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HomeMy WebLinkAbout1111-D r BM NO. 92-9 ELEVATION 1478.028 WILSON AVENUE AT THE SW COR HIGHLAND ! HAVEN AVENUES. SET BRASS DISK w IN TOP OF WEST CONCRETE WALL OF DRAINAGE CHANNEL AT CHAFFEY COLLEGE ETH END OF 4 WEST OF CENTER NE SOUTH FEET CHAIN FH OUNDLA ES OFHAVEN AVENUE AND 146 t FEET SOUTH OF CENTERLINE OF HIGHLAND AVENUE TRACT � LEMON AVENUE SITE laiTy OF RANCHO CUCAMONGA GENERAL NOTES `` HIGHLAND AVENUE CONSTRUCTION NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECOUNTY OF SAN BERNARDINO, CALIFORNIA 1FORE DHERANCE TO THESE STS FOR PUBLIC ANDARSKS ONSTRUCTION -AND SPECIFICATIONS.�T EDITION. CONSTRUCT MANHOLE A PER CITY OF RANCHO CUCAMONGA THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE 19th AT dt SF RAILROD STANDARD DRAWING N0. 510 STREET 9 CONSTRUCT JUNCTION B PER CITY OF RANCHO CUCAMONGA 2' ALL PIPELINES SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER a 2 STANDARD DRAWING NO. 509 POLES, METERS,. VALVES, FIRE HYDRANTS, ETC., WHETHER SHOWN OR NOT ON THESE PLANS, WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT m o AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, CON "w E RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE 3cuclwelli AWING CITY OF RANCO CUCAMONGA. CONSTRUCT MANHOLE FRAME k COVER TO ELEVATION SHOWN 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 4 t— ON PLAN PER CITY OF RANCHO CUCAMONGA STANDARD HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DRAWING N0. 512 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ALL STRUCTURES DAMAGED DURING CONSTRUCTION SHALL BE IC I N TTY MAP CONSTRUCT CATCH BASIN N0. 1 PER CITY OF RANCHO IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE ENGINEER AND/OR V 5 CUCAMONGA STANDARD DRAWING NO. 502 OWNER AT NO COST TO THE CITY OF RANCHO CUCAMONGA. PER-STA1N18ARD-ORIIWING Na 518 CASE W. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA a,—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w 13118 1� eemqfw" p" ow Rep-e-- 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE N H' .CONVENIENCE_ OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN N w 13 CONSTRUCT 24" DIA. RCP D-2000 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. a ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 14 CONSTRUCT 18' DIA. RCP D- 2250 SPECiFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE WINE CT. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. F- S R DRA N 15 TEMPORARY BRICK � MORTAR CONSTRUCT 18* DIA. x 2 FT. PLUG k INSTALL 8• CITY APPROVAL OF RESPONSiBIUTY FOR THE PLANS CORRECTION OF ERRORNOT RElJEVE AND DEVELOPER OMISSION a DISCOVERED DUPING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN CONSTRUCT 21" DIA. x 2 FT. STUB & INSTALL REViSiONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR BRANDY CT. 16 APPROVAL TEMPORARY BRICK at MORTAR PLUG 17 FREE AND ORDERLY STATE THROUGHOUT THE CONSTRUCTION. SITE SHALL m CONSTRUCT 24" DIA. x 2 FT. STUB h INSTALL 9 BE�q FAKED UK SITE PON REQUEST 0�THE IINSPc TOR.i.ALL BE IN A A ��• I{A�� SEMILLON PL• TEMPORARY BRICK & MORTAR PLUG o All STORM DRAIN PIPE BEDDING SHALL BE PER CITY OF RANCO CUCAMONGA 18 FUTURE CATCH BASIN NO. 1 STANDARD DRAWING 513, CASE 1. -- (NOT IN CONTRACT) 10. CONTACT ALL UTILITY COM?ANii-S AS RECIl11RM, 48 HOURS PRiOR TO �p• EXCAVATION. J 19 CONSTRUCT CONCRETE COLLAR PER L.A.C.F.C.D. CABERNET w STD. DRWG. 2D-393 GENERAL TCLF?SONE (800) 47.2•-4133 p Z FOR UNDERGROUND SERVICE SHEET 4 CUCAMONGA COUNTY WATER DIST. (714) 987-2591 9641 SAN BERNARDINO RD. ^4 RANGIO CUCAMONGA. CA. 91730 N # 1 ALL ?i?E IFNGT"r!S ARE IiOP!ZONTA'_ PP.OJECTIONS (NOT TRUE Lf14G1iTS OF 1 ?;?F). THE CONTRACTOR ShAL_ DETERM!NE THE TRUE Lm4GTTiS Or PIPs::. 12. ALL PAVING CONSTRUCTION SHALL BE PERFORMED IN ACCOP.DANCF. TO Ti{F.SE Z ORVIETO w PLANS, THE CIT`.' OF RANCO CUCAMONGA STANDARDS, AND TI!r CA!FORNiA w DEPAP,'IMENT OF TRANSPORTATION STANDAP.D SPECIFICATIONS - LATEST a Cr TRAMIER C L:DI110N. m STANDARD DRAWINGS _ ESTIMATE OF QUANTITIES v ITEM DESCRIPTION QUANTITY UNIT REMARKS CITY OF RANCHO CUCAMONGA BARSAC PL. 1 MANHOLE A 9 EA STD DWG 510 2 JUNCTION STRUCTURE B 9 EA STD DWG 508 501 CATCH BASIN INLET F- 3 CONSTRUCT MANHOLE FRAME 9 EA STD DWG 512 cn AND COVER 4 CONSTRUCT CATCH BASIN NO 1 9 EA STD DWG 502 502 CATCH BASIN NO. 1 5 INSTALL INDEX TO DRAWINGS 76 CONSTRUCT CONSTRUCT N 9E DDIA RCP 193 IA RCPTE 50 LF 1 EA D 00 2D173.3 . . 508 JUNCTION STRUCTURE A GAMAY CT. 8 CONSTRUCT 36 DIA RCP 612 LF D =1750 9 CONSTRUCT 33' DIA RCP 293 LF D =1750 510 MANHOLE "A" 10 CONSTRUCT 30" DIA RCP 225 LF D =2000 CONTENTS DISCRiPTION 11 CONSTRUCT 24" DIA RCP 710 LF D =2000 512 CONCP.ETE RINGS, REDUCER AND PIPE FOR MANHOLE 0 12 CONSTRUCT 18" DIA RCP 369 LF D -2250 z SHEET NO. 13 CONSTRUCT 18" DIA RCP STUB WITH 3 EA Z Ih - - BRICK AND MORTAR PLUG SHAFT, MANHOLE BEDDING (CASE i) zCONSTRUCT 24" DIA RCP w 1 TITLE SHEET 14 BRICK AND MORTAR PLUG STUB WITH 2 EA 513 PIPE BEDDING (CASE 1) v w - _ 15 CONSTRUCT CONSTRUCT 21CDIA RCP STUB WITH 4 EA ONCRETE COLLAR i EA LACFLD STD DWG 2D393 516 ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES. 16 CALLAWAY PL. N 2 PLAN & PROFILE LINE ML OTAR PLUG 3 PLAN & PROFILE - LINE M L- I L.A.C.F.C.D. PHASE I (TRACT NO. 13117) 4 PLAN 81 PROFILE - LINE ML- 2 2-D% STANDARD DROP STEP 5 PROFILES -CATCH BASINS 2-D171 REINFORCING STEEL 2-173.3 PIPE SUPPORT ACROSS TRENCHES 2-D213.1-.27 "D" LOAD TABLE FOR RCP CITY OF RANCHO CUCAMONGA TRAC T NO. 13118 (PHASE II - TRACT NO. 12873) TITLE SHEET ,oQ,p EF SS104� STORM DRAIN q APPROVED BY ` DATE 77 CITY ENGINEER R.C.E. NO. 2 3 17, ' SITE PLANNo. 12 83 DESIGN EDI THE OFFICE OF RECOMMENDED v Ff10 K, s� clvty P B.j. DWIGHT F. FRENCH, INC. '9lF Df �pL`,F��� DRAWN 712 N. DIAMOND BAR BOULEVARD SHET �_ DIAMOND BAR. CALIFORNIA 91765 B.J. (818 321 (714 594-2943 OF 5 CHECKEDDRAWING NO. R.C.E. NO.� � CITY DA FILE NO. D l s , I , , I ; I A Na 6_EVA1 N 1478:021 i ISW i�11T tHEv� A S.ISE elt�ss D'Sk IN TDP OF WEST CONCRETE 'MALL OF DRAINAGE'CHANNEL ll -- t . - I ►� ! k I { t SOUTH END OF 4 FEET CHAIN LINK FENCE, 44 FEET WEST OF . BOUND LANES OF HAVEN AVENUE AND t4i CENTERLINE .SOUTH 1 f 7 1 , ! Ii AVENUE. + , FEET SOUTH OF CENTERLINE OF HIGHLAND VEN E. F 1 i I i ! 1 , 1 - i r ; 1 _ f , k4- 41 - - - — — F + Ay j t I } _ j k , � { { �� -� r-•�L ltd i �f } + , 1 k : i 55 i ! t 41 : i i , jrp , • >01 i i r - j •T f ter � � � �`�. i , , _ _ - I { • or : ; + 66 1 1 , j ! �L 1 , • �?Voll } 1 I I 1 11 1 . ; 1 , , : t 1 } ( � i r i !' { _ k _ ' 154C : , , 1 : to � I � , ,. � _ •� , , - { 1 { 1 i f 1 1 � 1 I � � � � '� s � 1 tov rl,_ � � � } _ i }. _. } t i k' 1 too �(I• � � r ^ + ; I n1 : i k 4. 2 } I } i f -} 1 � , 1 � t I 1 1 - - - - __ _ I + - } , ► - } r , : 1 _ + _ - 1 - - PROFILE SCALE s p_ �.� D_l7yO _ a HORIZ.- IN_40` ; ; u � , _L - 1 — — �_ � VERT I 4 43 42 41 • 40 39 • 38 37 36 35 34 ' 33 0 + iAPMISEE SrY SEMILLON PL 6ARSAC PL / w . � � I ca Futures trrlP�ovettENTO AVENUE 3 BARSAC PLACE 6 LEMON 3 _ 40r 14. w ew aw e�n� ��: ew 4 m Z 15"'t IL LW'l (W Z \ SEE C,1ME t)' il �o'I�I`O9 LJ - '�5'$t" '" SMH yGp 01 +*'t 7"W � � (pewo. Mo. 7) ow 3 l+ Sow 2 4.1+9'1. Z li • 5 V 5, FU' URI-9 Gp NE» W , • � 8 2 $ �= �Fa� Va 61 f !3 0 IkevmO to , �I I N � I•'•—�o_o_ 2 t5 CON CANNON ST �k o•o• — Q APD el"I'LI , 404/,07 Al -3->p 7 r 5t'1'f• '� t.Ac"L .'"M1 Aaw rt � E ATEV MpsT TM� >► CITY OF RANCHO CUCAMONGA - ¢�. by 1N���•— CURVE DATA CONSTRUC-nON NOTES TRACT NO. 13118 0 a R L T DETAIL A (PHASE II — TRACT NO. 12873) �_ CONSTRUCT MANHOOD A PER QTY OF RANCHO CUCAMONGA &,,.— INSTALL CONCRETE SADDLE BETWEEN PIPES PER LACFCD PLAN & PROFILE I **vw w (/O.O�e IO, 24.831 �'J _ STANDARD DRAWING NO. 510 STANDARD DRAWING NO. 2-173.3 (CASE 5) SEE DETAIL A. STORM DRAIN LINE ML - I CONSTRUCT JUNCTION S PER CITY OF RANCHO CUCAMONGA 8 j^ CONSTRUCT 39' DIA. RCP 2 44'Sb'I4'' &0-0y' 47.pg' s4,any (D- STANDARD DRAWING NO. 509 �� - STA. 33+47.71 TO STA. 42+23.01 O 9 CONSTRUCT 36' DIA. RCP QRQFESSIO E k O N9� APPROVED BY DATE 3 3 Mo &,Zt" &O'ev Jill 41'1*' 1 WIN 13 CONSTRUCT 24' DIA. RCP F+ ill CITY ENGINEER R.C.E. N6. 12,5q7 , ► i CONSTRUCT MANHOLE FRAME k COVER TO ELEVATION SHOWY r, C� � r � 2 DESIGN RECOMMENDED + 4 ow-00,00- &0 cc �4'got �'� ON PLAN PER CITY OF RrNCHO CUCAMONGA STANDARD 14 CONSTRUCT le DIA. RCP W p f . _ � P PARED IN THE OFFlCE OF DRAWING NO. 512 CONSTRUCT 18' DIA. x 2 FT. Swe ! INSTALL 8'J• DWIGHT F. FRENCH, INC - M O cJ 5°I�31'Sr4'�� '00 Will, (/Z• Sill D' t}0' 15 TEMPORARY BRICK k MORTAR PLUG �` �[ �121�3r it- DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET ' ~ 5 CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCrIO \ YAle DIAMOW BAR, C-NJFORNIA 91765 6 301496F+ G0.00' 31.11, , CUCAMONGA STANDARD DRAWING NO. 502 S LOCAL DEPRESSION FUTURE CATCH BASIN NO. 1 fl civi �P 8•i ) 594-2943 2 OF 5 PER STANDARD DRAWING NO. 518 CASE B 18 (NOT IN CONTRACT) Q-0vic 0CHECKEDDRAWING N0. G AY DATE FILE NO. /�,� t�F R i T T._.' T -.t T ,._ .Q ...•.. v ... .,r.. .. _r- ...r ..r _.F _ ..- T_ +. ,. T .. .... s - , _ , -,.. T i + I i i I , T 7 OvtlE # } j BENCHMARK 0. , 92-8 ELEV. 1478.025 ! ! r Z , I I r ! AT THE W AOR?H LARD ted AVtNUfs I , 1 + t . C SET BRAS ISK'IN OP OF WEST CONCRETE WALL � bN Z* P� � # DRAINAGE CHAN AT 40U END QF + cl 1 , f " f N _ __ - _ F T A�+i LINK T ;- _; l � _ 4 00 CH 1F4 ffEET WEST � j j r I I f I � ~ t i ; N ,.. .. __t ! 4ENTERUNE SOUTH OUND LANES OF HAVE ANENUE } � r_ , � � � i- } AND=146 SOII OF CI--��+ITERLIN� O� � HI�IL� i FEET " AVENUE I 1 } 1 { t , r z I { j ; , 1 t M " �. I� _ _ - _ _ - _ __ _ _ _ __ _ _ __ _ __ _ _ _ -_ — — — -- a i 150 y V Atv + i i 1 , , t - _ ; + i ; ti • — j , ' is p "� # r _ , " , I i , N , ! i t i I i 1 , , C t ! , ; I � + , 1.51 I 1 ; i 1 i t ; 1 •� i 1 ! i � I I i a + i l � I l 1 , 1 , i Z� i , , , ' r " 1 I i tt { 1 , I I r i x � _ - ♦ _- -- PROFILE SCALE t O HORIZ.- 111-40 VERT. 141 47 46 45 44 43 42 CALLAWAY PL GAMAY CT 3 13 STREET s 0' 40 S V"4'1 13 ? CONSTRUCTION NOTES 14 CONCANNON 3 _ CONSTRUCT MANHOLE A PER CITY OF RANCHO CUCAMONGA dbell'401""w STANDARD DRAWING NO. 510 v.W _ - CONSTRUCT MANHOLE FRAME do COVER TO ELEVATION SHOWN SM w � 4 ON PLAN PER CITY OF RANCHO CUCAMONGA STANDARD w d DRAWING NO. 512 5 CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO ' CUCAMONGA STANDARD DRAWING NO. 502 WSW Q ��♦ -� 1T 13 CONSTRUCT 24" DIA. RCP V � p p 0% DARSACr- PL 14 CONSTRUCT 18' DIA. RCP � 8 a N �4a•� M t� � N ��a -4 CURVE DATA O � R L T k • ��3' " 1A�5.00' IGi�. 50.31, CITY OF RANCHO CUCAMONGA 2 6.03'010~ CMO.Oo' q.�z� 4.71• TRACT NO. 13118 3 50 11'23" amo.Oa W. 12' 45•oq' (PHASE II — TRACT NO. 12873) PLAN 81 PROFILE 4 5°lt3' S5" 1005-Gtr' 100.54' 50.31' STORM DRAIN LINE ML — I _ STA. 42+23.01 TO STA. 46+88.34 %��OFESSIpNq� APPROVED BY DATE 3 7 CITY ENGINEER R.C.E. NO. 2 -M 7. Of DESIGN IN THE OFFICE OF RECOMMENDED 0 BLH DWIGHT F. FRENCH, INC. �A s NO, 12183 ) DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAM BAR. ORNIA 91765 sjq, C1M R��Q RS — 14) 594-2943 3 FQF cAu CHECKED �/�� DRAWING NO. G Y R.C.E. NO. T A FILE NO. , . PIM Nd 9�1-� 0_�VA478'026 _ I i 1 , ' i 1 T � A�. 8RA55 Dis TbP WEST CONCRETE WALL OF DRAINAGE CHANNEL AT 1 i I TH CID OF 4 FEET CHAIN LINK FENCE. 44 FEET WEST OF NE SOUTH BOUND LANES OF HAVEN AVENUE AND 1411: - - _ TERU 8 VENN ET SOUTH OF CENTERLINE OF HIGHLAND AVENUE. - - - 3 1 wt ; i , : , i 1 I - --- -- - - j 1 - - -- - - - ^ - - -- - t t15T F PIJ N I I 1 j ? 1 i ; 1 1 ; { I I : I 1 c irw r%/ �, 7 1 , , I t t 1 ; O i� , 11IV 141 f570 450 1 t M , 1 1 , 'i M ; I ? i G i I ' ' i� a J 1 : 1 p t , 1 i , 1 , { L i- v ; , 1 ; t ` a �� : 40 osv- h >r � t r , ; _ _... _.b..__..-. .r ,._ ._.}-._— , _...�.____-,1_ .. -._-,�'_"�.__,4.�.._..(.,a.-..� .: .�__.- _: __l _ .. -• _- .�...._-�._ _;. .,-- ,�- _b -� --.t... _.�.. _...�.. �.� _ .�-- —+--. -F T '—+�. _.f -_ y..- wi � � . - t t 15& 2C1�1iJt - - } 4d ? f i T 7 1 t 15� I IJ�+V 1A i i I � I , I7 i _ < i t { I , , t I , t 1 , , I . i 28 . • h 41 low ACr ck 0 - - - 1 n { { t i t � i �� 1 , ? i , i + f 1 tJ1 a ; 1 i 1D I i , I , i ; , y PROFILE SCALE D-2Gb� - o�=Z4 o A=Za°° = , , 4Z Gpb oD as�,o A-f+piD G HORIZ.- I• = 40 , QidG• 1 FPS - '' 3�i Q to •ZD. GFS = I i�ad• .ab Gitllcw=5i. 8tsos 16�{• Z -� �ta�� 6tao�9 t•9°f =y, Qlbv Z.113av0 . - _ CFO ifs cfs VERT I 4 44 43 42 41 40 39 38 37 36 35 34 33 40 • Kj �1B W W !u ti 2 Z ' CABERNET PL E CA W�► fo Owuo CT M v , ZINFANDEL ST rrnuRr� ca o �Na44M � , N W= /t IV - wt J X11 vs4s' 6 �� III�dIdP' 1�'T� V11=/+0 N ] s v +.s 5 N V=56.f' 5 � w ,K„ �•' s CHAMPAGNE w�1 /7 I ow= 't3 I G6 I le Cab t x7.71v TU> fMfl�ovttl�UTs I PLACE 4 Ex1sT roDmH 1+ 7 33 t 68. o'J Nhk _ ---- v n -�2 !8 R O �2 2f � O O �; +(p* 6 r ri 8 � Qr� (D �� W= b' ?W� oim3 +�' °v * cc Q H _ 8in 8 ° ISI CURVE DATA w=ttI' (P 'o o N a , a o o u t Ib 2 r o �!- o t _ �i o 0 R L T I D�NTlCy9l. o �• �� INFA EL ST �► -►- �- � o N s4 o I 4ri'03'S3" �id•010' 48.1 ' ZS.gl' �Q� 7 c�as �rs•' os �J a �a ai co ;� ^ •n N c a A a :9� -0 sk 2 13p32 5* W100 14.y, 1.3o 3 5fi'Zb" Gd.00' 4Z.?7' 3+-GO' 3 mos 5 p�,� v � v N a 0 4 !:/1'Sb''I'�" '✓'t5•A�' q•21.�7' 1141.46' a- o o �J g ! J5 l7 CITY OF RANCHO CUCAMONGA � � 2 = � 5 31•or.'It" W-00' IV7401' 41&.ol' 40, CONSTRUCTION NOTES q x���o �� 3 TRACT NO. 13118 6 OZ•3o1'2�1" 34yOIO' . 16.01 b.0a 0; CONSTRUCT MAWYLE A PER CITY OF RANCHO CUCAMONGA 10 CONsrRucr 33' DIA. RCP Q (PHASE II — TRACT N0. 12873) STANDARD DRAWING NO. 510 E 411 CONSTRUCT 30' DIA. RCP ,�5�� ��• _ PLAN 81 PROFILE { 7 D I°?�'�i4'' S4 5.Od b.4�' t.Z4' �— STA�NDARDTDRA1MNGaNO. So9 a PER CITY RANCHO CUCAMONGA W r 2J' STORM DRAIN LINE ML- 2 t , 8 Oo"3q'o4�'' '145.00' 3.12' 1.16, �- _ E 14 CONSTRUCT 18' DIA. RCP _ STA. 33+47.71 TO STA. 43+36.16 w ,pp• Mew `J CONSTRUCT MANHOLE FRAME ! COVER TO ELEVATION SHOWN 15 CONSTRUCT 18' DIA. s 2 FT. "i ! INSTALL /oQRpFEssr�ygl APPROVED BY DATE ' J y � 9 33•ibo II 346 ZDI.7�1' 4 ON PLAN PER CITY OF RANCHO CUCAMONGA STANDARD � TEMPORARY BRICK ! MOP7#R PLUG ��� F FR Fy CITY ENGINEER R.C.E. N 7 DRAWING NO. 512 O ; ti V F Gi 17 A0e3'I'23'' 13145.00' S.91*1 I•'I d' 16 CONSTRUCT 21" DIA x 2 FT S`Z18 a INSTALL �,�• �� 2\ DESIGN ARED IN THE OFFICE OF RECOMMENDED f ,' TEMPORARY BRICK t MORTBR PLUG cz p Z �'. �? , 5 CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO B•j• DWIGHT F. FRENCH, INC. ASa? I 1 J50600, 7jsf �tj Qp' 70�� 35,Oq• CUCAMONGA STANDARD DRAWING NO. 502 a LOCAL DEPRESSION 17 CONSTRUCT 24 DIA x 2 FT. STUB & INSTALL No. 12183 DRAWN N IAM PER STANDARD DRAWING NO. 518 CASE B 'TEMPORARY BRICK & MOPT.AR PLUG 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND CALIF A 91765 12 0*C&�5" 0015-OW 71.**' 35-tc' �r CONSTRUCT 45' DIA. RCP 18 FUTURE CATCH BASIN NO. 1 sl CIM 11 ��Q• ( OF 8.j. 818 4-2943 4 5 (NOT IN CONTRACT) qT�C �(O� CHECKED DRAWING NO. 13 CONSTRUCT 24 DIA. RCP of CAL G17✓ �•E• R0, � � ' � I I�� l DATEIle FILE NO. l .. 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