 FPS. CONSTRUCTION NOTES, THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI AND FC-6,000 RESPECTIVLYAT 28 DAYS. 80 INST.18"R.C.P./SEE PROFILE FOR D•LOAD) 81 INST 24"R.C.P.(SEE PROFILE FOR D-LOAD) 04 REBAR O-- CONST M.H.NO.i PER R.C.FC.8 W CA.STD.DWG.NO.MH 251 WELDED(TYP) CURVE DATA TABLE n�,lq/ /// 7 BEARING/DELTA RADIUS LENGTH TANGENT / / J J / 12" WITHN8'BOLT TRAP 0 38°5T23" 45.00 30.60 15.92 NEIGHBORHOOD PARK-----" ARK //%J� Max s 35°33'07" 45.00 z7.9z �a.a3 n� It '�� / - v /////J,, GRATE ASSM. DETAIL LINE A" a5 - /i / °' INISHED GROUND TR.36116 N.T.S.HT .v 1 SEE SHEET 5 272 i GRATE ASSM PER DETAIL HEREON PAN RIM ELEVATION PER PLAN N80°00'44'W—— ———————._——— 2/'�';/ (SEE PLAN C.S.P. N41°0310'W — 3-------� �DDRB _ 2 -- ;tI o � / 2'PERFORATIONS ATB"O.C. 81 -J � /, i FULL LENGTHABOVE GROUND DRAIN PIPE TYPE AND ?o BASIN BOTTOM ELEVATION PER PLAN SIZE PER PLAN ... II I 16"MIN/TYP) Y, ,��._.�714" li 1,1•� � � 1�1 �I ^ J / / rJ � �a � \"- � FLOW I y CONC.ENCASEMENT 11, IIII II III I I,I I � J � / > c� I I / /✓ / l;+' WV.PER PLAN 8 $� ¢ - -,,, SET TEE SECTION INWET CONCRETE FOONSI E&TO D IN W CONCRETE OR METHOD APPROVED SCALE o, CANYON HILLS ROAD J =Cc BYBUILDING OFFICIAL LINE 'A-13" �a 92 C.S.P. RISER INLET GRAPHIC SCALE N.T.S. 40 9 4 40 80 SEE SHEET 6,9, 13&16 nn'' FOR PLAN VIEW (IN FEET) 'NOb �l/23/ /3 SCALE.1"=40' g NO. REVISIONS BY DATE CITYSEAL CERTIFICATION SEAL-ENGINEER 19spoco—Poi. Dri"e.suite 6" CIT-)f' OF LAKE EI_.SINORE SHEETNO. DESIGNED BY D.PIRN - pFESg, L949 F99-0 7A 2fi30 5/3/22 ea oN I9a9/s99-oeln PORTION OF TRACT 36115 & TRACT 36116 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Q�p p,P�nMAR'•17�2 ' IyBRS&B801. AYES STORM DRAIN IMPROVEMENTS OF $ APPROPRIATE CONDITIONS OFDEVELOPMENTANDIOR CITY p 'y AND STATE LAWS,AND A PERMIT CAN BE ISSUED. y z Engineering,DRAWRIH. m PLANNING ENGINEERING O SrURVEYING a OPM.N w No.50318 15 SHTS �HESKANDARI UNDER THESUPERVISIO 6F LINES 'A-13"& 'A-14��CHECKED BY.• `� crvi� �P �F.J.P. AT E R.C.E N0.63390 DATE �rFpFCAUFp� GARYA. TIN R.CE 50318EXP.6.30.15 DATE WO. FOR., F.B. 99_093 Dwg.R9,4slon Date:M012013 BY'J.C. PLOTDATE.09HBP2013 P..108-0194-21 TTM36115A PH 7-PARDEE HOMESIIMPROVEMENTSISTORMDR41NISD-SHT06.DWG .......... ...... .... FINISHED SURFACE OVER PIPE ........ C,A/ -T� C" 6N 'D FA 7CE ....... WISHED SURFACE OVER PIPE FINISHED i OVER PIPE r4A 01w OVER PIPE 77-7 525 �j H01 EXISTING GROUND RGIT, --------- ---------- a 'rAA -4 ,IWL/ rn 515 525 525 525 —------- A, L---H� LXIS I ING GII ------------- 1�L LEW EXISTING GROUND 41- cvL a =A 520 H GJ. F t 11P V, 515.17 w A 515 15 �7— .........---- --,E0W.NG ------ ...... —4=4 2.02' INS 13.66LF 1 2 85' "',0,P RZT`(2UOO-D�)-- 18'R,C P(20OU-1)) u cL 18 RISINGOROUNE 7 Z oc LINE'A-lb" LINE"A-1c" 30"'f. 324 '0.2 fp,s. t.-5 timi f,. s4;3 1 F PROFILE SCALE t 1 1 HORZ:1�-40' VER T:1 4' V�mx C.P.(200 INS0,D) 10 12 13 1- 14 15 16 LINE'A-1a. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE 0*/ Ilk- Be NOTE. MUST BE INCREASED TO PROVIDE A MINIMUM OF IR INCHES COVER OVER 1.ADD 1000 TO PROFILE ELEVATIONS THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED 20 FPS AND 1112 INCHES COVER WHEN THE VEL OCITY MEETS OR EXCEEDS 30 FPS. "61 CONSTRUCTION NOTES THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI AND FC=6,000 RESPECTIA Y A T 28 DAYS INST.18'R.C.P(SEE PROFILEFORD-LOAD) INST24-R.C.P.(SEE PROFILEFOR D-LOAD) 180 INST30-R.C.P.(SEEPROF7LEFORD-LOAD) CONSTCRNO.I PER RC.FC&WCD.STD.DWG.NO.CB 100 CONST MR NO.I PER RCFC A WC.D.BID.DWG,NO.MH251 CONSTJS,NO.2 PER RCFC.&WC.D.STD.DWG.NO.JS227 f,4 81 ci CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT 57`1 T39" 46.00 46.00 24.58 cj 159 13'36'11' 494.00 117.28 58.92 0k).0 15*00`41" 306.00 80.17 40.32 L 0 D 82*5312" 45.00 65.10 39.73 3 BASIN 158 10*4944" 294.00 55.57 2787 60*47'45" 45.00 1 47.75 1 26.40 1-7 rr' 7 228 A 0 245 Ile LINE 'A GRAPHIC SCALE 246 40 0 20 40 80 (D N (IN FEET) I`�46 1$V 9/23 -/-3 SCALE.,1'=40' DESIGNED BY.' NO. REVISIONS BY DATE CIT`YSEAL CERTIFICATION SEAL-ENGINEER 19 Sp.—Pi,6 UN- SWto 609 CITY OF T—.A-I<IE 1E IL S I I�T 0 F?-El SHEETNO. OFESSIG CA 92630 513122 L2F'i170 ORAN AS RIJ11 T (M)599.0 PORTION OF TRACT 36115 & TRACT 36116 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �j N.M.1 (949)599.0880 F� STORM DRAIN IMPROVEMENTS 7 OF -7 LL i APPROPRIATE CONDITIONS OFDEVELOPMENTANDIOR CITY 091"?1YERS&ASSOCIATES Civil Engineering,Inc.DRAWN BY.' AND STATELAWS,ANDA PERMIT CAN BE ISSUED. a z 15 ;z DP#f.Af No. 18 PLANNING-ENGEMERING-SURVEYING SHTS. z UNDER THE SUPE4RSION OF.'CHECKEDBY. c LINE 'A-1" FILE NO. F.J.P. WO. FOR: F.B. ATEFEHESKANDARI RCE NO 6330 DATE W R.C.E.50318EXPA-30-15 bATE DiV.Re&kn Date:0813M13 BY.J.C. PLOTDATE.0911612013 I"W194-2177M36115A PH 7-PARDEE HOWESIVIRPROVEMENTSISTORM DRAINLRD-SHT07.DWG - _ - - i-- - -t - _ QAA _ - - - 4 _ - - __ - - - -- - - — �- - - - _.._ - - - - - - - -i... - --._ - - - - -.. - - { - $ {I -.. -t „ HaL. _I __. _._.. - �,Vim„ I '�, - s•.�. .. I __ I -..-.. _ - -t„ � •.a I _� -.:_ .-__ I rl:. �_. I i I 2 Ir c l S. - I I I N®TE: I ._ 2 t-.a•Isrwc.r>routio :z �-- _.:.:: 1.ADD';1000 TO PROFILE ELEVATIONS .__... f_ Ci,au=24.8 c1s. _-1 a n o n - .---: ._._:_._. ._._- _..._:..__.. ._._-.Oi 0,a_ PROFILE SCALE ..._ - '_ .- l _89 LE 29• G.P(20- ) ...L�. -�-....._ - �. '.._it �._. -.-_ ._.,_..: ...4°_ ('• ( D RCIt( _- VEIL. 16 17 18 LINE A-1d" LINE A-1e LINE A-If' LINEWl" j CONSTRUCTION NOTES o--- INST.18-R.C.P.(SEEPROFILEFOR D-LOAD) 81 INST.24'R.C.P.(SEE PROFILE FOR DdOAD) 81 CONST.C.B.N0.1 PER R.CF.C.8 W.C.D.STD.DWG.NO.CB 100 - O— CONST.M.H.N0.1 PER R.CF.C.8 W.C.O.STD.DWG.NO.MH251 $ 'm � a9B--- CONST.dS.N0.2 PER R.CFC.8 W.C.D.S1D.DWG N0.JS127 $ m O— CONST.CONCRETE COLLAR PER R.CF.C.8 W.C.D.STD.DWG.N0.M803 uj ~�A n1 WU a CHERVIL WAY Q $ W g Na ul I 152 151 1 i — O .- z 158 155 154 153 W a - I CURVE DATA TABLE ti UJ h 1 BEARING/DELTA RADIUS LENGTH TANGENT 88GUTTER I- TER 4o I i t 51°42'37"-� 22.50 20.31 70.80 U -- -- -f- - - - _ --- _ j g---Nb3°68'A3" 81 , W __ to :A B"SEWER "' b CURB rj,GUTTER 9 � 7S ,�'V j i N ^� 181 182 m 183 230 231 I ¢ r- COLEUS WAY 2 g E z y � 'd LINE W 1" GRAPHIC SCALE 40 0 20 40 80 (IN FEET) ' 4L �JfJb V 9iz3// SCALE1=40' NO. REVISIONS BY DATE C17YSEAL CERTIFICATION SEAL-ENGINEER 19 spIll—Pol"te lam•swW 609 C I T Y O F LAKE E I-S I N O R E SHEETNO. DESIGNED BY.: Late e"<et,CA 92630 AS-BUILT aoFESS, D.PJHlJ c o,V (949)599-0870 PORTION OF TRACT 36115 8c TRACT 36116 THESE PLANS HAVEBEEN REVIEWED FOR COMPLIANCE WITH THE .�,�P•!A.MqR,( (949)599-0S90 F. STORM DRAIN IMPROVEMENTS OF g YERS t&ASSOCIATES ---- APPROPRIATE CONDITIONS OFDEVELOPMENTANDIOR CITY 1� DRAWNSY.: AND STATELAWS,ANDA PERMIT CAN BE ISSUED, w z -------- Civil Engineering,Inc. - DPMN 0 No.50318 m PLANNING•ENGINEERING•SURVEYING SHTS 1 -- !1 bm's9ms x UNDER TH FERVISIONOF.• II II 4 CHECKED BY ---- 1 J '�r c,va �� i�/13 LINE A-1 FUND F.J.P. -ATEFEHESKANDARI R.C.E Nd.63380 DA7E ,TEOFCALIF0 GARYA. TIN R.CE50316EXP,6J0.15 D W0. FOR: F.B. 2 2! A Dwp.RaWSMO Date:98=013 BY.J.C. PLOTDATE:0911612013 P:I08.0194.21 TTM36115A PH7•PARDEE HOMESIIMPROVEMENTSISTORM DR4INISD-SHT08.DW0 - _.. FINISHED SURFACE 1 T - — - _ OVER PIPE _ - - ¢ FINISHED SURFACE - 71 - - -OVER PIPE _ _ __ _ - - H.G.L. _- I4 I =50.005 II _- - -_- _- —y-CAA 56'� _ _ - - _. - FINISHED'SURFA - - " - -- VER PIPE - - 4 - EXISTING GROUND tr - J 5�0 -_ - - - - - _ - - - - - - - - - - - - - _ / — —a I 77 — ._ EXISITING GROUND LINE 'A-9" -`- - - _ - --- -_ . . ti N(�T'E. c - - - _ - _ _ - - - -- - 1.ADD 1000 TO PRO ELEVATI :_.:: =U60 c/s. ... - 2 Orwi 860e Is. p __ - — _ - vntar=29• V,,e 521Cps. of - - -- -�- --,ml btirP,h 4.9f.ps. w' I: HORIZ.PROFILESCALE ---.- 3,1 it -. JNSr34S.30LF.24"RG.P,.(2000-D1 - "' - _ .-... :.. _..._. INS73.82LF.18.R.C.P, _ _-t - _ - : c 3 LINE A-12 -' THECONCRETE COVER ON THEINSIDE OFALL REINFORCED CONCRETEPIPE 274 MUSTBEINCREASED70PROVIDEA MINIMUM OF112INCHES COVER OVER CONSTRUCTION NOTES THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED20 FPS AND 112INCHES COVER WHEN THE VELOCITY MEETS OR EXCEEDS 30 FPS. BO INST.18'R.C.P.(SEEPROFILEFORD-LOAD) 1/ \ THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BEFC=5,000 8� INST.24'R.C.P.(SEE PROFILEFOR D{DAD) \ PSI AND FC=Q000 RESPECTIVLYAT 28 DAYS. 1+00.00 LINE Ad2' 1.rxr ••�� r - 81 CONST.C.B.NO.1 PER R.CF.C.&W.C.D.STD.DWG.NO.CS 100 26+9538 LME A' I `\ 275 O-- CONST.C.S.P.RISER INLET PER DETAIL ON SHEET NO.6 CONST CONCRETE COLLAR PER R.CFC.&W.C.D.STD.DWG.NO.M 803 I I \\ \\ LIG 5.0' o-- CONST.SLOPE ANCHOR PER DETAIL ON SHEET NO.2 I \ �,, \ EM MPP LINE 'A-12" \� /� \- \ I AL N 11'43'11"W \r`\ CURVE DATA TABLE 1---I-- A- \ 276. BEARING/DELTA RADIUS LENGTH TANGENT _� t •�.'l `'P d 7 22"51.1C 45.00 17.95 8.10 LINE"AII i , ( \ �\ s O 68"30'44" 45.00 53.81 30.65 SEE SHE ; \ 1 I _._\_. g g fa 277 278 279 �J�y \ \ % W 8 280 281 -NEIGHBORHOOD \ \ N\. CURB&GUTTER PARK \ , — ——— 36115 TR.BOUNDARY \ 36116 TR.BOUNDARY tram r�\ 8"WATER N2520'30"W 3 � O —_ --- � °�r B1 1 264 272 �-' � I ! � rn 265 TENINO COURT I � r,,p8 �� I I I I � GRAPHIC SCALE ' 40 0 20 40 80 LINE 'A-9" (IN FEET) ^I SCALE:1"=40, 'GJt2a /3V 9/23/C3 NO. REVISIONS BY DATE CITYSEAL CERTIFICATION SEAL-ENGINEER 19 Spectnw Poi-Drive•SWw Ere C I T Y 017 LA KE E I-S I N O R E SHEETNO. DESIGNED BY: -'---- -- Late Paraet CA 92630 _ 1ypFE89lp (9a9Is99as10 .PORTION OF TRACT 36115 8c TRACT 36116. D.PJHN THESE PLANS HAVEBEEN REVIEWED FOR COMPLIANCE WITH THE 04'p 1.t��N'MARr'T (949)599-088011.FZ YERS&ASSOCIATES STORM DRAIN IMPROVEMENTS OF APPROPRIATE CONDITIONS OF DEVELOPMENTANDIOR CITY p Z AND STATELAWS,ANDAPERMIT CAN REISSUED. "-' m PLANNING•ENGIDIEP•RE8-IG"SURVgEYING 15 DRAWNBY.• ° Civil Engineering,Inc. DP0H.N - Nam°' 8 aSHTs. UNDER �UIERWfONSIOFLINES 1A_9111/'1�12'1CHECKED BY.• ////jjam� - mI FILENO.F.J.P. t4 w�1r�s T'TCiv1� p?�r' — / �!1��ATEFEHESKANDARI R.C.E NO.63390 DATE FCr CALtF GARYA R.C.E.50318 EXP.6-30-15 q� W0. FOR: F.B. 22-097 Dw9.Revision Data:089N2013 BY.,J.C. PLOTDATE:08116,2013 PAM184.21 TTM36115A PH 7-PARDEE HOMESIIMPROVEMENTSISTORM DRAIMSD4HT08.DWG Lu tu _21 15 ......... FINISHED SURFACE— OVER PIPE ------ _=j .......... f v F, f :1 ............ +H . .............. 44— ............... --T--i ZA A IrTw It_ ..............-— t7 . ........ 7- 4— F17 F1 t, 4 ........... S=O 0040 ffG L. ....... 54.6 7 L 7 ...................... 55— T- ti 1 i XISI NG OR UN o -------------------............ _T� ... ........ 530 7 7:-- A I I 71P < 11 t -- --- I INE T' ...................- 525 ............---------- _ADU If _W7 T. X 10 IR�F 0 ao 18;4r 7 hl!Ix v-- ------ d fk ... - BD r. PROFILE SCALE H HORIZ:1�-401 ISE 167,Z L AiM p___j -A VERT:V=4' Hf 11- !1!,5 .......... 8 9 10 12 13 14 LINE D-2" THE CONCRETE COVER ON THE INSIDE OFALL REINFORCED CONCRETE PIPE CONSTRUCTION NOTES MUST BE INCREASED TO PROVIDE A MINIMUM OF112 INCHES COVER OVER INST 18-R.C.P.(SEE PROFILE FOR D-LOAD) THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED 20 FPS, AND 1112 INCHES COVER WHEN THE VELOC17Y MEETS OR EXCEEDS 30 FPS. WE 48-R.C.P.(SEEPROFILEFORD-LOAD) THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BEFC=5,000 CONST.C.B.NO.I PERROFC.A W.C.D.STD.DWG.NO.CB 100 N ASTER ROAD, 107 PSIAND FC-6,000 RESPECTIVLYAT28 DAYS, CONST M.H.N0.2PERR.C.F.C.A W.C.D.STD.DWG.NO.MH252 ROAD CONST.J.S.NO,2 PER R.C.F.C.A W.C.D.STD.DING.NO.JS 227 AGAVE CONS T.J.S.NO.4 PER R.C.F C&W.C.D.STD.DM.NO JS 229 ci Rw CONST.CONCRETE COLLAR PER R.C.F.C.&W.C.D.STD.DWG.NO.M 803 LINE'A" 207 d 192 0 SEE SHEET 4 8-SEWER- d 106 209 8- 'WATER 267 CURVE DATA TABLE N V4'w 0 BEARING/DELTA RADIUS LENGTH TANGENT 4932V2'E rSEWEM FRUE - 13 5 (D 80'20'44" 45.00 47.40 26.16 2 —————— - 105 14'53'57" 46.00 11.70 5.88 10 3 51p.U. 27*0151" 90.00 42.51 21.66 193 90.00 48.29 24.74 SHEET I I WT—CH—LINE 14 p 7.11 P.R.C.SEE SHEET 85*44M" 45.00 67.34 41.77 268 L th C) III I III I I "WATER WA 206 204 URB GUTTER 194 W u. 1�41, �LE z LINE T" GRAPHIC SCALE 1 40 0 20 40 60 (IN FEE OD 6 /S V //,a SCALE.I'T-40' DESIGNED BY. NO. REVISIONS BY DATE C17YSEAL CERTIFICATION SEAL-ENGINEER 19 Sp.—fti�Dfi� Sai.609 C I'F'Y' OF LAKE ]F L.I.F� A 92630 ]E SHEET NO. Nt_ 7 'TH D.PJKN A.S-Rt 111 T 9�oFESajo (949 3 513199 (949�5�99 87o PORTION OF TRACT 36115 TRACT 36118 THESE PLANS HAVE BEEN REVIEKIEDOOR COMPLIANCE ITHTHE q 4, < 99-09 OF. STORM DRAIN IMPROVEMENTS 10 OF PM DID CIT Y YERS&ASSOCIATES DRAWN BY.' APPROPRIATE CONDITIONS OF DEVEL ENTAN Civil Engineering,Inc. AND STATE LAWS AND A PERMIT CAN BE ISSUED. DRIHN S No.50318 PLANNING-ENGINEERING-SURVEYING 15 E., 1� SHTS, — d z UNDER TZHfMAUPERVISION CHECKED BY c 11. LINE T FILEN0. ---a�snff!w� OF oo ATE ffHESI(ANDARI RC.E N063390 DATE GARYAMAOMN R.C.E5018EXP.6-30-15 ATE wo� FOR: F.B. 22-098 D".RsvWm Dab:M82013 BY:gm PLOT GATE 08HB/2013 P.108-01WI rrM36115A PH 7-PARDEE HObESlIMPROVEMENTSISTORUDRAINLqD-WIO.DM ........... EX 0 0 WX 14WV ...................... T ............... _4 ................. .................................. RL L. I W ;R4 UK ------ -7 i-Is Awe my0my. T7 TT-1 F _T RUS�M ACE-------E 0 F - Fm EG k6 FINIS,15 1 UR FA X F-- 0 IT, T t-f- ........... ........................ ............... ....... ........ ,5�O .......... H.61: +- __FTF_T TT7-- < I � - :!z - � ....... ^I HG_L 595 590 -4- /r ........................................ Ci cS .......... z �77 T Ul .......... I T 1 1 __ I A T5 560 590 590 19,_j 95 ......... ..... \A —4 SL lz� ............. lz� --- t ............... 7 _7 7 T 585 5�5 I 7[ :J LINED 11 .......... 0 ...... .............. 6 I Ix 0.0 77.7-7 t Q,"11810,f" Q'R' a 0 7120,.f,. -c 30�f." I�90.1.. 5 378fp,. 1 11 11 7 1w PROFILE SCALE V,=378tp.s. VmAx V_ 4,29 fp,s, Ein-x VMAX 4.07 fp,S. 5fp,. HORIZ:1�-40' 4w� pboo.G) VERT:1'=4' zi V1141_23-95fP 4 me INST INSTZII789LF 36"R.Cf D) O�,(, 75.90, 1 M JNST 14.34 LF 6L.F. j— 13'R.C.P,(2000-0) :16" C..�200-1) L ........... 22 23 24 25 26 27 28 29 LINE"D-6" LINE"D-7" LINE"D-I I" THE CONCRETE COVER ON THEINSIDEOFALL REINFORCED CONCRETEPIFE NOTE: MUSTBEINCREASED TOPROVIDEA MINIMUM OF 112INCHES COVER OVER THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED 20 FPS 1.ADD 1000 TO PROFILE ELEVATIONS AND 1112INCHES COVER WHEN THE VELOCITYMEETS OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI AND FC=6,000RESPECTIVI.YAT28 DAYS, CONSTRUCTION NOTES INST.18"R.C.P.(SEE PROFILE FOR D-LOAD) TA COURT 81 INST.24"RCP(SEE PROFILE FOR D-LOAD) 0 SEE 0.0 SHEET NO.1 INST.30-R.C.P.(SEE PROFILE FOR D-LOAD) MATCHLINE 2 INST.36"R.C.P.(SEE PROFILEFOR D-LOAD) COASTCSN0.1 PER RCFC.&WC.D.STD.DWG.NO.CB 100 CONSTMKNO.I PER RC.F.C.&W.C.D.STD.DWG.NO.MH251 204 oji CONSTMHNO.4PERRCFC&WC.D.STD.DWG.NO.MH254 CONST.J.S.NO.2 PER R.CFC.&W.C.D.STD.DWG.NO,JS 227 231 230 ZUD S CONST.CONCRETE COLLAR PER R.C.FC.A WCOSTD.DWG.NO.M8a3 61 22-98-0 CONS T SLOPE ANCHOR PER DETAIL ON SHEET NO.2 % 99 j2' S.D.ER CL CONC.COLLAR 23+o9.67 .0 j1' ESM I-rmAP FINAtI CURVE DATA TABLE RIW 28— BEARING/DELTA RADIUS LENGTH TANGENT 86*61'25" 46.00 68.22 42.80 CURB&GUTTER 2_5w 7 23. 13'33'4&' 1306.00 309.13 155.29 8'RECYCLED WATER 30'42'66" 294.00 157.61 80.76 23+46.92 (B3 2-S+4. 96 CILI j.S.NO.2J. PIEDMONT DRIVE �ITION 777— GRADE I'L""" ?_ -7 12"WATER CURB GUTTER LU GRAPHIC SCALE 40 0 20 40 80 _j LINE "D ff �9 (INFEET) MCI 6 0 V '1 13 //3 SCALE.I'=40' NO. REVISIONS BY DATE CITYSE4L CERTIFICATION SEAL-ENGINEER 9S i..D�i,. Si.509 cyr-Y, 0 F, L1_1A_I<E1 El L�S I II-T 0 1?�E: SHEErNO. DESIGNED BY. Lk=., AS—BUILT OFFS% (949)599�08CA 92630 DAINN 51111?? OR 70 PORTION OF TRACT 36115 & TRACT 36116 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE < (949)599-0880 F. STORM DRAIN IMPROVEMENTS OF 1 5 APPROPRIATE CONDITIONS OF 0MLOPMENTANDIOR CITY YERS&ASSOCIATES DRAWNBY AND STATE LAWS,ANDA PERMIT CAN BE ISSUED. Civil Engineering,Inc. ENGMEERING-SURVEYING 15 DPIH.N No.5031's SHTS. UNDER THE SUPERVISION OF 2 CHECKEDBY. lip.4--Is CIM 9r, LINE 'FDF' FILE NO. --fl—P R.C.E NO.63390 DATE OF FCC GARYAMARM RCE50316EXP.6-30-15 WE wo. FOR, F.B. 22-100 11 Dwg.Revision Date:09110013 BY.,J.C. PLOTOATE*OPIIVM13 P.,108-0194-21 TTM36115A PH 7-PARDEE HOMESIMPROVEMENTSISTORM DR41NISD.SHT12.DWG _ . -- -- _ i - - t r -i f . . - Vr Elb .._._ i..-.. _ c - - - 1 / _ _ - t t - 4 - - _ -- FINISHED S - �.: _. U -- : - ... OVER PIPE - - -{ _. III. : H, :L. >'•... .... ._8:.. .... ._._ .:::.: � .. i ,.. : EXISTING GROUND 1. -I - - 1 _.._. _ �_.. ,.. _:. ..-- � - ;__ 0�0 - �__ H.G.L. _._-- - I -- {{ rt { _ - E p - — _ _.............. - _ -- _ _ ... -_ ._-_ F _ 630 / I 5 'al tt 77 7- Ci m _ LW1J a, ... — __. -, - - --- - — -- - - - - uo o - -- - ...._. _ _ r . --t-_ 1 a - - —- —_ i -- -.._� - - _ -- - --_ I. a' _... __.. .. - fi j - NOTE: I - � LINE , _ - , J te j ADD'1000 TO PROFILE ELEVATIONS 1 ti Ofai=75.90c f6.. e Oicn=@5.30cCs. IOf Gf a. fro=8 .F. : - 4 - -� : nn. -. ._... c- -. PROFILE SCALE I Vn7ax-23.5fps *�, d, Vrfnx 238Eps. -lr�' ..._. ..e �. .INST64.60L.F.._. _ _ INy�T2pprr8,21LE130"R.G..._( __ n:. _ ._-. .E. .. _ �_ .. HORl7.:1'=40' 30"R.0 P.(12_.. )_' �._J..-_—_. ._.__ I_.- 18'.C..(2_ — .._.i._...1 _ - _:......._ _...........__.:_- —..._ _ _____�._._- 29 30 31 32 33 34 LINE"" LINE D-9" THE CONCRETE COVER ON THE INSIDE OFALL REINFORCED CONCRETEPIPE MUST BE INCREASED TO PROVIDEA MINIMUM OF 112INCHES COVER OVER CONSTRUCTION NOTES THE REINFORCING STEEL WHEN THE DESIGN VELOCITIES EXCEED 20 FPS AND 1112 INCHES COVER WHEN THE VELOCITY MEETS OR EXCEEDS 30 FPS. O-- INST.18"R.CP.(SEE PROFILE FOR D•LOAD) THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC-5,000 PSI AND FC�,000 RESPECTIAYAT 28 DAYS. 82 INST.30"R.C.P.(SEE PROFILE FOR D•LOAD) 91 CONST.C.B.NO.1 PER R.C.FC.8 W.C.D.STD.DWG.NO.CB 100 CONST.C.S.P.RISER INLET PER DETAIL ON SHEET NO.B o-- CONST.M.H.N0.1 PER R.C.F.C.B W.C.D.STD.DWG.N0.MH251 CONST.J.S.NO.2 PER R.C.F.C.8 W.C.D.STD.DWG.NO..JS 227 p CONST.CONCRETE COLLAR PER R.C.FC 8 W.0 D.STD.D .M 803 182 = m \`° ,'.,. s� rrER CURVE DATA TABLE V 2 Y _ 5'GU BEARINGIDELTA RADIUS LENGTH TANGENT J SEwE O - _� 1 zo°as 4T' eos.00 zso ss 14s ss PIEDOW D-R VE 32 33 ____--•- rs>"R CURS&GUTTER � 2 ` w J .x •�_ / ..__-- GRAPHIC SCALE - -- �� 40 0 40 80 .. _l '``.-. - -�_��. /•�.� -. - ,- `� \�'.\\\', ��, .� (IN FEET) •N 6 / SCALE:1'-40' NO. REVISIONS BY DATE CITY SEAL SEAL-ENGINEER SHEETNO. DESIGNED BY: CERTIFICATION 19 saeo-inn Poi >hl�e•sw�so9 CITY O F L,A]K E E L,�I N O R E Lake Purest,CA-o D.P.M.N AR-RI � QapFE39/pN (949)599-0870 PORTION OF TRACT 36115 8c TRACT 36116 13 � THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 4,o P.(a.MqR�q�F 09,?YERS - STORM .DRAIN IMPROVEMENTS OF APPROPRIATE CONDITIONS OFDEVELOPMENTAND/OR CITY w oP q-s &ASSOCIATES 15 DRAWNBY..' S - Civil Engineering,Inc. AND STATE LAWS,ANDA PERMIT CAN BE ISSUED. w m B B. OPMN W No.60318 m PLANNING•ENGWEERING•SURVEYING SHTS. UNDER TH PERVISION QP. 11 11 /�,�JU LINED q CHECKED BY: / /_ 7 1 O� `�r,T cIVIO Oa�p C..�(ni — G�.�/ FILE NO. g IiGW �w � �—�3 i1� fOdd✓6/ F.J.P. ATEFEHESKANDARI R.C.E NO..83390 DATE FOFCAUI GARYA TIN R.C.E50318EXP@,30-15 ATE WD. FDRr FB. 22-101 D".Revision Date:091162013 BY:J.C. PLOTDATEr08N8013 P:108-0194.11 TTM36116A PH7•PARDEE HOMESIIMPROVEMENTSISTORMDRAIMSD•SHTI3.DWG ---- sh SD& ............. --4wl J, ... ............. ............ - t .......... ........... 14 - 1 ...... .... T _ �7 4 -PINISHEDStJRFA AL 'Ad, ........................... c7n ---- --- OVER PIPE ............ FINtSHE 5;w OVER P� =77 T-T-7 575 _4 4 _J_ .................. ffGL 17 570 56 7_ ........ ................... 565 ................to 4- ................................ 18 1 1:: 1 _T L61 ... ......... F.L rrA .... fi ....... — ------------ ..........- ............. I. C� ........ NOTE: j Q 1.ADD 1000 TO PROFILE ELEV A PON$- A I L W 0,,o PROFILE SCALE V�k, 4 3 fps. ps. HORIZ:11-40(140�0, INS liL GP.�200 00. F.PA.C.P. -INST25.97L,F. __21C (2000-0) t t VERT.:1%4' lb 0 L.i ! 10 12 13 1 132 14 15 LINE"D-4a" LINEID4Y 130 5. 131 CONSTRUCTION NOTES 129 >1 13232 solo INST.18-R.C.P.(SEE PROFILEFOR D-LOAD) all 14'.0 INST 24-R.C.P.(SEE PROFILEFOR D-LOAD) .128 INST.30-R.C.P.(SEE PROFILEFOR D-LOAD) 'a. . 134 o"t CONST.C.B.NO,I PERR.C.FC.&W.C.D.STD.DWG.NO.CB 100 127 4 COAST M.H.NO.I PER R.C.F.C.A WC.D.STD.DWG.NO.MH251 p 01) COAST.CONCRETE COLLAR PER R.C.F.C.&W.C.D.STD.DWG.NO.M 803 N1, gly.-T 135 126 C21 217 216 CURVE DATA TABLE BEARINGMELTA RADIUS LENGTH TANGENT 136 45*SZ31" 5M 36.03 19.04 218 6'W4(r 497.50 56.09 27.57 240 N 12 137 41 71*4,02" 46.00 56.34 32.64 219 WW42" 303.00 85.47 43.02 Q 60*3647" 22.50 19.88 10.64 220 215 221 0 4� QY 222 An 194, LINE V-4" GRAPHIC SCALE 4,0 1 2,1 40 80 10TRIVATEHO.A. EASEMENTPER DOC,NO.' DATE: (IN FEET) / -111,3 SG4LE.,1'=40' DESIGNEDBY: NO. REVISIONS BY DATE CITYSE4L CERTIFICATION SEAL-ENGINEER 19 Spm—P.I..Drive•Si�609 C Yr-Y 0 Y f_.A I<_E IF,IL S I IST 0 1=,�1E] SHEET NO D.PJH.N AS RtJll T ,oFESs?O CA 92630 PORTION OF TRACT 36115 & TRACT 36116 E - 5 022 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE < F9.2 59-GS&O F. STORM DRAIN IMPROVEMENTS 14 OF i F 4 576 < APPROPRIATE CONDITIONS OFOEVELOPMENTANDIOR CITY YERS&ASSOCIATES DR4KWBY., AND STATELAWS,AND A PERMITCAN BE ISSUED. m mCivil Engineering,Inc. DP171.N E5 N. 318 PLANNMG-ENGBQMMG-SURVEYING 15 SHTS. UNDER THE 2!�L CHECKED BY., LINE 04 1 " - 9 civil. 3 FILE NO. 1� f L- F.J.P. ATEFEHESKANDARI-R.C.E NO.63390 FcAofo GARYAMARTR R.C.E.50318EXP.6-30-15 -DATE wo. FOR. F.B. —22-M9 Dvig.Ro&bn Date.=012013 BY J.C. PLOTDATE.0911612013 P*108-DI94-21 rrM36115A PH 7-PARDEE HOMESUMPROVEMENTSISTORM DRAlNISD4HT14,DWG ................. ------ 7 I�rlj UWA, Av f- = - - - — t — - =7 # .7 It :j I I CS _4 41 ----————————————— ---- 3 D.PEI? ————————-- �77 can buk ............... &AAA ..................... /7- 4 ........................ b/ ................... ..... ........ t .......... 7, 469 .. ....... 41 ——— 5;0- X �7 I ILI, ... .......... ............. 4� Q� 0, .7 77- i4l fs� te "P e _.LAE J� sk rd 7 A --———— 3 + ESCALE VERT:1�4' ............................... - —---- --------- 6.'WER -D-OF?OWDEA UST BE M!h" I HE pEth VREL R ii T�E V V, 6 Til)21 �B`CO 6�6 AC EEUM1DQAS__ I&L. IVII&IN ?-E FE-mff�OA 11HE Sh S RE I=FHE FA L I E F(,,_.,:- ____FSIA YD I -7—- ?E66 7n(A? ------------- --— —-_---- ....................... ...... ---- f- 4- 4- 4L69-- ------- ;�V, F 1 N61 ................ T-3 f7m 4— . ............. - — XGL- ov T ..................................... HG L .......... _2 545 555 50 -50 Mt 7— j ---------- --- 550 ____b ---------- ............... ------------ L ......................... ......En 9 ........... ii.,afs 4.44 af.1 '9� -1 - 4 64Ucf, &21 -1 F 3 tIR4 f F I 6i 2 B5, -1 __ Z4 4- 2.31 to (2000-6) f8'H.CF.(2000-D) (24-0) 1 Xk-17) b' 1— UNE t-W ..................... LII�E'D-I I?P!�N VIE W W I L I - - -- J71- ...... 41 m -___1 ,,, ............ ...... L )-ia:; Ic LINE"D-5" �Fll j'_Tl�' T.11 --. -J tt 14 REVISIONS NO. R IONS BY DATE CITYSEAL CERTIFICATIONSEAL ENGINEER i..Drive Wte 609 C I IF_y 0 F, L,�Allcl_p Ei I-S I 111�_0 FZ El SHEET NO. T too R.B S p [N S ED 41. (21 4-- DESIGNEDBY., - UP,599-0ii70 FCA 92630 FEs (949) PORTION OF TRACT 36115 & TRACT 36116 DAIRN ASBUILT 5/3/22 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �Am 4 (949)599-0880 F. STORM DRAIN IMPROVEMENTS 15 or APPROPRIATE CONDITIONS OFDEVELOPMENTANDIOR CITY YERS&ASSOCIATES DRAWN BY: AND STATELAWS,AND PERMIT CAN BE ISSUED. Civil Engin&ering,Inc. OPIRN No 50318 1. PLANNING-ENGINEERING-SURVE.YING, 15 SHTS. CHECKED BY �"enrols UNDER 771ON OF: S.D. LATERAL PROFILES cim FILE NO. F.J.P..p. I.CE NO.63390 " DATE M4A'r1N R.C.E.5031SEAP.6-3045 DAITE_ WO. FOR., F.S. 22-103 Dvig.Revision Date:M=013 BY.J.C. PLOTDATE.,09116MI3 P.,IOM194-21 TTM36115A PH 7-PARDEE HOMESIIMPROVEMENTSISTORMDR41NISD-SHFI5.DWG