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HomeMy WebLinkAbout1715-D GENERAL NOTES t r V. r, CALTRANS GENERAL NOTES t P., I ALL, WCJQ,-' SHALL Bf DONE IN ACCORDANCE W111H IK- St PLANS, T�A C11- rij; RAW,110 CLICAMONGA STANDARDS AND THF STANDARP GPFC--�� ICAT IOPL-4�_. r*,-lil PUBLIC WORKS CONSTRUCTION CURRFNT ED171f_W IN-utuJOING ITS ANNtUAL jK� j ENCROACHMENT PER0,1T OR NFAR THE STATE RTGHT�OF--WAY­_ Pr;;-'W IS REGUIRED BEFOFT ANY WORK MAY BEGIN J, F, 4r,, W­ SLTT'lL_FMPN7S Off AKY-NTIMEN-S. CIC-INTPACT0.1 N r Att WOW— W7TlHlN THr. SIATE RI(44T-Or-WAY SHALL CONFfORM TO T�� LAI IT 2 ALL, PIPUL INES OR SUBSTRUCTURES OF ANY KIN[), LIAFP��' ! OR POWE 'vi SIAIL. SlANIBARD PLANS & SPECIFICATIONS OR AS DIRECTE[l POLE-5, WATER METERS, VALVES, FIRE HYDRANlc, EIC. SHOWN, 4 N1,T - BY T E , C I- Of TA7E 'S REPREST-NTAIlVE (STANDARDS OTHf.H THAN STATE.. SIANDARDS MUST SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMIT'-; OR IN ADJACENT AREAS WHERE IMTPROVEMENT WORK IS TO BE DOW1 _%IA AND JUSTIFIFD)� 34 ANY CONTRACTOR PERFORMR4C, WORK ON THIS PROFC7 SHALL FAMILIAR17F 3� NO EOUIPMENT OR MATERIALS MAY BE STORED ON THE RIGHT-OF-WAY, HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIEILE FOR ANY DAMAGE TO EXISTING FACILITIES RF-SULTING DIRECTLY OR INOTRUC'ILY 4. ALL DISTUMED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED FOR TROL ROF R FROM HIS OPERATIONS:-,, WHETHER OR NOT SUCH FACT9 TTI EMSION CON (HYD EFDING OR EGUIVALENT, OF AS DIRECTED BY THE -Y FOR MAINTAINING STA7E`S FFIPRESENTATIVE). THE, WSPONSIBIL-11 SOW R W EROSSION CONTROL WILL NOT' BE RELEASED UNTIL THE SEEDING IS WELL 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RAWHO CUC-AMONGA ESTARL.ISHED, THE CONTRACTOR WILL BE WSPONSTRLE FOR THE COSI OF PUBLIC WORKS ENGINFEFRING DEPARTMENT PRIM TO ANY ENCROACHIMEN1 OR FUTURt HIGHWAY 30 CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASFMFNl OR Ir _�,_- CALTRANS CLEANING ANY DRAINAGE STRUCTUWS/CHANNELS WHICH HAVE HILIHIIANP AVt BE-,comw a-UTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF:, OR CAUSE[) RIGHT-OF-WAY, BY, THE CONSTRUCTION PROJECT 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 18 5 17 6 5- ACCESS CONTROL. ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEM[_N.� N ­ POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION -AND A7 NOT MORf I_F �, THE WORK INSIDE THE STATE RIGHT-OF-WAY MUS7 BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES IK a 19 6. NO FREEWAY RAMP-S OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT 6. ALL SEWER. WATER. ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS. 16 7 1 rQ ANY TIME UNILESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT MAINS. OR CROSSINSiS SHALL BE CONSTRUCTED PRIOR TO PAVIN(117 VICTORIA SrRf" AN[VOR AS DIRECTED BY THE STATE S WPRE'SENTATIVE, 7- COMP, ACTION TESTS OF EMBANKMENT CONSTkCTIO14, TREW-H BACKFILL. PROJECT 7. ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT SITE COMPACTING ORIGINAL GRC0ND AND ALL SUB-GRADES SHALL BE PEPFORMED t icoRmH I INSIDE THE STATE RIGHT-OF-WAY SHALL. BE REPLACED WITH TYPE CL-6 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORI WITH 15 8 SANA40 20 FENCE AS SHOWN IN THE STATE*S STANDARD PLANS OR WITH A REINFORCED ------ CONCRETE BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL. AGENCY THFSF COMPACTION TESTS SHALL BE SUBMITTED TO STAND ARDS, 8- AT THE COMPLrTION OF PAVTNG. A MATFATAt.q. PIE-POPT SHALL. RE SUDMI'T"I'Lli TO T�f C-11Y ENGINFER, LISTING ALL TE'SIS DR DETERMINAlIONS 1 14 9 21 2 gAstuNf_ ROAP S. WFfRE TYPE CL-6 FENCE DOES NOT EXIST, T�f STATE RIGHT-OF-WAY FENCE COMPLETED TO VERIFY STABILITY OIL MINTENT AND C5R_ADA1ION OF' ASO HALT P A V I W,3 MUSST BE UPGRADED TO TYPE CL-6 FENCE. AS SHOWN IN THF S7ANDIARD PL_ANS 9. PRIM To INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 9-1- 13 10 VICIM17Y MAP NO SCALF TF T DR. SUBMITTED TO THE CITY ENGINEER, LIST'NIG ALL TFSTS CIR 22 9- THE STRUCT AL SECTION SHOWN WITHIN THE STATE RIGHT-OF-WAY IS FOR _lOSES 011t Y T�-rl ACTUAL SECTION WILL Rf DESIGNED BY G PURf DE7ERMINATIONS,3 COPPLETED TO VERIFY: R­VALUE, SlIEVE ANALYSIS! AN[ w ESTIMATING 'OILS ENIGGINE-ER AFTER NATIVE SOIL TESTING HAS BEEN COMPL TED, A SAND EGUIVALENT OF AGGREGATE BASE. A S E IC INDEX (T I) OF SHALL BE USED IN THE DESIGN OF THE 1 12 TRAFF 10, PAVING SHIALL BE PFRFORMED IN ACCOMANCt- WITH R-VAL UF AND PAVFMF, NT 23 TRAVEL-LED WAY. AND A TI OF SHALL BE USED FOR THE SHOULDER TESTS TAKEN TO DETEP�41NF STRUCTURAL SECTIONS. t4 DESIGN, THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL. 4. IVE BE SUBMITTED TO THE STATE'S REPqESENTAT FOR APPqOVAL PRIOR TO BENCH MARK. 'TRUCTION OF TFrF STRUCTURAL SFCTION. 11. WHEN IMPROVEMENTS ARE TO BE PLACFD ON NATIVE SOIL WHICH CONSISITS m CONS FOLM) HE AD BOL T IN SOUTH FMI OF OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING, LIMA DRIVE -TE CULVERT UlNff A S.P�R,R W CONCRE ALL ROCKS WHICH PROTRLDF ABOVE THE Sljfl--GRA['*' Amiri ALL VOIDSE DF4 TRACKS ON EAST: SIDE OF EAST AVFNLf 10� ALL STATE DRAINAGE STRUCTURES/CHANNELS KJST FIRST BE COMP-LETELY DEPRESSIONS SHALL BE FILLED WITH A FINF GR BETWEEN VICTORIA STREET ANCI CLFANED OF DEBRIS AND/OR SIt By THE CONTRACTOR PRIOR TO MAKING BASEL INF ROAD, THf_ CONNECTION 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SURE-GRADE. A SOILS INTERIM BASIN 5A SAN BERNARDINO COUNTY B2206 -D BY THE E .P.A. FOP USE UNDER A.C, AND P.CZ� ll� THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGG THAT ANY STATE STERILANT REGISTERE 1-ft",Rf" A I SHALL RE UNIFORK SEE SHEET 4 41� . I 'I[ ITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY __Y APPLTED AT THE MANUFACTURER'S RECOMMI-NOM RATE I t,.jj . I DRAINAGE' FAC ELEVATION 1323.127 FOR T�C FULL PAVEYFNT WIDTH PRIOR TO PAVI THE CDNTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO 13� ESTIMATE OF (YJANTITIES IS PPOVIDED BY THE ENGINF, FA Om Y FOP T&Hf- CONVENTFNr-E- FINAL ACCEPTANCE OF THE PERMIT WDFO< BY THE STATE. ADEQUATE CLEAN- OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE �I*S- OWN DETER-11NATION WITHIN THE STATE 'S RIGHT-OF-WAY FOR FUTURE MAINTENANCE AND REPAIR OF CONSTRUCTION U-JANTITIES BEFORE- SUBMITTING A BICI� ANY 17 I I E m of wow WDRK AS NEEDED- THIS WORK SHALL BE FURNIS'HED AT NO COST TO THE RERUIRED BY 7HESF PLA �F7 v-�0.,iN -0 STATE. I N D E X -,-M A.P 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA ST ANDARD gl�IBFP 404 12� WHERE SURVEY MONUMENTS EXIST, SUCH MONIJMENTS SHALL BE PROTECTED OR SHALL BE CONSTRUCTED AT EACH INTERSEFC710N. SHALL. BE R�FERENCED AND PUSFT PURSUANT TO BUSINF PROF s GRAPHIC SCALE l ' -.100 SS AN[) 'E SIONS 15, CITY APPROVAL OF PLANS DOES NOT RELIFFVE THE DEVELOPER FROM CODE, SECTION 8700 TO BE05 (LAND SURVEYORS ACT). RESPONSIBILITY FOR THE, CORR. �CTION Of E,PMP Affl OMISSION DlcSC1lVFF_TD DUPING CONSTRUCTION. UPON REDUES7. THE REQUIRED PLAN RIVISIOlIZ5i 13� THE PAVFMFN7 MUST PF SAW-CUT 2' MINIMUM FROM THF FDGF OF PAVFK-NT, SHALL BE PROMPTLY SUBMITTED TO 7HE CITY ENGIN THE 5AW-CUTS K,_tST BE PERPEWDICULAR OR PARALLEL 10 THf. SIAIE HIGH14AY CENTERL INE: :. 16- WORK SITE AND EXTERIOR STREETS SHALL BE IN A NIFAI. CLEAN. HA7A.R[l 14- ALL STGNINR STRIPING ANfl PAVEMENT MARKINGS SHALL BF IN FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BF CM70RMANCE WITH THE CURRENT EDITION OF THF TRAFFIC MANUAL, CLEANED UPON REGUEST OF THE INSPECTOR. PUBLISHED BY THE. STATE OF CALIFORNIA. DEPARTMENT OF 17, CONTACT ALL UTILITY COMPANIES AS REGUIPE-0. 48 HOURS PRIOR To TRANS3PORTATION. AND THF SPECIAL PROVISIONS. ALL PAVEME-NT MARKINGS EXCAVATION- SHALL BE THFRf4DPL.ASTIC UNLESS OTHFRWISE NOTED ON THE PLANIS. PWVIX-_0 FOR YOUR CONVENTENCE ARF THE FOLLGWTNG� 15� THE EXACT LOCAT194 OF ALL SIGNS SHALL BF DETERMINED IN THE FIELD By THE SIATE*S RFPRFSFNTATIV[-_, A. GENERAL TELEPHONE 1-800-4?7-22-00 16� ALL CONFLICTING STRIPING ANO PAVFMFNT MARKINGS NOT SHOW1.1 ON THE B� SOUTHERN CALIFOR1,11A GAS COM�TIANY -1-800-427-P200 PLAN-S S44ALL BF PFMOVED FROM THE PAVFMFNT! BY SANDBLASTING BY THE 216 N. EUCLID AVENUE CON7 RACT OR� ONTARIO, CA 91762 17. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON C. CUCAMONGA COUNTY WATER DISTRICT (9(_)9) 987-21591 CONSTRUCTION NOTES AND QUANTITIES JH1_ PLANS, OR AS DETERMINED IN THE FIELD BY STATE'S RE-PRFSFNTATIVE, 9F,41 SAN 8FRNARDTN0 ROAD RANCHO CUCAMONGA, CA 91730 18. ALL SIGNS, ROADSIDE MARKERS, ELECTRDLIFRS. ETC., SHALL. BE D. MARKS CABLFVTSION 01 CONSTRUCT 24' RCP CLASS IV 7 LF CONSTRJCT BASIN OUTLET STRUCTURE PER DETAIL ON SHEET 3 1 EA PROTECTED AND/OR RFPLACIFLI IN-KIND ACCORDING TO THF CURRENT STATE (909) 9'87-6275 STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE i0BOB FOOTHILL BLVD, $120 �2) CONSTRUCT 48- RCP D- 1400 671 LF 104 CONSTRUCT CONCRETE SPILLWAY STRUCTURE PER DETAIL ON SHEET 4 1 LS STATE� RANCHO CUCAMONGA. CA 91730 CONSTRUCI 30- RCP 0- 13-50 103 LF CONSTRUCT RIVER WASHED COBBLESTONFS PER CITY STD, 542. CASE 1 665 SF THE STORM DRAIN CONNECTlONS RELATM TO BASIN 5A ON 'TRI IRVIOFESS/0/� SHEET NOS. 2-5 HAVE BEEN REVISED PER DWG. 2312-D SHEET)�-(-_ C4 CO-NOTRU—CT 84� RCP D-IPOO 684 LF 106 CONS LICT STEEL FENCE AND 12' GATE PER CITY STO, 608 1,%D L F oud -1--2 SUBTT­IB826-.-- �!i a"Sp7rpri'a*� or rrvmlo" DA Tf 107 AFfMVED NOTICE TO CONTRACTOR C94STRLJCT METAL FLARED END SFCTION PER DETAIL ON SHT, 3 2 EA CON53TRUCT HE-AnWALL ANO WINGWALLS PER CA11.7RANS ISTD, D-90 TYPE A AND DETAIL ON SHT. 5 1 EA 0 No. 51299 TI-C EXISTEfIrCE AND LOCATIONS OF ALL UIII�E)FRGPOUND UTILITIES (UTILITY PIP15-. CONSTRUCT 114 TON RIP-RAP DIM. PER PLAN 137 CY 18 CONSTRUCT INCLINED TRASH RACK PER CITY STD. 312 cy-1 (MAIN LINES ONLY - NO SFRVJf_-F I EA STRUCTURES, ETC.) SHOWN I ON THESE PLANE )RDS, PPOVIDUD BY THfSf CONSTRUCT CATCH BASIN PER CITY STD. 300 W/ LOCAL 3 EA Exp. 6-30-12 CI T Y OF PA NCHO CUCA MONGA LATERALS) WFPE ASCERTAINED BY A REVIEW OF RECL MEMBER AGEN(_'IFS AND ARE APPROXIMATE . WE ITHEA THE Oww, R NOR THE �Etr_,jNfIFR CONSTRJCT HE ADWALL. WING-TYPE PER SBCR[D STD. 209 & DETAIL SHT. 5 1 EA clvl\, 1, DEPRESSIONS PER CITY STD, X7 @ ASSUMES ANY FESPONSIBII. TTY FOR UTILITIES Nf)7 SHOWN OR NOT' IN T�f CILTY OF C A� S TOPM DPA _TN LOCATION SHOWN- CONSTRUCT MANHOLE N9.2 PER CITY STD, 319 2 EA CONSTRUCT MODIFIED TRASH RACK PER STO., 312 & DETAIL ON SHT.5 lEA THE CDNTRACTGR IS REGUIRED TO TAKE DUE PRECAUTIONARY MEASUPES TO PROTECT CONSTRUC7 CONCRETE: BULKHEAD - I EA ONSTRUCT CONCRETE MASONRY WALL PER WALL PLAN PC R RCFCD STD� Mg 16 OF IMPPOVEMENT PI ANS TAIL ON SHT. 5 f ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND CONSTRUCT CONCRETE DITCH PER DETAIL ON SHT-2 570 SF C22) DETENTION BASIN EXCAVATION 32,000 CY FOR UTILITIES NOT OF PFECCMI OR NOT SHOWN ON THESE PLANS. TPACT NO. 15_912 CALL UNDERGROUND SERVICE ALERT (U,S,A.) 1�-800- 227-11600 AT LEAST ? to, CONSTRUCT TRANSITION STRUCTURF NO. 3 PER CITY STD. 336 1 EAL 203 RELOCATE CONFLICT PORTION OF EXISTING 12" WATER PER WATER PLAN PRlalF E S S40 WOWING DAYS PRIOR TO EXCAVATION. %'Ely 1' lMd CONSTRUCT 10'rCTION '_STRLlCTL"__ W� 4 PER CITY STU Ntl 333 1 EA O�AD P14C �N APPROVED BY D4 7F- t�_ -k,, CITY EAMCM1 02 R.C.E. M. 24-Q53 X PIPES NOTED RFOUTFIF 0.5- ADDITTONAL. COVFR OVFR RFRAR '.TNF;TDF DTPF UO-WMAn 9-f?VXF &FRI fir, iz -,I- T C01: TW fAFf NO CIM E761WFM rxp I rl� JI Af-flymy S7- _Ff?A NNc R7VETZSllT CA v- 1-800 WEBB. 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PVMT CONSTRUCT 24" RCP CLASS IV 10 C�JSTRucT CONCRETE DITCH PER NAIL THIS SHEET STORM DRAIN LINE XIV-26 X BETWEEN VICTORIA STREET AND - 2'1 MAX . EX, GROUND BASELINE ROAD. - --- .� 0 CONSTRUCT 48" RCP D- 1400 12 CONSTRUCT JUNCTION STRUCTURE N0. 4 PER CITY STD N0. 333 SAN BERNARDINO COUNTY 8206 C_ -- -� -- - -- TRACT No. 15912 _111,1 , \ .ti -� CONSTRUCT B4" RCP D-1200 13 CONSTRUCT BASIN OUTLET STRUCTURE PER NAIL ON SHEET 3 PRpFESSID� ELEVATION = 1323.127 1 • � CONSTRUCT METAL FLARED END SECTION PER DETAIL ON SHT. 3 14 CONSTRUCT CONCRETE SPIT LWA.Y STRUCTURE PER DETAIL ON SHEET 4 ��� SAD F-,Q 9< APPROVE? BY � � DATE _ 7 l� /00 .�� --- 4" THK CONCRETE K �P� Ctir �yc CITY EAIGIHE_EFT A.C.E. At7. 24953 FL PER PROFILE CONSTRUCT 1/4 TON RIP-RAP DIM. PER PLAN 17 CONSTRUCT HEADWALL AND WINGWALLS PER CAL TRANS STD. D-90 t . 0, /IC' ,�T TYPE A AND DETAIL ON SHT . 5 � m DE_1319v PSI � . 0 CONSTRUCT CATCH BASIN PER CITY STD. 300 W/ LOCAL Li M Li ND. 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I -t t {- . --�0 1 i 1 ! :ffi -� _. y __♦ r- .t i, t-- J { . s i -t- + --+ -t -{- -•�'-- -}. -�- - - -•t - { - - - - - - - ' -i I _ _ I , , I j I I I : i ; i i i i i LF :30 RCP i .79 rl F RCP I ' + -t t _ I t : _._ i..._. ____ _-. ,.___- _ -- -... __ ___-_ _.. _. .-_ _. . i f. ti , , a . i a + , 1- + . .. .__. ...4- .1- -,i t .... :.. -i- a-. ._j. .._... .� '. - SL�L VH 1 OR T �A iETr _, -1- - -i._ ._i- - _I_-. _ _ - .,. .j- _ �_- _i _.1"- D-1250 , ,. ,. .a. ,. i-_. i i PLAN VIEW SEE SHT { i I : i i t _. - -- - __ - _ - - __ r - _ _ _ _ _ - a 1 , t Y .7Li 7"4 L>�i. rl 1 , f t ? r T' a { _�. { �y _ i i .� - _ _i. {. _ ..+... __F_ t_ _i. _'F. 1. _ _'t .; 1'_ r _ _ __ .,-..._- --i_ I ! i 100-Y AR NORMAL ROUfiEO F OW ! I j t f LINt , I tt . , i i . I , '� t' _r i- � Tt � - , �A.j 11 � t - t' -+ t- 4 t �-- + +. -{ 1 } - --}- -. _.., ----f'- -}- fi- - -. /'�_),!�- A �''�(� ,�? �/� l �y,� +_ _{- 1-_ -{" -i- .fi_ ._j.._. _.�.... _..� ..f _ _}._ ", a --_� '{.._ 1 ...,.__�,.. ._._,... . -i-' _'�_--._}._. 1 . i ( L 1 ' IL • I L 1 1 I i i ; i ' ' a�W-.. 'LAPS' 1"�l7�Ivl�Y �YCRFL;V►� i -� -� E _ - - - . : PROFIL SCALES I i i t } �- 7 Y , j +- Y 'I' '! �' ''• * 1- . - --: -1. --r- - --i ._l-_ �- -1- 'a _'� - -+- +' - -'+' -- I. -$- -< --t--. .i. .. ,_ _+ - i. -+ - ..}_ - +. -�-. �o-. -i - - a- .-i __-} .-+,- .'I -'!'-' -}' - - - - --�-. _+_ {. - - - --r - - - ---�----- _ _. j . n I - t P T A T T I i IES E QUI R H R 4 6 RE 0 5' D I ONAL COC E O I Z . 1 R E i ; v : +- --k f � i 1 +- + t i t t Y t I ,... y_ ..-*- .,{,. i. tl 1 -`0-_ '-j - --i. ..R - - t _.f_ -y j_ -e.. +- ..{_ `#- -_y - - -`t - -+ .Y {.. _y- --.}_ + -`i' _.!- , b.. _.T -I._ .i .. .{ .. _.._� _. +. -j.. COVER 0 ER REBAF INSIbE IPE i- ; 1 1 VERT . 1 4 I . i 1 : I f I 1 ' ' I 31 32 33 34 35 36 Z M.H. FRAME AND COVER I 8. w=8.0' PER STD. 324 NOTES: 8' 8' 10w. .0' 8' SPACE PROTECTION BARS 1. STRUCTURAL CONCRETE SHALL BE CLASS "A" LIMA DRIVE .5" V 6" MAX. ON CENTER 3 5- OPENING ON 80TH SIDE ASN o TS N0.3 JA PROTECTION BAR 2. REINFORCING STEEL SHALL BE No. 4 DEFORMED BARS. CLEARANCE SHALL rr T -- - STA. 10+42.79 SEE NOTES N0.5 r--�'-� T--T _ - tO it BE 0.5" FROM BOTTOM OF SLAB. s _ SHEET 4+ y,� A 52• l 3. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. THE I .1 ' m m OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE AND LENGTH BEFORE B 30" m 4__j-04 @ m CONCRETE IS POURED STA. 2223 CL v ,` ' D1 30" L I• OPENINGS Y�14' V=5 ST STA.14+24.15 ® : - =SD STA. 10+95.00 7 D2 30" I 4. STEPS: 3/4" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE INSTALLED 6 w=24' v-5' ' C 4.8' 4-r4@ OPENING -- 16" APART. THE TOP STEP SHALL BE 6" BELOW THE TOP SURFACE 6 SHALL ` TE AL A-L - E 4.8 m BE 2.5" CLEAR FROM THE WALL. ALL OTHER STEPS SHALL BE 4" CLEAR 3 '00' .15"E 18. _ - " L 7.0' LINE 26-i&2 °�' • FROM Thi WALL. STEPS SHALL BE ANCHORED NOT LESS THAN 4" INTO THE EL"S" 1305.24 2-48" RCP WALL OF THE BASIN. S.D.",-LINE A - " . U � �. IN S26'25'37.96"E 95.00 _ EL"R„ 1305.64 ui1 PROTECTION BAR 0 5. PROTECTION BARS ARE PLAIN ROUND STEEL BARS 1" DIAMETER & SHALL 15X10 X25' - Z s" o/c sEE NOTES 5 * p p BE INSTALLED WITH ENDS EMBEDDED IP RAP •- ui a O O 3 1295.60 en : o STEPS PER 6. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. ` " 10+42.19 T.S. 11 0 1.0 X MIN. FL STD. 325 x+00.00 LAT. A-i � _ - -- •- - ' -- L i 7. SLOPE BOTTOM TO OUTLET FROM ALL DIRECTIONS. S1 z •_0-• • • • � TAT -TY T- r�� 18 1 .00 L A w HE ALL TRAM CK JA F , ): � !295I LD .52 FL EACHWAY TYP. S E C T I O N A-A i o - *- . 7 57^004+07.05 LIMA DRIVE DETENTION BASIN OUTLET STRUCTURE ; T.S A.10+00.00 GREEN GLEN CT. N. T. S-. CHATEAU DR . REBAR• MANHOLE 6 PROTECTION BAR DETAILS STORM D LINE A MOTOR COLLAR 3/4" MIN. 2x4-W1.2XW1.2 WWF COVER OVER wwF COMMERCIAL QUALITY DESMIPTIlav OF REVISION DA CITY APPF#OVED 1"X0. 109" STRAP W/ CONSTRUCTION NOTES STD. 1/2"X6" BOLT 5.0' 5.0' O CONSTRUCT 24" RCP D-1000 METAL FLARED END � CITY OF RANCHO CUCAMONGA BENCH MARK. SECTION (FES) \ O CONSTRUCT 48" RCP D-1400 � PLAN AND PROFILE FOUND HEAD BOLT IN SOUTH END OF O GRADE TO DRAION 3 CONSTRUCT 30" RCP D-1250 � CONCRETE CULVERT UNDER S.P A.R. FL PER PLAN - ~ N LINEA & CONNECTDR PIPES TRAKT UE O CONSTRUCT METAL FLARED END SECTION PER DETAIL ON SHT 3 o.5xMIN. JB BETWEEN VICTORIA STREET AND --~ 7 ` `O BASELINE ROAD. O CONSTRUCT 1/4 TON RIP-RAP DIM. PER PLAN .< _ '. ,-1 t_r "-. - � _ SAN BERNARDINO COUNTY B206 O CONSTRUCT CATCH BASIN PER CITY STD. 300 W/ LOCAL PROP. RCP PER PLAN r __ r . r ~ ~ TRACT N0. 15912 DEPRESSIONS PER CITY STD. 307 4" MIN. 8"MIN 12" SKIRT > '-` '_`1t QRpFESS10� ELEVATION s 1323.i27 r`;-i _S E C T I 0 N B-B ���� P�MAD r-,q ,a�vm BY DA - O 10 CONSTRUCT CONCRETE DITCH PER DETAIL ON SHT.2 ,_-`- „" :, •r r tic CITY FJVGD� TR R.C.E. . 24_(W O . �. . I- �p � � /�� ALERT 11 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY STD. 336 CORRUGATED PIPE rl DESIGN �_ n IM. m � A L B E R T a CIVlZ EM MERSCALL T L F' 13B PER PLAN ExP, 12-31-o L 3788 WDRAY ST.�T CIV1�- PDRAWN A WEBB RIVERSIDE CA. 92506 SLEET I _Si.� ___I_A!_�_5 18 CONSTRUCT INCLINED TRASH RACK PER CITY STD. 312 qTF ti LJ4 ENGINEERING CONSULTANI$ � � 6�-1070 3 M TYP . D . T ET W FLAIR D END ANO RIP-RAP OF CAL.I 5 d 227 W 19 CONSTRUCT HEADWALL WING-TYPE PER SBCRD STD. 209 & NAIL SHT. 5 �� E 5 6 - NO �� Oo _ AQ4WIAG ,�. mo,mss ars fisqw my am N. T. S. KF. OA TE.' 6/21/2000 1 715-D pFOLC7 SHEL 7 Na. _1?_ Or _L'_ c GREEN Cl.. E N C;C��1RT � TC PL SF;TSAS COURT EAST AVENUE 7 5 I 4 L_ANC_CAP LLl cr 6' METAL H CL N m � 16 6' SCREE w � \F m vii = E NCE Ll. t Q o� 11 X f U i (Q `� x Q `� � = _ FUTURE PAD EXISTING 16 a m j x 2 1 SL.OPE 2%a J GROUND _ LIMA DRIVE 21 + ~ - � 11 12 13 14 ` � a m I � ;., - -__ 2:1 SLOPE 16 16 \ } , 1304.0 GB /� D \ _ ' ' — -- �;" 1304.0 GB 4. -- -- ---- - -- - 5 t TO 18 t — - -- � 1304 0 -- -- j - 10 t TO SL OPE 15 s � 3 ! SL BASIN FLOOR c 1312 0) ---- --•-- .-h►� ' �.,�, -�.• _ � � - _ 1 % OF'E Vic130 .o W x TN DETENTION 1304.0 4 i % BASIN FLOOR \ _ -_ I 1 T , f �o 21 -- _- SECTION .,D—O „ SECTION „E—E „ `s F� �.o o 3F EC i N.T.S. N.T.S. - F ti r - - 05 E FL E a E _ 1 - --- - Y 21 MAX ---- -.----- � � SLOPE . F 13040 �� � � N ., - __ --T - — --- -- {. .- 1308.0 . T SLOPE PL f IST. 12" NATER 2'i MAX -- - - - - - - _ BE RE L IX:A EO (1309.0) i f - - .. � I 21 6' SCREEN • o WA 1. { .. - - - • % _ - I ,. � 1308 FS CO� 1307.0 FS _ 2:1 SLOPE - #4 AT 18" O.C. Tr7rfrvi _ 41. r��, �. ..' �, L EXGR OL.INf�/ 1304_0 GES y SCALE.- 1 " = 40 ' 10 t 31 SLOPE DETENTION -7 1 BASIN FLOOR ' SECTION "S—B " 40.0' \ 1304. 0 \___130 .0 SECTION "F—F " N.T.s GB 10% A 1 . 0% j -- 6 — I, N.T.S. I TC RAW SLOPE VARIE ,C 3: 1 MAX. LANDSCAPE EASEMENT ' 3: 1 MAX. �- � _ . .='� � �- 12 5. 1295. 5 2: 1 MAX. 1215 6 v 2: 1 MAX. t -� ^- yam.. ,. �� 5. 85 STEEL C> L 16 FENCE 13 - i -- _ '' •. ' � , . '" �.h,. r\ V iF 2.0% #4 AT 18" O.C. 3:1 MAX. TYP. EACH WAY 1296. 17 FL TC 1295. 52 FL �� - Sl OPE 21 2-48" RCP 84' RCP ��t _ �l 14 Q SECTION "C—C " 14 #4 AT 18" O.C.— N.T.S. 21 EACH WAY TYP. 3:1 MAX. _, __ — _ _ __ '— --- - _ _. _-_ — _ ____ ,•— -- _-- �SLOPE 10 10' a MAX. o A 1 ; \ w v v 1304. 0 � ° 9 ,., 1 90 1307. 7 FS a - � FS', o FS FL PE SECTION ALn —A PLAN 6 G = 0.5% 1308 0 v � � NTS B F S - - 16 o _�� r r� - _K t t > n_ k - > - _ \ 1304.0 - -- F S cu SIDEWALK CITY DESMIPTIOV QF REVISrOV DATE APPROVED 1�0�G ,�O 1�Oh r� 1�Oh ��0�OLn co 101 10��� 8" C&G CITY OF RANCHO CUCAMONGA �► 95.0' CU � DETENTION BASIN PLAN CC.INSTRUCTION NOTES _CONCRETE . SP I LLWAY_ DETA I L TRACT NO. 15912 SCALE: i " = 10 ' S CONSTRUCT METAL FLARED END SECTION PER DETAIL ON SHT. 3 OENC�H MARK: QRpF E SSID�9 C6� CONSTRUCT 114 TON RIP-RAP DIM. PER PLAN �� ¢ MAD Fq�y < APPRCVEI7 BY � ' DATE ll FOUND HE AD BOL T IN SOUTH END OF r tic CITY E11�iI11FFR�� - R.C.E. AD. 249..3 13 CONSTRUCT BASIN OUTLET STRUCTURE PER DETAIL ON SHEET 3 �� ? CONCF�E TE_ CULVERT UNDEF� S.P.R.R. L L 1� 1 NICE /�L-E�iT TRACKS ON EAST � ,�, It SIGN SIDE OE EAST AVENUE rh A L B t , 14 CONSTRUCT CONCRETE SPILLWAY STRUCTURE PER DETAIL ON SHEET 4 -- ------ -- -"-- A CIVIL DC1WERS CALL: TO-L FRT BETWEEN VICTORIA ST RE FT AND EXP, 12-3C39510 --- - rte._-- __ 3788 WDEMY ST. ' - BASELINE ROAD. C� CONSTRUCT RIVER WASHED COBBLESTONES PER CITY STD. 542, CASE 1 sT clvl� P DRAWN WEBB RIVERSIr)C CA. -c �f 7� 8w SAN BE RNARDINO COUNTY B20E 9 ti "" f s (9r�9> 666-1070 �� � ��• EN�:iM f kINC 'RN;i_K'AN?j ��� 2Uvv i6 CONSTRUCT STEEL FENCE AND 12' GATE PER CITY STD. 608 'Dy- CA_iF ____-__—_ ��� __4 REVQTTQN = 1323AP7 21 CONSTRUCT CONCRETE MASONRY WAl_l_ PER WALL PLAN CrfcKE-r) '�l .CF. neo. C3s530 DRAKI&G W. na NYKM cwrS BFFOW VM/ors CITY DA TE. --7151P" — — 1 715—D PROAL C7 Siff 7 NO. —13 — OF 1 __ DeS Notes FINISHED SURFACE I NI\FNOT L SHALL BE MONOLITHIC. T0p0'M0" unt,Stressrs f 24,000ps.4.1300psi,A-10 "'4m«C 12 Use Rt�nforument fo+H• 6' B' 10 � '• BO•I @ BARS AT CORNERS 30 DIAMETERS - Mo.mum Toe Pressure• I'h Tornhq N r6 Tot 6 O.D.+12 ' t ( A Toe of yore Eletat,ons,length and angle of flare of rings may De.orad - I-6 CONTINUOUS. _ _ _ by tnt Engineer to tu•1 conbnont encountetta in Mt held L A Lt 2-*4 OR 5 WaIPf(gunned for 2' Irv. lona o+ionaplu, 1 h I slag Neoprene Strip � " �' swUo(ge not to nceed S m r+rva!�on plus 2 Irvt IaOd It7D) ,., _or--- wrUo qe,a unnm ted 2 1 s r,krgt If 142 I slo exceeds l 5312 S NOTE �t a i'EE. 2 ro� T op of3',use Trpe 2 Rehammq NbnCOVER � r Foote z WeG he. ht ma De exceeded D 6• before m t - - i 9 Y 7 9a 9 a the SECTION 8 8 next greater "H". I �SEE LIFT \ .� _, t—+^�� _^.'I opt,onal Footing U�nes 5!ra.krr�, j A BARS 2 I I I _ __ H•2o' _ OI° 5'I!a9run 1, 1Starr I.Cgs 2-*60 DETAIL BELOW Ij—� —1/ �/•� \ / II I I I I N�--T-- NI 6 Tot 6/ RCP \ moi-'-� Il 0r- N N•19 It Dors 4 Along top fW'!er than 0.2-I. s+(rnT; � Layout Line m %a Fill o! Wo�i JS@,2' Slope r; 1 Ir 'D"Bars 4 OR5 12 e, . s'tdax ror f G.aer Or Shoulder-O.0 EA.WAY 1_�t-L- 3 "'t 7 =4 A a q eco 0" ,It t Fin Slopes , -4—� SEE NOTE 2 --- - _ c"L� H 16'I 1 I o of wal _� flatter,ed to,ll7°eS vert ca ��ll - I / SECTION C-C I1 r LD. ,•�/ H•IS I s utter Or Shoulder l I4I O.D.+12' a E \ TYPICAL LAYOUT EXAMPLE H•Ia' b f snarl•b•ears ` O.D. 3' "a 19 saner y :12 REINFORCING DETAIL "•13 sh°rr =! ve t.ca! l "4 @ 36 e 2 Number otwve"b•S'e" Dors 'i, � �i d 1 Y2•d 'D•Dars �" s- H=12' \\\ PLAN - tootin es upper fres top of H=II' I" w4@: •e.gars % I c Bars footing to upper Yr o Dart b �'I f -- S` . gar cut-offs ma Dr varied t0 •z r I' ervous bock'ill -- `\ // tD Q 8'IIS•- in increments of 6" H-g' "• I ( a= �. ) S motetrd cont.Dehvd '4 IF 36 F 9 i H-6 I I II• Short ( roll S m II 11 I r Obo sOb2 Ctrs., PART PLAN A-A y . H•9' I I!� I 6, [Bars a Short"c•Baas / - (� •�• M•Y it I "c•Don i oeove while ground I'a Dron sQ utsd + Ctrs H.6' I io b'6(,I I I I'°Dove ou!s.de r/wnd.• 4a-Exp J! Fire• RCP 2s5 I I I 151 6'0 b di35de !H+3 ' 35 dm t CF pervious back so I'C'T-Qy S.. Vertical unless nest b o l - matalol,n o DurtaO sacsA w Hll �4O ^ c"Dors COs Daneroa sect, him match �t � I-0" " R dBars 9a ` o'. 1 "4,Tot 7� l ti w ' i� S ' I bfr. o ° ` 4,Tot;' ! _ - ;Ta 6 INLET OUTLET\FRONT VIEW 3'MIN. � 3"MIN. I 40R S 12SECTION A-A I IO.C. EA.WAY ;GROUND g 1-W'3 n c ew'3 '6 R.0 PIPE DETAILS I SEE NOTE 2 bLINE 4r+1 I ,2(' ,19'• 201 !('1 .10':,1 7" k '' 6� I 1z" I II;�I 9'I'!- -9-1 194`1" —__N'-- Y,' ( 4 ; I i N t'--`' 5.....1..-ai s� a I Lam.::!L-.1: u..... -r_1"="t TYPICAL SECTION TYPICAL SECTION SECTION 0-D 1 s o t.'ay De arae by the E•{yr N �rT 1 H=4'THRU 12' H=I S THRU 20! t,h't Card r:r5,n• =� BARS NO SHOWN Z---j -� — I� REINFORCED CONCRETE WINGWALLS * J -a 'ap � I nf, Des,gri H 4' S' 6' 7' 8' 9' 10' 1 1' 12' 13' 14' 15' 1 fi 17' 18 19' 0 �E I.I. A 2- 4 OR 5 / �j. t BARS SEE NOTE 2 B O.C. EA WAY B 2,-2" 2 6 2-0. 3'-2"L3_6 L3'-p 4'-2" 4'b" a'-J 5'-2" S-4• 9-8° 6'-0' 16'-a• 16'-0 l4-_4'i!2-0" Nto:re-eScrip -�1—` -- L r P I I I I CONTINUOUS BAR_ x _ (IM.) (FTJ (IN.) \ 900 BEND r t�bR 5 12' C I'-0 I'-2' 1'-4' 1'-6"t I'-9"' I'-t0" 2'-0' 2' 2" 2'-4" 2' 6" 2' 9" 3-0' Y 4" 3'-8• 4'-0' 4'-4• 4'-8" BO I I!i'1 r ou 2 -� 7.4 I.y 48-51 IS 4 4 ! I'-6 _� � _ r SEE NOTE 2 F — - ----- ---- 1 z" -----_: ELEVATION SECTION A-A Satter --- — -- None - --- — _ --- -- ------1,2:12 .L. IS S 4 Ce 6 I I s - — r-o" - _6R 1' 7' 1-7/2, r-s" I'-lo" A 0 r j s-0' I 1 ILS _4 4 ti, - -- None — -- - `- 5(15 5.=1275:1' S.9 ^241'6019_�7�17 2-"6 "4 ✓pQ@,2 54-60 I 5 4 6 I' EI' CL _J�- 6r �_12 ---I NOTES: c" Ddrs_j'4�za�4_ _5.201"5?Iola SID S i_ _r�9 7�6 9^•15 1J,IsP'c3 2`X�_inOG9 rlx9 Ilr9 i'it e/t - ,--- —T "d" Dors 4Q24'azi9 5320, 14 5_910 6,;1 14 B�16 ?;y121�B~- 315t'9_ 15'yz:2 c: '9-9 '9.89 IQ:9_'_IOgo - �_�--:ice - — ---- -- - - - '1�-=-->= g'.�--- SECTION E-C : — 15 5 S o 6 --�—+ --- .-- - - -- - - -- j — 4 DIMENSIONS 1 HEADWALL SHALL BE CONSTRUCTED OF cont `s� r o 3z o�a o as o a9 o ss mos 067 o n o 79 oz o 9 z 6 1 l 36 a5 1 55 1 172_ Y•E.p ;t Filter ° yy - - Rein} r 3 6 1 2 5 30 37 a9 62 76 73 90 C4 23 �1 41 7C 189 2 60 e r 1 / r O< S;-:'.­ 12" 10 5 5 c 6 I'-lo" LIFT DETAIL — --- - CLASS A CONCRETE. PIoEj L E F W 2. REINFORCING STEEL SHALL BE NO. 4 BARS ' 5 5 4 e 6 I n n n "'K"=60' rn= n ore sho.n elserhere,n Ire roan // / I / tt regd,slope prorecr,on details F /:'Eric J<N '�.I,e• 014' ( FOR W UP TO 60 AE30VE N 60 N0. / A yanS,Or O5 a�rtCted C7 the NOTES: 24 4 -9 2'-6" 4'-0" 2'-6" -- 11-4, � he � . 69-72 10 5 5 4 6 2'-0' S BARS SHALL BE USED. 2 MIN Engineer 5 C 12 d eo 1 d 5 �a 2 I' / 15 5 I. CONCRETE SHALL BE CLASS 6�. 30' 1 S'-S" ' 3'-0" I 4'-6" 3'-0" c - C � � d / CLEAbtANCE.30 DIAMETER LAP, ALL TEFL. z -_ -; «6\ _ lio f S _ 5 S 0 6 36' 6'-0" 3'-4" 5'-0" 3'-8" - e+6 Dan rorconcvte r 75-78 S 2'_2" 2O REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD 42' 6' -7" ! e - ape only �i p 2 'E� ! 15 6 6 • 6 WITH HORIZONTAL '�A'BARS TOWARDS OUTSIDE FACE OF I 3'-8" 5'-6" ' 4'-2" 3. ADJACENT SLOPES SHAD B_ 1= TO I - rev- "si 'zC� � e s` S_ 5 BULKHEAD. 48 T' OR FLATTZR. �! �o�9 j Ground Line aT I �'v j - -3" 1 4'-0" 6.-0.. 4�.r .I10 o �t �/Uonnel iSlopt -0 81-84 1 5 6 C 2-4' Hoc.ee'+s o o use hoa Doln?t9"z saocmg 3. WHERE CONCRETE BULKHEAD IS USED WITH RCB,t 6 54 8'-2" 4'-6" 6'-9" 1 5'-4" 4. MULTIPLE PIPES PES TO BE SET WI"H LONG- E �> -! T I5 6 6 S 5 for mero,cape ,p 'O s to aha length provided Dr 2-"6 a a 12 J i "A'BAR$ SHALL BE DETERMINED BY THE HEIGHT OF I TUD I NAL CENT-ERS 1 2/3 DIAMETERS �io o �_ �.�!ac! ter for metol p Pipes ontr tf- "� j 5 6 0 6 THE R.C.B. _ _ 1_ et 2-"6 bon for R C Pipes APART. cx:_•r- , � z- 4- , I I 2!6?12 87-90 I 9 2'-5" 1 I 1 Re'nf Shorn is II "4? 12 ( 6 • n addrhwr,ro O LIFTS SHALL BE WOVE`; STEEL CABLE WITH SAME MIN 5. ALLtEXPOSED CORNERS TO BE ROUNDED �� I� � 11_ � ,egul ar rat Rn! 3/4+ RADIUS. -o „ o - — - "'4LJ1z t 93-96 15 6 T S 5 2'-7' HORIZONDIAMETETAL "y" BARS. COAT APPROVED BE U POR71OONPOF 6. W SHALL BE INCREASED 'NHEN MULT j PLE o tof Qa eI if req,"eci May It f I!btr'''0^cl Imo-- —~ I z-"6@ z- T- — (d) AS"Ai'BARS. WEAVE CABLE Ck THROUGH _ TH INOUS PIPES OR PIPES ON SKEW ARE USED. w vaned by the Er. net a barsCABLE E 6' TYPE A TYPE 8 STATE OF CALIFORNIA to suit tond�t�ors.n The field I� 1 DEPARTMENT OF TRANSPORTATION PRIOR TO BACKFILLING TRENCH. END ELEVATION SECTION F-F TYPE C WALL STRAIGHT WINGWALLS PIPE CULVERT HEADWALLS, ENDWALLS AND WINGWALL! TYPES A, B AND C NO SCALE 9 CONCRETE BULKHEAD DETAIL N.T .S. 19 CONCRETE HEADWALL WING-TYPE 17 CONCRETE HEADWALL AND WINGWALLS,N.T.s. TYPE A PER CALTRANS STD . D90 N.T .S. CONSTRUCTION NOTES O CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON THIS SHEET 17 CONSTRUCT HEADWALL AND WINGWALLS PER CALTRANS STD. D-90 TYPE A AND DETAIL ON THIS SHEET 19O CONSTRUCT T T A W -HEADWALL ALL WING TYPE PER SBCRD STD. 209 & DETAIL THIS SHEET I LLESMD"'TION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN DETAILS TRACT N0. 15912 BENCH MARK: PROFESSION MAD F-,q q� /IPMOVED BY PATE 11 tio�P ctif= ��� Cm EMDC7? _- Glu ��G (1' R.C.E. AV. 24953FOUND HEAD BOLT IN SOUTH ENO OF � � • CONCRETE CULVERT UNDER S.P.R.R. U DESIGN A L B E R T A Cn/� TRACKS ON EAST SIDE OF EAST AVENUE No. C39530 L R. EMBTUE�L- TaL F� BETWEEN VICTORIA STREET AND ENO. 12-31-0 WEBB 37198 MtG7�t4Y ST. p/�/� BASELINE ROAD. �� CIVIC- P G14A� -- RIVERSIDE CA. 925016 Sh�ET a�w/�/� SAN BERNARDINO COUNTY B206 2�7 C(J(!t/ q� ti S (gpg) �'-10705 OF — ELEVATION - 223" 7 LA. ENGINEERING CONSULTANTS 5 ?w�s ars a7w►w m• CALL ChECKED /'✓fib r �R.CF. AV. a7--Z 0 DRANDvG ND. Mf. cu 7E• _s�s12000 — 1715—D PROJECT ShfFE T ND. —L�— OF _L*_