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HomeMy WebLinkAbout2004 BENCHMARK r""CF NY CUCA—M—ONG Found 2" brass disk in cone. curb stomped "SB CO BM 00823' at northwest corner of Foothill Boulevard 0 - A C_ -10 and Archibald Avenue at west end of curb return.-1 Elevation= 1203.623 ML M DEVOn ST. STORM DRAIN lmmmP ROVE MmLo' NT S FROM MALL N ST. TO ARCHIBALD AVE. RANUHU uUCAMONGA GENERAL NOTES:: 'GRM DRAIN GENERAL NO 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard 1. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire Specifications for Public Works Construction, (Green Book), 2003 Edition and including 2004 Project hydrants, etcetera, shown or not shown on these plans within the right-of-way limits or in adjacent supplement. �- areas where improvement work is to be done, shall be removed relocated or protected in lace as cc� --" SN EET INDEX P P P 2. Public and Private utilities and substructures shown hereon are from available records. The Site required at no extra cost to the City of Rancho Cucamonga. Contractor shall be responsible for protecting all utilities and substructures as shown within the SHEET NO. DESCRIPTION 2. An Contractor performing work on this project shall familiarize himself with the site and shall be construction limits of this project and shall be responsible for any damage as a result of the E t � "` construction operations. � � ° � � .....:, �s solely responsible for any damage to existing facilities resulting directly or indirectly for his I _, yr`� }'� operations, whether or not such facilities are shown on these plans. 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two ". U * sty ____ ___ __ x 4 e 1 TITLE SHEET 3. The Contractor shall reconstruct replace or repair existing structures, , curb and gutter, n �� -"T> t. � P P 9 Pavement working days prior to construction or regarding any problems. Aiatbnd ltd , r ,.I � utility lines and other appurtenances affected by the installation of the storm drain system. r '-. `` x A t21, �- ^ PLAN AND PROFILE Southern California Edison Co. --- EMERGENCY ONLY 800 611-19tt Hillside It _ �--'�'' ��° 4. Traffic control and safe shall be maintained b the Contractor in accordance with the standard of =` ; l,� ; ap s I . C. f �` tr `�" 2 FROM STA 0+00 TO STA 02+38.42 safety Y Southern California Edison Co. - Jerry Smith 909 930-8420 r -- -•SNilson Ay the State of California Business Transfortation and Housing Agency, Department of Transportation Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 '7- Southern California Gas Co. - Rod urn - Banyan 5t - z _ F` Caltrans ) "State of California Manual of Traffic Controls for Construction and "Maintenance Work Duran 909 335 7583 -r� SET r '{i ` ' `` PLAN AND PROFILE .4 ---- r ---- Route 30 3 Zone" (S.A.F.T.) 1990 Editon, the special provision, and in accordance with the detour and phasing Verizon Co. - Oscar Escobar 909 469-6340 �r - - r 5 , T FROM STA 2+38.42 TO STA 6+00 Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 o (u 'der construction) plans Traffic control and safety devices shall be placed and maintained to the satisfaction of the 7 ; { p __1 rt Hi land gv Engineer. No such devices shall be removed or relocated without approval of the Engineer. Cucamonga County Water District 909 483-7440 19t SE T r g PLAN AND PROFILE 4 5. Prior to performing any excavation of the project the Contractor shall submit shoring drawings to ,,: - FROM STA 6+00 TO STA 8+32.04 the City Engineer for approval, if such sharia does not conform to the State of California 4, The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Rancho a, s-. �,.T , g Cucamonga Fire Department and any affected school district, 72 hours prior to construction Base Li4�Rs1 a:, '_ , asp L� d` ,� ry j tn. Construction Safety Orders dealing with excavations and trenches as issued by the Division of indicating any detour and/or road closures. r� ; xt `¢' `' t' t _} S LATERAL PROFILES AND DETAILS industrial safety then shoring calculations and drawings shall be prepared by a California Registered 5. For inspection of this project, the Contractor shall contact the Public Works Section at 909 `31 A" ' 1` Civil Engineer. 471-2740- ext. 4075, Monday - Thursday,and at least two working days prior to the construction Foothltt81 is A' " Fotlt 1- 6. Design of the R.C.P. shown on the contract drawings is based on the assumption the pipe will be start date. h T�YI r= I f'� 6 SUBMERSIBLE PUMP DETAILS installed in accordance with the pipe beddin detail as shown on City of Rancho Cucamonga Std. Arrov,A 1 f= row Flt g t , Dwg.. No. 341. If the trench width exceeds the•outside diameter of the conduit plus 20 inches the 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or , py encroachment within any City of Rancho Cucamonga easement or rights-of-way. 8th Sit -------- -----" bedding shall be modified and/or a of additional strength shall be provided. The proposed 10 Freewat N I '< <a " V 7 STRIPING PLAN modification shall be approved by the City Engineer. $thy St 7. Trench backfilt shalt conform to the Cit of Rancho Cucamonga Std. Dw . No.120 and shalt be 1 7• During the construction operations at (east one 12' lane in each direction shall be provided for each �4 r� � ". , ���� ` direction of travel on Archibald Ave. at all times. The traffic lanes shall be maintained on pavement "' 4th St verified by compaction tests to the satisfaction of the Engineer or his representative. and shall remain unobstructed. � 4y _ i 8. Compaction tests of embankment construction, trench backfill, compacting original ground and all 8. The- Contractor shalt familiarize himself with all underground utilities, pipes and structures, and shall ... � - ----• yx= .10 arreer4y sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A writtenreport with take sole responsibility for the repair/replacement, at no cost to the City, for an damage to said x these compaction tests shall be submitted to the placement of base materials and/or surfacing. to P YtY Y 9 � � �, underground utilities, pipes and structures. 3 _ the City Engineer for approval prior 9.. Contractor shall verify all conditions and dimensions shown on the pians at the site prior to Y , 9. Paving replacement along the trench shall be per Section 'A' and "B", Pavement Replacement Detail, commencement of any work. All discrepancies shall be reported for direction immediately to the City. see this Sheet. 10. Estimate of quantities is provided by the Engineer solely for the convenience of the Contractor. The 10. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall VICINITY MAP Contractor shall make his own determination of construction quantities before submitting a bid. Any possess any and all contractor licenses, in form and class as required by any and all applicable _ a_ ..__. ..,. . laws with respect to any and all of the work to be performed under this contract; Including but not NOT TO SCALE item of work required by these plans which is not specifically fisted in the estimate of quantities limited to a Class 'A" License (General Engineering Contractor) sufficient to cover all the work to be shall be considered as included in the other items of work. performed by the Prime Contractor in accordance with the provisions of the Contractor's License Law LEGEND 11. Locations of catch basins connection pipe junctions with catch basins shown on the drawings are (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adoptedschematic. It is intended that such junctions be located at the downstream end of the catch basin REPLACE EXISTING AC WITH NEW AC PAVEMENT WHICH SHALL BE DISTANCE SHOWN unless a detail of the connection is shown or a note specifically indicates otherwise, in all cases the pursuant thereto. A MINIMUM OF 3' THICK OR 1' THICKER THAN EXISTING WHICHEVANERCHEVIS GREATER OR AS OTHERWISE NOTED ON THE W0 ON PLAN exact locations will be determined in the fields by the Engineer to meet field conditions. _0F 12. Sanitary sewers and house connections crossing over the storm drain trench shall be supported in VARIABLE THICKNESS A.C. OVERLAY (MIN. 0.10'} o Ln accordance with the City of Rancho Cucamonga Std. Dw EXIST. SURFACEg. no.339 and encased per general note FINISHED SURFACE- SSURFA PROPOSED FINISHED MIN. 0.10' A.C. OVERLAY No.5 on said Std. Dwg. house connections shall be constructed per City of Rancho Cucamonga COLD PLANE (SEE NOTE�o ) -3k Standard Drawing No. 339, case 3. am a EXISTING SURVEY MONUMEN`1'ATION F EXIST. FINISHED SURFACE 13. When indicated on the drawings sanitary sewers and lateral connections shall be encased or W.V. WATER VALVE blanketed in accordance with City of Rancho Cucamonga Standard Drawing No. 340. All existing survey monuments that will be disturbed by this project shall be referenced and reset by - � '�` � � r �`��� W.M WATER METER the City's Construction Surveyor in accordance with Section 8711 of the California Surveyors Act. 14. Locations shown on the contract drawings for existingsanitarysewer house onnections are Monuments found by research of available City records and by field survey are shown on the plans C & G CURB AND GUTTER EXIST. A.C. PVM'T approximate only. The Contractor shall field locate llaterals. and described as follows: (None Found) PP POWER POLE (0-0.10') VARIABLE GOLD PLANE 15. City approval of these plans does not relieve the Contractor from responsibility for the correction of OVEU Y JUN UE rA'l- error and omission discovered during construction, upon request the required plan revisions shall be PROPOSED FINISHED promptly submitted to the City Engineer for approval. SURfAGE 5' AC PAVEMENT T ' STORM DRAIN CONS'tRUCTION NOTES 16. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly state Cl�---CONSTRUCT 24" RCP STORM DRAIN PER CITY STD. 341 TYPE 1, D LOAD SHOWN ON PROFILE l e�' 1H1—CK CAB. throughout construction. Site shall be cleaned upon request of the inspector. 22 CONSTRUCT 48" RCP STORM DRAIN PER CITY STD. 341 TYPE 1, D LOAD SHOWN ON PROFILE _ 1 C3}—CONSTRUCT 60" RCP STORM DRAIN PER CITY STD. 341 TYPE 1, D LOAD SHOWN ON PROFILE__44 CONSTRUCT 36" RCP STORM DRAIN PER CITY STD. 341 TYPE 1, D LOAD SHOWN ON PROFILENw0' r 55 —CONSTRUCT CATCHBASIN PER CITY STD. 300, 304, 305, 308, 310 AND 325 I 6 CONSTRUCT CATCHBASIN BURP OUT PER CITY STD. 300, 304, 305, 308, 310 AND 325 18' 18' t 77 --CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, H1=0.25', CASE A OR AS MODIFIED PER PLAN a.- _ _ _ BV--CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, H1=0.25', CASE B OR AS MODIFIED PER PLAN SECTION "All NTS AC OV ESSY, 9 —CONSTRUCT MANHOLE NO. 2 PF12 CITY SID. 319 PAVEMENT REPLACEMENT DETAIL VARIES .010' TO 10 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CIN STD. 336, C=5' FOR ARCHIBALD AVE. 9' 0.48' 11 PROTECT IN PLACE 12 REMOVE 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 PROPOSED FINISH 14 CONSTRUCT PIPE CLOSURE TYPE "A' PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176SURFACE Vp,1;t1Es 15 CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176A 3•�tq° -10 16 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY STD. DWG 33930q° VARIES PROPOSED FINISHED 0.5070 3.70q TO DESCRIPTION OF REVISION DATE CITY CONSTRUCTION NOTES sURFAGE 3' AC PAVEMENT 2 e THICK CAB4 . " -- ,,� �O�--VARIABLE DEPTH COLD PLANE 0 TO 0.10 MAXIMUM NOTE: AFTER COLD PLANE, CRACK SEAL 1 1 ® N�fi� �11�®N�iA VIS113LE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY _ 21 OVERLAY WITH A MINIMUM OF 0.10' A.C. PER CIN STD. 100-A ° o° 5' Y 2 SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER ao°°° ir �-- " " 3 --CONSTRUCT 3 THICK A.C. PAVEMENT OVER 4 CAB. PER CITY STD. 100-A r wv wo DEVON • STORM DR-AN I�� ® � i ADJUST 70 GRADE EXIST. FINISH wry 05 SAWCUT W W SURFACE o 0 26 MATCH EXISTINGSECTION "E3" HTS v Q LU W 1 --CONSTRUCT SPANDREL PER CITY SID. 106-A PAVEMENT REPLACEMENT DETAIL 9 � g � � FROM MALVEN ST. TO ARCHIBALD AVE. STRIVING NOTES FOR DEVON ST. " " 0 9 9 c� v 00 QROFESs/o0 APPROVED BY: �1 DATE: Under I'OUnd �0 3 O �! y CITY ENGINEER /��kPlti �� ,��� RCE: 2495 30 PAINT LEGEND OR SYM130L PER CALTEMS, REVISED STD. PLAN A24E [=3 � 31 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4' SKIP Service Alert /���3� r�y� 1 DESIGN PIAN PREPARED BY: REC.W!EN WHITE LANE UNE PFR CITY STD t33 " T I PICAL X---SECTI0NS I No. 24953 PK32 INSTAL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4 SOLID Call: LOLL FREE _ - - I �, CITY OF RANCHO CUCAMONGAWHITE LANE UNE PER CITY STD. t33 STA 121-61 TO STA 13_�2 I ` of Exp. 12-31-05 DRAWN 10500 CIVIC CENTER DRIVE " �, 1 --800--422--4133 \ 49 RANCHO CUCAMONGA, CA 91730 ' T 33 PAINT DOUBLE SOLID YELLOW MEDIAN WITH TYPE D MARKER PER CITY STD. 133 DEVON `PP,�r� CIV1L� `P PK I OF 7 34 PAINT t2 SOLID WHITE CROSSWALX UNE TWO WORKING DAYS BEFORE YOU DIG of cNo CHECKED DRAwINO No, 35 PAINT 12" WHITE LIMIT UNE NTS � R.C.E. NO MP a,,E FILE ,,O 2004 I I I . . 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I- - . --� --t 11 .- -I I- - __ ­ __ - ­I ----� __ , - .- ____ - I - � - _. --- - - - - - .- � ­ _.__ �- - ­­ - _� � - - - �- I- - 11 1_ . �­ - r- - ( __ I- 1_­_� ­- T-'- � "I ­_ r - - 1: I'll r-:. ,,, I- - __ - - � �� "I .. 11 � I. - - � I - ��-1 I - I_—­ -11.��� � � __I - I,- --- - - ,I , - � _�_J_ "S8 CO __ - 11 __1 �- - - -__ - __- __ ­ - � -, _­__ ­­ __� -__.. � - �- - - i f- I -1 .. . , � _�_- � Found 2'0 brass disk in conc. curb stamped ' '� - - : � - - F - _-] _.: - ��__ -_.'F_ I �__ -�- -T=, __ ,- -I - -I -1 - -,- . � r - - -_ [-_[---.[-- .________­____' - _____ - __ -- - - , j ' ---I-- - t - - __--1`7-i-- - .I - - � _. . - I - I -_-_,.:�"�..'_q �______' ------,.",-,.---,�_-_F_7 ,-- - ---V-7--- ,--.--. -1 ------- ______ ____ __. -­ ___- ___' '_ - -___ ___- T____ �:__ - - __ - . � --- - __ - __ - __ - � __ - __ I -_f - - f - -_ I . - - �_ - -1 - .. - --- .. _ : ' _=-_= I,--,- I __' _ . __ � __ - - - ­ . - � � I -:--- �_ L . - , _ I - 1 - 1 __ _ _ - - � I- __ - - I I T - - - - - , - ­-_- ___--.T-_T____ - - -= - - - 1__ ' , __ . - - 11 - T_ F - --- _ -7, _ '.___='J...= ___ - ­­­ __:�'._a�__'__�.':_ _�'= �_' ,� 11 I t- I I I - " - , - _ '_� I .. ., f- - ' ' '_ t --------..- ____ ' ""'_ t - [ , ----,.______" -- _____ - _____ �_ ____ _--:_1-_: - -- I----- ___ -- - f I- F= -.7 " ,�:.- - I - - - , _ ... � _ - ' ' __ .­ - I—— _ __ I I � 11 - � - �_'_'___' ­._�::'_ _____ "::_ --o-_='7- :_'��___'_: __' =-:1, -.,: �.____._�:: i__:�_:_�'. L_7�'.__'.7_'."_. ____7_-4-':__. --:�_ �------ -'-� .,�_- _-- .-I _- - - ­ - --- I � � �- - I I . Q1 ___ ­-I __ _ _ _ I I__ �------ ---- -- .... I'll--- I 11_1� �11 - 10 ----F-- I—— ­ I - r I � I � - "I -- 1. - -f ,- - BM 00823" at northwest corner of Foothill Boulevard -_ I-e- - --_ -,- - ­ - ­ �-- T ­ , __ ­ -.-- - I -_ � _ -_I -� ----' -- -__:_ :-----" -�_'_ , I ___ - 7--*,f - � ' 7-- .--. F--- - . - . -_ ..- �� 0 , - - i� � :7 '�_- - ,--, . � - ( - - - - -- I ,- '7T -, � ­­_ ___ ---------'__'_.'____ __'______.'___ _: __ =.----, - - - . __ __ - I - .. . - - q OF I ST RN� D RAI ­ ­ - - -1 - i - I ' I-- - - - --- -_________ __ '__', -_ -. __ __ - . - - __ � __ ­ I i__ -,-_-__�-_fL_ � - - - ____J- - I - - .--- I - -- -, - : - -_ I- . � � I i I'll - I -_ - i I— r I ,- . 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I . _�_I_ ___ f.- __ __- - I .. 11 _� - __ ­ _' -_ '_ -'--_ - I -' '- �'._,'",_'17 ___ --,.,-,-"-- --_ ­::1� ­ . .-7- ------ ­- � - [- - - - 1- - I - --[-_ - -' -, -- - - - - �:-,� I - - r � 11- I I- - � I I- -- 1 -- [ _ -_ - I -__ __ -,[__ __-, __" ' __- '_ __ -I - - - -- I �---- --i - i I - � -� , - -i � -1:� t:- [: . --- --- F ­ � ___. ,- -, , � , � ­-11 __ _ _­­_ ­ ­_ F."_ 7_ , ___F7_ ___ t-" I � _. I ' - - I- - I - -11 - --- F ___J (J34G I SU, FACE T , f -_ I : _* ., � -I '__:i -.1 ____--_-_-1 _____. -____-,_- ______' --= �-______ �'�___'.___'.'__ - I- 11i i - 4 6 - ---- i-- - -- F : and Archibald Avenue at west end of curb return. ______' ____ _____ _­- __ __ ",__ "_ - _.' I I - - ___ _�---- ,"', __ --P�- ;�=� . I - - -_ _.___ t F t � I r , 4 T - - - __ -- - - - - __1 � 7 I f --- --- I,- - F .1 - -� - - -_ ­ � -_ . -11 - I I -_ I ,- � - __T��......--, ­- ­-­­I-.---I--,.,--_­'.­­_ ­­ - - I I-­­-- -- ----- -- -� - - - m; - __ 'I __- _: - '_ _. __ ____ - -____ -- __ - -, , - : ­ I `-I ___ ---- � I- - : -OR,K4 - - --___ b [ - ­ _-I __ -----T--- - so- - , ' I - . , - L - I� - 1-1 -11 I - - - , . 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L- .-]-,LL- -=L- � - - - _ __ - ----I -- -- __-1 .� '__ A _­_'_-� L _ T T7 L=17-71, -.--- �­=LL]Lj��-:=-�� "_::_-777 1.-==7 __�=-_--'�_�,"-_:__0 L-- _______-____ -----�--J­�---- f__,� ____ - --I- -- - -__ -_� J ' -- I __ 6 - - - 61Y [ _,,-_--: __ f L' _ _ _ _ __ '_ _ - 1-1 � I I __ b L- -- - �- , I __� - - I _ - - -, . 1_ >_ ____ '_ ' : � t - - , _[_ T �1_. _ - I - - " I �__ --.- - -, I----- -'-:I-.--__ L _I - I- - I � t � . � � , __ r- f- �_ f& I - - __ - - I � I , - I - I i 0+00 1 +00 2+00 STORM DRAIN CONSTRUCTION NOTES � 1 CONSTRUCT 240 RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE &'7:�_ 2 CONSTRUCT 480 RCP STORM DRAIN PER CITY SID. 341 TYPE 1, D LOAD SHOWN ON PROFILE '@__ , I 3 CONSTRUCT 600 RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE @��_ 4 CONSTRUCT 380 RCP STORM DRAIN PER CII`Y SM. 341 n?E 1. 0 LOAI) SHOWN ON PROFILE '(S�_ 5 , CONSTRUCT CATCHBASIN PER CITY SID. 300. 304. 305, 308. 310 AND 325 1 1 (S� 1 6 CONSTRUCT CATCHBASIN BURP OUT PER CITY SID. 300, 304, 305. 308, 310 AND 325 '(�)_ . 7 , ON PER CITY SID. 307, HI=0.25'. CASE A OR AS MODIFIED PER PLAN I I-0 t. IS= 1, I L . @��_ SCALE 1 0 8 CONSTRUCT LOCAL DEPRESSION PER CITY SID. 307, HI=0.25'. CASE B OR AS MODIFIED PER PLAN '� (D- . r� I I . 9 CONSTRUCT MANHOLE NO. 2 PER CITY SID. 319 � 1 I &��_ % 10 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY SID. 336, C-5' < 9 10 11'@_PROTECT IN PLACE / �)- 1 1 \ &��_ 12 REMOVE 04 rl- ,@- / I ' \ W - - - - - __ - - - - (lg,3��CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY SID. 331 411-t I I - 0) - I I . 1 14 CONSTRUCT PIPE CLOSURE TYPE 'Y PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SID. S.P. 176 U') 1 K) &_ / \ 1� + C4 ! I a 1 15 CONSTRUCT PIPE CLOSURE TYPE '8* PER SAN BERNARDINO COUNTY F"LOOD CONTROL DISTRICT SID. S.P. 176A __ __ __- __ __ __ - -0 - __ __ - - I .-+ rl)- -- F--t ------- ---- --- ---- --- ----- ---- -- - --- --- -- -- --- - - __ __ ____ ';�� __ __ 4 " . _T_ - __ - __ ___ - - - - __ _T_ ____ ____ ___ ___ 04 f @�� ___� __ __.'�_: o . I W CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY SID. DWG 339 --------- ­­­ .Z_ - - - -.r- __ ::--- - __ - ____ . - - -___ -Q_ - __ __ ___ ___ ::. ___ - ___ ___ =__ _-__ -"-t- -"- -- -- -- � 0 - --I --- - -- --- --- ---- - - -- - '- - --- -- - - . - __ - ___ -T ­ - - - LZ - __I ______ --- --- - -_ -_ ___ ___ -- __ _ ___ - - __ SEE PROFILE- THIS SHEET-- - .-- - - _V�G __ --.-- STREET CONSTRUCTION NOTES *"4__ __ L_ __ "-'-'- 7- __ - __ ___ - _T_ __ r - ­ __ ___ ___ - - __ ___� - -_ - -_ ­_ ---.< :q --- - --- --- -_ - - - - -_ - --- ___r .1 f 4 LINE 3*2N F_ __ __ SEE PROFILE THIS SHEET 14 4 t� 2 3 16 16 �-_( V; 4 1,3 ­\ 0 VARIABLE DEPTH COLD PLANE O' TO 0.10- MAXIMUM (NOTE: AIFTER COLD PLANE, CRACK SEAL ' Y) � . 1 0 1 �'I I -LINE EVE -- __ __ __ L ___ - . ­ __- ---. - ­ - - _*__ __ _� I __ - __ - ___ L. 4 - - ____ ____ ___ __ ___ - ___ ____ ____ ___ ___ &_. -WPM- .- OF00- Art- . __ I- F-,--I - i. - VISIBLE CRACKS Ile OR LARGER PRIOR TO OVERLAY) - ___ __ - __ 7 ___ ____ ___ - _N 20 W C4 - - I 1 OVERLAY WITH A MINIMUM OF 0.10' A.C. PER cny SID. 100-A - i 1+00 V) I 2 � 0-SAWCUT MD REMOVE EXISTING P.C.C. CROSS GUTTER 071-- _� i __ __ -t__ . I r- �_ I � 3 CONSTRUCT 3' THICK A.C. PAVEMENT OVER 4" CAB. PER CITY SID. 100-A I I A RCHIBA L D A VE - �' I . ,\ . I 10+00 q ARCHIBALD AVE. 4 ADJUST TO GRADE i i 0 1 7+00 -.- �*%. '-'� � . - +_0 5 SAWCUT 'aL i 1\ 8+00 16 i 9+00 " I 1 16 -, 10 ____ i-------- 1.'__'___ _ __ �ffj)___ ____ ___ -,-.,-- _­_____._ ­ 11 a--,,-, J-�___�____-__ Z__I I __- - .-- ___ - ___ . _� - I__ , i-=_- ___ 7 --r ---l--- -I--- - __ �_ ,.-- -- ' � 6 MATCH EXISTING __�' " ' / - _____ U-) 1 40 0 - -_ - -_ - - - - - - _� 1 2 // t NTERLINE J N.V. a� x I I\ 11 0i F_ - ________- --I - - 11 - - i � I --- A V +1 I __ -__ _____ _ __ 7 CONSTRUCT SPANDREL PER CITY SID. 106-A ___ -V CURB-- - __ - __ --,r-- __ ____ _____ ___ ­ __ __ --- --ol - - - -2,V"4-- - I K' lz� MAT-CFf-L1NE--STA -2+3 8-.42--- - ' __ __ - - _'_ ___ ___ A . _q - r � _�V If- I � SURVEY CENTERLINE 0) - 11 - :;:; I FACE 11 - PT = 2+38.4� :� I �__ I ' I ; U) � I FIBER I -'-X L I .q. !� ! ___ ___ - _1 OPTIC e- I ' & - I I Iti _� 4'!'t� , __ I - - � __2'___ 1�_ L­'�_' I I Zt -Z, ----I"f-3-- - - __ ___ __ --.--- ___ __.- - '!�' V_ __- - . - __ - _____ __ __ ____ __ � L ,- i.- - ___ __ , - ----____---_­-__----- -_- _ - ___ __ __ ____­I - ______ =_=_=_-­=_-=-----7-- ___= -__7__ , - , - ___-L- I __ ____ -- ­ - -- - -- - - - __ _::=-= C - -------- -- -----'­'- -­- -- L ___�I 1. I W, I _�T__ ,I - -.I I- _',L�. �1 �4_ __ _ ___ �i --L___ I= ___ ___ __ ---.-.--- %"I -------- ____ __ __ __ __ __ - 11, , -, - . - I - � _� 1p_Z . ____ _(_ , - . __r __ ___ ___ I—- ______ ---.-- ___ -__ __ __ __ - I- _ Ppr 1___ ­_ ___ _____ ___ __ ___- I - I - T -) 1 1 " 11 --'�,/* - __ __ ____�' '�� T -kj_�__IL-A-- __ lfl�%_- . '� ." �, - ­_ -F_ __- ____ - ��;'t":' , or�t' "L ;;. I 1� -,��4_ -)-- '___1 I I '__'� __1 -,�, .V - L __ e, -1+ Lu- I �� - __ _L_ __ ____ _ r-�---�\ 1 1 ,- q' I _�� , __ a 0 - -) - - - -P f1____ r- ­_ ____ ___ ___ __ ____ -,----- _'___ __ ___ � --Pz -I ___ - ___ PP � r I / / , - REMOVP EXIST-CATCH7 BASIN__ � - - 1- - - I I I C" - �_: - - - __'.. I \ I , , - DESCRIPTION OF REVISION DATE AppRavu). -1 I AND INTERFERING PORTION OF OL M 16 \ -K I / / ---. 183?X2�AS C.M.PA. PLUG END 13� 11 \ f-11 _; 1 :3 jj I I ,Z,)1 1 JE OF C. .PA - - - - - 0 q STORM DRAIN CURVE DATA \ I � Z- / / ' . V) 0 ct INSTALL PUMP SYSTEM PER 0) 0) 0 1 > rIn Q) PLAN AND DETAILS SHOWN ON--- 0 0 r_� A RADIUS LENGTH TANGENT ;�_�' I I '� W I-i W I-i go 0 1 1 00 � 00 � 7P 9.32' z 1 4*4114 � SHEET 6 6 11 11 + 0 45'00'00" 22.5' 17.6 n � 1 : I ,_� > f__ I t- IT1 � I I . .. Ln > I- DEVON ST, STORM D.R-A-N IMPROVEMENTS I + - - + . - ..< LEGEND r- .+ I- -* t� < T_ < �_ ,,-, REPLACE MSTING AC WITH NEW AC PAVEMENT WHICH SHALL BE RCHIBALD AVE. I 11 �; 11 NOTICE REGARDING STATIONING: t�,L,."""��".--"L,;,�"":" 155 -:;t: _Z'�: [,L����',":_L,".L�"�L A MINIMUM OF 3" THICK OR 11* T'HICKER THAN EYJSTING WHICHEVER IS GREATER OR AS OTHERWISE NOTED ON THE , 1 5 5 G CENTERLINE OF DEVON ST. AND AT PROPOSED "L PLANS STA 0+00 TO STA 2+38.42 /' /' - . 7 71 STREET IMPROVEMENTS, INCLUDING CATCH BASINS ARE BASED ON CENTERLINE FK�l,,�;',I VARIABLE T"HICKNESS A.C. OVERLAY (MIN. 0.10') ,?%0F ESS/ I I I 11 9�4_ - I DEVON ST. STATIONS. " L" \ '\ APPROVED BY: DATE: �4�_�4 6/ � �' ";p CITY ENGINEER /�f"U4(�411K" RCE: 24953 ___ �-�, -I COLD PLANE (SEE NOTE@ ) // 4 W %V %AL \1 I I .' L ALL STATIONING SHOWN ALONG CENTERILINE OF ARCHIBALD AVE., INCLUDING r" ' .V 'N., ..I 0 ,� 1-1/ C1 .* - � DESIGN PLAN PREPARED BY: R i REMOVE 53 LF OF EXIST. CATCH BASINS ARE BASED ON CENTERLINE ARCHIBALD AVE. STATIONS. W.V. WATER VALVE Z; No. 24953 z � __ C & G AND CATCH BASIN W.M WATER METER U11 Exp. 12-31- rn , PK - CITY OF RANCHO CUCAMONGA - _ _ 10D.- ALL STATIONING SHOWN FOR STORM DRAIN MAINLINE IS ALONG THE CENIERLINE 0� 05 / 10500 CIVIC CENTER DRIVE OF MAINLINE CONDUIT C & 0 CURB AND GUTTER 49 * DRAWN SHVET PP -e CIO. �'*Ir I PK - 2 oF, 7 A A I _____--- C Al-ki CHECKED FLCZ NO DRAWING NO. . l MP - DATE FILE NO - 2004 ;'__�_- � f I I I if I I- f I I I f I I ' I � I � r I r I I I I I T i I f I i t I f I I � i C I I I 11 ltqq� I I I �' I t I � -1 I �_ I I , I I T I I r ' I I I f ' i � I I I __- I � I - - - I I f I I It I P-_ � I i N� -I I i -i- I- tj �__" t I I � �r I I I � I I I I A " r 41 I ! 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SCALE: 1 "=4' I .- - 1 2+00 3+00 4+00 5+00 6+00 12+00 13+00 . ____ _ --I! , I I I r- ----- -- -- LEGEND NOTICE REGARDING STATIONING: N VI.V I I �� , I " C) � ( REPLACE EXJSTING AC WITH NEW AC PAVEMENT WHICH SHALL BE (O � ['��"r',�'��"­_-,,---,r ______ . , - �,:,,-,,,,,�-'�,��_­_­, A MINIMUM OF Y THICK OR to THICKER THAN MSIINO i 1_� I--- + I :-;t- r- , I � I � - , WHICHEVER IS GREATER OR AS OTHERWISE NOTED ON THE PLANS ALL STATIONING SHOWN ALONG CENTERUNE OF DEVON ST. AND AT PROPOSED i 00 1 04 Z3 04 I I ,"x .. 11 - I -�-,�,�� r'I STREET IMPROVEMENTS, INCLUDING CATCH BASINS ARE BASED ON CENTERUNE 0 Z : + ,r ., _ [/ ./�/ VARIABLE THICKNESS A.C. OVERLAY (MIN. 0.110) I 11 DEVON ST. STATIONS. I I 1 I -� k � �, ") " REMOVE I I ___ -r___ ____ - - , 1� I �_ W ___ I < I I I- - r 77 , ALL STATIONING SHOWN ALONG CENTERUNE OF ARCHIB&D AVE., INCLUDING 18-67# IF �-f _�11 _ ---­___ -��L- 04 - ___ __ 4 - F_ 1� ! 1,-' ,- E I 11 S ! 2' 1 C4 7 ----- --------J--- - �, ,, �j COLD PLANE (SEE NOT OF EXIST. C 't A-- t� (0 ) , I --r-___ --- - 'r i CATCH BASINS ARE BASED ON CENI'TERLINE ARCHIBALD AVE. STATIONS. I I I If � I - __ I - 1 r Ir- -- ' - I ,_, ­!I __ - __ -.-- ____ G ,r) -.- �O"C- 11 - ;1 _�__� �;_, I � r,r ,-_, r _ �_­_� , �­ _2!1�G _ W.V. WATER VALVE !.p I)- __ ---- 11 ","I,I - 11 � _1 -f-- , -T� ., tj __ - - ,�_:11, 71n ,-,, ", I I I I ql< __ - _ 1, __, _,r�r� 1- r 'I"'.I 11 �`11,11 , , _ ALL STATIONING SHOWN FOR STORM DRAIN MAINUNE IS ALONG THE CEWERUNE 'f 6 T,/" I �1 I - I I � �,�� -1 7, 11, W.M WATER METER I M 0 ���','����:� - . __ .��,- r , W -, - OF MAINUNE CONDUIT I .1 1 N, I � � r ,I j,-:--_, � rr­� -L, , I �, - r` �� -, ! 11. I lfr ,�, - - ___ __ 1t___ I.-I , � , jr3 0,,�,"�r­ _" I 11 C & G CURB AND GUTTER --- [ _� �," r- 1 '­ 1�.I I �', - I 11 - �W_' _ -1 . ~VON -$1 Jr,-p - ` -Irl ­­_ _�r�_�'_r­ ", 1-1-1 17 7" -� r __" � ,( - � -1 -_ ­ . PP POWER POLE . I < - 8, f I 1-1 I I _ � __ _ _�,_ - ___ __ - C) I I Jq- I %*-*F-- ! 5_4� ,,�­­­`_,, .:_11�_, .Y,r k�� i6�) �- ,- I �r 11 , - SEE BLOWUP DETAIL A a - _� ____ r �P. I Z%,� , �, t 1;>11�11 r - - 1. f,��,rr, ,r f- 1�� 1. ,�__. ,"r r _ -89�'54'!.'40,7_'&-++ �, I SHEET 5 - -] I I ,�Ot,EF ,,,� - � I- 1� ,,r �, f A I , - N ' - , - _ _1 rrt�') - I I -,--- - I po 1 6`__­ , _,�, : 11� - - - _ ��- , � I I 1� ; 1-1­� I--, 5 ___ - ;;�! - __�,--- _____ '. % : - - - - - \ � � - __ "', I,,�.,1 f, - I - ,,-�e,;� 1-1 ___ ____ - I I 11 , " __ __ I ,�11 -7�-T­ "I " _ _(�! __ ___ ­ - - - ---,-- , ..- - -, ., ­ ­ - - . I 1. I" �� ; N I \`� I - I ;z I __ ____ ______ I- �V . ,�,�t�,� 11 I � - ___ ____ - A - , r ----. ,,r,e 1, __�. �- __ , ___ _,- __,__ _ �,_I­r z ­ V -A- I � ,,,*'a I -_ -, i I 0 r __ --- ­___ , -- - - - -_ -_ -_ '_� � - - - I .I(N) N - F __ - __ C) --- 4 .- -- I -U.... - 11 _ __ - - __ __ ______i __ - _� I . I _� .,I * I ______j_1 ft? d 0) (5 1 1 !SEE OVERLAY JOIN �____ ,F - \ ,--,, / 0) ivy.V I I q, DqTAIL ON SHEET 1 ,N.V. T k SEE OVERLAY JOIN 00 1 7 1_� U) " (O I 0 - , 'I-,' I-,,- _ - 1 L " - - + ,'11 (O I ) � Or � \ V_ ____16 � DETAIL ON SHEET 1 V) , - __ __ -I-nG - T__ __ -1 ____- ­_ T------ ___ 04 - + - , , � + __ __� i ______ - __ ____ ___ '-T . ___ __ ___ __ - _____ ___ 1 C14 N T_ . Q0 "t - - - - - � - - r F- -0 - ----- --- --- ______Z::_ --- --- _____ --- -__ - - - ____ 11 :Izc I (N ____ --- ­_ I_ - Q� 1 * / -,-- ____ ___ ,--- --- ______ 4 _-�: t� (4 1 V) , I ­ ^00 I .- - --- I _____ __ ___ V_ N co /I �, to --,, ______71 __��_F I + ("4 � F- __ -,-- __-I, -- --- .---- - - --I --- . C I ::� I I \ < � I I /r �_ -, _j I -_ "o�� 101", --- -_ --,� - --- -- _ ::�--- __ -� - .1 I.--- I � Lij - 0,F - -ST., -� -- - ---�_ __7___ - (C --- ____ -2"C,- --- --- (N - _ 1 1 ( I -- -��- - P ----I-- - ---� W 111 +00 I 1 16 _40--s- ____ __ ____ - - __ 1� IT= __ __ ------- __ (,O LLJ �<__ - I -.-- - 1z -I-- - ----I - STREET IMPROVEMENT PLAN Lij I I (�� ___ __ __ -1-1 LATERAL--"A--11�-- -___ If_ (O I -, "-I'-- - 111---L-�7�-1- � IX ' " __/ -------- "--- ---------- . ___ I- _(1 _ - - 1 _4,-%Ar- -- ----- ­_�__ A_ _ .,--- C14 - ��� r� ----=--��-__= ___ __ - - 11 __ CO :E = N 54'4 0 E - --j --- � - __ -------- �_____ 12 �()o SEE PROFILE SHEET 5 __ _____:!�_ (q-��, :E � (f) 4 cO 3+00 . _____ a�._!3 0) � I 0 . ____ - �4�4:ix-� - - - - __ - - __ LLJ V) - __ __ - - - - - - - - - - - __ __ - LLJ - � I i_--00�- - ------ --11 - - . .1 "__ 6 - (O 11 ­_ . _____� - - 8 ) I 1 __4�1�0 Or �� +_ ��§_ W.V-.- - -A-BAN'4�GNE-& - '�V_ __!77:_ _ __ __ __ � - - _ ,_ I ____ U_ 4 -8.j- _+ f__,,Iog� - I - z Z W 4 - . 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" -,)V ffg 064 VO"' r��+6o + - __ - ____ __ H __ -1 __ - __ _­ __ - __---A13,,- __ I --- - I W 1-1 ____ - -- __- -I - - 13"'V_ -;,�ilvOotll f.'-6�*__ ______ -IL�__ -F ,_ - -i :r_ V) U I_ --:-, ____ --- __ --- V) I 1 1 11 -11 I __ __ ____- 'I Ir __T ----- __, ________ _____ __ --- - __ I I jg!!�_ 0 - - _T O_ -----r- L ___ '11, N . - -1-I - _� __ __ - __ 11 W.V. - ____ ----- --- ; A V1 ;�H3A14N L-;i C4 7,'-:D i r -, - ___ _1 __ ---- _L- ----- I - I . -&�i,N- --- __ 0 �_ E-R T ___ - __ _ - - - __I___ ­_ ---,---- " r - _. __ ____ ___ -@�_� ___ I-_ a- T_ -... -------__ ---- - - ­___ ­_ �- _!. __ , - - ___ ___ __ _1 -,-- 0 ___ / - L,,,.--,.-,- 00 . _____ __ ___ 2 __I - T - . < I ­ F113' C i, __ --- --- Q_ - I :E #_ "I 2 1 �_ f 167- -1 , I-_ I 11 I�ic _j . C! C'4 1 r LAItRAL7*A-2"-- t � ; < I / / K) - REMOVE INTERFERING 71 - ­_ � 1 1 - m. 4 =5 I I LO 0 d -- ET I \ I IMPROVEMENT PLAN __� 12 I / / + z C14 . . I 11 THIS SHEET CITY 110 � � - - - � ----I DESCRIPTION OF REVISION DATE APPROYM. P-i r � N �0 SEE BLOWUP DETAIL B � I - a- 0 00 d . 11) k X 0 Z -t q STORM DRAIN DATA ,�n 0 �1 Cj 4 0- �<_ I r� . +1 z 0) CITY OF RANCHO CUCAMONGA �1_1 (0 6 N r, V) + D a) 0 In + REMOVE EXIST. CATCH A I RADIUS LENGTH I TANGENT . _* + > �_: �j C'4 BASIN AND INTERFERING STORM DRAIN CONSTRUCTION NOTES 11 I I @ � CA . 0 � I 0 45'00'00" 1 22.5' 17.67' 1 9.32- 1 . ,- . a- �_ X < PORTION OF 18"X29" I IL (j r- C.M.P.A.. PLUG END OF 1 CONSTRUCT 24* RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE [I < I t� q STREET CURVE DATA G��_ z 4- L� PIPE. DEVON ST. STORM DRWN IMPROVEMEWS 2 CONSTRUCT 48* RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE Z) 3 CONSTRUCT 60' RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE 3 5 @ A RADIUS ' LENGTH TANGENT FROM MALVEN ST. TO ARCHIBALD AVE. 4 CONSTRUCT .36* RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE @ a Q 7#03'28" 400' 49.27' 24.67' 5 CONSTRUCT CATCHBASIN PER CITY SID. 300, 304, 305, 308, 310 AND 325 .-REMOVE 1 1 LF Q 19,V31-363- 27- 44.54' 29.22 STA 2+38.42 TO STA 6+00 1 / 6 CONSTRUCT CATCHBASIN BURP OUT PER CITY SID. 300. 304. 305, 308. 31 0 AND 325 .M.- I ---------i ____ � I 7 CONSTRUCT LOCAL DEPRESSION PER CITY SID. 307, 1-111=0.25'. CASE A OR AS MODIFIED PER PLAN STREET CONSTRUCTION NOTES OF EXIST. C & Go " 19 FESS/_ I APPROVED BY: " I DATE:.1;114�>1-r-16y , ��CONSTRUCT LOCAL DEPRESSION PER CITY SID. 307, 1-111=0.25'. CASE B OR AS MODIFIED PER PLAN 0--VARLABLE DEPTH COLD PLANE O' TO 0.10' MAXIMUM �NOTF_- AFTER COLD PLANE, CRACK SEAL AN D C.B. /// %I I"\ CITY ENGINEER ,�&111�4�21111-111�J,6 RCE: 2495i ' I @ r a q, @��_9 CONSTRUCT MANHOLE NO. 2 PER CITY SID. 319 ( / VISIBLE CRACKS 1/4- OR LARGER PRIOR T( ..� 0 \\ DESIGN RECOMMENDED 10 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY SID. 336, C-5' 21 OVERLAY WITH A MINIMUM OF 0.10' A.C. PER CITY SID. 100-A 0 rr- e ,� W � I - No. 24953 z �, 11 PROTECT IN PLACE SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER � 0 M PK - CI'1Y OF RANCHO CUCAMONGA _�q) - @ ul ) . - 12 REMOVE 3 CONSTRUCT 3" TIHICK A.C. PAVEMENT OVER 4* CAB. PER CITY STD. 100-A � Q� Exp. 12-31-05 * "� DRAWN 10500 CIVIC CENTER DRIVE @_ 49 I/ RANCHO CUCAMONGA. CA 91730 SHAT 1 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY SID. 331 4 ADJUST TO GRADE �, /, @ 5 SAWCUT \ civ PK 3 oF 7 14 CONSTRUCT PIPE CLOSURE TYPE "A7 PER 8AN BERNARDINO COUNTY FLOOD CON11ROL DISTRICT STD. S.P. 176 W !1k - , ",--OF CP0 - CHECKED DRAWM NO. 5 RE TYPE "Bo PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SID. S.P. 176A 6 MATCH EXISTING --- R.C.E NO 16 - CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY SID. DWG 339 @��_ I__ 2004 -:- --_-�--- ---_-�-.--- 1- i t � I . I -- _ __�, - __-_�, ,F---------- I I I � - I i I I I I I I I I I � I I - I i -1 I I I I.--- . , � I I I f I I- - r . 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T T T i I __ I I I ,-,- T_ I I 1, , 1 1 1 1 - ------ f I I I _-, ,, . _[ I I � I - -, I - -- - --r- i _1� I � I i , ---- 77 __--�_ _ � - q - i I- , ___�_-- -7--�___ --- I - I I - - - - -, - - t 77� ::- ---77F- __ - I I - _ . - � , - - - - - I ____ - - ­ __ _r I .-I-I �_ I -.____1Fj______ I f _____ T I I T__ T I I --- I _L_L_ Lki I I I I I I I 11 I -- , � I i I i r I [ 1 -7 - F- I i f I t t-----_ - r r I I - - I T I � i t � � I I I I- I I f � I I f F __ k I I � � I I i 14 4 I t � - T F I I i , F i 1--_ --A � , 4 , � I i ,__�/ ? 6 �A __ - I I I I , I L-1 0 C, ,_ � � '�1;�P i I I- �_ _ __ - �� - , - I - I 1��z I f 9- - �__ m 1 - 4\�, Al � I I � _:i - - 1,j71 r__ sq," ,I,,-- I ., Aw -__ � � I I ___ 111n r I 1 71-9 1 -I T, I i T I i �__ I , :-:- __ I "I - �I ez- - I- � . __ __ - ___� � ---I i . :: F____- I I �, __ t .i___1 _q 7� / / , X--./ II I , � __ ��_CONSTRUCT SPANDREL PER CITY SID. 106-A ,-1. - _.­I-- . __ -1 MP I DATE FILE NO - . I - I I I I ------ 0- FPS 100 7 7 7, BENCHMARK 'T Found 2' brass disk in cone. curb stamped 'SB CO 7 E--- and Archibald Avenue at west end of curb return. I-7 Elevation= 1203.623 3.7R SlI� V=t4.i, FP1- Tt2 T: 4: BM 00823* at northwest corner of Foothill Boulevard 17 f-7 77 =-r7- -T T-- 'F '77 :7-77-7-- 77,7 -77T7-7� :-r, T_---- -.....T__ F- F_F f T_ T-7 -77 I+ -T---- --- 4 I_T =7 I-7 t is Cy-- — __T_- -'_T — - — - r_r -:7--......... T__7 RN4- DMU F OVERIq OF STO__7 57-T S�RFlk_CE� 00 I �-:-7 �TT7- T__ 77 I -T-7 :7-7--T77- T T�t 77 T H T_7:77,-, T T t 7 T T-__T r1__ _T_F_ _T t IT__ t-7- T_j I=-T -_7 T T_ f __F -f7-7T-:-t-or _�F T7__F-_ T- T—T-------- IT-7-1 T� V7 j I77 7 It L T_ -7 t t Z '77 -7-r T I T 4 T_r__9__ -=T-- -7 7 T_-7 -77 11 6 IT__ T__T I T 19 1 6 -T T_ T F:-7. -------7-T r r II -7-7 -77--_f It-7 I-F7 77T--:T--7-T— _� T__F I'C�L 7 7 7 T--C) --77-7 77--"T— -------r Cq r t I j I t f - : ,T F TF T77 7777 t 04 F T] I FT -C 001f _T_ T9 -.7 T f t I4 -`------ t 7 7 j- F-_-F T t_77- rx _+ f_'7__ 7777 z -L--7 7---7--7 T' -7-7 T T-_7 A -:7--7' I HUKIL. Z&ALr_: I _U _F T 7-VERT. SCALE: 1 "=4 14 _7 C� TR�CT�5-. :7 f f a: RC QNSTRQCTt 22a.63 C U 6-4-00 7+00 8+00 STORM DRAIN CONSTRUCTION NOTES 1 TORM DRAIN PER CITY STD. .341 TYPE 1. D LOAD SHOWN ON PROFILE ( 2 CONSTRUCT 48' RCP STORM DRAIN PER CITY SID. 341 TYPE 1. D LOAD SHOWN ON PROFILE 3 L�>_ TORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE 4 CONSTRUCT 36" RCP STORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE CONSTRUCT CATCHBASIN PER CITY STD. 300. 304, 305. 308. 31 0 AND 325 CONSTRUCT CATCHBASIN 13URP OUT PER CITY STD. 00. 304. 305, 308. 31 0 AND 325 OF EXIST. C & G 7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, 1-11=0.25', CASE A OR AS MODIFIED PER PLAN 18 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307. 1-11=0.25'. CASE B OR AS MODIFIED PER PLAN CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 7 10 WCONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336, C-5' 5 PROTECT IN PLACE 12 REMOVE W 0) 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 C14 @3�_ 14 URE TYPE 'A0 PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176 C�_* 00 @15��—CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176A + + +0 > 0 0 -- WCONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY STD. DWG 339 1C14 (3+ z STREET CONSTRUCTION NOTES co 0 VARIABLE DEPTH COLD PLANE O' TO 0.10' MAXIMUM (NOTE: AFTER COW PLANE, CRACK SEAL + VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) 0O 21 —OVERLAY WITH A MINIMUM OF 0.1 O" A.C. PER CITY STD. I 00-A —SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER 3 CONSTRUCT 3' THICK kC. PAVEMENT OVER 4 CAB. PER CITY STD. 100-A r T 4 ADJUST TO GRADE LATEP�L 'vA-31* 5 SAWCUT SEE_J�ROFILE SHEET OD 5 '@— LI-I 6 MATCH EXISTING 14+00 15+0 11 1 00 4 15 DE__-�VON _S T LEGEND z t R 1 'L_ -- REPLACE EXISTING AC WITH NEW AC PAVEMENT WHICH SHALL BE @—CONSTRUCT SPANDREL PER CITY STD. 106-A 0— A MINIMUM OF 3' THICK OR 10 T1­IlCKER THAN EXISTING 17-+_00- 64 ;p;;x N '54'4 WHICHEVER IS GREATER OR AS OTHERWISE NOTED ON THE PLANS VARIABI F THICKNESS A.C. OVERLAY (MIN. 0.I O-)T COLD PLANE (SEE NOTE ter "y v 2 LA l'ERAL A— W.V. WATER VALVE RALI "Ar-4 1 C(f LAT E PROFILEI SORQFILE SHEET 5 FACE SE 5 W.M WATER METER I C 0 CURB AND GUTTER C 7 to Lr) Lf!04 (O Pp POWER POLE cffy Co 01 0 00 D DESCRIPTION OF REVISION DATE AnRmjo�. + + 0 > 0 go 11D to 1 00 f%A + Z) + >to CITY OF RANCHO CUCAMON%7p% Z DEVON ST. STORM DRAIN IMPROVEMEWS NOTICE REGARDING STATIONING: STORM DRAIN DATA FROM MALVEN ST. TO ARCHIBALD AVE. RADIUS LENGTH TANGENT ALL STATIONING SHOWN A ST. AND AT PROPOSED 45!00'00" 22.5' 17.679 9.32' SrA 6+00 TO STA 8+32.04 STREET IMPROVEMENTS, INCLUDING CATCH BASINS ARE BASED ON CEWERUNE EXISTING CURB AND GUTTER ,%pF E S3/0' APPROVED BY: DATE:CITY ENGIN RCE: 24953 EER ALL STATIONING SHOWN ALONG CENTERLINE OF ARCHIBALD AVE., INCLUDING RADIUS LENGTH TANGENT 4;; .00 /7 CATCH BASINS ARE BASED ON CENTERLINE ARCHIBALD AVE. STATIONS. DESIGN RECOIAMENDED 7*03'28" 400' 49.27' 24-.67' No. 2495.3 ca Exp. 12-31-05 PK CITY OF RANCHO CUCAMONGA ALL STATIONING SHOWN FOR STORM DRAIN MAINLINE IS ALONG THE CENTERLINE 9,V31',36" 27' 44.54' 29.22 10500 CIVIC CENTER DRIVE 77 OF MAINLINE CONDUIT I (D I I I I DRAWN RANCHO CUCAMONGA, CA 9 SHM C MPK 4 oF T NGj T I7F I T_6 REM( nr v OF CYL CHECKED P.C.E NO DRAWM NO. MP DATE HLE NO 2004 . . - . --- ---,-,----.-- __1......1__-_-__ � .--- I ... __­_'.__._'_'__ ,__ ___ __ -�.-- - �- - - I - - I - -__ -- ,- - 1-1 ­_ � ­ - - -- - -- - - -1 - � --1-1 ­''..- - -I-I --I - - - ___= __J_'__'7t= "-,-- _____�----- ___­ ----.:,__ __"___� .___' 4__ __ --_.-,-_---- ___� __ -- - -- -T--- ,-.-- _____ - - ­_ I I __ � . I . - - .1 I . . . � 1- - I'll __­.. I.. .. .. - . . 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I__�- I - -- - _1- __f-_-r-1-- I-__ �- t__ - - -I - -1- -I �_I' -- 4 r - f _ r - �­_jr- - __ -1 F__ __ - __ - - , __� __ i � - - 11 ---"I -.-t � - I-- - - --- ----- - -- -- ------- ---- - - --- -- - -1 - - ____ - _____ ___111 ---'r__ --- - �__T= ___�_ -r- Ir - - ' - - ._: ,- - -11- - . - - 11 - - - - r - - .-- I r-.rr ­- r - - - - - - - . � � � - - � ­- . -1 � - __ --- - I - -V_ __:-1 r­ _4 r-- J� __ - T - - - -t - __ I - - - - ' 6P� - - - -F .1_�_ - _r. - -, 1- - - - - _­ - 1- - r- 7 - '____'t - _ _ __I_ __ _ - I I I- - '_- -- ... .r, - _ - - - " I- - .- r r -11 - , � , - , � - - r I- f_ __ -_�'_ 1. � I- , � - __'__ =T---T_:_-1 I-1-1-11111- __-7=:= - �- -__ _T ----[---- � I- _ _ : tr­:.-_�-f-.�...�.-�­­ -­I—-,"­.-, � �__:___ � -1-.1­� ___�:'r I� - P7 -----�- - - - -- -- i- �__ __ - -- __ - - - 'W?.1 -t__ r __1, - �___ _�':, =.- - �I -I __-r__ _" :[1 . --1 __ __ - , � - - __ �__ � � - I--- I I- - - __ r . . - - __ - ,1__"'__''_�:___ __ .­.- ..'I r I- - - :�"_-'F-- --- --- -�___ 1 4_ _ , - ':----�__ -- - - I- - --11 - - -- -__ - - - - T____ I - -' - - - -- T____ - ---__ � - - ----- - - --- - ___:_ ---- jr5 -- -­- -­-____ I�- ---,-I--- --- ---. - r -r I , T__ - _'�- 't lww.- I ---I---- 77_-F.--:-�--1-1--r , - i r T" ­:__._ r ___ - :__ ___ -1 11,75 1 ____ --- -- 1-751- - __-- - _ '--__ - r jrj4 -_ r --- - --- - � -- -T__ - --- .- � _:[­ __ T_ - - -- _----_------_--_--T____F_V_ ____ __ _____-, - I _1 _1 - _, - --:.'- _ _ _ � - � � I- - - - - - I - ---- --- .--r-L r' - I -- - , f - I � r r �v - I - - - 11 - - [____ I - . - - - � , ---�.- - - - - - - I - r -I ­ TER - . r - � - r 1. 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I �- I -� - T- _ __ __ ­ I - -1- - �f- - I "t , I _ I j _ � - - 0 : , __' r I '_ I_ _ I - -I - 6 �r F _-'__ -__J: ­_r�-_._­_ "L-r-­_"�_--_- """rrr �_-_ .-_-_.- :-_-___',-- -F-- --- --- . _ -. _ .t _­ __._1__--_rf___ I r __ - V___ -- - __ - - ____F___' - -� _ r-- t, 1 -__ - --r- __ :-:- , � 5 ----:-- _ - - - ------ r- t , f I __ t- -y- -jp - -- t- - T- -1 _ r t r - -1 ,__ �-- � _ _ I _-," :" 2- :''---i- -" ______' -- - ,, __ -7--T,---- F--- -- - -r _r ----- '- --I - - IM UN , - I --I-,__ ___- - - : __T_ __ __T_ --'r-__ - -- -t-- ------,-_-- --- __ -__--- - -L�__ --r-­ __ -----__ --F- -- __T-__T_r__r . � - - - T-- ---F.7- - - r-__ _- -1 - � - -- - - � - � � I r� - __ n%j rrrr I r - - I - - I r- . � I rr-I _ I -t - - - - t - t M :__ 11 - . - I I - f - rr - �4 : r r : -I - _ I - � -� - - I--- _r-7 .- ---- .-_-7�t - -- . - -[- -�r- _� - - _t � - � , - - __-,__.--_.--__ -- .. ,:__- � - - . 6 - � - __- . �_'__---1 _­ ­-- -_-�__�� r --I - _- , [-__r -_ -I- _- _- --- - _' r -_ 1 -1- �I . I%V7 - - 7 __ - - .1 I 11 T---_-f----T-----F:-- - - - _____F__T_ ---T---�-T----� --�_-_T-- - - - : - - - -- � f - - __ . - - T - ' -�-- I -- I I- . I— -I r I-.- __-- - .r -I --I-�r� f------[-_: �,­1-_---11-- ___ - -- �� - -- I-r-- ,r- - I ­ .. - - 1 _- -� � r- - -- - I � - -- I r r--r ' - - - r- -1 r -I- - : . . - -� � _ __ -;r - -T __-T-�--T__- --­- '--J-1 I - r-_- - __ ------ ,-- r..--_ -_­_t -_­­-. -__I--- -I---- --r- --- Ir---I- - - [1 J_- I -- - "-1-' --__F-----T---F'r - -- - - I­_- I- - T_- - - - - I I _ - - - - I I - .' j----T----- r-- _ _ T I -1 t'_'__-4'1___ --..--, '.­-­­..'__+" __ �_�__' It_______� - _ __ .- I _ - - -- - � - . -- _�� - - - - ---- -__ - - - __77_'_�_ ___ - - -- - -I :_ I-r---- t _ �__'­ �__1_,.r­"­4_._­. 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I-- - _ t-- - - - -_-lrf--- I - - --- �___ I-_-' ---7---_--- '-----r - - t -- t - ___ - - - , _ �- - - - I - - - -I---[-_ '--- -- ___ -. -rr - , ---- __ --- _:__r I- -.- .1 - --- - ­- - -____ -1-r_-1 I I I - � -r--- - ---r-- -, I - f : I- - I r_ T_-I'__-_,-__r_ ____-- - _ _ _-- -__ - - - �_7_. - -- -----�_ -____r ' -__ - T - - - - '_ - __ r_- __ -__- ��__'_ __ � __ - "_ - ----'--r-- _r- I - 4- -'r - --I - T ' r � I ' r- - --k -_-___F j - t ,- _r: . - - I - - .1- .t - �-- [__ I . -� - - - - --- - .1___ - __ , - _ , - _ _ , --- --- T_---- - �- r _ r _ r-- _, - �- -+ � ,I r: -- � : ,� : -� _ - - , : ,- 1-I -- __ I- - __ - - ''---j I - - - I - - f- - I I - I- - , rr � - I .-r_ - . - - '- - - . _ _ _ _ _ _ _ � � - r - - � r - � , ---I---___-, . , I r - .r �- =., .__=__ ---I T - - __ -, - - , � - , - � - . - -� . I :-_ - , � � - �- __ � I _ T_ I I I - - jr I - - - - - - - e -- I - - � I - t - __ I I I __ � I i- I I�" i I r - j' - ______7 r - t _­ r- ____ __ -�, I- -t- - . -- J-_ - - . - _­_ r -- 11 -- r' - - 11 -- - .- - . - - - , r-__- .- r - -.. - rr - - - - - __- - - � __ - --- __ . - r -,- - - _ - __ - _:__'�:__-,_7 ---__ �_- _­ '7 - r __ _ _ _ _ _ :�- - __- ' -- -'- - �I-- '-__--j_,r __-i__ - I__ __ - . - I __. _rr .-- --- - -. . - . -. -- - --- � - .- - - - - -__ ---- __p ._-. __ . --r � �- I- --- . - _ - --- - - - I -- - - -- -� L - - - __i- - - - - - - - - � --- - - I �� - __ __ - I. --- - I__ "I I - I--- - - - -- - -- - r � , - . -- . - r - ��I- -- r -r -- .I I t :.f �r. .- - - . - -I� .,.� I- -- I 11 ------- ---.11..- -I-_.1."I �r.,­,­".1- I I---I-I- - r - - I _ �- ' r - -I- -. -' r _ - = - I -- - f r- . - . r _-_�. - -t- -- -- - -' --- ---- ---- ----I-:--"'-'_�_'_.­t I-_'_'I-,- -'_ ---: I_ -1 � _- r I '- - - .� - .I _r, I r I r' I - - __ r - -," I � � - � - 11 I - - � - - __ ' - - "I I � rrr - __I . - - - "I - � - - -� � - I� - - � - t - __ � __.I- - � - I- - - I.:�i-7--.-----.- __,._ __ r I _ - --- __ �-- _,_-1 --�� -_r-"r I I r- - I -I I__ -__- ----- - --- -, --- -- --__---I---- ---- ---- ____-----1�__-__�--I ­_I- �---I r-,__- -- - -- --- --------- - - - -: �---- .--r--,---- -� � I ­__- .-__ ---- ---- r I-,I----- -­_- �_- �::,___ � -- �r:.I I __' __ -- - - --- - T---- ______­ -__-­­- F_____­ - I----I----T---- :r ---- i �-.. 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SCALE: 1 "=20 - - - I , I ____- -- � I , - - - - --. � __ . ,- - -��� ­­t � - I I . --V - �- - __ . - -.. -__. - _'_ ____TT_ - "7-- "�.__ ., I F I I-I - , --_f -__[ -f r -- , _[--- T-------- - -____� --,--- �T,­_ -- .-t- T___t__ __ ---� -- � - - - - - -1__- I -- - I__ -1 - - -.�- - - - I I - I I- I - - -I- - - I,---�- I--- - I W�_-_ I__ �- - - - - -- ,- - - - - - -4 :_, -t I- I- - 1� - - __1-- -__ [__ - 1" - - . -1 ��__-t- __ - :_-- - I - �- �� -I I F - - - -__ - - -1 � I -_'__ --7, , -- -- - . -. -- - -t- - "- - --- -i _ I - --I . - - � - - -1 - - [ __ __ - . _ __ - - - __- - ,- -1 - i - I--_- I- _11- T __ " - - - - I - - , -- - - - 0 .� �­­t.- P=_ ____ -- -- - - I V. �-i --1 -- I--_ �__ - --�. - 4-� - 11 I - -- __ - � -____ � __ - -VERT. SCALE: 1 "=4 - V 1--_v - I I ....­ I- -j--- -_� 1-- -1- J--- - - I - - [ ___ -I-- - - - - F---_F __ _ I f--- - ��- - I _'I r I I I - � -- - - - T � - _,:-_ I - - - STORM DRAIN CONSTRUCTION NOTES &1 CONSTRUCT 24' RCP STORM DRAIN PER CITY STD. 341 TYPE 1. 0 LOAD SHOWN ON PROFILE ':::�_ 2 CONSTRUCT 4-8* RCP STORM DRAIN PER CITY STI). 341 TYPE 1, D LOAD SHOWN ON PROFILE 3 (�>_CONSTRUCT 60' RCP STORM DRAIN PER CITY STD. .341 TYPE 1. D LOAD SHOWN ON PROFILE @��_ 4 CONSTRUCT 36' RCP STORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE 5 ��_CONSTRUCT CATCH13ASIN PER CITY STD. 300, 304. 305, 308. 31 0 AND 325 . @3�_ (6 CONSTRUCT CATCHBASIN BURP OUT PER CITY STD. 300, 304, 305. 308, 31 0 AND 325 7 ,�)__CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, 1-111=0.25', CASE A OR AS MODIFIED PER PLAN - ___ @��_ \ - 8 CONSTRUCT LOCAL DEPRESSION PER CnY STD. 307, HI=0.25'. CASE 8 OR AS MODIFIED PER PLAN __ I ' 1 9 q�_CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 1 F1 7- ____ ----\r--dE _� - __ - - __ @3�_ . I li­��5 10 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336, C-5' I I 1 ) I � \I.: W 13+ 0 1 / i- 11 PROTECT IN PLACE . -1 ------------,I � �_.r 12 REMOVE ,- - - 1- �5��\46- ____- _____ T-------=--�­ ­L_ \ - __ z =1__E7_1� _ 1 __ - 7. . - f­�4-- F--�� - ---- 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 NN ' _�_+00 - - I �' '1"N.V. / \�__ 14 CONSTRUCT PIPE CLOSURE TYPE 'A* PER SAN BERNARDINO COUNTY F1_000 CONTROL DISTRICT STI). S.P. 178 __ __ ___ - '_ ___ -I 1 26 _V_ _____ ------- ___ 7� /-IT-- - - - - - - - - . 15 CONSTRUCT PIPE CLOSURE TYPE "B* PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176A __ 25 - ,__ 16 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY STD. DWO 339 �, - \ -F ,� - ISP . - I I \r / "� � I _ '_ - - - - - - - - STREET CONSTRUCTION NOTES 0 - I N - I --- __ -26 I - �� TT __ ____ __ ____ ____ _ __ I_ _11 1� 2-6 is 0 VARIABLE DEPTH COLD PLANE O' TO 0.10' MAXIMUM (NOTE: AFTER COLD PLANE, CRACK SEAL N _T f4� �- N Co. W.V � - 11�:__ , @�_ + -, W I - '1 � eq 0) "I - - \7 ,i- ��Je 41 , 1/- VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) V_ co N \ I V __I I S --- F�11_ I 111F_�__-Z---- --- --- ____ --- - - K CF) I I _- -vl� 21 OVERLAY WITH A MINIMUM OF 0.1W A.C. PER CITY STD. 100-A I ____ '_* __ _______ __ ___ --- - W ":( N :�' *4� �11 ___ 11 I / --------- 1� "_ & � - __ --- -�___.r� @��_SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER - + I I I :II,' 3 CONSTRUCT 3* THICK A.C. PAVEMENT OVER 4* CAB. PER CITY STD. 100-A __� I I - eq 11 __ ---F---- __ - - __ W � W. . 4 ADJUST TO GME . � 11�; ;�,Ii ' - W'��_ I . ��1 oii2 --,,__, I 1 I () 11 Ix kA I I _�' 1 5 SAWCUT ."�c (j I I ->..-. I I,*\ REMOVE EXIqT. PCC THAT INTERFERES 0- ' I I 1 5# 6 0 �-; 01 -1 WITH PROPO�ED IMPROVEMENTS AND 6 MATCH EXISTING _29- -*-,,- 7j, ��>.' I 1 ::� � *" ' I / @��_ -a-',- 0.5# " I (a RESTORE TO, MATCH EXISTING @-CONSTRUCT SPANDREL PER CITY STD. 106-A -,*- I - __ __ - - __ - ____ - - - - __ ..,-- - ----I- I I QC � I � - - / I - - I - _ � - - 1 7- - __7�) ___ I FL I - I � -­ _-_ .4 �' -Zj_ I i �7'1�, - - - - - ____ - 1 - � --- -to - I __.' " .1 I ­_ _. I . I __ I I __ ."_I � -1 --- -1. -' _�I'I, %: / I., fly __ - ___ _.___ __ I _* -4 - - � - .1 11-_ I 1,� I"�.. __ i � � (D (0 - -,�'.: I 1, 11 11 - . - � I I� 11 �. , ,- - - _ "" ­ , I -' I I -' I ­_ '­ . I, , , I , - I - 7,:"�­ I- ,,, . ,_;:>- ..- ­ - I'll � ,lz�_­ I - 1,-,- , r_r- 0 . __ ,�. ' t� - __ - - /- __ - �04 C'4CA 0) �V) I .- 25 A - - T I 0) f'�6 0) ..6 - -A //Z/ + r- 26 --,\ x - .." + i N __ ,/I __ 61 / 04 11`__�r- C'4 P�'r-, . _ -__ ,, __ - __ � I 1111 I � � �V, � " - ' -VVZOSIT0A --7- - __ I < _t __ � It L..; N�0_I� _+ V? --- 0 f2 1� CITY - � DE , ' S7_' k 'OM er CF 10 I -F11, _1 - - --\ 1q (O LEGEND REPLACE EXISTING AC WITH NEW AC PAVEMENT MICH SHALL BE DESCRIPTION OF REVISION DATE I / %�' \i Co (0 ,- C-4 C'4 APPROVED. /I/ "� Cf I \ 0 N _* 0 K) _+ A MINIMUM OF 3" THICK OR I 0 THICKER THAN ExisTING ��___ A2� I f/ 0) + r-�(6 WHICHEVER IS GREATER OR AS OTHERWISE NOTED ON THE PLANS _77__�77_________ 13+ 0 / + rl: 71��'k ___________ 6 ' I ------ --- I I') r, r, I _______�______I I I 'i 04 r- P% , T- r- ^A ____ __ r______ ,7. 1 , �- .- /Z I - � -i-:�/ r- � �- V- VARIABLE THCKNESS A.C. OVERLAY (MIN. 0.10?) U#Z% , � / --- I I - - - - `- �-----7- -F < i < / ------------- --- - - - __��+_Oq__ I I I t� �2 0- t� H 1� U� 11--,�� COLD PLANE (SEE NOTE - ------ _____ __­___ - - - . ' I '.&N.V' / 1�', �� (0 ) DETAILS - - - - - ------__I_ _____ __ -17 __ -1--,T/-I- - ' - __7 -�/1 �'A_ /_____ - W.V. WATER VALVE - - - . - - - ______.___ --- _____ - ���V__ -- - I / - OF EXIST. C & G 2�_ W.M WATER M ETER DEVON ST. STORM DRAIN IMPROVEMEWS _ _____ _-__ _'___ ­ __ ___ - - - __ __ �"-I _____ T7 -j__ ____ AND C.B. C & G CURB AND GUTTER __ - --- �, �\ ��j ___ �_ _____ ___ - -_ -_ - 1111 , I I , W'V. Pp POWER POLE BLOWUP DEML A FROM MALVEN ST. TO ARCHIBALD AVE. I � . to BLOWUP MAIL 8 APPROVED BY: / I , DATE:�2�Iela��- = 1 O' # CITY ENGINEER 01/I�j J"01M)W� RCE: '24963 SCALE 1 = 1 O' DESrA REC* ,�MENDED PK 17, _ I CITY OF RANCHO CUCAMONGA WV_ ' I______' - 10500 CIVIC CENTER DRIVE ' I � t F___ r - t I - I , __ -- I r 1 � I T ��'_ F I - 1 F � I I i I � � I t F T-7 1 E F-L I U-C *1 I I _ � 11 RA T i ' f I - [ I -1 , I I _T_ [ W I - I r'.�. T - T I __ , t - k, - I � f __ - -� - . I A , I I---�___ T : _____ � I I ___ I I I [- - � __- I � T I - f � I -1 I I I F I I � ___ --_-__-- I � I -1 - 14 1 r . � I ) . , i 4 1 1 ( � I I I I __(( T I � T I- - V_ I � [ I I I � 11 I t t - T - I I -1 I I _. - , i I i - - I I I f I I 11 - -I T_ I , I _' -F- - - I i - it: I -, 14, - I �T_ -1 - � -,' I L I J-1- 1. - I i - I �___ rT rr - F._�� f I - � I I F eIr .1 I __ _r � I - � I- -T-11 I I 1 7_1 1 1 'r ­ - I I I - --- 11 17 r I T_ I I N I I - r � I : I � � 7 I I 1 1 1 i 1 1 - �- - - -1 - I I / DRKNN RANCHO CUCAMONGA, CA 91730 SALET PK 5 OF 7 CHECKED R.C.& NO DRAWNG NO. I MP - I DATE FILE NO - 2004 � 2' CONDUIT (SEE PLAN) I = I 8 INSTALL CATCH BASIN \ 1 I I I ` 9 MANHOLE COVER PER I I / CITY STD. 310 2' CAST IRON PIPE INSTALL TOP OF CURS Q, JUNCTION BOX N I � 1. 1 7 CA I loo _ ___ __ __ _ o ( ( N 14 3' II 4 jj I I INSTALL STEEL STEP ( -- --- -- --_ �- -- -- PER CITY STD. 325 I - N 00'0051 0" I1+00 I INSTALL 00 IRCHIBA - - RAIL EXTENSION 00 DD A L v 0 � i � 9' II 7+00 I --� 8+00 %. 3 I 11 INSTALL INSTALL—CONDUIL I - -- T1 V- I I BRACKET -V- MOUNTING AND PULL ROPES INSTALL 0 CONSTRUCTION CENTERLINE BRACKET °° PER EDlSON PLAN 1' CURB FACE 2 / �2 INSTALL BALL—. _.�0._�Q 34 .2054 _ _ -- -- - -- -- CHECK VALVE CONTROLLER - —PE DETAIL ____ -INSTALL-2" CAST- - Ga -- - SURVEY CENTERLINE --- �\ THIS SHEET IRON PIPE SEE AA•J PUMP DETAIL N INSTALL 3/4 HP SUBMERSIBLE PUMP, \\ TURN PUMP OFF - --T- - j r, GOULDS MODEL3$876HF OR EQUAL, 1 -�� P N DUPLEX WITH SLIDE RAIL SYSTEM AND I - ( + Litxj \� EXTENSION, 230Y SINGLE PHASE, 2' NPT -- - -I - rI r U m DISCHARGE TURN PUMP NO. 2 ON r (L -" [D TURN PUMP NO. 1 ON ; 11 f' 14' - - - M INSTALL CONTROLLER 0 q FLOAT/PANEL SWITCHES NOTES: I ENCLOSURE — TYPE A WITH c0 00 M o0 APPROPRIATE FOR SYSTEM O? '� � � -I' SUBMERSIBLE PUMP AND ALL M �► U II I` „ , NECESSARY PARTS TO OPERATE THE ( 6 —0 X 3 —6 X 6 CONC. Lo > r > SCALE 1 =20 PUMP SHALL BE PER MANUFACTURER'S PAD PER DETAIL THIS SHEET �. �- a DRAWINGS IN SPECS APPENDIX a 9 a INSTALL 2" PVC SCH. 40 I CONDUIT CONNECTING FROM 5 5 JUNCTION BOX TO 7 CONTROLLER (18" DEPTH). SUBMERSIBLE PUMP DETAIL CONTRACTOR CAN CORE UNDER SIDEWALK. IF NOT NTS I POSSIBLE REMOVE AND REPLACE INTERFERING PLAN PORTION OF SIDEWALK. SCALE 1 "=20' i STORM DRAIN CONSTRUCTION NOTES 1 CONSTRUCT 24" RCP STORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE f 22 --CONSTRUCT 48" RCP STORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE U CONSTRUCT 60" RCP STORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE 440--CONSTRUCT 36' RCP STORM DRAIN PER CITY STD. 341 TYPE 1. D LOAD SHOWN ON PROFILE 24" STRONG BOX MODEL NO: (�5) —'CONSTRUCT CATCH13ASIN PER CITY STD. 300, 304. 305. 308, 310 AND 325 SB-24SS/120V/240V STAND ALONE CONTROLLER 6 --CONSTRUCT CATCHBASIN BURP OUT PER CITY STD. 300. 304, 305. 308. 310 AND 325 7 ----CONSTRUCT LOCAL DEPRESSION PER Cfi1F STD. 307, 1-111=01W. CASE A OR AS MODIFIED PER PLAN 88 --CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, H 1=0.25'. CASE B OR AS MODIFIED PER PLAN 9 —CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 10 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336, C=5' NOTE: 11 PROTECT IN PLACE ENCLOSURE TO BE GROUNDED PER 12 REMOVE LOCAL CODE. GROUND ROD TO BE INSTALLED INSIDE ENCLOSURE. ON -- ------ CONTROLLER SIZED (2) 3/4 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 : CONTROLLER SIDE. HP SINGLE PHASE PUMPS 14 CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176 15 CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176A 16 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY STD. DWG 339 FINISH II I ISTREET CONSTRUCTION NOTES GRADE 8" II I I 120/240 VOLT DUPLEX II I I I(D 0 —'VARIABLE DEPTH COLD PLANE 0' TO 0.10' MAXIMUM NOTE: AFTER COLD PLANE, CRACK SEAL 6'-0" X 3'-6" X 6" CONCRETE OUTLET (GFCI) II I ! FOOTING INSTALL A MINIMUM OF 2" PVC SCH. 40 VISIBLE CRACKS 1/4' OR LARGER PRIOR TO OVERLAY 3" ABOVE GRADE AND SLOPE 21 OVERLAY WITH A MINIMUM OF 0.10 A.C. PER CITY STD. 100-A �!;_� I C ,_a TOP TO DRAIN AT MINIMUM OF 2%. �._SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER 1:0 ©3 3/4' CONDUIT CONNECT --CONSTRUCT 3' THICK A.C. PAVEMENT OVER 4" CAB. PER CITY STD. 100-A I III III-1 I I I III-III—III— TO MAIN BREAKER 4 ---ADJUST TO GRADE I!—III—I 1 I ( 1 I—III—III—I I 2" PVC SCH. 40 5 SAWCUT 6—MATCH EXISTING INSTALL CONDUIT AND ( 6" ©7-CONSTRUCT SPANDREL PER CITY STD. 106—A — — - PULL ROPES PER 900 SWEEP ELL t�"t SCE PLAN NO. (TVP.) i � 10" 16" - ENCLOSURE MOUNT 1 THIS SIDE FACE NOTES: NORTH PI n 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL f Li LI CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR LEGEND I ELECTRIC METER PER SCE PRIOR TO CONSTRUCTION. REPLACE EXISTING AC WITH NEW AC PAVEMENT WHICH SHALL BE CRY INSTALL DUPLEX/WEATHER PROOF I I A MINIMUM OF Y THICK OR 1" THICKER THAN EXISTING DESCRIPTION OF REVISION DATE APPROVED: CONTROLLER W ��'WITH I 2. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. WHICHEVER IS GREATER OR AS OTHERWISE NOTED ON THE PLANS ALTERNATOR PER SPECS. INSTALL 100A MAIN BREAKER II I ( STARTINGB URRENTSIZE OF POMP 3. 2" CONDUIT CONNECT TO JUNCTION BOX VARIABLE THICKNESS AC. OVERLAY (MIN. 0.10') CffY OP RANCHO CUCAMONfjA 3/4" CONDUIT I I �- J 4. INSTALL JUNCTION BOX WITH TERMINAL BLOCKS FINISH �� 5. CONNECT FLOAT SWITCHES TO TERMINAL BLOCK IN JUNCTION BOX COLD PLANE (SEE NOTE �o SUBMERSIBLE PUMP DETr AILS GRADE 8 GROUND ROD DEVON , STORM DRAIN IMPROVEMENT`S 24" I i ( I I W.V. WATER VALVE 6. INSTALL AND CONNECT WIRE IN JUNCTION BOX PER NEC CODE W.M WATER METER I I I I 2q INSTALL CONDUIT AND PULL ROPES PER . • =_ :::- ;:< SCE PLAN N0. C & G CURB AND G TT DWO 6034-2094 — PP POWER POLE 'TT _ — FROM MALVEN ST. TO ARCHIBALD AVE. , T— — APPROVED BY: ��� DATE: 2' PVC SCH. 40 CITY ENGINEER /Ij��j/ tt/ RCE: 495 T c' pES PLAN PREPARED BY: RECOMMENDED CONTROLLER ENCLOSURE -- TYPE A CONTROLLER ASSEMBLY INSTALLA'T'ION -- TYPE A PK CITY OF RANCHO CUCAMONGA ,RANCHO CIVIC CENTER DRIVE NTS NTS PK °�DRAWNRANCHO CUCAMONGA, CA 91730 �� 6 OF 1 CHECKED R.C.E. NO DRAWWO NO. MP DATE nLE NO 2004