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HomeMy WebLinkAbout753-D i i CONSTRUCTION NOTES AND ESTIMATED QUANTITIES: - - STORM DRAIN IMPROVEMENT P L.AN S-----FO_R GENERAL NOTES: /�ESCfl?1PT/O/1/ !/iI'/x TFl//93� !�/10�9 TFc'I204 TiQl10-/ rOrQL _ 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO / t /VSTA L .96" R.C.!? OR APPROI/RD C/•RR Alrsw AT �F. /636 /OD /, I36 _ - CONSTRUCTION EDITION. Cea ONTRACTOR SHALL SPECS �4iYa 510SFEZS,�dfTFY/BL/C/YORi�S' _ SHALL BE FAMILIAR WITH AND 2 `/�VsrALL 87" RC/? OR AAPPROVED CJ.P/? AL1'ERNArE �F. —�' TR,ACTS - 1 - 1934 , 12044 SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS . 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 3 /N.STALL 89" fi?C.P ORAPPROVEO CIP. P. AG1'�RNA>E L•F 236. _� _ 1,3c�' - - — - - - WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT SHOWN ON THESE 4 L.F »'68 - /S68 PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVE- /VYSTALL 81- f e P. OR APPROVED C.I.P. P A L TERNA rE • _ MENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. s /NST/ALL 76P" 1?l.P ORAPPRUVED G./.P. P• AL/ERNArE - IN THE ClT OF RANCHO CU�CAMONGA$ 3 . A PERMIT SHALL BE OBTAINED FROM THE CITY 'OF RANCHO CUCAMONGA ENGINEERING 6 / 5TALL 7•S" F e-R OR APPROI/ED CI P. P ALTERNAI"E L.F r3 __ _ T.3 DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF COUNTY OF AN BERN CALIFORNIA RANCHO ER,CUCAMONGA WATER EASEMENT OR RIGHT-OF-WAY . 07/N5TALL 72" Fi?C.'P OR APPROVED CIPP P. ALTERNAT L.F __ _ _ __ Z.�,� 26S � 4 . ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, z " OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 8 / I;rXZZ 69 Re-P OR APPROVEv C.I.P.P. ALrERNAT L.F 232 = Zd3 �/S 5 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 9 /NSTAII 66" /PC.P. OR APPROVEp C•/PP. AL1'ERNArE L.F ¢�� 986 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. TRA/N/NGLEI�EE UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY, SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. /Q /rYSTALL 63" R�'P OR APPROVED C./.PP. ALTERNATE L.F. •---- 239 239 6 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN HAZARD FREE, // /rVSTALL 60" �fe-,O OR APPROVED C•/.P•P• ALTERNA ATE LF _ �OSZ 6T _ /,//9 3 - ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPONRE- QUEST E- f//GHLANLT.- IiENUE _ __ U E S T OF THE INSPECTOR. /Z //VSTf1LL s7" fCP OR APPROVED GI/?P ALTERNAra LF - _ __ x _ 7 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF ~ p • °' WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIST- ,. - — C � rA x= ' �" i� r �� �� • c�a�, s�,a�al� /3 IMOX.-ILL a4 RC.P. OR APPKOVEO C•l•PP• ALTERIIArE Z.A- - »�� �I�� INS INC FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERAT a r :3. ::. _.�. ti t IONS, 9 WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . 9 //VSTALL S/" Re-P Ofr APPROVEV C.I.PP AL rERNA r� ` 1 m. .T=� LF �� L �` 8 . ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. � Q 9 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON- !S /N�TALL 48" iQOP. OR APPROVED C.I.P.P AL rERNATE L.F.. /6 Z6 _ 3J� /Q , , 1.-� t Q ' VENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINA- TION/rY.OrX,1Z 4-f ?e-R OR APPROVED C/•PP ALrERNArE Z. 13 _-- -_-- Z3 OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF .. , . _ _ 2 •' .- r " rT;�.= WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE Q / //VS541,1 44? P. OR APPROVED C•IP. E? ALrE'RNAre L.F._ 24 7.0 to:t ,r' ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 7 fTC It _, ��,rI� � j��`�'' �&� � � � Q INCLUDED IN THE OTHER ITEMS � 4'ss.Q '�� x ,a '��... .rat 1 ,� - ' � � . . � � .� -� � ' � _ �-, �• ��` OF WORK. /� /NSrALL 39 RCP OR APPROVED CIPP. 4LreRNAreF L.F 97 - 97 � � � � " � � � � � � � � 10 . CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE - ---- � � OF • - � ..�.:.� �� tr `rte N :tr ; ;� • . '� QUANTITIES. //YSTALL 36 <QlP OR APPROVED C.I.P. P. ALTERNATE L.F /,OSD __ /3� ✓� - /,23�'�- € Ebx " k � E !r ait .�� 11 . A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND 9 - 1' � r: � - - • i� ��a rimr ,� . ,, }� � PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE O /NSTALL 33 /�?l.P OR APPROVED CIPP AL rERNAY-E , CONSTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HERE- v7,_� � t, �. ON OR NOT AND TO PROTECT THEM FROM DAMAGE . THE CONTRACTOR SHALL BEAR Z/ /NSTALL 3O FTC.P. 0R APPROVED CIRP AL rPRNA rE L.F. /63 _ S8 - - 2-�/ _ :. '�. a 1�;s �; � °' >✓ �A ' 7 - kkms._ p¢ THE TOTAL COST OF REPAIR OR REPLACEMENT_ OF SAID UTILITIES DAMAGED BY 2 /NSTALL Z7" f e ow APPROVED C.I•PP• AL rERNA TE LF 71 S•5�, 613 - 3,� /68! « ' "� � t' " I � OPERATION. .. Z/ €� •� J , , 13. SLOPE PROTEGTION:T1-IEGONTRP.CTOR SHALL PROVIDE A 5AGKING 12 . ALL STATIONING+ AND DATA REFERS TO THE CENTERLINE OF PIPE OR CHANNEL. 3 /NSTVILL Z4 Re-P• Oa APPRO(/ED CJ.P• P ALTERNATE L.F I33 Z37 �9O "i� ' _ .q °� FOR AL1_ UNC4R4uTED ROCK SLOPE PROTECTION AND HE MAY USE .°�` .;� . �.+', ,+ ;fir.; ' EITI-IER MIRAFI 500X PLAS^flG MATTINy �OR EQUAL PSRANO�yOR - i Z¢ /NSTALL 21 Re-, OR APPROVED CIPP ALTERAIArE Lf. A &u l-AYER of AGGREGATE (v o ► tb.). IF Ca" LAYER of REAtE �• -� '' ' • ,► � �"` � ' =��y:{� 15 USED THEN THE RoGK SLOPE PRO-TEc-(ION MA`( 13E F'LA,GED �N_SrALL /B" «? L.F. 99 /3�� BST' .77 2�i� > =x�•` � �= �,; " 1N ACCORDANCE WITH METHOoD ��" AS SPECIFIED IN THE / � ».. ` c �� ` L"A- F -r EDITION OF AL_CTRANS STANDARD spsciF=icATIoNry 4- C M5, CATCH BA.SirV Na. 4 /O- - / _ /9 _ � z �� � ,_� �5 ���,�« ✓ • � - ' IF M�P.FI SOox pR_ E•ckUAL CsiRfWO) IS USED THEM METHooD A 27 CO/V.ST• C.4TCf/ Bf1.5/N NO 3 PE�1 J�T� fO� Ef7. /� IZ 3D J 'r s PLACEMENT SF L. F_ KEQUIRED FOR PLACEMENT OF ROCK SLOpti: PROTEGTIoN. ALso THE MAR-4,P1 PLASTIC. MATTING MUST 13E 8 CONST UNDER 5/DE`Y,4L/f Of?A//V TYPE Z PES? STo. S07'4z L.F. IT /T O L NE p `' a COMPLETLE`f COVERED OR -✓HIELDED FROM SUNLICIH-T a-y FILLING C� 4 ' �- �; � 6 l�J THE VDID6 WITH MA-fER(AL. No LE65 THAN NO2 3 5Ae_KINCj. a • CO/YST. CONI. SLOPE ANC//Or? PEf� 4o2467,41.1 alY .5f/EET elf �`�_ ' l tet .l r �" C N T /UNCT/ON st�Ucr��E B .�E� sro, soa EA. - /9 2 , '� �� "' - -_ 6OiYT.�1Cr TyE FO�LOI�/NG, As f�EQI�/CEO- Ar o s -- - „ ��t `�� �� CONST. ./Ui 1ell-arV .STFlI/CTUFlE 6- •vER .STV, s09 EA. / / � / 3 ���•* ��''►�'����; ��°`� s•� � _ 14. PIPE MP.?ERtAL ; REINFORCED r_0NJCRETE PIPS of VARIouS D� Z CONST MANHOLE AX PEF>r' STD. J�'/O E�1 f S / / -- -- ;� ,� �' LOAD STRENCa'jH5 ARE 6PEGIFiED ON ALL PLANE. NOWEVER� GE�AL _ TELE�yONE rBOO/ ' ZZ"9/8C.? j ;�4' �; THE coNTRAc-roR SHALL HAVE OPTION OF U51Ny CAST- IN-PLACE- fII A• / - 1#;3,*�r ,�3# ;' JLR11%a{ �', PIPE SLIP FORM OWL`( ) WHERE APPLIGAE5LE. IF G•I.P?P. 15 ZBGl S.__LOCUS , 3 co/vsr. /y<INf/OLE �M PER sro �' 2 /1 1 ,o. ear x �.�•�•� =4= t z v9e' UTILIZED 16Y THE CON-TRACTOR THE SIZE OF -THE PIPE MUST �E � p z � 1i0/'70/YA, 9/16rs �•` � INCREASED BY A MINIMUM OF 3” FROM THAT WHICH 15 SPECIFIED q CON3T Bf�/C!1' /IO.YT.4Fr PLUG / Z L�1Y,EF�sJ E� 4 4 Z /0- - ,_�! . ON THE PLANS- INSTALLATION OF ALL G.I. P.P. SHALL REQUIRE • E. �ZP-Z�49 '' CONST = GPATE/NLET!Y/s/OEO��YI/YGS'PEfI'oETf1/L Orr/.SyE�72-� Est• � � ;� -tl #, . � � .5`Ol/TiLERN .46 _5 G�5' M �7/-¢ �,. ,rr � ,•s • �� ,i ��rp CON"TlN0005 INSPECTION /A.ND ARRss.N EMENTS MUyT P rG 2•�-G'D/ �• �., S ! MP�DE WITH a!T`f INSPEG-TION PRIOR -To CoNSTRuGTIoN • 3 , 4-JAY 6E ED CONST CO/YCRETE" COZZ.4R PEF� OET/1/L OXY Sf/EET 2-� EA. 2 / -r--•- 3 9 , � '� •a ! ONE XCEp rian� r y6 C/.PP A Y Us ��v G/EU of 9�",�C./� FLEA, I - \ ; � � � • � ���` I �; � ��. � /F TNS' FaGGo[NiNG CONSTRUCT/ON METHODS ARE UTiL/ZED: CX 91610 :CONST Mf,-4,0,W,41Z, /-Y/iYG-TY�'E, PEFr ..5'B.C.Qo. sro. Z09 EA• �--' 0 Z 4+ �:aw .4.A � � � RADE C0�1/TKOL SHALL BE 3Y L ASE,e BEAM OSP EQU/1/AL ENT. C��/yONGA U�SrF�ICT• 7f'{ 98T'ZJr9I ► „�..a 1 ST _ L E �POTECT/O/l�` SES E�VNQTE /3 Tf//5 5�/EET .Y ! % 4 6) STEEL T�POI'✓ELG F/N/SN /N!/ERT AFTER SLIP FO,PM /S REMOVED. CON �OCfr' SOP C.Y. X969/ SAN 9Ef?Ns1TT0//1!O �OfIO, •, C) 0/,eECT/ON OF r1eAVEL OF THE M.QG'N//1/E -SWALL �E D0WA,1ST.PEAM. Q _ (1'Ais!�f/O Cl/Cft/1 NGf1, • • ..__ r )'3¢6-8/ AND SUPoL EM EN TAL, RE"PDi2T. F/CAT/O/Vlfl �i�73O - 9 GO/VST SP/LL`YAY .�Ef� OETA/L ON "4527T e4 EA. _1 —�' � I - .�i�RR`" � ._ d CONCRETE M/X SHALL �E' AS PER A.c. � s.��c/ 5ALL/ /1 GI!O. •' /Z/3� 969-27/B i �O/YST GOUBLE /O t,c •� .?l'��ERe=CAfTf�ANS •STl.�. DO/ L.F. N ___ NS , ' `� sip°�'.si��f1• �Ao�E- �vE - -- _ , 9/ C01YSl•' Co/YC.QETE TFTA/YS/T/oN PEf>I''oETA/L, oN sflEEr ZS L•F - ��r'" - 3� - •. AZ �O/YST� ro i'//l>H CA/AIM L/NK/:25 ' 41- MAID 93 - cOrYST- .•�XS`CONC• TRAPEZO/DAL C/lANNEL PEROET�!/L ON5/lEET573 -0/1 -y l8 Z = CHILE I'SOON i0dT1Q, __Cry ;9/T6'1 y ' �4 CO/YS _EART/! BE14M_90 %CO/WACTE'0� . - -- _ _ GY 9�G�o zaoo 9s$�a ® % -. CIVIL ENGINEERS NOTE . TO CONTRACTOR : "' 4 C0/V�� .CONC/PETE lyEADfs'ALL, l/=TYPE PE-f SB.C'RO. -07�4a-0-4 EQ. � � - Q. � _ � -- X //yQ11A1.Ey- .yHEEr /yQ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY - _ O FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION °OF THIS PRO- BASEG1N - E' - JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIRE- MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �'l CO/VST- DOI�BLE 7 X 9`•Q<.B PFS E�JL• Tf�ANS' .ATO... D'�l_ - L.F. -- = 82 _ �Z - __ HOURS; AND THAT THE CONTRACTOR SHALDEFEND, INDEMNIFY AND HOLD THE r_ �8 :CONST GfTAOEo_ EAf�T/f Cf�A/Y1VEL CY. - /v 300 ?8 6400 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR j - ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON- THIS PROJECT, 49 GONr Ef1F�Tf/ E/LL _��O'� - 1%4 - -9 Y 9TO0- �7OD- EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. TRANS STO Deo /7 O/YSt 72 'CMP P/PE R1A!rR W/TH OE RACK CA E �"Fe G.'r ELf �1=E 6H6ET 'Lo 6F- CWC. 752 POK SPECIFIC PETAL - 2 f r - a GRAPE " "OmY O/Y �LHN�7 G•/ /ZjVQ(l_ ��I(/VQ NS/T/O/V - SZ -._ CONST. DMHL E ,P.C,9. P.--R CAL•TRANS STD. 08/ , TR-rR,4 7x4'7-o 7X7' - _ DESCRIPTION_ OF REVISION DATE APP &--_ C0N_6-r C M•P. RISER///VL ET PER OETA/L ON SHEf_T 25 '611. -2 N 0• ___ H/GHLANO -AI�fNUE__ - y ,. - - -- - � - 54 CONST___4- 7H/CK GUN/TE T�?AP. C//AI��YE� _- - -_ _ L.F. _Z/Z_ ZJ2 �ETAf�RII�[ / Kevlsrd Qvan 4ci-}r -xo:►.N -I- -1fell rel, ==--G'O/v5T. ��ROUTEO RoCfrSL OPE' ic-A1.NorE 0 Tf//55//TJ C.Y. N,5—rN,5-r JUNCT/ON PER DF TA/L ON SA'EET 04 EA• / / __ -- - -- - --� �� /„\ AODEQ OONST. NOTE x`57 Y2 29 82 t 57 CONST. 6'STRI/CT. kV,4LL PER OE'TA/L OrVSflEET�25 Z-10, — �D9! 209! A2 C�e�ise Quantities, ConSt.Note'Gen. Note 9 t0 62 CITY OF - RANCHO CUCA M 0 N A r _STOR-M DRAIN IMPROVEMENT PLANS FOR 1 � Ro�Ecr fR _TRACTS - I l_93-4, 12044, �� _12045 - a - - - 120416 I APPROVED BY DATE q-/3'87- a 0 CITY ENGINEER. R.C. E. NO.Z3ff9 . _ or AS BUILT f-vor//rc� �• ao��EvaRo DESIGN BY� ; -- - RE�OMI�ENDEO: i - - - R.A.S Wag g- vo� ;C o En l eri n r - - 3'M-L AIRWAY AVENUE • COSTA MESA.CA IFOPN.lA 92524 • 17•14,C.•1'.67n DRAWN BY H C I . •��� � CIVIL ENGINEERING ENVIRONMENTAL PLANNING LAND SURVEYING '�""Err T • OF tfs RICHARD SCIANNI RCE 25917 T __= NOT_ Tt7;-acALE CHECKED BY. DRAWING N0. C� D T E /D1cf R.C. E. N . 83 40 7.`.��� i 4- .............. _ -- -- — - 8ENCN MARKs A - 204 -- - __. R.R. SPIKE IN S. SIDE OF PP�'1619753 E -- - - __ _ # m�__.. _ _ T _ .... ON U. SIDE OF BASELINE AVE. 395 + E. 1 �r OF DAY CREEK. - ELEV. 1319.60 I dol 7 ' � I J .................... .......... _ _ ___ _ I I ----I—' € f _ _- _ T _. ........_... _ ....... _ -- .... . ................... ......._ t ..... __ ................... .. ........ _.._... F _....... i _ i I E Q. _ - _ — { T r _ _ __ __ __ -- _ __ __ __ L -E __ = _ s I r I r f FF ..... ......._ . . ......... _ -- _ _._. . -- -...... r - i - -- -- - - - 1 - _ == ! : _ _ __ # I If I� NOTE T is. B S/�t! DE Get/ /s AS �t/ ..— ._._ _. �' V pLl�S�AN RD /Tlo/ll L 60 __ . I f d r R NKEL.I F f I AREA T BUT Y AR COtiCS l - _.. - -- - - - - - - ZQ /27' I Cp I ._._ - t- T -- - L 3 ( _ f 4�- 181. 2 °G' ��`� Xl5-f. C-1 oUND I _ _ -. : ...._... _. ..._....... . ....... .._.. .__.:._ --_ -.. _. ((` •■ �{A� �� ..__._.'7(((^____.'jf(j� � tt �rFF- _ _ E # f # I _ __ : -- _ --{ _ I - ---JO � ARI FY � u � � � _..._ -,—� ._ ....._ ''ti ___ ...�. .._.. _. r..._.....-.,._ —� # � R Cor-tPP.e� o%) 1 _ _ _ - -- I I _ _ 2�•l0 FT: S C• -- - (_ f - T EGOMPA T (50%) { -- Y ...........-___ - .. .........__. ._-- _ -.._...._.. .... _...._....... :::. / I CTION 1°17 s X ,. _--_ 1 - I = NO � E ,; / 1 aa E a - - 1 — - G 6- 711 T _F_ F¢ FT 111 f _ u ,F> 4 F 40 0. k 0 4 I I (( # {{ t ► } n ._ --- --_ N tT •- P Q I ld I _ t7DtTi¢ E. E 1 E iT �TEf_L ,K N f i # I t I HQ P`I�•► �A'Q V iR } ,(/ f _ .y - ---............_ _ --- --- _ _ _ _ _.--- __.___. 7 10 de -Colv-571 Fzx!, 16 a7 / �.f 0p, WIDE TEMP. �I - NSTALL JCo'' R.C.P. OR APPROVED C.I.PP• AL_-fERNATE � — J� EA5E ENT I r � t� 1 1` PP &�_ _CONST. HEADWALL ) WING T`(PE--CONST. ROCK SLOPE PROTECTION (SEE CgEN• NOTE N- 13 C-->HT I ) 4 3°J CONS-f. SPILLWNf P'ER DET ON SMT 24 f � (n 1 "1 _ Q F i I _ CO NST. E i�SE JO o o �- ARTH RM ( / 1 \ 48 CONST• RAD�D EARTH CHANNEL. y J lkN LIJ 1 V 4 � AS BUILT \ \� y ' �! V"0 .� IO + O2.6,e INT. a J _ � Q IQQ I o82.7 c.F S �- �`� - ,� 1 1 5. FT. L1 i/ �� BA LINE AYE VE �2 \ \ C V 5. FTf SEG, W Z q N NoRT 400 (E , D@ VINE, A; s, C ' I' Q \ O� �� �i SC NN RC 25917 DATE 4 PROP. IZ° 9EwER RICHARD A. IA MAIN-fAlt`J ERM spa Ir]°1 1171' 0 ••/ I (!�l 4'N ICS N (r-t 1 ) \ 20 1° ; —... —k — — s _ -- S._. i J5, s EN ---- ;, �. � A� .� PEG(AL O • /�8 � 151. ' e � - Z _ � � L ll,.l� �� ' .THE. COIJTRAGToR G✓!-iALL. ExE.FZGISE EXTREME. CAUYI6N 1n/H �� ��. 2:I SLOPE �� 4�� }� /� I "1\ I' -T NCHINCq OR EXGA.vA=TiN�a- NEAR `THE 41" G✓.�.V.M.W.D. HIGH 1 2�A ; °o° ° D o 0 1Z y' �,F ( t \ �� PRESSURE WATER TRAtJ6Ntilof`t FAGIL,�TY. 'THE 41" PIPELINE — - — — S '/ __ L �•L �9 00 00 poo ° - [> �fl �i V p�,U �•-/� Y� \lI I j ' MyST BE CONT INUeU,�t-Y SUPPoRTED� AND MUST 5E OACKFILLED O 81 1 0 D O o 0 c _ _ S� _ —� I �T�f IN SUCH' A, MANNER THAT WILL DUPL-IGA-TE ,THF t=X1STiNCj NOt H �CvO! \ 2'I ` SUFFOR-j GHARAGTERISTIGS. pKlo� To AN`f EXGAVATtoN I� 5=.00 00_ oO _ - __NEAR TEAS FACIL.IT`( THE GONTRAGTOI� SHALL CONTACT THE E. 17 , _ , TER D15TRIGT AND SHALL 013TA1N THEIR APPRO�l�L OF HIS 2:I o 0 0 o v oo N.o°15 35 E. 306,00 PRoPoeED EXCAVATION SUPPORT of 41" PIPES 5ACKFILL PR005-PUREST oR METHooD of tJAr_ NNCj 0LZ aOKINC:� UNDER �ti�� QO ����• t? � D o 0 01100 t 6"brow P it ch \I � � � ( 11 p (' r 41 I E �A- FT 3 ROCK CLASSIF,IGATION o !3E ,I Q �ti ►i\ 2;! }5Lo E >nJ @ t /• Min. {� S, NO. / \ P. Q N- _ 0 2 BACKIN (18'pEE ( o nti v _ Z N _� / I o� V .Q FT/SEG. �u , t� Iii DESCRIPTION OF REVISION DATE VD N 00W 800 W ( MAX Qioo 3 4-7,1.>.O F.S. 1 R Q 0 ,.,, N <0- 0 /FT �R'!�� 40' G o �T; �� V` ' REv/SFO BERM l?//OTflS /2•/5 82 M.4/iYT /N BERM V = C0.1 F ../SEG. - T / N 4f//G (M/N.) - �- o p 44 �0 = '-�• 3 �� I _ _ ' Q Add Brow Ditch lNevise Const-Note#3,e) 91to•62 0 Q l}W �• � I � W I ,� / I ; /6 —CITY_. RANCHO CUCAMONGA _-- 3 ,0 - , „ -�- STORM DRAIN IMPROVEMENT PLANS FOR w l I �`�."� ...� .�__ N.. 'O .45"E r �'�- `.,�,_5---- L 1 � l 1, � \�•———-'� , ..� NORTH ��Q_ �- - -� `, ,� � ,..� -- \ TRACTS 11934, 120442 Q 1 L � � ' r _J I 12045 12046 �- �Z I Y 1 � /� ► (�'- l. Y .J APPROVED BY - DATE 1 ; CITY ENGINEER• �' R.C. E. NO.Z3��� � cp I / DESIGN BY: M��DEDS '.or . Jr06{AIRWAV AVENUE COSTA MESA.GAl1FORNU 92p2. • (111)6110177 l ( Qk DRAWN BY: GIVSEWCIl1EENwa EMVIRONMEMTALruwllNo u�losuMErx6o SHEET 13 LTZ OF FIF O"__r T I-F FFT F-F I Lv CHECKED BY, _ / J� "r��' r:j'--- DRAWING NO D AT R .C .E. IN 0.sV-lO J. N . 3156 3 .. ....._. .......... T— ._.......... _ _ _ _____ __- _ _ __ _.. _ __. ___" ... __ __ _— .. .... ... .. _ .... — "_— .. ..--_- _— - - _ ..." __ -_ .... ... "" -_. -- -— - _. _ .. _ --- .......... �.._ _ .......... _ .. ... _ - ......__.. _..... .. ._. _....... ....__ .. .. .....__. .. .. .... .. - ...__- - ____ _____. ""_.. .__..__ --- - _____. - __ - -_ _—-_. __ --__ __— __. - - _ __ _ !! qy r - N H MQR 3`7 __ - - - - 8E C K _ ..._ _ - _ _ _ ___ _ _ _ -------- --- --.... _ -_ __ _ ..... _ ..."111,11, _ :... ,, . _. __ _ _ 1. -P.R. SPIKE IN S. SIDE OF PF��1619753 E _-_ --- _ _ - - -- - - _ _ - _111-1 ON N, I F A �. ... 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THE 41" PIPELINE MUcoT E3F- GoNTINUouSLY 5UPPoRTED> AND MUST E5E- BACKRILLED IN SUCN o. M ,NNF-M THAT �-' //(/sTsILL S/" ,?C.P WILL DUPLICATE 'rHE E,c ISTINci SUppoRT CHARACTERI✓Tics. PRIOiR _ �' /iK5Ts1LL 1W Re-10 TO ANY EXCAVC.-rlOM NEAR THIS FACILIT`f THE CONTRACTOR SHALL C`/ CO/YST. �'1ANffOLE " , ' i? ST,o. .s/O CONTAC-r THE WATER DISTRICT AND SHALL OaTAIN �11 NOTE .' ALL UT/L/TIES M115T BE PROTECTED //V PLACE BY THE CONTRACTOR OR _ THEIR APPROVAL OF HIS" _Ptiopo4bED ExcA.vA-rloN� _ PRowslONS MADE W/rN THE 11volvIoLIAL Ur/L/TY CUMP.INY TO R�Mm,=_ (3-- CorYsr. MAiyfrOLE .iiy �T? sro. sig . SuPFoR-Ir of 41" PiPE� 6ACKFILL PROCEDUF�ES � OR \ AND REPLACE rNE/R PART/CULAR LINE OUR/1!G CONTRUCr/ON ��,, �-- COiYST. BTS/Cfr Of /'7OFPTfIT� �LL/G �2 LAYET�S'J 4111 PI op OF �AGKINc� OR �oR1Ny UNDER Q, � -� MIMI. 6f?MZ2 ' /1YLET�F� OE7A/L O�Y�f/EET o4 41" PIPE. • � . 4 91* 2 �- co�vsT. �Uy� sr,QUCr. a �E� sra sow ` 3 `v co_ c' /NSTALL /� f�C. y Q / NOTE : o. 6-, / �(, / I 'V SEE �RAVINq PIAN-CR. 12044 FOR o.�. • Y ���, LOCA rloN (::?F: cd' t?VG. PRA1N PIPE �� . �p � \ �_-# , / / I I ,`Z� -P�, - "" z I �/ / ��i- )� // q L� / / s_. - ,<0�q SEE .5- Z - - 4 � f l� I\ i 11 , f 8 0•A 1 / 1 �ti � � --� s i� II_ 30 o / I � I z ,�� E / / ��o�,� �--9. E► LN b I v l / ��'o�eAS BUILT _/ , �` �� o ,� I �A G� ,�E, y �� �� m I — X96 --NO r&_ T• CTOR 5,g44A PRO vN) `�f v (�I Z��G � �` ` ` U K TiP. ,�9NDRY. •I .f � C 3 /� ; li A7,o41,VA/,V ATAlPOR R A•G' PA � I _ 0 11 _ O _ UNT/L /N TERS,�'GT/ON /S �?E'PA VE O _ -- Ff1• � I I l \ ~• / I AAS . !'�` BY OT,yERS. V O ') I °j 3'35 a- _ 25 fi l � �) � _ •, - _- � p / ,. - _ / �• � ; A_ 11 \ k� RICHARD A. SCIANNI RCE 2591 DAT I I / I ''I / , I I I / I D� 10 2w"X2lo" TE / \ i 22'PAp�l_ ENW_ • � •I1. /.- , 3��I / ) -/2;5: r'O.ELEKd!2 .97 / ( ' '� ,A/�1� E l?,�S 33 �T 1 r---- -� i / / P 'Z I3 E d v— �� 5 r . I- ""',�. , �'.f '�'m " ^-jam CD �t� 0 / --�- 2 .�--•-- its__7 \ Nl PR r2 l �. I ( I. 7�6rj Q + ( tJ /�/•B2o i p /R 1 ��..�.�/ .S�.��� \\ ,y 18 / �, �! O 03 /¢ E I � \ �0 G 30 k9 P1P �LZI ' � / I L', - r2 � � � � N x2e"� 5 I I I ti I,- I v �' �fl �/-) �.� E 20 ,, ,Q,Q�E 3 I -.1 � �: /2 I / 2 to / -. -� ( / / �/ /VOFf TH� l_ I ---- i2 _j I" w / 1 . I � \ L P , . /� I - __ _ ' �f�_ -- \ I k' ,� /� �i NO DESCRIPTION OF REVI510N DATE �D _ 3 �-� may, ( 22 F'Al�E�1,, / . ..SEE SHEAT 2 ` 1 ti�i. �. --� � �Lw \ o o �? � 6) I 23 �- CA I I .11 -,�-:� � - / // . f? - A/ . ! f- -t \ / �� Z —� sem- 25 ) W I ( �/ f.I- . :,---- I . ,!tA,q / ) 0 I x I I o �� ll �� -� l (-� / , I � CITY OF RANCHO CUCAMONGA i I ,�—) / 2 — - CAUr1avy' /X x �1 •v�Po' A,� �o� E X I �% � I �.I'rsrl Y�2. BNORY. / I E,rrsr. I / STORM DRAIN IMPROVEMENT PLANS FOR 151 %' 0L I [iERf�EA�_�Z OLI I E' / � '�� " ,o , ��,T , Z/rY�- -- ��- . o• r-— �, I �. �Ga�� I Isr�r�c. 1 / P 00 R �. -- 3I frE-/G•yr r X % / � �-- / I TRACTS 11934, 12044 G / I / / I I x E�� , , �, �! 12045 8� 12046 _IGCo5.�2 w'L�_-rQ__-----. CL1RjVZ- OAT' \ �- �I� ri ET1W2.NDA AVfi_- ----_ d R L T � p u _ APPROVED BY �, / v DATE 47-/3-0Z v � CITY ENGINEER= )h� ' R.C. E. N0. 238��1 O, /O oov' 0" /82/,OD' 3308/' T6S8lo' a W a .SCALE"` I,•s 40 �•pp DESIGN BYj �/ j: R�,�DED= B �v34 Z�,. 709rOO'� 498.52 260.22 2S • � 6 � Q 5. .tet:G � as G En oer�ri ® !'B4i 4RWAr A441A CC67&H SA,C.&FQRN4%2&M (7141M',- 0 Awa O 4.47"44" /0 00', 58. 92 , 29.46' 9 DRAWN 8Y: �� GVE ENWNEEi6NG • ENV.pNM(NTN rEMN111K .,, .wo SHEET �•t'` u - IF/?.--- _? OF Z6 D �° 45 '20" 704.0O' 33.86 ' /6. 93' V qW 0 E ¢/° ZO" Uv'" ¢5 00' 32��' /�. 97 ' 35 CHECKED f/f>!F. Y DATE 2/o '1`— OR' NG NQ �q ,�� R .C .E. NO. 8340 ' 155 D � y J. N . 3156 I � I - . I I I - I � " i � . I � " 1. 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" # � ,00�q--4- - _ ,,, ,�% � I I - , z �� N 11 ,\,r., 1%k _� - ;;:,:�_ . * t \I. I I I , __ - .1--_-:�---_, q , --'$� � 'I -11 - I v", I --- I �/ % / \ %� \� ,� N - I I I -) 4 ku N�. _,_� ;� I / 11 2 ( I I K % 4. Q( ,ql , z \41 I Keyiee-Alignment Of S,.D. -Thru underpass', Lltmlts, 0-f 0 I 8 z I I-- <1 25 / I . �A . ,I la ( , , \ ) I �& of (jo5o p), Sipccial 1�aakfill Notes .\ k-. . * . I � I . I-, 5--c- 1 1 1 , \ % < K , ( I I L� \ � 11 oc- -) I .m �% (A I � \ e < " /1, - \ ) . % I \ \ � /'-,. : / ..5�:9, 1 .. e_a� " -� .11!Z .. , �`*�">_ ( 0 �0 it. A � I . ; /I... a I CITY OF RANCHO CUCAMONGA * 1\ , 14 1 \ \\ t ) f / I40 . . X14 . ,�. � ��, \ '\*'� ..1-1 / . V� . O� -, , _,l - ...- 4t . �� \ %\\ . __ \11-1 ,�) 0 1 A� ,'�l tf, \ �_111' - (___1__� , *_� llwallr.l 13?1_�1;2f_;vl:�� STORM DRAIN IMPROVEMENT PLANS FOR 35 1 . ,q� �k 1�1 1___�__ 1-1 -,,----__� - �- -, lcwaR - ---- . ____ _�_ll�--,, I I � I ­ ..V ) ll� 'I �l - _;�p A r17. _ __ .9 a TRACTS 11934, 12044 5. V .. .� I 7 ,/- .._:e/ %. .0 . I ___,c - -- /*%/* /11'_?�� ,st, 41!�� ,v ."Ir '11��.r .4 � 11100''' . ___�____l - I � �; 12045 a 12046 � .e-.- '', , ,, , .1� _"-e,::�� �4 . I , . I I - Id a IF z r I I \ ­ )=LICA151A SrREEr APPROVED BY %­// DATE ,q-17-PT- I _0 33000,32 " ' d-o�s.'a&l' 372.17' /,9/ 41 ' - . I . CITY ENGINEER :(xq� 17 R.C. E. NO.'?-;9917 I N � I I . I (r) 0 DESIGN BYI -n &4 A& ' NDEDs I �� , K. , If.". r . 'It' 4� ASBUILT I?A.-5. /Kzz 9- 2W40(4� AW, c I E in' tLentrot L �9) , , N m El 3%� ­­ AAN UE - C'-`WS�ZWZ�7 - 17,41 64 1 4777 - . . If. �j DRAWN C, EW.AWANNG - EWW"A"IAL PL"NW4 . LUC*UftjywG SHEET ��lj n9 - a . . 'S 1�q - . - - - - S. 16./F \) . 11 \ - 11 4 OF �?6 - "I v�__ - 1�5 1 1 1 1 a I IT ii���� 4�� -S C4"� //-/-,g't I d -- I DRAWING NWO. k1l,1 Z7�3 �-�O��I /A:� 'j, I I I T§ I I �l ! 1, I I I ,I I i I 11 I I I I � I , r_ " . ; A "' I 11 i CHECKED BY: - P_ A=__A�� L 0 RICHARD A. SCIANNI RCE 25917 DATE ; . "a _____ _____ . . _____ - ___ _____ ___ __ I //&/I:- D A T'E 01_.?11d,W R C .E. N 0. 8 3 4 0 r 5b 0 - - - I ' . I � - . JA 3156 . _ _ � � I I � L . ............ _--------- ........................ ................. .... ....... -------------------------= am: - ------------- r7 .......... ............. !EgBENCH MARK I3? ....................... .......................... . .............. ............. .... .................... ................................. .............................. .................................. .................. R.R. SPIKE I N S SIDE OF P P 1 6 1 975 3 E r 395'l E. .......... ............ ........... ........... .......... .............. ........... .................. ...... ............ ------ .............. T t R-1 OF DAY CREEK. ELEV. 1319,531 ................... ....... ........................ --- ........ .................. ------ /TA 71 ll� _AF ........... ................ ............ m 1 L ------------- ------ ............. ........... .............. ..... .......... .... ...... ............... . ...... ............. ji 2'� ................................... .............................. ........... yq .......... .......... ............ .......... —------ .. .......... —--------- ........... ............. ........... k 12 a ................... .......... ...... eT .............. ............ ................... ............ _-.L.kN. =-A, ........... ............ ............ ------ VIC ............. .......—— ------------- -- ....... ............. ............. ............... ................ ---------- - ... ------- ............ ... .............. --- ------- ....... vw .......... N .......... __ __ r ................. -------- ---- . _ _ _ ............ ............ ......... Z�X /f cl RIO, 00�5016V i I I --- ........ ............ ............. ...... ----— ........... _N! ............ ........... .... ......... ... ........... .......... ... .......... 4 Z4 7Z .................... Ila p .......... ................ IN qykLIL 3?-. 1 L F. R.' I .........------- ------------- ----------- 4 E Cc I Ll� 4 Lit.- L41[.(e5 I R. P. All A/07 217 V A _00". 5011TH IC MRIA , WIA10ROWS LOOP ZINNIA FT/SEC. I -51-wz-7- Xy I _4 w 57 00 N.. "q 00 lzlz�l -P 4�2 X 4; 2 lci- 1'5 4.37 1325.50 rL_ 16R.C.R do 'N'll /eq 53 % , !f \lj zIN.6- A 0 \At kv le, �p�i /,� x ;P A �OVP 00 - 6) '3812 31' J\JE GPA r E E A lot10-• 21CoN . ?�'��s RT S cj� 11 + 89.31 - (P"&G _ 4-4-._60 .. A Z 6;'A t ---r- .5 W 4?_ 9' \I ll .6-—15 4.15 T. .3-0- -7- 1330.1 49 11W.— /0 ' —/2'�`✓ _ \ SEE ��IEET 6c Af 17' 1 _z_ 30 _f/ .1NF_A A A v IN-1 X -Z j AR I-1A '1A//*1/ /3 V --� �� e •� � � IllLl � �01 4 -7,X e �. � N 5 0 0. .� \ d c vs \3 $ IPS _ NO. DESCRIPTION OF REVISION DATE APPVD P/l/VE C r - - `� , ti 5AA7,3,ERA?,)`. 8E6 01VIA C r ASrER Cr. �=V(71-1%51A C T, 0=5 r %% o Xu IT �9 C6o�qV,e- OA7;1 CITY OF RANCHO CUCAMONGA z .4 /V IvorzIF.- 'IN57W- l_ el 41 ?C STORM DRAIN IMPROVEMENT PLANS FOR ?d4� =7 2 0/'-.0a 2596.00 '�ll al ' _Axal' (W11V5r,4ZZ TRACTS 11934, 12044 O 3'0859" 300 00' M�.4`f ':A?lfR 12045 a 12046 _y Xp -qaa4 aa Al ry 199 d'4_01-9 41a �0/VST eV��A 7-,6_ A67. 0//a�17-24 CONST .,,VNC 5TRCC7- ',E' 508 APPROVED BY DATE CITY ENGINEER . R.C. E. NO. ;,FYI DESIGN BY: R� T DSRA.5.AS BUI DRAWNBY, CJV%EWaNUNWQ ENWOOO&WWAL P-MONW. . LAND SVIMYMG SHEET jaT OF CHECKED BY- DRAWING NCt r I F-7 RICHARD A. SC AFRI RCE 25917 DATE ylf DATE"w1ax R .C .E. NO. 8340 • J. N . 3156 —_........ _ ............ _ _ - / BENCH MQt K .. ......_... R.R. SPIKE IN S. SIDE OF PP* I6197 S3 E . _ _ _. ON N. SIDE OF BASELINE AVE. 39 ........... 5't E. { OF DAY CREEK. ELEV. 1319.531 IN - __ : _ - + .......... ... .. -. _ -_ � _ t 6 i -- - - _ - E - - OF- C' __ ._.. : ... .... ..... _. .. _. ._. _ .. .._. ._: Q _....... .. . .. ma F — 6 tyy - -- ,� I t 0000 a . I , .. ... - - - P - I: _ I _ - - - - f �. _ . _ _ -_ 3 5 - _ _ _._ I - a - i � _ r g E. , _ - . t :-: - lK v - :: _. • 1 _ ... _ .. .. /f I'� tt �' __ L. '_ _ _ •_Y'_..t . ! ../lam T Y •T' f Y00 ___ ...� -- _ - _ - -- - 1' 77 rl Gr- ............ 4 _ _ _ - tr—r.— t t- 11 JA I ---------- - _ _ - __ - 44ly /8 OA?CP. (17-50W ... 1• •'rte� .I.I 4 7/VsrALL s �� �Q Q . •• :,.•• •• •. Ar �S , ,lb �� --- //Y.5'T,1LL • _'' ••. • � � t �� / 26 Ca�Ysj' Colli/ .eAS/N NO. ! P.EFp V2 SOZ ` / Ca/YST. 641e / 815/N 1110 3 AZ -.I/ . SGV • • �--- Co1V5T. .Il//✓lT/O/Y .sr/fUc/& h B �E� sro. SOB 100 •.N' - •' Z �• <� �� s�F �, 3� carvsr /�fA/YIIM,6 .//`l SER -.5;/9 -.511 . t �" qu :. I I . �• 3� w � , �N N AS BUILT T. 0 • rult x f... ..: w \ {Z�� 0 RICHARD A. SCIANNI RCE 25917 DATE 141 zj q Cs� Re ��, /z-•� = 8 NO DESCRIPTION OF REVISION DATE D N 57 A.� -� •, gyp, � dR� 8 Ste' •t x� � ,Z•� ..�� _ - - y�3 •268 I � � lTOP 6'l�Y�ITEl� PF�OP � -SEl�YEf� ell V 0 O�. ..r F RANCHO CUCAMONGA C '9�iC/ � ;r/Pd PLACE ��a�� � 3 d A0 CITY `r STORM DRAIN IMPROVEMENT PLANS FOR � A. PV TRACTS 11934, 120441 12045 a 12046 A 60°3.3.28" 90 00' 93/8' 3228' Z3 o.'qAl Z.5el ' ?669' •e9. 0/' APPROVED BY DATE �•� C •¢S°/2'f5 ` X0900' 322.68' /7027' CITY ENGINEER= R.C. E. N0. D /l°20'30" X09. 00' 8096 90. 6/' DESIGN BY,'. Ad FLt�O�tIME- -'?A--!F . /K2Z g- ;;�wow4et az CC-1 NDEO= 2.+ c / /24. 9 3 v- 4RWAr AANUE C0AT*WSAGKIFt)RRW 9" I714l04,4117 DRAWN BY, CIMEWWNU11WU ENVMow.ENtK.E.w Eaa081011.W. SHEET T, VIA n0 ✓Rrt' . '�� - 6 OF 26 le� CHECKED BY. ADRAWING Na H'ff. DA E 27 R .C .E. N0. 8340 a 4 J. N . 3156 .......... .... ........... .... ...... _.. . ........_ — �=- . .............. LL . ..- _ .._._ . _ _ _ ... _ 8ENCH H MQ# K S _... ......... . — 13? t - - _ 7777: ' - ON N.. SIDE OF BASELINE AVE. 395 E. ..... OF AY CREEK.• D - _ — R ELEV. 1319.53 _ - tr - Q ?° _ - _ ............ __.... ..... ....». _ ._..... lit- Y � ¢� _ E o� r -r • - . t ; Ar a _ t } 31 p1 ti 4 t # • - - - s . .. .� .... _ _..: ... -.._ __. - -•. -' !. �/J}.lf---� _.._ ... _ .. � � - t. � —.. —_. . _ ...: - //jam' - � � ..•L/ .. _. _ � • � '.(\�\� � t t + _ _ Y a V ��. ._... .. - -._.__ .:. ...... r .. - /.-1.......... ....�/�Q Q.. .... __ ` ., p- /.,' ..___ ,. /.�{FE.J�.I�✓. ...._.... __ }jj...... .. . .... ...,. .. }4$ / / J' Q /f Q �t �]�� 1 - � -- - - --. _... _._...... �. .._...._ _........ — __.__ . ...... ._ ._.__. .._ .., __.__.- ._.... ,.... _... ,..,.. .... .. _- __.. .... ____._ : _..... .. .-. - ...F...... : _.._ ...._. ___ ._ ,.�J Y�T}�4 f•. T fi.�P� �i�' �t+,f. � i t � 4- � t � _.._ _.- s/ ��G L�v� i• �lV f�•C�• t Y"�Y �/ } r �1} � N _ �? 1 ! � ..._.. _/ L {T' {{ fie,/ T"� ' --_ — 'ts - �r� -� 1 _ t L ------ - i s # € j t # 4.S 46 47 48 49 SO ,JI A? ode AS BUILT Ao � }4 RICHARD A. SCIANNI RCE 25917 DATE 04 1 P f • V.� r o r • . o9 JZIL � �.� s:►-� � �. �,�, � Q,� _• � �� \ _ �� � � � � \� ASN - . `o ;9 PO4 � Olt a (� /Nl__I so • L \ r ?oa�z �r �I INir A-7 If o6 P s - -- - �YQ2 "IV 1-51 Ll' - I , IleO O '' . •• '` :•_� j -- r'�1 , M "�H. l ' 'n• '� e7,0. *4--m �� ��� i3 Z' .. �� of pZ//VZ 14 �5 N. 89'/3 07" y� ••'' = • ' �JZ'w- 11 z �. . loo. m¢ �, ��� •••• �� E = � L///E__L� F.HAMPyY,gTER o Al w- 56 too. �.� . ol &A11V wE�� .– a-y ' -~ s- — •� -E - - __Nps ' �.•; t ;,t . _ r DESCRIPTION OF REVISION DATE APPVD syEr�r 6 o�T e VIC7a 1A ,��rvo�o_�� a -moo ,,� 8�— � •. -. ., �. ... - . � y • • ••• .s / �•� y l 7 a to •r 3 � u' �. �, Q /DENT/CAL ••::: -�� CITY F RANCHO CUCAMON A C 0 G irvsr,Z«/ STORM DRAIN IMPROVEMENT PLANS FOR 7 / l'4LL 6,25,n /p B _ c///--?vim' DArA /f J9 SSA« 66a TRACTS 11934, 12044 r- a > L T V5,V,/z SBF' �c.� 12045 a 12046 66 . 001, 3 48. 4 0 /82. 79 16 CO/YST. CATC�1 BASW /YO. / f'EF� sTO. SO2 SCALE I O 8 62'S9" 3 9/. 00' �7. ¢ 4 33.a/ ' CO/Y.S�" ./UrYCT/o/V . Tl�UCTU�E B BEF� .ST.o SOB APPROVED BY o� DATE Q'-/J-,0 Z G " ., 53/•00 ¢/. 55 20. �' �—' COivsT. /yffNffOLE flX SER sro. s/O CITY ENGINEER R.C. E. N0.7;Q�� 33 eVIY-57 1%4/Yf/OLE' -,,W PER - 0.. SJJ DESIGN BY: Q R M NDEOs D 3�' / •' 3/. ZO ' /(0. 25' ��-- CO/YST._ Bf�/Cf( �` M6?,?M � AWa (Z LAY,el�sJ �P.A.S. J �'S. . .r ¢3 5.00 K.. ® IAC cc . I me r;rmA E ,'-::> 'V / " 70, / 1,36, BE MRW/l AKNVF CO6TA MFS/U IF RNA9MN .10.t�tll v ti 3/ - DRAWN BY, CME GI ENNUftW. ENVV*ftWNlAL.AMMMO Low Bunn"" SHEET OF CHECKED BY: DRAWING NO. cel DATE R .C .E. N0. 8340 J. N . 3156 . t . ­..= _....... ...._. _._... ....._ .... ....... �..�.. _ _ ...............__ . ......_ N N M�tR ...... ......_. ::.... ..:.... ...._.. __ - - - - - --- -�-- _ - : - - - - - - _ _ t _ R.R. SPIKE E IN S. SIDE OF PP 1619 753 E . SIDE 0F BASELINE AVE. 395 E........... . ... ONv :7 _ - :::: — .:::: . - CREEK. ELEV. _ 0. ___ _---.. .........: _ _ _ _ - - x © _ .... . .__ - __ __ ____ _ . _ __ . m _ _ _ _ W _ - _ c , . - - ................ ........................ .......... ....... ........... ................. bv= 114 . .� _ - a -+ - C • ' f 11 •/� t �• _ - - �,. IIS # _ _ �q - II _ - . . .. � . ► t _ _ - - _ # _ - ----- .- - _ _ r -- - kil I -- - - -- = - _ t • �+ . P P 4 i•�� f .. .. .. . .e ... Lr __ _ _ _ - _ - • _ "� T - a # # # ......... f(} }f{ 1 a , /jam _ # - Frr / p '`. - d - ,1 ..... -_ K - - ?�_ - 111 _ o pj �t r .�r' �. A - # _, • __ ___ �s z r ° `�' ) ..e ._ _. .._ ...._, .. N - t - z 7 — orr r E a , / a r c E c hr -- _ __..... _.. - `c- x` - - , - P F/ .SQA '• :_ . .. _: _ _ # .� IlaI # I ' Q � ��e _.� - -- P/Z•'f"= l�E . l�A : - # # t � � )�,.P J��• � s6 S7 S8 s9 60 6� 62 63 6� COrysri�l�cr�OiV wOrEs� °• 5 - ./N5Vr4ZZ 48 H Frc.P ^_�. .'';�'� -�� (� ��'• •� _ /9 INSTALL 36" .QC.P . INSTALL 24 �.�, (� _ •f �-- IN5rALL /8 Fr'cF' (� Q, G, , Z� v CO/V5T CATef! BASIN NO 9 PEFr' slO �Ost P, _ l v� CONST /fANNOLE ./rr PE.? 5T0. s// _ _ 3 (� CO/Y5'r. BfT/lam r� �Or�TA.Q PLUG �2 LAYERS� ,•' � *A y s -s�F Rom o � y c67U� -- Jo ell A E � %L � %� � ��� � L off' �.'� o / 5 < � � � � N , AS BUILT �• {� � � ..� ,'.f;� �� '"f �• � .,O 1. •.' ;• ;••"y►�'t _ � J rte... RICHARD A. SCIANNI RCE 25917 DATE It 8�O" r G s �"O.. _ •75 IgV� ` X3,9 ELE!/ 5-= i378•� r It, NO._ / �°�Qui �� a�' NO DESCRIPTION OF REVISION DATE 'D VF 4 So G.� �. �V .. � Pjf� r ►�.,, 40 00 60 CITY OF RANCHO CUCAMONGA w .. o 19 Id 67-LleP' +•r �::� ,. vov 7, - �1zS° °� s s� s�9 STORM DRAIN IMPROVEMENT PLANS FOR c�R Z- 047X ; •;.. '`'' v�crD�/�I W11VVA , -S . TRACTS 11934, 120441 1 46 - 12045 20 / 0 ?X 04? .-17" S3/. 00" ?XYfiV' /3 !76` APPROVED BY •� ail � DATE �./3-S Z D , 9'00 �00" ��."00� .�P63` /S9A` CITY ENGINEER R.C. E. N0. Z3�9 RE E 0.3'33 SZ" 4.4.-aa 3A ZZ' 1798` DESIGN /Y= �r cC-4 Ev�NDED= • r R.A.M. C E� aerie J'Bbi AIRWAY AVENUE (;()6TA 11E$A.(I.LIFURNN 9162{ 11.•1 MI.>)t DRAWN BYl - CIVILEW.MUN1=f • ENVNONEEENTJK N.AWONG EAaO.IMv(vW0 SHEET NJ ER. 8 OF 2� 4 7 CHECKED BY= _ DRAWING NQ Ar DATE /' R .C .E. N0. 8340 J. N . 3156