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1352-D
0 PROcIEC 7- GRADING GRADING PLAN GENERAL NOTES: NJDRAINAGE PLAN 1. AIL WCFSC SLIM IffREM SMI. BE DCNE IN A003R'TVVIM WI'DL TW QTY ft I OF RANCID CUC '�JA STA Wd-)S AND SPFSCTF MTTCNS, AND OIAYrM 70 Ti-.QCT CF 1W UNTELYd4 BUILDING CO F., LATF_ST EDTTICN. X /8'565 FOR 2. PRIQ2 TO THE SDUZI' OF C7RADTNC;, ALL EXISTING VD7T1lTICN AND IlE1II2TS, �S E 4�� E' I1JC'IIJDIZD 3GI.STINC; BZIJCT[7RES, FOOTTNCr'S, ECxJrIIYtTICNS, RlJfITiIF., W TREES, AND I r.= SY.S'IT7•rI, SHALL BE RDtWED FRG7) THE: SITE TO 1311E AMON-mmmr N Q ShTI.SFAMCN OF 'IIF: SOILS ENGTNFYR. T1'x'T 3. AFMM F✓EI47VAL OF CELS, ANY EXLS MU ESL CR DIMURfI M IA7U7AL /-" - 4. SOILS SHALL BE EXCAVA71M TD THE SATLSFAMCN OF TIIF SOIIS ETTINFE R. RAC I N 01 0 13565W ,�. 11 s 4. 'DIE E:XP06 M SOILS SHALL �N BE DEET rM BY TILE SOILS E WTNTFR, AND ANY AC()TTTCNAL OVER-EXCAVMCIN SIUU L, 'MM BE MADE IN ACXX%� I WITH THE SOILS R'S CIS AND AS OQTTATNFD IN THE I 3 + I SOILS RFJUrr. I S.C.E. �. I 0 R Of�SED i 5. THE F7QX1SF5 SOILS S7AII. THEN BE 9Q4IZIFIFD TO A I�TIMI�T DEPIfi OF 6 ! V FA�TN/LL Y I FW . II•)ACIUF:S SRt1X7Tr TO PRDI'ER MOI:SI[URF; CCfTIT]TT AND CCMF'ACTM TO AT I IAST 901 OF 'DIE MAXTMM EFMrTY, AS I)F713MTNED BY U.B.C. STANTYM I I 70-1 CROMWTNF CI'ICN SHAH. BF. D BY t0•'.r7Di]6 ���FNr 077- N/G NL ANp d YFNdE SPESC'IFTEED BY Tf IE SOTIS R rTIFIR. ENGINEERS NOTICE ' I r 6. IF ANY USN STY61=1ZE773 ARE EN000"r PFD EICIUM 1. AC;TM THAT HE SHALL ASSUME SOLE AND CCI ln= - CMr,MVCI'ICN, THFY SHALL BE DTlTnTATET3t MCMTr TO THE ATI4 MCN RF_SFCMTBTL1•TY FM JOB SITE CtNDMOM DURING THE COURSE I MW. SVICINITY MAP - -- -- OF MW. E7�TT•rFIR PI3'XIInTNG FUn7fIFR. OF )CTICN, INCTIIDING SAF'ET'Y OF ALL PERSONS AND PROI'FRTY. I N.T.S. THIS RESQUITTXENT SNAIL APPLY CChnllXXXn1Z AND NOT HE Lam.-'D 7. PIC17 F)CT'IVE NMc URF_ SHALL BE T4RRFN BY THE CCNIRAMM SO AS NO►T TD TO NIMIAL WDCUUNG HMW. THE CanRAL'M SHALL OFYND, INEFMIFY ! I CAlfSE ANY IMM, SITS', CR UMZTS TO BE L>F3M-171D WM PUBLIC CR AND HOLD THF, OWNER AND FNGTNF R HARMLF4S FRGM ANY AND ALL 1 I ADTAC"Tr PROLTMY AT AIL TIMES 101URING CCWIRIX.TICN. ANY MUD CR LIAnnny, RFAI. CR ALiFIDFn, IN Ot]ddF 1ICN WIZH THF, P.� � I NOTE ' CONTRACTORS TO CFF42IS ON HJFIi_JC PRGTWN MALL BE I*WVFD DV,9 )TATFl,Y. DIST OF WCUX CH THIS PRC M' EKCF=M FM IIARTTJ'IY ARLSING FROM VERIFY QUANTITIES SHALL BE OCJN7 T.T FD BY WA7TRTNG CR CRHER AFMWED D M r M 7HRCIUl0FMT THE SOLE NELT JGFNCF of TILE OWNER CR ENISTNFER• I BEFORE CONSTRUCTION. 'DIE GIRADTNIS AND BIILDTNG ODNSIRUCTICN OYU3 ATICNS. I 2. AIL UN 1D UITII.ITILS CR SMKTUIRES, REPCMM OR FOUND CH 1 8. PRTCR TO TILE START• OF ANY BUILDING CITum..XTICN 'DIE CQTITU CTCR RUSTIC RDOMM, ARE INDICA-IID WI'Dr THEEaRR APRDXDQ IE IOCATICN SHALL FURNISH THF, CTN WITIL C"ZT'IFTCATlONS3 FXX THE CIVIL EMTNF.M AND E)C T. THE OWNER, BY AC)CFITM TFIF S'F: PLANS CR PFOCT7DING AND SOTTS T WITDf THE WRETr, AGREES TO ASSUME LTABE= AND TO I FNGTr1F�R THA HUIInTNG PAD s(rFlr�rAr�s ARE wITIIIN o.10 FOCII' OF THE API Y VED PIANS AND THAT WE PRCNT R OCIINUTACI'ICN AND HOLD TILE ENGTwTR ipj*uF56 FuR ANY DvGFS RFSUIITITNG FROM 'DIE PRI'F'PJRP.TION MS EFFN OUTWTNFD. EXLSI'F7JCE OF LMT3T7TXWD UTIIITIFS CR S`M) W S NOT TUTORTED CR INDIODTD CN RJBLIC RECOKSS OR TNDSE OCJTISIId=D AT VARIANCE 9. NO GRADING SHALL CIOPT* C7) WI77IMM OU17J NIM G RADITD PEPKTT AND WITH REFCFnTD CR RF CCIRI17S IDCATICNS. 'BE OCKIRAC C IR IS RFaMZI D 1 NIU TFYIM CPADTNG ITt<;r'1;M- 2 24 H'AUR.S PRTCR TO THF: START OF WOW. TO TNS DUDE PREX:AITI7CNARY PWAS(URFS TO P.RDTF)LT THE UTILITIES CR STR)=RFS SHDPN AND ANY CMURS FWN AT THE SPIE. IT SNAIL BE 10. Fff'_qFCKMMlLFTY FCR Q?AT)TID AND ITLSPFSCTICN SHALL BE ASSUMED BY ZLIE MTE C1Ct•>'IRACICIFR S RE�. IRTLITY TO NOTIFY THE oWf1r5ZS OF AIL EMTW"7 S OF WOW IN AIDOCJ VNM WISH SFCW N 7014 OF THE [NIFUM i Fl=TIFS CR STRUCTURES OONCMIE D EFTUZF 57=11U WORK. O ILrlLDTNG COCF.. O 3. THE F7JCCITIFI'R PRF33AARR7I+IG THESE PLANS WILL NOT BE STBTE FCR, N 11. THE SOILS E24MU7R SHALL AIM BE R11;4PQZ''IBFE TO VFRIFY AND I*TCIZl' CR 11AME FCR UNAITIIICURT7.FD CHANGES TO CFZ USES OF THESE PLATES. I AIL CIVVJC7.5 TO � PIANS M1,SI' BE IN WRI'IZ<4; AND MST ]3E APPROVED i • 'DVIU PIaOF'FR OCMr'KTICN HAS Bf1'7J CF3I'ATTff3) BY AND N77J TF:S CCNC F3 NTNG UITIIITY IMW.. BACKFILL INC7DDT)S, BIT W- r BY TH Pr&PATTER OF THESE PLANS. LTKTIT•;D TO SFWR, WAITR LINF:4, EIIFX7MTC'AL, CAS AND LWrAWE IRRTGATTCN LT NF S. 4. UM E]IGINE7R DOES NOT RE70Q+I'fTTD CR ENDORSE USE OF ASf 'TOS- E. CETT WATER PIPE CR ANY Pf2CS[>L)CI5 CIC TAINING ASFTMOS DUE TO I\ / \� 6 N w 'DIF: HFAMT WARD CCNNFSCI'EI) WITH SUICH :ly)CQIC TS. SPESCIETCATICN I \ 12. OF-f-ML IDP C�UMU ARE 70 BE SUUWM= 10 T� MUM OF ANY SUCH PRDD[JCI' IS AT DT �CT'ICN OF DE JURISDZC- I ,� HILTI)TTTL• AND SAFETY DIVTSTtYTT PRTCR TO FTT+DU, B.TIInTNG IN[SPE7C!'ITCN. TICNAL AGENCY. CICN?RACIOR SHALL ASSUME RE9LUTZ3IF3SIIZY FOR ALL \ \ 7 Gi , 13. ANr AS-CRATM CFVU'YTTD PLAN AND CERTTFIATCTcK OF CL7+tP'LSAICE WTIfi SHALL FOIZDWAIL OSHA && EPA GLnT TO )UNTKT7.E IUWMi HAW419. GRADING PIAN PII?' SUfIr'(LTTFn TO THF. B)IIDTNC: AND SAFETY \ 8 G SAID � P VI.STON Pf2TCR TO R'UM"9 E OF GRADTNG BOND AMP.ICIR TO FTNAI. STRUCTURAL BLOCK WALL y'f?IESZAL NCT':S � /VD QC/,4/VT/TY I 24 DIyP� /O L (IItAI)ING - - _ -� INS)'f)CTItN. 14. AIL S10M. Ek$")LNG 5' IN VERT' M, HUGH AND EXCFEDM 5:1 THE MNTr2AC•ICSR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DDlE NSIONS u 25 \ c~i \ 9 /3 SLOPE ARE TO W. PLANTED Wr"l APMWED PIANT MTFRTAI. AND GOND OD]S AT THE JOB SITE. THE OD TIRAC OR SHALL BE RESPONSIBLE FOR BRAC NG 23 LEGEND_ "PRC'Wr*D WMT AL'P Y VFD W 7"ZTW SYS71TH. SEE AL')ib'iS7ED IAM-CURE AND SF tUIG ALL EXCAVATIONS, TEI�RARY STRUCIr= AND PARTIALLY COMP . ;D �eR/,5 7 �'ONO+PETE StilAGE �E e DET,4/L DRAWTNCS AND Ems]CN OCIMY)I. SPfX7rFICATTCN:S FCR PIRTMMVR PORTIONS THE WORK. O - S'f/FET .3 /.500 26 L 22 \ 14 \TRTl�'rMINI'S. ALL NNDIZ'I NOT SPECIFICALLY sxaaN OR DETAILED SHALL BE OF TETE 1,E, TYPE 2/ � -'ST. RETAINING AL L 3 - ¢/D L•,r _ - SHEET CUT OFF 15. 'TW UtIIn"ITclun CIVIL DJGITIF3R RF. WILL BE SFCSffiE ECR O B S'HEE T 3 �'� - PHASE LINES Pf2.7F�'SICRI7II. IN:SL'F7LTICtZS IN AOOC>fRiWJCE WITH SESCTICN 7014 AND CEARACi'FR THOSE SHORN FOR SIMILAR CONDITIONS. _ � �4 � \ 20 uunnnnrnunnm Of? Tr IE IJt1T FC1f3�1 Orr r HUNG COW.. e4571V5'T. %' 27 2s I PROPOSED ALL WORK AND MA SHALL CONFORM To THE UNIFORM BUILDING DE (LATEST AC'CE S S ,QO,�D_ ( 29 \\ \ /9 H E N D E R S 0 N 3 5 64 - PAD E L E VAT I O N S 16. NO A1�TUb'IRrNr OF EIF.VA•17CH SHALL BE HAM WT'ITT= PRTCR MR377TN ADOPTED IDITION) Alr'D LOCAL CODES. -- - - APPRG>R7AL OF THF S{TIInTNG OFFICIAL AND C�VII. _Tr�A .�_.�;�l� Qcow.s /_ /iTlJ _end c C 4y -� - GE - - 3O CHANNEL S D STORM DRAINAGE BJCTWETR _/ 3 OF lRE t> til. NOTIFY THE STRUCTURAL, `IEF12 24 HOURS PRIOR TO PLACING CIO CONST ¢ 'RETE �./,4L r �'r •e ' STD- 3/ \ C.B. -- CATCH BASIN 17. AIL %kTZS ABMF 3.0 ET. IN Bmmr RFUmT v sFTlAPA7F. PEIZrST'S A �JID CXJNUATIOTIS: O!✓G. 3/O PER OE T4/L 'B' 5Wer4-T 9 /,230 SF + J E nr-f'T�c�r7cN. �• � /a /7 H.L. --- HINGE LINE FOOT�� Si,�TJ. REST ON FIRM, UND OR COf/Il'ACI'ED IL AT A MINIMUM DEPTTI 37 36 35 34 32 \ \, 18. ALL WORKS WTTILLN MIUC KIC7TTS-OF-MY 1�TW SFTMM F. PF"4TT BEUJW FINISH GRADE OR NATURAL GRAD . S SHOWN ON TI-TE C.S.YTITJ \� 33 \ S.B.L. - SET BACK LINE AND DZ--TfxTICN IS:SUIFD BY ENGTNLFFRTNc DMSICN. ,• - - \ G.B. \- GRADE BREAK ALLOWABLE SOIL BEARING VALUES ARE BAS ' ON SOIL RT DATED JUNE 13, 1988 BY AN- � �1_ _lam DR.- HIGHLAND solLs ENGI1(I> Rs ALiI)47ABLE BILI PRFs_ �E 2000 PSF =T -__ SE-GUNDo -'- T -= T.G. - TOP OF GRATE LEGAL DESCRIPTION: ACTIVE PRESSURE @ SLJPED BACIQ•ILL = 45 PS ACTIVE PRE_,SURE e LEVEL BACKFILL = 35 PSF/E' 1 SIIALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN PROPORTION OF 1 P Q 1 \\ \ F.G. - FINISH GRADE FRICTION FACTOR = 0.4 3 PARTS SAND AND 2 PARTS PEA GRAVEL. GROCTT SI TALL ATTAIN A d / 2 3 4 5 6 7 \ 8 9 EXISTING T.C. --- TOP OF EU R B THE WEST 1/2 OF THE FAST 1/2 AND THE EAST 1/2 OF THE WEST 1/2 OF SECTION 22, PASSIVE PRESSURE = 350 PSF/FT lvE sTRENCm or 2000 PSI AT 28 DAYS. \ HENDERSON R.P. - RADIUS POINT TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, ACCORDING ZU THE OON \ OFFICIAL PLAT OF SAID LAND. MORTAR BE FRESHLY PREPARED AND UNIFORMLY MIXED 111E ACCXSRIYW 'TI;m uBc C H A N N E L AS DESCRIBED IN THAT AIL CONC3tI"I•E SHALL HAVE A ULTIMA'T'E SIVE S'U'RE 19nI AT 28 DAYS AS . TYPE S OR M MORTAR. MORTAR SHALL BE USED WiFHIII TWO HOURS MIXING. EXCEPT' THOSE CAIN STRIPS OF LAND 330 FEET IN WIDTH 0 \ \ F.S. - FINISH SURFACE �� H.P. - HIGH POINT NT =ATN GRADEED EXECUTED BY SAMUEL J. WASEM, AS TRUSTEE TO SOCTMRN SURPLUS REALTY COMPANY, A CAL.I FORNIA CORPORATION, RECORDED APRIL 27, 1973, IN BOOK .. . . .2000 PSI � rQrl TO ASTM c15o. THE USE of PLASTIC OR oNRY CQ+fII 1T Is � ■�____� 2 \\ ,�JCCE ss � - SHEET NUMBER 8171, PAGE 84 OF OFFICIAL RECORDS. �.. .. . .. . . .• . . . . . . .. . ... \ R O I ALSO EXCEPT' THAT PORTION SOUTH OF THE 50107 iERLY LINE OF PARCEL 2 OF SAID GRAN �' CION ( •HAVE A MA)CIT7(�r SIIJMP NO GIZE'I� THAN 4", EXCEPT IIOR AIL T"I7+SURI7rff NT BE MADE WITH A SUITAIILE CALL ,TT'JO DEVICE. SiiOVLZ I " SIJJMP. WILT, NOT PERMITTED. S.Ci.E E. \ Q t��i F E S S!/"� . Fmw3ATIoNS Wirral ,AY HAVE 5 Y10CEMUM ` , 1 CEMENT SHALL RM TO ASTM C150 AND AGGREGATE SHALL CONFU A TO ASTM C33. REnsi:oRcrrNG s'rr�L,: .`� No: 360`2 1 � RAW - --_ - -- _ _ - MIX DESIGN FOR CCMMFSSIVE STRI�IGTILS GFRI�TI�2 TEIAN 2000 PSI S} BE APPROVED _ T R. 13 5 64 BY TTIE JCIURAL ENG INEI72 PRIOR ZU USE. REINFORCING S= SHALL CONFORM ASTM 5 GRADE 4 0 FOR #5 AND SMALLER AND - � ��GUNi' _ G?4'A/^/4G E 5 fl L E � � 9 FC�TI/RE /tiIPROI�EMFit/TS' _ / - Exp. 6-30 GRADE 60 FOR IIS AND LARGER, ALL .GING SHALL BE FROM IDErlI'IFIED S'ItOCfC r 1 , FUTURE /.YIPRD />✓' PF2 T/P.9CT /3s ¢ �, C�I'E E}{CII'T SCADS ON (ZfZADE SHALL BE PLACED UNDER T1� ISI'IN[K)[JS WITH MILL ANALYSIS SUPPLIED. 13 - P,Q r E�'lI INS YION OF AN APPROVED DETUTI'Y B(JIZDING INSPECTOR. T ALL REINIbRCTNG STEEL, DG47ELS, lOR ETC. , SHALL BE WELT, SFC!URED IN r C(V t L S' CEI1 SHALL BE FILLED SOLID WITII GROUT. PLACE PRIOR TO PLACING CON OONT2A R SHALL USE MIPLATFS TO INSURE qfE 6s ARES I 22 I i ACaMTE PLACTI'IENr OF ANCf"IOR LTS, D0�4T LS, INDEX MAP tQ lav Ise IPF_TAII' A13 $Y Fug FRIG-+!N (zJ ` L- Y97 II' 2211 8 N -. _ DESCRIPTION OF REVISION DATE lY DowELs sTTrTJ. BE PfZOVIDED POUR AND OONSTRUCTI DINTS AND SHALL BE THE SAME NOTE: Al.Ts. APPROVED !f' SIZE AND SPACING AS ..INFORCING SHOWN FOR TIE S SnQuE IT OONSI cTION. 1 2% _ % 1�.4P/ES --- -- ALL oorrrzN<JaJs oR DaacLs sTiALL LAP 3o D IN ovNc�RErs AND 4 D T1�IS PLAN FOR CONSTRUCTiON F �►��-Y O� ���+�� �U �� �� Lx_ -- --- --- -. DIATq'I'ET2_S IN ZY, UNLESS SHOWN OTHETS�ISE. 8" CURB STRUC. BLOCK ACCESS ROAD AND $•r CURB 8" AC WALL DIKE ► HAVE �� F° r AVE : DRAINAGE SWALE ONLY . NOT TO BE 1f. DRAINAGE PLAN � �' EAS �' ��D�• •• •• •• • • • • • • •3" U5EC1� FOR GRADING IMPROVEI�Et�TS. W A R D M A N BULLOCK ROAD oQROF Ea 'a ooN � F�1RTT i rvRMED OR TiROWELED.. . .. ; ._..2" S FOR R _ _ _- _AMams.... ....... .. . . . 1-1/211 REFER TO ROUGH GRADING PLANf TYPICAL SECTION - NTS. �Q� NG D ,� - sGRADE• • '• " '...... ... . . . .. .. .. ... . . .AT TRACT 13565 FUSCOE WILLIAMS FOR REFERENCE ONLY �-; �� ,�9`, - LINDGREN, AND SHORT. TRACT 13565 � • - 1F21U✓SYtG�IdI!O✓N�Ni Calbt MY BASIS OF BEARING BENCH MARK No. Iso SOILS ENGINEER DEVELOPER (OWNER) I APPROVED � �TE. Z CTENGINEER- I l�� RC.E- N0. I t 'FUF CAt�FC� THE BEARINGS SHOWN HEREON FD. CHIT. 11®�r IN THE MIDDLE HIGHLAND SOILS ENGINEERING, IN(,. STANDARD PACIFIC- S.- _._ !/n5/ Ne•rinr� it rrnu NrNr 1 ASCE BASED ON THE CENTERLINE OF CONCRETE HEADWALL AT DESIGN RKY � kECOMM�NDED -- 1832 S. COMMERCENTER CIRCLE 1565 W. MAC ARTHUR xnr•r,r<R l„nn• »l.r v Sllt L OF SUMMIT AVE. BEING NORTH THE SOUTHWEST CORNER OF D.K.B. W l I^MS i-Ir s�. a/;, 89°41'4711 EAST AS SHOWN ON SUMMIT AVE. AND EAST AVE. SUITE A COSTA MESA , CA Ir f�.�;-,a,;s. /M'10 92626 �� A MAP RECORDED IN BOOK 73, SAN BERNARDINO, CAL!F DRAW SHEET Fugcoc e'�IINt>>✓!c1 Nc� 92ao8 `� . PAGES 39 AND 40 OF RECORDS ICv?35 VON "KM N • 8TE • 100 ELEV. 1507.007 (714) 884-8128 (714) 546-I 161 M.T.L. (tri,trtgrrr<•r•,, ,,,r,d,u„�•,r)" _ I of 4 - ►IZVINE• ,,GP+ 92(0l4 OF SAN BERNARDINO COUNT". CH E'-KED ,,��,��j•. DRAWING NO ATTN� DEAN STANPHILL ATTN: MIKE WHITE �'''�''� I'�rr`•� R.CE. N03�O 014) +74 - cq(PR.J.A.R J.A /351 ORATE �,.- FILE NO �kJ�fc"7 S*"7 ;A' O r Q ' 0 cr r rr 1 \ 1 `. EAp-;p GOT Z fin . I _ Ex�gr• Zv' sr,QEEr vEvi�,or/ov � \ + ` ` � � — , cd PER 800 9B 4/ ZBS !2B9 f I \ J '3 9 7. �. 6 8 - - _ GUNtTE SWALE I �\ Im 18 . Owl am 404!01' ` 1 1 z a f'rl, l� \\ t `\ a Q ,- 2 rr W I J :I 3 " '�. J,31:7)JfiJ i Y �� au PLAN VIEW , � .. ., 3 GUNITE SWALE ALONG S.C.E. t \ ♦ N.T.B. PI islow �. t♦ "-- T .. \ y +•, '.� CONSTRUCTION 'NOTES, Now1 ,Q � ' ET now 3 3O l'O/l�T. Gl//t//TE SL,/A wdo GE ,�L�.....4L fto _ Iwo mom ....r-�_ Q CONST.•'jf �•UEG ' •ACCESS �PO.�D! . - �. .= j ! CONST. ¢~ C'o�[iC'.PETE �✓,ot . PES C.Ott': s'TD QA 10 , . NL ti ( , .. \ wli ww► +::w�a..a..r►.. >; �, ,, ,w ..,.. :, ,+ c v�->s. ._we.f «.« f v s.ifWiriw�iriMt 11MIt JIB anl •r .ws i a�. �s s as -- .��•-,�t. yes•�-•'�.,• � � ,o. d0'RVE DATA DE4 T.4 Rf101419 LE/UGT.y 7.a 1/G'E/V /3T//IR3 EASE/Yl�/1/T # reXAIS/T/D/V y �17'R.4C'T BD�dD.��PY NOTE: •`` , / f ,,. �; THIS PLAN FOR COHSTRuc*I014 OF ,�,�—" ' �� , �,� � ,,, j ACCESS OAD AND iu � * I _ Y I. DRAINAGE SWALE ONLY, NOT TO BE _ USED FOR GRADING IMPROVEFAENTS. !�E ,o� L=/iGOD �DM�4/v /' SOUTHERN CALIFORNIA EDI SON REFER TO ROUGH GRADING PLA�I!!S -�.. S TRACT 1356 �FUSCOE WILLIAMSj — — — �. LINDGREN AND SHORT. i R / W .. � 24AQP�� ESS/OA/ „ k� ND J. q �e �ti6 I 41A ;� _' ----DETAIL PH, IQ- co P� 990 a ND: 36052 "W E TO EX/S�7"/N6 m 3 Ex 6-30.92 \ sr CIVIL 77F /TS OF 4Q14YL/G//T G)P.4D//tib' TD M Y � � / � \ , \, 4 F OF C Al.\� P �UBI'DE / or, \ W M ( � I N/T 1 .4 �P ETiO�G B� \ 16,3s GUN/ E 9 ALE R O T.4/L \ �. \ CITY o s N V/EG,/ , J DESCRIPTION OF REVISION DATE APPROVED N 0ETAUJI J A a / _ F RANCHO A CITY 0 R CUCAMONG 6 r�=/5o / - _ W — �� �; —� 3 �•,/ r� aw cnDRAINAGE PLAN \��� � �,� � �(�1 _ �� 3 ti°�• G� � - _ `�- — 2 — FOR2 • 300 3 IV 2 NB9'39 3D"E 4 aff 7A. A4 rob A lemss...:r_,� 4 - -- *� - .. - (� -- ' ,nnnuu ,rnnnnn nnnnnnnu nnnrnrrmu nernrr�l r mr_ -_ rrfninm r hnl nlnrrn ununm ,r smn nmr► rr rr!Rlf R#tom �•R r NIHnnRTIrRI 4111! IIR IYMitiltfrlrlTf' }1Mtt r';, auuoc ,�oAp - TRACT 13565 ,. — � — \ I BY FL/Sl"OE w/GCHQ w0 � c- , B - rr" f ^� �(.F - ♦ % APPROVED BY: UATE:�— \ �j �J j(otCITY ENGINEER RCE_ DESIGN ! Seri.rrX 4rwnrw. ►uNe a RECOMMENDED - O R (alt lwntu 9115i.; 4VILfI-" - D.B. WIMA la/ isa-n�t/ �A- �f FCC('la)54 0810 DRAWN l & ..� SHEET l MT.L. 2 of_4_ 1 ; \ \ C:hpfrt,�(ru•Pr-, ! nd♦untte,ra CHECKED R.0 E NO3_�s t' DRAWING NO 4 /3 � R.J.A. 52-- D c DATE - - FILE NO - _ _ _ } 13' 4 E .. .. 1 , > <<4w 210E bd� D� Jan i;4 "vi `r'1' �_;� ;� ��;AGE �H _._ .._ ., . KA�t,lt~th _ ��' i � ��:-GD1:;1-1 4�F0J5-c T __ .. . / ---�'-. �..---_ _��-...�,--.�-�/ >0- I,a2i4'l�/.9cisF Sf✓r+►�GE A.g} �, _ ... - M�N-F'DR FLDOD� j 22A-0540.A5 I �' 24 ' \ PQOTVC.T%0NN- -- r S t ^ all ♦ 4Q / I .� ?�: , f'' PUi� DS ES ...._ rte: , I D AlY'ESS ie"ML TITER(LENT _...iJ..�. % �`� ` 1 �9.J f F ,. ` -��,,,,f !_- ,\ ♦ Z I 5 /�. ! "' \ UNDE{l ALLES3.RAA a C 7 A - \ ��Tg ;' I / •a1� dt 2 .. . �/O�E �'oM00U/VD ' / 7 ` :y �` ♦ / I �4 �_ V O/1� E 1�PO SED L, \ i — i/ �� ~_._ _ '\ �' P.40 �., �, OiLE".PETE C.4h4NrVEG /cam i i TN/C _... \ �~� !/7 �' / I o <`'i _._._. .. ` f �I I alb : `1` - / /•-.`y �` i/ JG ^ l� �'\.. ,y. .✓ I,/li �\ j.••, ......................... _ __ _ _ :' ` f / :- ` '` TYPICAL .-SECT IONS V- CONCRE E .� SWALE ALONG S.C . 3 C t / ,\ \ -- -w _� '� � � �UJ7Ll ? !V' _ / ,,L,�• __ 1 � M '-. , /� F \` M y .! .......-....,... • ... ... •- - - ._.-..__.-. ... ter► .,, ` _. ....... 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EXISTING GROUND G O \� EXISTING GROUND Q a r EXISTING GROUND � � EXISTING GROUND `'9,r � � \t,�� . EXISTING GROUND OVER PIPE OVER PtPE FINISHED SURFACE OVER PIPE �� OVER PIPE. OVER C PIPE /S�� �6 OVER PIPE OVER PIPE �C• OYER STORM. LAR"A"IH / S9 h6 - a 0 'L� H.G.L. 1 � }�� _ 1530 3 1564 - h� 155 1570- 153-0 - �9 ENCASEMENT PER ENCASEMENT PER ENCASEMENT PER ENCASEMENT PER SEWER PLAN �h SEWER PLAN SEWER PLAN Q� SEWER PLANS H.Dr.L. 5a0.= Ihti K-74 s 1 LIP 0 1554,64 s 6=4[2541 gp . v, 15 2I S=0.3956 1�4 1� IBJ : / rov \hti �` ° r � - Z�o � my�,•t" br {N� 660• /9 N 66'0 g O Y. 1 1530 : - - - �h \ 15 15 15 5 /s¢ /s4 _ _ . __ _ 1!� 0 �N 1�"3O ��, � 2d \ O q 83 �. 7 v: RCA S,00 S=0.3,0/6 X21 �o, ANT 40cV.36',,,f,CP cN eta. o, 0. 3 w Q RcP co g >n CL h O ' O 9� P O a r : b " _ CONSTRUCT 14:444F �� ��, za . o , 0. N 4 pal O to M �. h � h �' -N- `�° q 18"RCP C 2000-D) �' � : . : � � � : : : : : o ` 0 4 � v : O h ti , CONSTRUCT 2(.75 �► h � �rA: "� � O .A I:ti O LF i Rcp(2ooa� o p No Z o z Z . %K _ _ ) � �, 4. tea. _ _ _ . LATERAL A 1 , � � z . �, x � �. � �,. �, oW : q r o p o o � oep ptc, ° o � oW ow : SEE SHEET 23 FOR PLAN VIEW = w Q ccwwsreucr 6.(�t.F °4 09 o LVNSTRUCT. 28.16L = CONSTRUCT /2.03 LR �8"RGP (E004-D) 18"RCP (Z000 -D) 18"RCP (2000-D) CONSTRUCT /2(0 4U L 0/1/5T1?UCT 6(1.491 . CONSTRUCT 75.74.LF �8"RCP (csOG�O-!�) 8"RCP (2000 D) 18"RCP CZOOO-D) CONSTRUCT 26.4 LF CONSTRUCT 9.4ALf CONSTRUCT 270 Lf CONSTRUCT 8.57 LF 19"'RCP(2000-D) /B"RCP 12000-D) /8"RCP (2000•D) (18" RCP 2000--D LATERAL ' A - 2 LATERAL A- 3 LATERAL B -� 12a B-t . . . LATERAL B- 3 & B-2 LATERAL B- 5 8� B - LATERAL B- 7 Ek B = 6 p c� SEE SHEET 23 FOR PLAN VIEW SEE SHEET 24 FOR PLAN VIEW EE SHEE OR PLAN VIEW. EE SHEET 26 OR LAN VIEW EE SHEET 26 FOR PLAN VIEW SEE SHEET 26 FOR PLAN VIEW T 25 W I GROUND _ EXISTING GROUND._ _ _... _ __ _ _ ____ _- .. _ __ EXISTING GROUND � � EXISTING GROUND _ _ EXISTING G D . _. _ _-. . ._ _ ___ _.. T __._ _ _ - _ __ _ ...._ ___ �__. _ _- r �OVER PIPE I � .,._ . OVER / OVER PIPE .! : PIPE 111 EXIsr. sROU�o Lo o OVER PIPE FINISHED ER sro SURFACE DRAIN p 0 VER 4 OF PIPE h z v ? is T 6.0.4419 14 .Z y. o �0 _ 1580 159x , c�T 3q ca, \`� •-v - - �- I LATERAL A-5 : '► : SC O ° SEE 5'<1EET 22 Fd.P PL.9N ,ice/EfY H.G.L. � : : : _ , _ `�� _ _,_ � • NEL k i . 0.336 : INV.10 5 s ,I6 I - � '� e7 ` "� oho,►. Z N G L . ENCASEMENT PER 13 A �A Cv '� M i fs. I51 �Gr : i WATER PLANS 5 5 LQ o �p V� C ENCASEMENT R SEWER � �a : \`'�"��� �h hlhpl .�.� ; o' PLANS E .p �� a4 ,y a►•�JA05 �t�, �� / 5.2 155Q- 8 _ lit .i�f _ 1 S7[� 15gt� 1580 SD �� -T-At�LE O W`�0R AUL_1C EL_F. - r577. 04 . LIVE STA To STA c� ID v 12A g 5 Q. 1� � � o n G rwY- o�. p I'a'n- A-! 0+ oo - o +24 3- 4 o-3Z75 000/o: fole�� /�9P t� ~ 15� atNT L-A7 A 1+00 - 2fi2-9 4.5 �•0G03 O C i , 01 0:4.2 IN _� ot-oo - o t88 12.7 v6o c ' o �� " LAT O13 . 19 _ - Z pO�Q _ D�o - o+ Ic> o 013 n•o�3 �al . � C-3.D• ti y LAT e 2 0 13 .q" 0.3544 PRF S5 O ` 1� o e) 3 Pf2ESS -7 8 F 1 �� O : LAT- > t 00 - o-� 2 I I.9' 0 1278 0173 0l -- X) N 0 � � QLq p x q d py-�i 0*00 - ©� U' • L � � ` 4 r , � �. h A t� +©o fi 1 72 bac>� al $ �S8 1 ° t.-/� 15 17.2. o w p + `o _ w a o _ - _. __. .. _ __ Conrsre cr '0.28cF - - SCALE HORQ0N AL = 1 = 40 _ _ , •r p ; R? � � LAT P= � O+O I { I Z � O � ,o•o �o D• 3 1 rb .,., u � /8"RCP (2090-D) Imo,,- �+- otoo - o,-�q {3.1v o t i=ce o e)6,0 0013 0. �? 7.y3 1� te 41 :I .� /��soC.F otor� - o-r 13 7.1 0 3�3C.'o oo�, O o13 0•�� 4-.q-I 1 a� VERTICAL lam= 4� 7 ,f nr-p LDNST RUCT 37.49 L F. 8+ KG p C�oa t�, . � 12 L.� /?Gap- �1 0 .�;�c GO{.15T i.AT. - 24"RCP(/750-D) : 18'�IQCF 1000-V) O LA7.5-� CtC�O- O�- 39 12.2 01 l} : LAZ f�10 G+oo- �t'j 7 15.2 7 :©c1 3 0 3{ - 1. VAT. -11 13 8.4 0 `c �k -� c".o+3 v•�� 1F 4 1 a" LATERAL B- 8 LATERAL B- 91 LATERAL B 10 LATERAL B - I I LATERAL A-4 SEE SHT. 22 FOR PLAN VIEW LAT.B-12 0+00 - o :-24 3.1c 0.1200 0.0102 0.013 Pf�'E�S G.O IS'• SES SHEET 27 FOR PLAN VIEW SEE SHEET 27 FOR PLAN VIEW SEE SHEET 27 FOR PLAN VIEW SEE SHEET 25 FOR PLAN VIEW NO Tf.. ALL STf`.TIONING 1FE-K� To Q/00 ✓�4LUE5 A,C'E /NTECCEsPT �Zo�✓S �TDIQ�1 11 S UNLI �y A- 5 - ......... _ ..___.... LATERAL . SEE SHT. 22 FOR PLAN VIEW Q�pfESS/ON L. STg9��y k Suite FIELD BOOK REF. COUNTY OF SAN BERNARDINO STORM DRAIN IMPROVEMENTS W O. NO. ,� 9 F SCOT 'Rt Ca Avenue, 0; ROAD DEPARTMENT c.� 41 " ! (714 j54-0161 r ;,, �h�QS'E/ Th�.PI/9� ROAD NO. RECOMMENDED FOR APPROVAL: DESIGNED BY DRAWN BV CHECKED BY APPROVED BY EXP.•� WI LLDAN ASSOCIATESom TRACT 13565 FILE NO fl CIv" \� �• Z MITTED BY C.D.E Is ASST. COUNTY ENGR.-ROADS DATE R- - • 2 9 �a STORM DRAIN LATERALS Sr DETAILS SHEET of qlF OF C Al�EO� Civil Engineers • Land Surveyors RECOMMENDED/APPROVED BY •21•�� l 2I 28 P EXP 3 � 9/ MARK REVISIONS -�APPR DATE ASST. ROAD COMMISSIONER- NG• GATE COUNTY ENGINEER DATE t' 'S r ^^mr f • i _ 1 - _ _ - _ _ _ - _ _ _ _ --- --�_. H -: - _ OveAw e' OSP/.cRw' N -» - _ _ 71530- rl � NGC +. , . . , : _ 7 15:2a ° ------------- 45)(140 v V } w HGL e ii PROPOSED RCB � / T I }IEJ0_ : R M ✓E ��'/5r/ _ v L/�n•� Na /��.� 5 AG f M- R -I-AZ of / �a . to 1B 0 . - . �tL o� � - �o�r',• S= 0.004 " i CONST 34.23 L F Ci • 1 000- : . � ♦ o� �/� 8 R C P. D� Cabe .1'r. �. ' �Z C 1' �1 j'► �� ° dO � 135c ta ) k y : % . 0 N e a . c . . . z la LATERAL A Co11�.� �X�• 0 L-�• �- }Z.G.P• � .Z TE _s... 5EE PLAN HEREON N . . . . . . . . . . + 4 _ PROFILE .... F a - - - - - _ : _ HORIZ I" 40' N 1 Li a C7 ` E 4 . VERT I !� 12+00 11+00 10+00 9+00 8+00 -7, 0 PLAN +00 5+00 4+00 3+00 2+00 1*00 10+00 � Iof = 40 0 40 80 120 160 TABLE. OF 1--1Y5)5z.AULI C F_I-E. M►F.4-1T5 z n rvI v 1�. a Z �� A he 9¢.B7- 4+31.28 2G,.4 11 0-0040 0 010---&, O 013 P'_E�S 13 .4� 0o" / I ,� ,t ST /MPROVEWAIrS ~ A t31 -G*21 2e..S 0.0040 .0oII -ot-5 rr��5 Al .86 Goe-` - 4 (6 /5' 75, PER TiP /35!05- PHA SEJJ.' A +2a3-�+2� 22o.s 0.01 OG 0 0120 0�-'b �E�� �� u� �4 LL 33"12Gp LAS��>r A �q-1'L+op 211 . 3 0.01 0.0115 O.OV, p1�1= 1� ^_� e' B. CO. DCPA/NAGE 58. CO. D,PA/NAGE -a - t, -< 7K EASEMENT EASEMENT ICA le I I I SAN 6S V4 WA y � zQ ti , i - w �o O PER. PHA-5E 5-Ip I I I I c, H DA i #21 3 1 av► Q�k� �(P��, ^\ NOTE /N Tf1E EVENT' T�1E O ( I 31 a1 �IBRIcK I I 3g W= 106 1 a �' EN STP¢ , lE'E/NF-rORCEO CoNG. BOX CUL vE,er /s iVI e0M/5rR4,I Oo 1 34 D �� �' z 1+4429 �S��e 1507.28 QROPOSED RCB AT THE T/ME LINE- "A" /5 LATERAL A-6' " - E.C. P /VSTAI.GEO. CDIlSTzL/cT N E p� iv 3g /Ot 4/.59 LATERAL A-5" _rEMP. <f6ADINAU AS SWOWAl SEE PROF/LE PLUG END W BR/CK C. \ \ S'�e!A� 00411 IdI \ Pf7 F/ EON SyT.2/ 27 C ��� \ \ \ V ,� 2ti 21 \ ° �E.r/sT. Fiee�,� N45'/8'/3"N' t 0 / N45 18/3'W L1rTMa Lhot/Q 23 LATERAL'i4-4 A 22 Z 1 � 6'Un4�s4/T .9liE. ,�.9.01�/.q✓� ' _ - SEE PRaF/LE ON SNT 2/ Nis'/B'/-"IY N Sri'41' 4-7"r_- Ila _ _ �CTI/,BE.S Pf2 .5'.Qi✓ - 18In - 19 20 "�' `� 21 22 y ��, O 1 \° \� 1,P.4H.4PG�ETT�.i/�LG�Y.7GL'y✓!.@r tr Ice �4 y- �, SUMMI AVENUE v � � 24th � STREETS A/ 2� FUT. ro"'CS.'O �. - INT. �, z } �1 FUT. �6' v'O. �1N"C 10*00.00 UT. A-S" O =10+00.00 LAT. A G" -C" Q7 1 X0+2.0.5 nn �. .. i'� M.N. e.. 'V \�p/�°'�G0 ; \ \ a 1�0'•` `� . 1503.92 9�3�• 7 _ _/-' ) �' / -1 Fff/C.S. L.1 y ; =/3.5 X c13 .L� y1f -lc-LJ 7LJr�rr J it ACl J.J.JJ� �v�� (�\`pti' �O�GC. �t/O. /'SB40} ���h. � f� �. �-- - OSAA✓ 5E✓A/Ne,A gTO�ZM t�KZAIN COt�I��TIW.�C'T'lON <o /Gf�TL=" S EAT/MP�PAbl WNT J tG, SPREAD/N� `BA5/^/ � _ Pz1 loI ffy I-Al&.5. v ' /-Ao0 00/Z/Z' Q-/1�`'�Q F,��( 44 , 21 CONSTRUCT 60 R.C. P. ( D LOAD PER PROFILE) 0.9TF.o 3-15-� q� ti°� " - PROFILE ) �l/O. /38•¢) a Z RAL.q S i �` - TEMPD�ZAQY .STORM 0 CONSTRUCT 54 R.C.P. ( D LOAD PER PRO L ) c� Cb DATA STORM L71�ZAIN CUK\le PAXA ry`p -¢ Q�pfES r},y�\ �� Q�,�Jc, - ,ORA A/ D[ c 29 CONSTRUCT JUNCTION STRUCTURE A PER 2 1 >G t- C� '� 0 OELTA RAO/u5 LENGTN TANGENT �:� '(� +�. u r 14 9D CRCC STD. DWG. NO. 508. 1 300 00" R.C.B. - //.0 ' - - - - A 3G°3o'G�" /20.00 ' 71o.4S' .39,57' / G`' .a ? � `-" `�k +e; �" c-" /8" 3.0' 1.6' 2.8' z.3' 2.7 ' o � r„ � . .- , � � i° *��: 36052 ,. O CONSTRUCT MANHOLE A PER CRCC STD. ® (5 Olo /2 /50.00 /lD•4¢ 95. 15 ! ' DWG. NO. 510 . © 46'00'00" 45.00 ' 35.3¢' 18.64 �nn H07`115- 1) AL_L_ STA'TlohlIKG1 WF_MW_S TO STOKM 5 ''�"9Z `,- RECOMMENDED FOR AF'POVAL' . 1�- CONb'T.PI/CT gelcx- ANO .t�O�PT.4e qeb' PKA44 UNLF�ScgV(EltwlgE 1lu(�C / _SAN t-VA N6 WILLDAN,. ASSOCIATES -_.-- O31 CONSTRUCT MANHOLE "B" PER CRCC STD. PE�PDETA/L Sf,/T. 28 0 ,9QP/:35" 45.00' /521' ee, 1�LDIG�.Tt�►� �" - " r.,,,. � �5'PREAD/NG .�A /i✓ /✓�. DWG. NO. 511. o M '.q , . ow Z7 E 0 34 54'3 45.00 27 4/ /4./5' 2�SEc" SHT. /7 FO,P STREET 1AIII VEMENT5. 'r D F CA�ER.C. 8 949 DATE. 3y CONSTRUCT WING TYPE HEADWALL PER SAN ofESS/ EiERNARDINO Co. ROAD DEPT. STD. NO. 209. OIR �bq� Exp 3 /3i \SZ\E L. STq FIELD BOOK REF. Q' '99 y 11750 Sterling Avenue, .Suite / o CCLINTY OF SAN b KNARDINO W. o. NO. ® INSTALL RIPRAP PER CRCC STD. 517. '� G' R STORM DRAIN IMPROVEMENTS _� Fusoc ► srae�O.P.glw.SlCIGNsY1Es1/T q 9 s ROAD DEPARTMENT pie o4 . y 41138 � Rlt�erslde, Culffornfa )150.3 37 CONSTRUCT JUNCTION STRUCTURE N0. 1 G�� �' '� . 1 (714)354-0161 - - PA/A rs/,ru -- ROAD N , « ' DESIGNED By DRAWN BY CHECKED BY APPROVED BY TRACT ! PER L.A.C.F.C.D. STD. NO. 2-D 189 .(SEE DETAIL ON SHT. 28) EXP. .�/ - 23 CONSTRUCT 33 R.C.P. ( D- LOAD PER PROFILE ) ___-._ ___ 1�E N l 3 trf. CIv" Q' ` - JoMfTt 'J�r��I_ __C ` E A.. - - --- - --- F O ED BY _ _ ` q - ----- - - a (OL) FvGR-ROADS DAIt 27PROFILE ) � � � --- ---- REC � • BENDED'4P D BY , CONSTRUCT 18R.C.P. ( D - LOAD PER PRO, ILE ) r OF CA __ _ ________- ___ ______ +_ S J M M I T AVENUE SHEET or tr�11 F.�Xfneers • Lurd S ,eyors } p,,2?' g.� CONSTRUCT CONCRETE COLLAR PER DETAIL"AII" ON SHEET 21 . V / 0 - Rc �Is!�IVs f-A-POR DATE '-T ROAD Com is, • k _ - DATE COUNTY OljiI FIR - DArE <24 fh STREET) 22 28 __ r _ 7 T_ i N -- EXI'STING GROUND "Am 0VCrA STGfRM 01RA/Nm a !Q rt SEE PLAN HEREON : OVER STREET �. ;;� S3, 0 . sr,�.�,�►��- O 4. N VEXIS HGL 1-1GL �' x, �' OVERT OF PIPE V , « , 1530 s ! L t , 4 152E _ l b : : Q . o � cfz �b � irVl.�sem" .P. o GO1T 3 •Ott L.1^. ; ,�2 hZ.G.Imo. __ ___ f �►�� ZqD Co 1 I�-G.1? d�2�IQ.C.1F' L 16e�a o - >� PROFILE , : + 4 Ll N � W N : HORIZ. I"- 40' �► • C_ON�oT Z�jC,: 1 I�..G•t�'• ._ �--c��l�-C. Cd0.5"1 CdNST.3423( VERT. Z .......: --..... £ ,9j5o_ ) Qoo _. _ r Q� = 21+00 20+00 19+00 -9� 18+00 17+00 PLAN 16+00 15+00 14+00 13+00 12+00 10+00 11+00 9 1 40 0 �z TABLE OF 1 AYPRAU L.1 C E L� MEENTS � 0 40 80 120 160 I 'p�,9 a? 1 LIN E STA- To c_--T • Q loo A l2-+• - 12+Com 211 . 3 .0166 0.0115 0.013 p1pE$� 13.2 ►_-,4 N v ' A l2-}74- 1�t V0 I-OG O 0.00600-01100.0%%5 ?l<Zl~g . 1'1-• J� fit' 0 1 6GA IS+7o- 1G-rg2 <}-bS 000 0. 010_d PR�� S•o� q2 c� h RIDGELINE PLACE .5 7. A 1a+42- l6 t 11 35 G o•Goe o.cx�t� 0.013 tIgE 3.�o qfi � N 75, 75, SEE roN 25 p• 1�-t'l5- 21 +50 31.1 o.ov� oar��v•o13 p ros 3.x-3 42' W I I I LJ /'51 5.46 Co. CL � - I I 6.0 EASEMENT /5' S.B. CQ� 33 �1 PEEP oyASE STORM D'PA/N � W 1 EASEMENT 40-k � A 1 `� 0 ! N �➢ 4Z Re I i 0 „ SEE SHEET 25 ! N I C Q /! SEE SH T- 2 1 O O 2° 27 I SEE PRO iyLE' on!sHT.2/ N I 1� ►e c.t? 1�.T>=1Ic� O '�. I+-46.34 37.41 _ _ I PLUG END W/BR/CK MORTA A _ A 1+10.00 27 LATERAL A-7 B \v \ o LP. • SE PROF/L E /IERE N46;,18; I3'w I., ~ N 1sM N 3x5'1 ��w ac N 89'4 f'4l"� a''r"' L I'VE 34 -- - -ap- ;•:�-�r1"4 �a SEE PRO % 3 8 `� q 10 - v SUMMIT ��a AVENUE (2 dr >h STREET) n J � 09 -!/T 6!"SC Ill I IR f�/r'��"sem ��.ovs By • Q AG 1 �.� 5 ';9 1NT- ,, F.iY/LS. D.4TE0 /S-� /v1H• t �? t6 o� /R + l3- G �� �ylo l�t�{,7.,gyp > +�G1 z L1 ,A, (OWG. 410 Zfe4-O) /2fi 7/ oj0 = 10+00.00 LATA 7'• STORM 0RAlW C.ONgTKL)0n0W N 012- I 1 rOo• L1t1E` rd 31 l 30 � NTE IZeECTION 13 t02.96 UPPER 5UMM IT 22 CONSTRUCT 54" R.C.P ( D-LOAD PER PROFILE ) 10+00.00 •'A"5TREET 24 CONSTRUCT 42" R.C.P. ( D- LOAD PER PROFILE ) J. 5. pATA 5TOWm DRA114 CUKVE DATA 2to CONSTRUCT 24" R.C.P. D - LOAD PER PROFILE ) �` �1 '�2 �- G 0 �Lrq RAO/U5 LENGTH TANGENT 27 CONSTRUCT 18 " R.C.P. ( D- LOAD PER PROFILE ) � 4.z yq- 4g _ �4 112 r A ' �� �'� I sem• 2 4�• 481 4b" � '7•(v 3•� 3 -7' --7S; 2.14 0 340 54'0-3 " 45. 00' 27. 41 ' 14. /5 ' CONSTRUCT JUNCTION STRUCTURE " A" PER O NC E 1)�t.1_ �Tp.T1o1.11 ICef:J_ ,5 To RECOMMENDED FOR APPROVAL CRCC STD. DWG. NO 508. �T�M t att�l uw�F�s WILLOAN ASSOCIATES Gl�iVS'T'P//CT B'P'C''C,4rt/D iY�PTAP PL!/6 CJ OTHEIeW��� 1Nb�GA�D• O CONSTRUCT MANHOLE ��A01 PER CRCC STD. DWG. NO. 510. ,oE,P 5►,y7- 28 A 2 �� �� 2) SEE SNT/(o FOR ST'PEET /MP�P01/EMENTS. R.C. • . 9¢9 DATE 31 CONSTRUCT MANHOLE B PER CRCC STD. DWG. NO. 511. 32 CONSTRUCT CATCH BASIN NO. I PER CRCC STD. DWG. QROFESS/pNq� EXP /a; /9/ N0. 502. 11750Sterltn Avenue, Suite FIELD BOOK REF. COUNTY OF SAN BERNARDINO T W. O. NO. 33 CONSTRUCT CATCH BAS IN NO. 3 PER CRCC STD. DWG. y� v� 41138 9 �� IMSC E Riverside, California 9250,3 -- ROAD DEPARTMENTSTORM DRAIN IMPROVEMENTS NO 504 . �+ '� (714)•354-0161 P SiE / 771AU-1 ROAD NO. W R' IK 11 DESIGNED BY DRAWN By C1IECKEL BY 3_ APPROVED 8Y TRACT 13565 O34 CONSTRUCT CONCRETE COLLAR PER DETAIL'IA�� ON SHEET 21 . * �•� � � • � �� ����*��°: - _ Or . FILE NO tf `' SUBMITTED BV�.a.�?- - - C D E -.. -- -- -- ! 101" CI v1� \ - - - - RECOMMFNpED%APPROVED aY ASST. COUNT FNGR.-ROADS Dt OF C Al\E Civil Engineers laical Surveyors ---- _-- SUMMIT AVEN U E SHEE? of MARK REVISIONS APPR DATE ASST ROAD COMMISSIo ER-ENGR. DATE COUNTY ENGINEER DA STA. 21 +50.00 TO STA. 12 + 00.00 2.3 28 °M DRAIN NOTES - . 1 , 210603 225 19-Feb-88 s2a PM / 2106.0101-1 _ _..... _ _ ----- __-- _- ___r- ___ . _ __.. __ __ _ -__ ___ _ _ ___ .-- _ _ ___ _ _ __ .-__ . _.-_-- _ _....-- _ __. _ _ _ _.____ ._ ___._ _ __ _ i d : AM rE' N : cill- OVPR �TORk! ORA a 1540--- _ _ ___ _- _ -_ _ _ �,� � _ _ _ __ _ _ ______ � _ �, __ _ __-- � _ _ _ ��. _ _ � _ _ _ _ _ _ _ _ _ _ _ � _ i540k- O�'c�"AE* P/PF' ° L9 GJ' PEAP S'EMIFAP RZ,4A/ . . a 0 o4. g IXI Q « t. At/Cg6EA' f6W r REAS 1 ey" K.C.P. &00 _ o a3 153E I 1 1530 , o O Z r . . r l I h a 0 0 + � : r4 _ M } 71 . . ....._ __ ._ _____ __ _�____�_ _ __ _ _ _ --_-___ _ _ _ _ _ _ _ _ _ _ _ _ _ __ - -_ __ __ ____ _ ___ _ ___ _ _ _ ___ -_ �_ �_ ____ _-___ _ _ _ __ _ --__ __ ____ ___ _ __ __ __ _ + Y 20-- 1 I 1 5 . r N -n , C 17 t • _ r r f 1 2C, ) r � . . . . . . LINE A f d, , r to � + .• ._.. _. .. .- ♦ _ _ _ _ .. _.. �.- , �- _ ROFILE HO RIZ I"= 40 M � 1 I r 5 VERT. 1 = 4 _ -�pp 2*0D 27+00 PLAN 26+00 5T. ST4 +o��o 25+002 24+00 23+00 22+00 I - 40' v-&. 70 o ao so 120 Iso _ � 0000, ���p , �• PQ° lA 06 Z 5z G� Q� i ��'�' ��• �� �•- Ion' �p TAe>LF— OF HYORAU L.I C E L E MF_N_r'a �A Q LIWO E gTA• TO STp.. Q S S Y{ C7n �/ L7p.. C g.IVO. l3 S`S' ,. loo c{•c, o 4 Z A 21150 -21 +8� 31.1 0,000. 0 0.000 0.01 rKfhg �rZ� A, e SEE S H T. 18 10 � 1 0 x 5r v rA_ /4, 70 32 W � � A Z1+�4- 25105 '�0.2 .O 100 •OIO 0.01'5 1�12E� G.t�3 �, � e ' A 25110 -2G r�3 �o.� o.os000.00� ol'� o. 8� x•43 2s ` QC 0 / ` I 26t5i / P. 26th-27 x33 11.5 0.0400 0.0120 .013 p eev,5 G•21 le DRA►NA 0 // 15Q.D.G. DRAIrIACaE O L-r L INfrE - O SL LZ,04Z,04,41 "A 1 " I ,Z "A�3T42!i 002 00 POE E7MON oF zJoiN B A/,O sN1 7)V/5 SHEET STA 39•lot 9�. 33 LA1�RP.L 'A ' Q EXi9T. f/etAc �1 I ENC�6EMEtJ r PCl�J� 7 _ / 2 3 7 _ 5 � - � —6 �wGR Pt�•n+s s - SUMMIT AVE. �? v I IN a (24 STREET) 0 s ►: FUT. solo".S V.. .BY W 0 ��,r40~ 0AP.4/N ,ASI F1�1..� O.91F.0 /S-� MN��• o�G � Z�Q ,o�c-,p v^f�EE'T 28 � Iv1�, 8D ��fYcS•� /.�� J � 1 61TRA4 DRQ/N CONSTRUCT/ON NOTES' 24 CONSTRUCT 42 R.C.P. ( D -LOAD PER PLAN ) ,SS�Nq - (9 CONSTRUCT 24 R.C.P. ( D - LOAD PER PLAN ) STORM- tDRAIW CUPZ\,/E tDATA O DEL Tq .440/US LEA16rq T,QAUGENT 27 CONSTRUCT 18 R.C.P. ( D - LOAD PER PLAN ) �.�I 141.�jfI �' ¢ No. 3FC52 (9 CONSTRUCT MANHOLE "A" PER CRCC STD. DWG. NO. 510. O cxp 5.309 ; CC R 32 CONSTRUCT CATCH BASIN NO. I PER CRCC STD. DWG. NO. 502. O N�CE.I� �.LI. STATIONIlJGI 1LE�EICS TU RECOMMNDED FOR APPROVAL � ,��� ��a` STOKM t�Met.{N UNLESS 45THF KW1gB NILLDAN ASSOCIATES O CONSTRUCT CATCH BASIN NO. 3 PER CRCC STD . DWG. NG. 504. �'�4 Jf OA`�`�� 2) T. _ 2 Z SEE SH15 FOR STREET IMPROVEMENTS 88 28949 D 7 ATE � 3� INSTALL BRr'JOKS �X ND. 2l}ZQ• W/TRnFFIG f;RATL` • • ?°} GONSTRuGT JUNCTION STRUGTuRE NO. 4 F'ER L..�..G.F.G.fl. Q(�OF ESS/�N�! �� EXP �a/3��9/ Q 5TD. DWG. No. 2 - D115. ��� \S��E Sr4 . Fye . . 11750.SterltnkAvenue, Suites FIELD BOOK REF- COUNTY OF SAN BERNARDINC STORM DRAIN IMPROVEMENTS W. o. No. Cover /B ,eco (P-40.4p lei pZ d Al) y 41138 � !�C01E Rivc",tde, CaN/brnta 9250,3 A00/T/pn/_-off 8Z,90,e6 9PX_ � ROAD D E P A R Pvti E r!i — — - —- - (714)354-0161 App/�LD��� _� .2G® M.� 4 Pw45H / TNS/ ¢ ROAD NO. ® CD/�lwner M.N. 'A aex cecc srv. 5/v 01//ALy,41w,0,4 W �" " � Y�w � � IL9� 5 -- DESIG JED BY DRAWN BY -NECKED BY APPROVED BY r GDU'4/OA,2Y GQATE. A -/200. 'TO BE 1/ANLIEL ?RGt�i'ED 3� T R A C T 1 N �rU87MITTE- FILE NO (BDl,TED DOWN) /N ,2 PI-ACES BY D E fl CIV,` — _ - p� � RECOMMENDED'APPR VED BY ASST. COUNT 'hGR.-RGADS DATE SU M ' 4 I T AVENUE qlF OF CAI� Civil F.nkzneers • Land Sumeworc -- - �- _ 4•Z� ,gD � S"F ET MARK REVISION: APPA DATE ASST. ROAD ?M;n!SSIONER ENGR. DATE C'.,• 1 ,INFER DATE 24 28 c " - - - - f•.,f.`« _. _ _., .,'— G �_ GGJ _ 9 ..- .G2[L. 2106"17101-1- i --- , . . . o - . : . - -__..-_— 7 15C _ . . IT UN EX S tNG GROUND OVER PIPE _ _- - - __ _ �, � t �' g3 0:095 � t. a It . .. .. . o E ST O _ . OV /R RM R.A//V . F. n �� 7 Sj { N t 1 MI t _ �.9 o _ - �r 3 y36 '14 . . O }530— lu 0 . . . . . ; + - - �9 C ti�oo n �. _ - - - - _ N s , • to1•.I T1�UGT 484,03 L 14 d T /tib �'�' J a p PROFILE a � , f ; O N . :C. .0�5 r . ,n RI2. II = 401 LIN F . . . . .N >s cp VERT1 4 : ' crZ - - -. . _ _ - _........... ._ I 0�'`' � 2+00 + 10 3+00 4+00 5+00 PLAN 6+00 7+00 8+00 9+00 N ^ 1" = 40' _ a ° 5� gTOt�l�l rJMQA1N C:ON5T1eI�JGTION WC7Ma) N+ s g5' 2 rJ ' 24 CONSTRUCT 4211 R.C. P. ( D- LOAD PER PROFILE ) O 1w 'IcQ 2 pIVST, &4. l.F �,r -" 2" RC..P. C�Soo-O � � C�N 27 CONSTRUCT 1811 R.C.P. ( D- LOAD PER PROFILE ) S4c 4 cl CONSTRUCT MANHOLE A PER CRCC STD. DWG. NO. 510. kL 4 E j 15�`�' 33 CONSTRUCT CATCH BASIN NO. 3 PER CRCC STD. W �3 1h o SE O DWG. NO. 504. /� y � ` 11 M 8 / O � CONSTRUCT CONCRETE COLLAR PER DETAIL A � p _ 40 80 120 160 ON SHEET 21 , AND ORANGE CO. STD. 1317. N�� 32 CONSTRUCT CATCH BASIN NO. 2 PER CRCC STD. DWG. GS R I % - .� N N0. 502- k 02_k ti N NE t 34. 30 T . . 00 k 1� 14.2 r�� /` x `V Jay .9 w /n/T MN NO. 5 � O f`?3.400 L/n/E '45 J 0 /5 f a/-7t L/AVE if ' � _ �1`c,6 111 41 27 \ � ,q.f x.80 ST. �f' ♦ V / 4 i Eti R 2'1 i fir„ to- ry �� Q �� 0 J �m h � - .b� 'C • � Cn �3 - � CO oz ,wk-,N � G� -`1NGS LANE J3 S 01V P �I STORM 0F;,ACN GUI�V� VATA � w RIDGELINE PLACE ' � ' II ' O OEL TA RAS/US L ENGTf/ TgNGE�NT A 35� �3 2� 4} 0 00' 0 25& f33' 132 - RDADIA WAy ,�, �,� NoTE'-I�p.LL gT�,T10N14Ya ���>GK� Tn RECOMMENDED FOR APPROVAL: 4� 00 W '� I q' S�1'OK1..I �}e�. �� og WILLDAN ASSOCIATES TAL3LE OF ASI XORAUI l G ELEIVENT5 ` reSW7-11 O OTNEK"J1�E ,1-`!JicA�rc t�_ /� Z)SEE SHT. 3 FOR STREET IMPROVEMENTS o��C s•+• 9 t7.�� L/NF_ STA TO STA Q 100 f5 Sp Sf h Dh V DA v R.G.E. 2d 9 ATE D / f 00 - /* 5ro 16q. 5 0-0/00 0.025/ •0/3 PleESS /Co. 58 42" /t ro0- �o* 5,� /48. 9 I : 0155 -02/4 40/3 PRESS /5 •4d 42 �10f ESSI®N EXP 3 3 9/ 8 rSe- C7 Co /4/• 40 75 D.O/9�o 40/3 . /. 77 /4.Glo 424, O� \E L• ST �1 11750,Sterl�n� __ FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. B o.oa� � S q'99 yC ' �� ' Rit�rside, Galifor►tia9250; - - — ROAD DEPARTMENT STORM DR/41N IMPROVEMENTS — 411 " I L�^� f4 a (714)354-OIGI — - - �// ROAD NO. �,I -- — DESIGNED BY DRAWN BY CHECKED BY APPROVED BY cog _ ,_� ' —_ �— _ _ _ __ _ TRACT 13565 gyp FILE N(- - � �f � _ -- --- BMITTED BY - - cIv - ` ° E --- RIDGELINE PLACE SHEET of RECOMMENDED/APPR VED RY ASST. COUNTS ENGR.•ROADS DATE T �® Ci:i. Engineers • Land Surveyors -- OF CA \'V - - - - - �,•Z�- tt ;..I.� O� �0 Tn 8Tb^�. ��00. 00 25 28 MARK. REVISIONS APPR DATE ASST ROAD COMMISSION R ENGR DATE COUNTY ENGINEER DATE J o q , 580 i 1 r `y } O _ _ e r / OO • .,✓ VER S`7" itW 0A4.d/N m _ `I+ ° , " 4 EXISTING GROUND _ , , f _OVER - _ P—PE ._......._ 1570- _.._ ._.....570 - _ - _ { ° { r v JR , 1 14C oil o� N - Q s i k _ � O , - , _ - . -- - _ - - 456th-r T - - - - _ , T. Y • : _ � Q , o �K ; , ° : • h z _— _ - - - , r(f 6 - - _ _ 3 • . (� 7 S: 405 -t , _ , _ m .75 CL ° c� o t PROFILE LINE N N a` 0 E �. HORIZ. 1"= 40' W I"= 4, ----- s- - - -- - .. ,__ ...__ _. : ....._ .__._ _ VERT. i 9+00 >v 10+00 I I+00 12+00 13+00 PLAN 14+00 15+00 16+00 17+00 18+00 Is � �► I - 40 , i o 40 80 120 160 �,�' TOKM C��Z_�_►IN C�OKOTRWT'ON NO 153 (— NST =moir� \ T1 A �� 0 24 CONSTRUCT 42 R.C.P. ( D-LOAD PER PROFILE) 1 FLJ A � r � 4 ANNANDALE LANEQ 25 CONSTRUCT 36 R.C.P. ( D-LOAD PER PROFILE ) d d1 W � � SEE SHT. 10 �I 27 CONSTRUCT 16" 'R.C.P. ( D-LOAD PER PROFILE ) O vL SAN DtMAS LAN � Na-1�s9 , � I 28 CONSTRUCT 30�� R.C.P. ( D-LOAD PER PROFILE ) SEE c,HT 9 G.STA j1�,6ga ' I I dJ G v, µo• 5 84.06 33 7 ► L►t`lE I I TP�1 30 CONSTRUCT MANHOLE A PER CRCC STD. DWG. N0. 510. PHA NG � y'\ � v = '►.OB O N �Q `� ' II I x" �� ' 33 CONSTRUCT CATCH BASIN NO. 3 PER CRCC STD. 13 1 I v O DRAWING N N0. 504. II �` D G I I E+90.01 �I I m 2Q O CONSTRUCT CONCRETE COLLAR PER DETAL "A� �I 11 1<3 I ON SHT. 21 AND ORANGE CO. STD. NO. 1317 �Ar 10+GO.0q lr CR 5 � � V �O bo�•95 33 L.^TES AL SNT Z� 18 8 14 27 94 —LATEICA!- per- . �► v r 27 -� - O i 17 PJ �� �� 1 `��..r r LATS:-KAL ' 0 ,� RoFI[E �� —c C I s -G y> SNE r f.2 •, LATERAL 1E G z5 27 '!. b 2'S'E 67 N 9�PROF/CE ON ShT ' I �'i G.�• NO. Co SEE I + v I5 07.47 ST. STA. G•f, No. 8 1 I X. 21' V= 7.07' 3341 24 21 i� - 3 11+'&Z 7_Z ST. STA. , ' D r. A- X = 2 �� v =6.10 I `V 2 I � ►�.N. a .11,4, °� RIDGELINE PLACE � I 1 MVA ,�, E L lcit e;, V N3`° I I , 3o A141 -- �� 1, AT. ISta�.�� PC.r— I � � � ET E SHE SAN prr�AA 5OF 20 � 11.47• - Pc•c SEE 8+-50.22 ST. 5TA sm V =E. , `�i 1.A 1�AL_ VA Z A. SEE PROF/LE ON SNT.2/ 9 30 ✓TOI�M C�l:ZAIN GUI�ZVE t�ATA 2-7, Z-G O GIEG TA Rs 1:71&5 LENGTH TANGENT Q 0A O' 1 S '�'v 1"6>-o � e> Com iF-•34 �J+ ZO-�O STOK 1•4 gT/►.• 6 G ® � 22 Sb` t b�X�•QD 1 15S•10 - C I•loT�••I)ALL 5TA'�oN t NG, I��FE1e,5 Z'o 1o'2b �L�!` Itp�•00 �45.4Co 1`13.21 '•�ToI�M pt�A�N UNL.E.Sg OTKEKW\gE oO G - �,. 1��•00 21�v. oA lob• 1 O 2) SEE SHT, 4 FOR STREET IMPROYEMENTS RECOMMENDED FOR APPROVAL � O ILLDAN ASSOCIATES TALE U� PY�AUL-1 G E 1_ E ME NT O .yam z R .C. E. 9 9 T LINE STA TO gTp. Q 1�c� �o S•� n r-) v ��• too - �t2t� 141'0 0.00-150 •OI G '013 PRESS I4•GG 4� '., EXP 3/ 9 W, 0. NO. �J+ 33-12137 113.4 0.0050 n•ol'L'1 O1'� 1vKC� 11.7 42' ��� t STq�I�r� FIELD BOOK REF. COUNTY OF SAN BERNARDINO STORM DRAIN IMPROVEMENTS f� 12+sy2-15-r8� 83.E o.o�L�{- o15+b al PRE58 11 -&-T 3G� �` �` 9 -, 11750 Sterling Avenue, Suite I s .� o �5 013 1.Go ti .G�' �� I�� �� 41138 SC®E Riverside, Culifbi-nia 925(6 - - ROAD DEPARTMENT " P� 1St &7 ib+ ? ' 1 (714)354-0161 _ PAUSE / 77/R.L/ ROAD NO. IES�NED 8Y DRAWN BY CHECKED BY APPROVED BY TRACT 13565 i �` w EXP. - -- - --- riLE NO,iBMITTED BY'�tq C D.E. /35:;�-D - RIDGELINE PLACE �r CIV1�- � - _-- — __ - _ - ASST. COUNTY ENGR ROr_ DATE •4l o� - - — �ECC.MMENDED APP ,ED BY SHEET of Foy ea`�E (.�>>i<6ngi>•eeers . Lu,ulsurY�eyors - - -- - -- i'�? j 5.2�-a� -- — _— STA. 9+00.00 TO STA. 18+00.00 26 28 MARKREVISIONS A.PP? DATE ASST ROAD COMMISSIONE; ENGR DATE COUNTY ENGINEER DATE STORM DRAIN NOTES - 26 [0. 1063PFs 210603 226 19-Feb-88 02:02 PM / 2106.0101-1 95- - EXISTING GROUND C�/E1� �3TD1eM t'>leA1N OVER PIPE : a � � _ - _._ — 159 : 4 m� s=o.380s i _ _ + t • r + _ a , o• n. a >s � r t 1. - _ 1580— _ - - - - } —1580 _ L• - _ _ _ _ _. _ _ _ _ m • t V : , _ - - ' 5 �, �3 a' r a 157E} Q r a f 5 Q O,J -x•{-2.1 11 I4 G + cola .__ Z 1-7�c> p) ? 0 r r : a - - - - - - cn (� Q 9S cow . 1 a PROFILE I zp - W - _. INS - HORIZ 1" 40 VERT. I"= 4' : , - �_ – -- - - –- _ _..__� - __ __— __ _ _......._._. _.. _ ._ 18+00 19+00 20+00 21+00 22+00 PLAN 23+00 24+00 Lo 1 = 40 U M o 40 eo Igo Iso G+TO�M pl�Ali�l C01�1�3TI�UCTIOt�i NOTES Z GL ENDORA DRIVE „ 2l� CONSTRUCT 24 R.C.P. ( D-LOAD PER PROFILE ) SEE SHT. 12 0 c CONSTRUCT IBR.C.P. ( D-LOAD PER PROFILE ) y O CONSTRUCT 30" R.C.P. ( D-LOAD PER PROFILE ) 4 7 P H A- � r S �� ° O CONSTRUCT MANHOLE A PER CRCC STD. DWG. NO. 510. t el r f 33 CONSTRUCT CATCH BASIN NO. 3 PER CRCC STD. DWG. NO. 504. NC S x 1 , v_6 •� 2�. `�_ �/4 3 34 CONSTRUCT CONCRETE COLLAR PER DETAIL „A„ ON SHT ZI � pREMO OZ 9� Q \ + 34 , ( 20+ 89.94 L gyp, y. .S<C` I �� I � I �� ro� F O 8 S o 27 ... r2' N Q cp N V % SEE PRa / E 27 1 _ t�� -(1r �•� oN SNT 2� , Zo `r a .r ' • 2g _? 2 � l�� - • \ 27 �' 2 20 t 75.�D PGG 2/O 7J PL�� PHASING � LINE _r o /gx� RIDGELINE PLACE U \ r� 5T0�2M DRAT 4 CURVE VATA 30 ` O oel-TA ,?A0/U5 LENGTH T,4n/GENT ® 3°15q 16' 1 ago.ool 117 821 S 8.�3' 0 QQ� X 0 9 'y � 38100.oo 12�•� G 3- 1 mil � �t O y7' S3° 1 �•oo' 1. I� 1 1' �/ �•-� 5�off" GGO.00 /jyj/J. . G8 12'J• �� 22.� . 6v0' ¢1. 77 ,0��. co Q t-ioT�: I)P.L-1, gT�•-rtol-ill-��, �E��1cg Ta RECOMMENDED FOR APPROVAL: STOKM t�1eA�t-1 UNL>F�s o'CNE.�2vJ\�� W1 D ASSOCIATES C I w 121 G &11 Cl - z�. 9 t � 2) SEE SNT. 5 FOR STREET IMPROVEMENTS R• C.E. 2 9 DATE TA5L E OF 14YAPK AUL/C ELEMENTS J_ A/W STA . TO STA G2 5 �`�S h D V PA. Q�O�ESS/O � EXP .3/3//9/ io0cf5 O f h O \E L. ST FIELD BOOK RE-F. COUNTY OF SAN BERNARDINO W. O. NO. 115 '� 1175t, Sterling Avenue, Suite I STORM DRAIN IMPROVEMENTS /a*cC - /q t/� 57. 3 . 0356 O/95 0/3 /. �o //. �7 30 �, �� F SCti IE R4.• - ae. C.'a1{/orniu 9250.; - - - - RG.A D DEPARTMENT O /9�2/ - 20*42 49 . 5 0304 0*717 •O/3 PRESs /5 • 7.5 24` y � �' 714 3S c-0161 % - / �f ,w, ro, " .*AM J• — -- -- -- -�QI�aE� Ti�,�.�!/� ROAD NO. ' t+.+ I�iM► '. DESIGNED BY DRAWN By CHECKED BY ` B /9147- 23 '(09 20. 5 ood2 O/3 pR�55 �. 'S2 24''' APPROVED BY r o.�SOs a 3.3� � 1 __ _ _ � T PACT 13565 _- ___ - UBMITT'-U 9Y R//S C.D E l cIv\\- " c - — - - - -- --- - RIDGELINE PLACE f 35� , ASS- . COUNTY ENGR-ROAD' RSCOMMENDED'APPK,.v�D BY------- Y qlf OF CAL\�C�� Civil Li..-ir►eers • Land Sumeyors - - - --_.-------- -- --- - -- 9-�1 . !r SHEET of i — _ STA. 18 + 00.00 TO STA. 24 + 6 7.9 4 27 28 MARKT REVIS'0 •� :,0� ` uATE As_ --- -- - - - ° • ADC .MMISjIGNE -ENC`t '�4TE CO.i .�. ��=INFER �' � ww" ON % A !i R 0 9 / EAST FILE CORP. IRVINE CA EFH 36 STORM D,P•41)V /MP 44?. 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Z$949 AT A /Bfb3,33 m /9"/0.00 4.3./ 0.0/52 0.00�l2 a o%3 /.I%* //.77 36" O X00� 37'/2'' 440.64 4<pS-33� 257.22' OF C A y� A /9f/o,oo r0 /9+063.'72 43,/ O, 027/ ,00042 0.013 1131 /4.&O I'.Ir" EXP. �31/91 4 /91063.72,-.04"44Y 00 /7.0 0,02 /0 o.0oxo 0..O/3 0,A20 //•34 2¢" 11750 Sterling Avenue, Suite I FIELD BOOK REF. COUNTY OF SAN BERNARDINO STORM DRAIN IMPROVEMENT PLANS W. O. NO. „ FUSCOE Riverside, California 92503 A 22t4A00m25r/3.CIo /7.0 OOff� a0o� 00/3 � � /z•Sz (714)354-0161 ROAD DEPARTMENT L4T. i4 3• /�O/.7/ TO /fOB 39 20.7 O, OB/O .0 a0949 O.O/3 PRESS G,59 2¢" ° 7 DESIGNED BY DRAWN BY CHECKED BY ROAD NO. APPROVED BY T. .%J_0s ,1'0754 Tb 1,40040 26 , QOf9Z 0.0,33 O•oi3 0.97 n29 24" a - - � . mN TRACT 13565 ,� �J FILE NO LAT. 4-5' /1'0/,/2 r0 /1'3/.79 /0.7 0.020/ 0.0/0¢ O,0/3 0.94 9.17 /d'' ORTUBMI77ED BY I tooP_ _ C.D.E. / 7>• 5�rp RECOMMENDED APPROVED BY ASST. COUNTY ENGR.-ROADS DATE LAT."i-&" /•GtO.c� 7U /j//.39 C0.3 0.07/8 0.0036 0.0/3 0. 57 /0.25 /d./ Civil Engineers • Land Surveyors SHEET of - __ 4p_j�) �z.Zz .aQ - 22 24 MARK REVISIONS APPR DATE ASST, ROAD COMMISSIONER ENGR. DATE I COUNTY ENGINEER DATE L . ? ,,C-' 01C. ,41,-57- _� . . - . p : { . i ; : 1 . , _ , ._ __ > _ __ _ .. - --_ -_ _11.11 _ ... _ ____ _ " _.. - - ._._. - - ; - - - - - _ - , } . } !N/ H O . RF.�C . . 5 r SU E } + f _ .._ 1111- -. __ > > _ _ __ __ ._ ._ r � _ - - - : = ;. _. ___.. .. _ __ _ 1111_ _---- - ----__-_ - .__. _ + _ __. . _ __ _.__ .__ _111.1. _1111 __._.. . -_.. _ .__ . _ _ �. 0VE�Q .STORM ORA/N : . : ♦ ' . - . . . _._. 1111. .__ +. _ •...... 1111 -._ _.. _. 111_1 i 1111... _. _. ...._. ._ 1111... .. 1111. .. ...1111.• .._.... 111_1_._ _.. _. _ _.._ - 1111 .........«... ....._.... ._.. _. 1111 _. .____ _.-._ .._...... 11_11 ..-_._ ..._. ..__... _ ..... ... 11.....11... _ _. .._1111... .......... _ .__. _... __. .. - _ : • e _ __ • .._. q... ........« • , • _ .. -.__. ..... 1111. ........_. «...........- _.__ ... -1111._. - -_-_.._ -- •-_1111. ............. ..........._ 1111..1111._ _. -.1111 ._._ __ _.-- .. , . r t. « . 1111. p. 3+.... 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' 1111.._.-._._ ._._.. _ 111.1._.._.. -1111 _. __.__.- _._-___.._+_ --_. .. ........ _ .. 1 .1.1..1.... _.. 1111 -.... a-... _._ , ...__. ........... ..1111 ._........ 1111..1111. 1111-_..._ 11_11_. __. . 3 - e - ° ._ _ _ , . _. .. _......... _- -.__.__--_ 1111. _ • • _ _ _ .-.. t..... 1111.-... _. 1_111 ----__. _.--...• ; I • , , , . _ } • . . I . . n f ° 1. _ p , i - . , «..-.. _.__... _. ......r - ....•..... ._.............. ...... - . ._.-_._ .. _.. ..._1_111 111_1.. 1111...... -_........ 11_11 .- _1111 1111. .......-1111. 1111...1111 1111..-. _.___ _. _ s • • s _ _ - _ • . I _ - _ -. .. 111 _ _ __.._ • 1111... 1111... .. �_ _ .. -..__. _._... 1111._.. ... ....__...._..._ ..- __-__..- 1111...1111 ......... 1111..-1111 ... 1_111... 1111. - -__- --_-_- �� , t � T.. - _ - ° __ •__ 1111. 1111.. ... ............. 1111.-._ 1111..-. . - .__- 1111 « _1__111 ...--__ ......._. ........... ._........ ....... _ ........... _...11_11 ... . - s tt t i - , , r . . i --{� . , , . // S . - - - - _ _ _ __ _ _ .. .- . • _. ,. ._ .. 1111. • • Y_ ° {. , . 1111 H C�L ` - - _ _1111 `NG GRdU = _ - - - - - - - - �h . , , , . . v . 1111. _ �.. _ X/ , � S rt�3 ......._ ....•. . ...... . ___ . . .-_1 -___ . _ _ _ _ . :- _ : _ - _. .__ _. - OWE , Ori f'/P - _,- _ _ _ _- _ '5 4 O3 6t v _ - - . _ I _._. _ _ _ _ . - .---_. ..._ _' - - _ //� . . . . . '� - . . - __._.. . . . _.... . _ _ _« _ ._ _ ._ __ . r ' i i ; ��� _ . - - - - - - _ . _ _ -_ _ __ ___. . a/l - - _ _ _.__ . _ . i . . - i . b } . , - . T .__1111_ __._ __.... _.. _11 ' • _111 _1-.1,.1 1 . .. . _.. . ._ _..... ._._._.._.... .. ..... .. ... . _ _ 1111. _ , + //// _ _ __ _ = - _1111 _ .._.T. -- - o � ,p. . o . . , . , . :_ t , Q' a 'z O - - . . . 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'/ ° Y . �.... T- , _ •- _ _. _ __ -- ._........_.. .___. _._-_____-_ �-_T._. y._. -_-..-•__ ____.. ___ -1111 ... ._. __- �.___.- _ _.____ 1_11__1.. ._ ..__'_ __1_111.1111. n r N ►` , : ; . Q N r 1 /// ................ _ .._. ._ .._ _1_11.1 _. _ _ ._.........._ ......._.. 1111 1111 ... __-___ __--'-__.._ .__ __ _. ._ --_.. _-_. _ _.- -_.__._. ._............. _1111_._.. ..___. __-. -___ 1111 .._. ........... ..........1111 1111 ........... .__.._ -- _. I {- -T : :.- : ... _ :. _ _ : , _ . __.__ __ .. ................_...... 11__1__1 _.__ -.. _1111 _ ._. _.-._.____ _-. ____ _� _ ____. ._ ......._.... _.__ ___..._ ___.. ._ _ _ -. _._ -__. . } \ i - j , 3 - - .... \ >_.. ._ ..._1111. ... 1111... ... ._._..__. -_._._. ..._ ..-•-__- - _. _.__ ___ \ . . L . > , , , O .- _. .. -----`- -«- _ _. ..1111_ -•- _'-. ._ �., .._. -; _'... ... : 14' N - - \ _-- « _ __:.... _.._ _.: _ -- -- -- ---- - - - . V�.. - « __._ _ _.......... I } : ij_ i _ - - _ _ _ _ 1111._.. _ .._ -�-- , - __.. _111.1 . `� N �. , .. '5 �- .A/ - _ 1111. 1111 __ ---- - - _. . .._.......___ - _.. . - ! : , r L __ ___ - .. _._-. __'_-- - ..._............. ..._...._...._ _.____ _. --_. - __.� .--- ---__ 1__1 .... ........... 11_1.1__ --__. - i t ' _ } 1 . _ _ _... ....... ...__.. _ ___.. _ •, - _.._ __1111_. _... _ =...- _ �. ° 1 _ - - - _ _.__ . _ _ - - - . . . �` �: . . r t /. v ro / 3.3 'i1 0 _ _._ _. 1111 i._.._.. 1111 .._. _1111 . ..........._ 1111.. _ . . _ ._.._...._.. - -._ d 1111.. .. : -__.._. ___........._:. 1__- _-•._.___�-_. u}- . ,. � ►� _ � __ ...___ ._ _1.111. _ _____�_ __« �__ : : _. _1111.- - _ _ _ __ _ _ _1111. __ _ __. r 69 ,PC, , fi : : . r ,EX 34.23L.F CONTrAW7.85 8 1.F. - -. : '� { . I ; , ------- .-...._ ! _ _ -- h _ F51 R.C.P. e - . F - . : } . 5 h o . \ 6 ^ tf . __ _ _ - - - - -- - - . __ ... -- - - - - - L • , . fZf�f#P _ . _ _ h _ _ - - -- _.__ _ _ _1111. _ ___ -- _- _ ___ _ _____ ______. . - , - - - - . f 1^ W t `l $} i r i 1 _ , __. - - - - - - - - - - - _ _ _ : _ - _ _ _ - _---111_1... _._.___ __ _.-._ 11.1.1. 11_11. :. 1111.. _111.1 _ _-- -- _ __ - _ . _ - ___1.111. _.__ . . .._.. .___. , _.. - _ - - - - ,. _.. : \ �. : � � : :. : 1111.__:. � ___ ---- - -_-_ - ___.._ 1111.. - - - -__ _ __....... .. _. __ ___. _. : : j . . , . a : - �_ : $ESE l='Lsf/V iV SH �7- 2; - - _ . ocj \ . -- - - { - . _ _ a 4 E . , . . _ _ _..._ , p _ _ - - - - - _ � _ _ _.. . ___ : _ _ _ _. _. . _�. .. __ _ _.. _---- _.._ _. __. __ .. _ .. _ _ __ -_ ___..._ _ _111_1.. _1111.. _ _... _ .. __ _ _ _._ .. _ . _ . , . , . - i . , , . , > . . t �. W f t E ---- -- - ---- - __ -- : _ _. _._ . .__ _- _- __ _ r . �° i P _ _ _ _ _ r _ _ -- _-- ---1111._ _ _. �____�� __ _ _ _ _ _ �_ _. .__. _ - __ _ _ ___ _ _ _ a . . . , : � i r _ « . - :,- - _ _ « - - -- �_ _ _ _.__ ___. -- __ - - - Y « . i . 3, )F. --- r<X.34.23t-F. CONST�PGC''T" 9'4. � __ ,... _ _ - _ _ « . _ - - _1111.. __. __ - . _... _ _ e 8„R . r . e , - . . . E M t CP / .P ------- _-.._ ...._._ .._ -_�_ - -- ..._... . . _ 8 C ? _ --- -- - - -- - - - - _. . . _... _. ___.. ___ _ ._ _ _ _.. . _... _1111 .___ ___ _ `` u pf1�11 _ _ _ _ _ _ ___ 1111 _ ..._ T�� �i �T -•-- -•- _ « _ « r .._ ........ _ �. _� � __..-_ _.._. 1111.. ............. 1111.._. .........._. GVLIV.- _-_. _____... -i �-_. > .. . , N R E � i B _ - _ _ _ -- - ' i 1.. _.- _ 11_11... - - - - - - - - -- .� _ _ _ _.. ______. _ ___ % -. . . . . . . - . : . N 1 - . . } > , r . > , _ , ___ - - _ _ _._ _ _ . _ ._ _. _. �_.__ __. -_. �_.____ _ _ _ - _ _ ..._ _ . �_ _ _ __ _ _ _ _ _. __-__ _ _ 1111.. __. -__ . 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