Loading...
HomeMy WebLinkAbout2002-D .GENERAL NOTES IN THE CRY OF RANCHO CUCAMONGA PROJIECT , 1. ALL WORK SHALL BE DONE IN ACCORDANCE IMTH THESE PLANS. THE CITY OF RANCHO 81TE TRACT NO. 14759 _ _ CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS W�SM AW. summr CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE — —) RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. OFF-SITE 72. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND LEPH N R P R W IMPROVEMENT PLANS AT TELEPHONE E 0 OWE POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE SUMWT AV RIGHT-OF-WAY LIMITS OR AREAS SHALL BE REMOVED, RELOCIATEDJOREPROTECTED rINEPLA EP ROVEMENTS AS REQUIREDWORK IS TO BE AT NO COST TONE INTERSECTION OE WARDMAN BULLOCK RD. AND WILSON AVE. THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITHHRMAND AV -. ._ l•. J •t 3O THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH - FACILITIES ARE SHOWN ON THESE PLANS - 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING _ _ � s { VICINITY MAP DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO - -+ ,fit r\ N.T.S. CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES COIVSTRUCTION NOTES Oi1ANl'T7T1ES / � - - SHALL BE SET A T ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITNlN 0.01 FOOT OF �-�'---�.._._"---- _ j - '� �-,.f ,- �� f � 3'-� f --'`� SUB-GRADE ELEVATION AND AT MOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE % �� �` `` 1 Qt PROTECT IN PLACE 1 L.S. AREAS. I 2Q REMOVE AND DISPOSE EXISTING CURB, A.C. PAVING AND BASE 1 L.S. 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR © CONSTRUCT GUNlTE CHANNEL PER DETAIL ON SHEET 2. 127 LF. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. _-� CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 2 EA. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING V - �'� M �'' �'� to CONSTRUCT 8" VCP SEWER MAIN TRENCH PER C.V.W.D. STD. 30. 172 L.F. ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE Cl TY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALLJ BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE CONSTRUCT MANHOLE PER C.V.W.D. STD. N0. 18 1 E.A. MATERIALS AND/OR SURFACING. / \� t I t2 REMOVE EXISTING 8" VCP SEWER MAIN PER PLAN. _ 1 L.S. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ^�� r �" `` - + I t© REMOVE EXISTING SEWER MANHOLE PER PLAN. 1 L.S. ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. _ ,� �'�� / I t4 CONSTRUCT 8* IP SEWER EMAIN W/ CONCRETE ENCASEMENT 20 L.F. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE '�-- ._.� �'• THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE - -- I 3® CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 1 EA. ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CONSTRUCT 66- RCP AND BEDDING (D-LOAD PER PROFILE) 16 L.F. 10. PAVING SHALL 8E PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN 3 CONSTRUCT 42" RCP (D-LOAD PER PROFILE) 1 7 .F TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). �.,�_ � � / � � I I © ( 0 LE) 9 L 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NA 1i VE SOIL WHICH CONSISTS OF A ROCKY REMOVE INTERFERING PORTIONS OF EXISTING FACILITY - 22 L.F. MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE I c ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE v+ I Q CONSTRUCT 30" RCP (D-LOAD PER PROFILE) 25 L.F. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. w -�_ CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION 2 EA. io 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT _ �--� - - f / ; - .I -' % I PER CITY STD. 308 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED _.-!"` i / ~� -�_"_i I I © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) 2 EA. AT PA V►NG MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA 1 EA. STD. 321 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE �__._____--_ � � - ��` _- __ ``� o�'� I 3® REMOVE INTERFERING PORTION OF RCP PER PLAN 25 LF. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE - """ _ , LAT 7-g I I ® CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 3 EA. DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. - R` f THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE � � _SEE SHEET 3 } 4 CONSTRUCT BRICK AND MORTAR PLUG, PER DETAIL ON SHEET 3 2 EA. OF THE OWNER THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE -___ - "" " R � -- �^�' �„•� ..._r � � �� � 0 REMOVE INTERFERRlNG TREES AND LANDSCAPE 1 L.S. RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH 1S NOT SPECIFICALLY LISTED i -' !4c:c PROP. LAT ,X tA. © CONSTRUCT GUNITE V-DITCH PER DETAIL ON SHEET 2 416 L.F. IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMSC-T J s SEE SHEET 3 I Q CONSTRUCT WARP WINGWALLS AND HEADWALL PER DETAIL 1 EA. OF WORK. _ - -' �-_ - �� ( = 4 EX SAT. ON SHEET 4 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A _ c —T— CONSTRUCT CHAINLINK FENCE PER CITY STD. 607. 54 L.F. AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. ( �'�� J i I - - ' -- - ------ -- --- ,-- - - - ------- — _ ---�— -----� — -- --- _ - i i _ � r \ — —'� �- - � DRY UTILIT]ES TO 8E RELOCATED BY 07NERS 1 L.S. 15. CITY APPROVAL OF PUNS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR --� --- — —— — — — — — — — — — THE CORRECTION E ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I �' i'� '" .'� i �. SEE ET 3 ENGINEER FOR APPROVAL. — — — — �; 1 0 — j . 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY _ = - — — — _ — ——— — —— <— —— — — — - - - - - ---- - - - -- - -- - - - ---4----- STATE, 1NROUGHOUTCONSTRUCTION. SIZE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. SON V1fIL AVE E 17, CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. . -_. .__ _-_-_____.__ --' ..�.-- - __,�.._.�ti-��h -� =.�_,..- - - ' `-'`•� I PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ¢_.- I -------- ----- A. CUCAMONGA VALLEY WATER DISTRICT TELEPHONE: (909) 987-2591 10440 ASHFORD STREET. 'Jr EX7E�VT10iV I RANCHO CUCAMONGA, CA 91730-0638 -- - SEE SHEET 2 • B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA ~ 7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 FONTANA, CA 92336 l ell C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA 216 N. EUCLID AVENUE TELEPHONE: (800) 427-2200 RES. - ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM. D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 f 585-A NORTH MOUNTAIN AVENUE UPLAND, CA 91786 f - E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAM) i FRAr"_7J41 _ "f7- 9, \� 700 N. MORENO AVENUE TELEPHONE. (909) 593-7474 LA VERNE, CA 91750 �, -/\ M ' 1 \'xil l i f" , j DESCRIPTIPROVED ON OF REVISION DATE APcl CrrY OF RANCHO CUCAMONGA PRIVATE '3 NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR TRACT 147% STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES �ET WMX OFF-SRE �Q�� PLAM AT �VTERSECTION NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UT1Ll TES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO OF W LOCK M. AM AVE. 51 WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, SHEET 1 - TITLE SHEET CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED SHEET 2 - LINE "X" CHANNEL EXTENTION PLAN & PROFILE TITLE SI"BEET UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S SHEET 3 STORM DRAIN AND LINE "X-1" AND LATERALS PLAN & PROFILE RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY Approved By DATE: O� COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SHEET 4 - SEWER RELOCATION PLAN AND PROFILE AND DETAIL SHEET CITY ENGINEER RCE NO. 24953 SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TOI jP723810 DESIGNED BY: RECOMMENDED: DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE aot VALID INVOLING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY •► A.M.T. =AEl*CASC-- IDEN TIFICA TION NUMBER ISSUED BY U.S.A. ~ F IGURAR ENA ■ NEER■ N c�i e o 41m DRAWN BY: SHEET O.S. 937 SOUTH VIA LATA OF 4 CmSUITE 500 ► CHECKED BY: COLTON, CA 92324 DRAWING NO. a C.V.A. PH. (909) 783-0101 FAX (909) 783-0108 -D Q. \65804\STREET\TRAC T-B2\65804-TR-B2-STR-SHT02.DWG PROJECT SHEET NO._ � it t , - - __ - ' - - ._ i BENCH MARK - _ _ » _. _ _ _ __ _ - u _ .11 _ __ _ _ _. . _._ _ - I 11 _.. _ - _ _ _. _ _ _ _ - __. __ _ _... - - - - H U MONGA B w. - _ _ _ _ __ ,. __. . _ _ _ _ _ . . -._ _ _ . _ _ . - _ _ _ _ -- _ _ _ - _. _ R OF _ _. - ___ __ _ _-_ . _ _, .� - . . _ _ _ _. SOUTHWEST CORNS _ _. . _ - - _ .. _ - - - -- - - - - - _ __ -- - - - - . - . . _:- A - _ - - - �:. _: - - _:.. _ _- _ _ -_ _ -. __ SUMMIT AVENUE AND FAST AVENUE __ - _ _ _ . _ - - - - -- - -_ EVATION = 1507.031 FT - - .-_ -_. v_ _N , _ _- ._._ _ - -- - - - - - - ELEVATION = 459.34 M __ _ - - _ _ - 3 _ . _ __ _ _. _ _. __ _ _ _ __ _ ._ __.. _ ._-.__ _ -. -_ _._ _ ---- .._, _. ___ .___ __, _.._ _, __ ___, . - _,.. _« - - - - - IS OF BEARING - N _. _-. _ , _. _ _.,._ ___ ..-_. .__ __ _.-_. __._ ___ ___. _. . _- -__ v : _ - ORTH UNE OF SECTION 7 ... -_ __� _, � - .� BAS 2 ::: - - - - __ _ .__ :. _ ._ _ _ - __ v: _ -- - -- _ __ : .__._ ._ _:_ __ -- _ _ _ _ _ _ _ _ _ -- - 1. _ - 1.- -r-= I I _._ _ __ _ _ _ _ - _ -� _.. - -- - -a-- . - - - - - - 4V L . _-- � .� A` N' - CM _ L - - _ _, _ �._ __. __ ---- - . - - -- - - - - - - _. - - -- _._ _ _ _ _ _ _ - _ - . - - - - - = - - -A- .. - = _-. _. - _ _ _v. _ _ - - -_ _ _.__ 44 _ _ _ _ �­ -,- ,:- ­-, . . ; col!- _ j I _ - . . -: _ - - 33.2 c f s. a _ 2 E.tIdE _ 11 : - _ _- _ - A _ - _. _. - 10 -._ _ _ _ - _ _ . _ . - . -,- _.. _._.. . _ . __ _ _ - -- - - - - _ - - - __ -_ ._ _ _ - - -_.. _ - - - .. _ _ _ A - - - - - - - - _ __ _ - _ _ _ _ _ _ _ - __ _,. _ _ . _ _. __.. __. _ -_ __ __ __ -_ _ _ _ .__ - - _ Il+t _ _ - _ SW dE C _ _ _ -- , _ _ __ _ _ 1. _ _. _ - - - -- - '-- : -11 - :.. _._ _ __ _ _ I + __ w w. - _ -_ _ __ _. _.. .. __. - - __.- __ -._ __ :_,. ____ __ _ _ _ _ _ _. - _- _.__ . _. _ _-: _7 _ __ _ __ - . _ _ _ - _ _ . _. _ _ - -. : .:_ : _ - _ _ _ _ _ _:. - ___: ._.. -. _ _ _ _ +_ _.- _. _ _ _ _. _.. __ -___ .__. _ _ - -- -- -- __ - _ _ _ - _ _ . z-. _ - _ __ __. _ --..- _ _. _ _ _, ___ -. __ __ _. _ _ _ _ __1 _. . ____r_.:�____ , _.___. _:_', _L_ `--4 � _ � - _-, --- -11. � J - t-4 a- :t .__ - 1. I I I _­, -_ c - - - - - - - - _ - - = _ _: _ - _, _ - - - - - -, _ _ -- - - - - - - - - __ __ -_. __ _._ _..L. __ . .. __ t n _ _ _ _ __. -v_ _ __. ._- - _ _. __ _. _ _ _ _ = _._ _ _ :: . _ . _._ _.�_ __ _-_ __. _ ___ � .._ __ _._ _.__ �� �:: � - 241 .9� cf . : _ __ _ - -- - _ - - - - - - - - - - - __ : --, _ _ _ _ _ _. _ _ :.. _ _ r. :- __ ____ _ . .__ _ -: _ _. _ - _._ --- , _ - -._ _ : _ __ -- - 3�i.2 f ' - - _ - - - _ - _ -: - - - _ _ - . -.- _ - _ : _ _.:. -, _ . 44 - - - _ - - - -- -- - - - - - - - - - - - - - - - - _,_ -. __, _. _.. _ _ - - _ - _ _. .. _-._ _ _ _., _ _ __. _ - _ e - - _ _. _ _ _ _- - . _ - . -- --- _ _:_ , __ . .. _ -_ __ _ - - __ ... _ . _ _ - _. _.. -__ _ _ -- __.. ..__ __ -_ _. _ - _ -r' _ ,._ -._ _-- ___ __ .__. _ _ _ _ 11 _. _ - _ _. _ _ _ _: _: _ _. - A}'�J _._ ::. _. w_ _� __ __. ._.� :_" _ _ : ._ __ _ __ _ ._ __ _�_ _._ ._- ___ - 241!.9 Cf . .. -_ ._. -. - _ .. 6 - ...-... _ .. _. - _.- ... ._ _. _. _ .. _ .. _ ._ w •-. f Of t ^ �! - __. _ __._ __ _. _ BVF _ . _ . - -- ._ __ _ ..._ _ -_ 1 _ _- 10 C9 _. m V __._ _. __ Z. h : _:. _ _: ___ _ . _ __ ___ _. __. _ __ _. _ _ _ w _.__ _ _.. _. _ -.. _.._ __ _.__ _. _ __ ._ _.. .__ _ _. ___ _ __ __ p - __ _ _. _ 1. - - - - OFILE SCALES _: TE -D D 2. Z 1. A SI TRC RE' L; 8= Z 5 WAP N4 G t ' CP l D 12 _ » ___ _ _ - - _ _ ._ _. __. _ _ _ . ¢ _ ( - HORIZ.: 1 20 : - -- _ - _. - - - - - - - - - - - _ - - - - _ _� .. - _ _ - 1 44+00 43+50 43+00 42+50 42+00 41+50 41+00 40+50 40+00 39+50 39+00 38+50 38+00 ,1 r i� 8 - --*- - _ ll � / \� �" I f __ - - ---. - ..�._ - - /�-i• e j`Jt1. _.�. -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - � , _ - - - - - - - 1CJr �:, _ti s J - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - -- � * -STA. 1 00.00 WARDMAN BULLOCK ROAD - - � - - - - - - - - - - -,'- - -2- AC �IGI PER SECTION B-B t I N89'4f'46"E ` I % _.. , _ v s 1 Y u - _. ALL "( �; �. V v V ,, . ..�_.V v { r ",,_._l%-. C/: . ,Y _kms r f .- - /, .. r. -_ '_.. .,,; _-.. � - -�..; � �>Y i� 1'\ - PROP. I1 , t �' 27 CUTTOFF W LL C6)7&F wA1L - 10X 107' �fAX ,P CUTTOFF . -, "----- ..- -- _ _ - / ER . -VD"=fI PER SECTION B-B f- �. ER SECTiON�B B I _ _- - -- - - ---- - - -- -_ - -.- __ _-__ __ --_ __ -- -- -- -- - _-- --. - - -- - -- - - -- - --- - -- --- -- --- - - -- - - --- - - - - --- - -- -- - - -- - --- - - -- - -- -- -__ .--- _ -f __ _- - -- -- W - - - - 12 WA TER f - - - - - - -- - -- - - �-20- - - -- -- -- I - - - - - - - -- -fi - - - - -P - .- 2' CUTTOFF-_ALL `;- - - - -; i . �}'Z_ - o� 1 1 ,� TER / 1 " GAS WATER ) PER SECTION B-8 �_" R� PR07ECT fN PLACE t o� , - 1545. / - A 1�PROTECTT' MI PLACE' J _ -- -. �` 1545.00;00 i 4 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- -- - -- -- - - - - - - - - - - - - - -- - - - - - - - -_y A - - - - -- - - FL Nw - - sem" - - - - - - - - - -- - - --- - - - N - - - -. -- - -�=_- - - - - _ - _ = I ♦ - - - - - 3a+00 � -- - - 43+00 - - - - - 42+00 - - - 41+00 - - - _ 40+00 - P _ - - - - - - - - - - - ip - - - - -1 00_�� ��,= - .1 i>7 . 31 - - - - - - - - - - - FH - 6 33 \ I 0 6" CLEAR BETWEEN ;I 1� "___ \ 1 TOP OF PIPE AND . 1 _ "ABOT. OF CHANNEL i ,' s N I- \ I--. -- - ' a S \ I ._�.�l I - .1 r- . .1 --1 - __ I\--R/W 11/1 ,__I - , � __ \1-1\"-----, �� / \\ Y,- - _r.____- . "I ------------------------...."--�j \ I __11-1 ­­_­ __.._ ______ ­ -1. ­ _­­ I.---- -----,.-, -1 _ / _ - - _____.__­__ � - - - I - 1 - ­_ I - -_ _ _ _ PRWATE INTERIM ;- ______ _ --� ;_ it 1 20 GRAPHIC SCS CURVE/LINE DATA 40 LINE X CHANNEL EXTENSION 3.75. 3.75' 3.5't " = 20' 5% To DA,NGHT A �N89'41A/BEARINC� RADW_ - k 59LB�./Df3T. TANC�ENNT SOUTH VARIES R/W _ _ - 53' 1.5 1.5 2' CUTOFF WALL W 14 REBAR CIL f 1 O 18' O.C. BOTH WAYS i on 23.5 29.5 1 I4 `' 6' 6' 6' rt .. I CITY x 3" GUNITE W/ 6' X 6" - W1.4 X W1.4 DESCRIPTION OF REVISION DATE APPROVED a I mo' WELDED WIRE MESH (W.W.M.) /y 9 EXISTING U C 1 C" OF �� =A � GROUND UNE I SECTION 'A A� pAYLI �� T\T WATER LINE CT � c I GHT VARI N.T.S. r _ ___ -_- -VARIES . , �i�i M- / /\\ - 7M NOTES OFF-SITE Al M PLAINS AT TION N 6 / / / / /�, . l*% ` /j,/ H .& 00 1.5 & ?' CUTOFF WALL W/ 14 REBAR O 1 PROTECT IN PLACE OF W BLL OCK RD. AND AVE. 1 � 1� IS' O.C. BOTH WAYS 1• Q6 CONSTRUCT GUNITE CHANNEL PER DETAIL HEREON. LM *Xw �N AM )FLE 6" 3@ CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 \/ M w EXISTING 6' » Approved By _ DATE: � O� �In 6 GUNIrE W/ 6 X s - W1.4 X W1.4 WELDED WIRE MESH (W.W.M.) 3© CONSTRUCT 66 RCP AND BEDDING (D-LOAD PER PROFILE). CITY ENGINEER .� RCE NO. 24953 rl N6 Ne ' / QapTtssla4 DESIGNED BY: RECOMMENDED: i / X;< x / / 1 3© REMOVE INTERFERING PORTIONS OF EXISTING FACILITY. / �� ♦,� A.M.T. =AEI• C= Y7.,��l Q CONSTRUCT GUNITE V-DITCH PER DETAIL HEREON. A 1 iGUII11Q E NN 0 1 !VEER■ N vii EXIS'7TNG 1?' � 41Q79 DRAWN 8Y: SHEET i * 9 WATER UNE Q CONSTRUCT WARP WINGWALLS & HEADWALL PER DETAIL ON SHEET 4 '� 03-31� 937 SOUTH VIA LATA 2 4 sEcnav 8-8 +� � O.S. suITE 500 OF N.T.S. CONSTRUCT CHAlNLINK FENCE PER CITY STD. 607 CIVIL CHECKED BY. COLTON, CA 92324 DRAWING NO. I 1 C.V.A. PH. (909) 783-0101 FAX (909) 783-0108 a00a- D Q. \65804\STREET\TRACT-82\65804-TR-B2-STR-SHT02.DWG PRWECT SHEET N0. OF 1 BENCH MARK: . _ 2 BRASS DISK IN CONCRETE HEADWALL - _ rt-1... f_T_ _: E EAD LL - ­--r-t-r - _t_T___ M _: _ _ _.- - _ STAMPED CITY OF RANCHO CUGAMONGA B Y. . . v - ,._ ._ ._ A ..._ .-, _.. _ ...... . _ _ . _. T. _ . ._._ .. . T.. R F _,_ _ _ _ :. _ w.. n. _ 0 -. __. 10089 1987 AT SOUTHWEST CORNER - _ v _ _. _ - _ _: _ _ . I .. ,: - SUMMIT AVENUE AND EAST AVENUE a I'll _. - - _ - - _ _-.- __ _ _ _ : _ 11. ELEVATION 1507 031 FT . -..- _ ... ._ -._. __ . . _ _ - I - - ELEVATION = 459.343 M m - - - - f_ __ : __-1- r _ _ _ _ _ I F BEARING NORTH N F SECTION 7 _' , _ _ -. - __ _ _ ., _ - - - - U _ a ._. _. ___ - ... _ r BASSO E O SEC 0 2 : : . x. . _Y e ..:: : ` ,. _:� _.: _-__ _ _. __ _. �... __ :: - . :.. :, ..._ . . "- _ _.." _._ ._ _. . . �_ _ ,:._. _ - a :.. w" - VER ><i.t.-! D� PIP _ . . - _ : - : - 11.9 11 :. :. . _ _ _ _ it- _ : _: _: - :: _ : I , _______. 1= - � -4 z_-: - -�- -A 9� O _ _ __ � . . ___ I �f _ _ _ _f I i _ - _ __- --- I- w _- _. d �_ _ Zv . 2 : : _ _ : - . OVER Q.L - A .- ._ -. _ -. -_ _ _ : ,. R IC. . �F RIPE _. .. _ - _ _. _ OF PIPE _ 99 ._ _ _.- __..- k: --. - _ _ FA(:E 10 SD C.L l _ - - v._ _ 4 - - - - _ _ : _ - .� _ -: _ . _ .-_. -_. .-. - -._ ._- : _, - _. 11- _ _: : _ _ - _ A W SO L ­:�­-_. . ___, _ -,-,-4 .._ , , : - _. . : _ -4 t t� � ­__-,t_-.=f_-_=t_-=- ----,--. 7-/ - - . i -YR wsE _ - - _ _ :_ : - _ _ 4 - _ _ _ _ _ ___ _._. . . _.. _ _ _. _. - . - _ _ _ _. 1 _ H _ _. r.. - - _ :. _.: = - ._ P .. -:.IL I rt. _: . n. _ _ _ - _< _ FACE !� 5D . _ _. _ : �� It _- . a. o� . I 3 , _. - - _. - . R . _ - ._. _ �. - _ _ - _ � 9 1 t-r--- %-I, , III- , I ­ -. _ :: _:_ _ .. .1 -::11- -: , _ _.- K. a - _ _ _ _ . � . 0to0 = 30:8 Cfa � ._ .. _ _.._ . , . _ _ 4 _ 91 _- -,_ _ Ill 1 99 - ,- - _ : ::. v.. _ _ - 14 f e - __. _ - _ ___ __ - __. _ . __j - 1 1, ," I I . i t I __ � 9: J , I :--, 1-L- j :, - ':'�'7:" ­ .-1- -I- _ �_ __ _ . .- - Y � o f -. ... -_. .__. __ 1-1 4 - 57.0 c s = z e, = ..._. �... _ �. ..r d ._ - .. .. a' iq 67.5 cfs 4 A - 30.8 efs : �. .� _ tee Moor _ - ._ __ f = -_ __. -.__._ b W ..- .. _ -- .._. .. , h h - - .9 - Z �- t -. _j __ :3.2 f _ . 99i _ . -_... _ 999 A _- .._ - h �, h - - - i -_ - _ _. .. [t .- .. __. - _ __. .,..., _. __.. _ .. m r .� .- _.. _.0 _. __. - _ _ - -. t.. _ _ _.: -_ _ - . : - . _ _ �. _ - - - _." - _ y , �; , _ 12114 LIt /tCP -1504) - , I - - - _ ro, _. - : _- _ - -._ _. _ - - - - - - -_--__-t--__-_______, - - - _ . - _ _ - _ . . - - .nf - - - - - -_ _-. : .:: - - - - - - ._ _ _, __. _ __- __ _. _ __ _ _.,.. _ ,_ __,. 1 __ _ _ __ I% __ -. ♦r'} _ _ , a _ - _. ~Z -_ . . _. _ _, _.. p ::. -.__ _ -_ ._ ._ _ -- _ , 4 - _._ _ _ - T - 13 . -1 I - - - - . . ■ �. __ o, _. _ : :: _ p - - 1. - Z3 _ - _ - _. _..: 1. 11 I _ __ 1_11 , �_ - _ _. r,. 2 :: _ _ . . _ - _ : `: ': . . - - ­ I __- ,__ _ -I �r - _ 4 , 'I : I J _ A I., - , _ : - 'I- � ,. � -__ . - --- . . -1 ._ _. � HORrz • 1 20 V 4 10+00 10+50 11+00 11+50 12+00 13+00 10+00 10+50 10+00 10+50 EX. UNE 'X' I / / TM NOTES I j O PROTECT 1N PLACE �' I I � i 37+06.75 UNE 'X' ( 15315 7 �' I I , I '. f` END REMOVAL OF INK ( Qi CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 _1_1-1 I I II t\\ . . EXIST. 66" RCP I I I \ ( I CONSTRUCT 66 RCP (D-LOAD PER PROFILE ' I , I I( ',,, \ `-�_. -' MATCH EXlsr. INVERr _ f_ I I � I ® - ( ) 4 I I r___ I �, - '-- ,," _ 1 91 1 1 3© CONSTRUCT 42' RCP (D-LOAD PER PROFILE) ' ' ! a�V4 x t rl l �. I 1+00.00 M►I4 AN BIJLLOGX R0. C INT. - �'� I =eo+00.00 w1LsoN AVE. c .�_j :' 10+00.00 LME 'x-1' c nvr. ! PROP. LINE 'x-1' ! © CONSTRUCT 30' RCP (D-LOAD PER PROFILE) ss" RCP 1 I I \\\ �/'"�-�_• =37+00.67 UNE 'x' 42 RCP { ® CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION 11,' �/ I i I \ EX. TELE / � . A=45, B=42; L=6.67' I I PER CITY STD. 308 _ I 10+00.00 LAT. *X-IA' C INT -=\ �._t\ I ! { Q CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) 1 EX TER PER I 0 j 1 ' I 1 ,. A 145.00' 8=30'"X-I" CA /` 1 634.59 I -------. / �8-Ml'fa-5 v I I I \ - A =D2=42, C=284' I ® CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA ( � 11 W I Ex 8•i 1 I L `� ' j - PROP. x T - I STD. 321 10+226a I 4 , I I I .ocr SEE PROFILE HEREON 37+oo.oa LINE 'x' 11534a I I 3® REMOVE INTERFERING PORTrON OF RCP PER PLAN 8' SWR. X-ING 42' SD I 1 I/__ I \ BEgN REMOVAL OF I INV I CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 - - ISCE �� _ EXIST. 66 RCP1534.66 = IDP SWR I - - _4 1 - - - - - __- --- _- - 10+00.00 LAT. "X-1B' MT1 _ - - - \ (MATCH EXIST. INVERT)1535.16 = TOP CONI. ENC. - -- - - -- - - v __ - _ - - - - - 0 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL HEREON 1535.6a = BOT SD. I I j ` II 1+1x.35 LAT. - ' A=45.00,08 30" 'X-1�C/L_ _._ - - - - - - - - \\ I , I I , 1535.97 - INV. SD. - 1 1+14. T. 'C-1' C INT. JOIN-EX.-Y+4' i?CP--=� _ = _ ._ 4 EX. UNE 'C' � IT- � � 2 �i s 1 +17.x0 BC I , I ! =11+15.57 UNE 'X-1" C/L I (ECFV. R'=f537.89) - -- -- __ - ------- ------ ----------- --- \ I I I 10+07.61 - 10+135. EC A=7 1jQ2' 8=240 1 r�rL�� �" \\ I I I I 4 REMOVE INTERFERRING TREES AND LANDSCAPE 1z WTR. X ING 42 SO I Dr X42 . C 1.61 _ _ -- I --- - _--- -, -- �� _-� S� Q ��L__ ELEv�I',s*=1s37as C _ '�7�-�__._-._ 4 _ _ .�\ I , I I - _ _ _ T DRY UTILITIES TO BE RELOCATED BY OTHERS 1539.50 = BOT WTR. I I I I I j - eo - - 2+ 12+00.57 UNE X-1' \\ -------- _ ,. =37+00.67 NE 'X" /L ( 1 49 3941 \\ 1 _A. � � I j A=45, B=42 , L-6.6 I I I B 2' I ' -._ _i __. _ .- , 35 - � •A• I I 1 , I I _ _ - _ __ -, - __- --- -- - D 4 \ - - -- \ SEE RIGHT I I I I -I - - ------- -------- -- �--� -- - - ---- - - _ - - - -' ' --� \ _ _ ll 1�\ 10, I { I / - - 0.7`"f! I I ._. �-^-. -�__r.`^ \ f f \ I { \\ ` I j I I I - SEE PROFILE HEREON!--I\ II .11 \ I I 1 ' / - - -- -- -- 1 I y - / _ ,- r - -ry- _.... 111 11§�V. STAC13. 2+48.26 \ fir- ' J ' / GA. JK If_ \ I �41 / I ` I /�� 1 / I i I W-28546.f 0, ST. STA. 2+64.2Ws 7 ! ! \ I i l l III ocu�,c_ - - - -- - -- LLL . urx� . �. W=28, V=6' " 1 I y I , ) 1 1 I PROTECT !N PLACE $EE PROFILE HEREON (TC=1547.37) ` SCALE: 1 =4 r ' ` 1 - ' 1 1 _ , ` I I 105241 --j- 4 ` ( � � �, 96" WTR. X-IVG ,42' sa ,� j -- �-�- I11 ` I 1535.3a = BOT. iSD I '` (- - III I -i l I -I 1532.00 - TOP WTR• OPP77CSFIVAAURiT - I EtST. 6' SCOEEN WALL - BRICK LAID LENGTHWISE CITY : I I I I 1 , \ ( , �PROTECT IN PLACE i PROTECT IN PLACE AND MORTARED DESCRIPTION OF REVISION DATE I � APPROVED I I i I a 11111 I Iy I. � ! I\ i I � I I I II - { ��. - r I d " I I ( ( W '� I !NSIDED EDGE OF R.C.P. GROOVE OR END of IPE V// I s OF RANCHO CUCAMONGA �, . - , �--I 3 ;.I I -C ,_. F I .I ! I I ` I is I , 1 I a (IF BROKEN) 1" CEMENT GROUT INSIDE DIAMETER TRACT U759 D! 69' RCP LIVE � ", , I I I I I 10. �11 1 1 I I I I X \\ I CAPPING AT END OF ' PER C R.G STORM DRAM � 1 ' I I j ' I 1 LsL�I I I P► . . OFF-SITE UnO PLAINS AT � IMP. PLAN FOR 24TH ST. •, � ,, I W ,- � I I I y �< I I I �- -- _- -- ---- __. _.- --. __-. r � � - � . PROTECT IV PLACE , ' i 4 2 ai I I I I ! W I ' 1\1 I " - i 11 , I � I I ` I ! I t l 1 . * • OF W BL L= RD. AIS AVE. j 1 1 I 1 ,I 1 NI I I i r`` 1 t,, 2 `� BRICKAND MORTAR UM 'Xs l � AM IR�I , , �I Ir a , ,, CURVE/LINE DATA Sr"GROW - CLOSER i DELTAMEARNG PADL1S UENJDIST. TANCEIT 20 0 10 20 40 `` Approved By DATE: / �/G' R 000 CITY ENGINEER ��a��/ RCE N0. 24953 A N45'18'14"W - 17.80' - 1" = Y0' � i `% I I It I I - { . 1 I I i BENCH MARK: . Match bock - 2" BRASS 173W (14) V 0 300 mm (12"). Total 5 '_ _ -: _-_ .. "CITY Match Sack fore face of M HevdwoH or _ - _. . -. . _ . .: moped wingwall 1TY _ _ of warped wingwail or endwall __ __ 225 mm 9 Min 3-125M (/I!i). Str _ __ _._. -_ '_ 10089 1987' AT SOUTHWEST CORNER OF 225 mm (9 ) Mm 600 mm ( ) . -: _ : -. -..: _. VENUE - =_ - -. ;-_ = - ._:w -` -. _. - __t-_1-1___-_-__-_ , .: r ._- SUMMIT AVENUE AND EAST A (2 D) 4 2-113W (#4) 1►-W (14)C2 0 300 mm (12), - - - - - 300 mm _ _: ELEVATION = 1507.031 FT _._ _m __. _._ _. _. _ .. :_ .._. _ - I brtkar (1 _p-) 2-113W (14), Str, • 300 mm (12) C Total 5 __ ._,. _.. . _ _-__. _. _ _._ , _ _ ___ -_ _ ELEVATION = 459.343 M Nem - - _ Ont 113W (14)J • 300 mm (12 ) _ :_. ._._ r • _ __- - FII lot, both Backface .. __ __.. _._ __. ZN skies of - 3M • 300 mm 12 t _ __ _. _ _ . 2 _ - r upstream end, 1f (/4) ( 7 :. __ -_ ,_. _. _ _ _ _ IS OF BEARING - NORTH LINE OF SECTION 7 __ ___ ___ -_, __ _ .. . _ _... _.__ - v_ q16. for dl ..H.a 3M O 450 mm 18" _ v.. _-' _: _: = �� 13 mill (1/2 ") Exp Jt filler !� (/'+)J ( ) _ _._. .._ - Front fore - __. __ ,.. _ -._ __ _ , _ k _ Slope -_ -L A _ _ __. 2. 1 (1 to match channel _ _ _ _ ,I I /�1 .- _ B _.__ .:::_ .: _. .. - - - _. I - 1i B _ ..._ _.. -, rrrent F FT 113M (14) O 450 mm (18). Str, both faces - � 113M (14)'� O 300 mm (12 ) .. .. ._. ._ __, _ __- __ .-.,_. ___. __. .. - __ . _ ___. .___ . . __ _..: _. __ __. .�_ .__ ___ -,_-_ __ -- _ - _ _ _ _ -- Slope of fill chvnnel - . _. - ._ JJ 3-113M (14) 3-125M . _ _. - __ :._ _-. «7 __. ..... .- _ - _ _ _._ ::_.. __ - _ _. - Q _ _ __. __.. ___ . - . ___ :_ .__ _ : . _.._ -_ :. . _:_ t ) I C _ (P) 3-1z9M (P)n _ - _ -_ _ � _n c c .__ Z _ -- - _ - _ .- 1E h 2- 3W _ _ _ _ __. .. -. _ t.+ L r 3 lIg) • 300 mm 600 mm _ _ _ _ . �` - . _ .- - - _. . C 2 = __ :_ _ _. _ Nem F _. _ ... �, t �b - _ ..._ _. .... . I . -: _ 113M (14) 0 k1 •'� 113W (144) O 450 mm (187, - 1. :: 1b ~ 450 mm 18' 3-129M (0) ` 'rJ - � � � i _ _ ( Str backface ._.._ .... __. --- _ _ . ._.- _-. _.. - -_ -._ Z . - w - _ �. � NOTE 1f3M (14)-1 O 450 mm (18) Front __ ::: Q: / / 2- -V .7 _._ _..._ ____ _____ ___ __ - . . ____ __. g h Elements el to (/4) F face, bend 750 mm (2-6 ) __. _._. _. ___ , _ _. , parallel - . - _ cutoff won are arta wall or ran _ _ _ __ /* . 'k�t line. _ g -- i : '_-_',___: i __ . :: - _ _ :. - _ ..i .. -I-t-- -1 .. 1 - I i I (1 1/?. 1Li i N _ _ - - O►m _ ff waN - - o Ont 300 mm 2 113M (14) !f alternative bottom is used. - .t Cuto __ __ _. _ } 1 I - --t. '. .... V . I 11 a ,� (1'-0-) Alternative bottom of cutoff wal 1. . _ _ :: .: a TYPICAL FOR MAXIMUAM H > 3 m (10) TYPICAL FOR MAXIMUM H < 3 m (10) _ _._. _. - _. _. _ W . - - - h . : _ r. - - _ _._ :_ Toe of slopeE _ .... _ _-._ _ _.. --. - __. . _ __. _ -_ -, END ELEVATION - ::_ - . _ _._ �� ._-. _ _ .__ �_ _ L�oIf at upstream end _ - . -- ... _._ _ �. .ir PLAN .� - - _ _ . Toe of Pyla wall fillet ►s not shown - :_. 'r _ - N--_: .__.,. --�_f_ _-. _ . v •r ter_ _ ..�-__.._{_... 1 .... �.-_y L- ---_. �� _. _ �+ -..» . -. ♦Y- i , __ _ v_ P- : __ f.. _ -- ._. _ _-. -,:. _ _ E>� B; YC 9EwEl� _.. FA let, curved to -_ _.__ __.._ _ __ _ _ __. Q 40 3-125M (,�) match pipe - - :: _ V: ` -' 13 mm (1/27 Exp Jt filler to : Extend waN spacers 600 mm (2')t - �` .__ Zik = =. -+ ___ _... __._ __. a into headwall or endwaM. 150 mm (6 ), O Headwall --- H - - . - _ . _ _ ;!f Rotate rf necessary. .. .1 _ and O L 3M Dowels L O 300 mm 12 _ __. - _ - _. _ _ ::_- : _ "irr 150 mm - _ _ _ 300 mm 1 0 - _ ( ) __. (Near spring line, eliminate 6 :_ _ _ E ( ) _ 3M O 300 mm 12 _ _-, . _ __ __ _ ,4 (14)fl ( ) E face extension and hook rear Length varies to match fillet transition. .r. .__ . _ _.a. .,-._ _.. - _ __ - - _ :L W extension outward rf possible.) 50 mm (2) pr i ' _. - I _ ..: Slope varies 1:f O headwall -__ - = : 8" Of I "- `_ g' VCP SSE 225 mm (9") Const Jt,Pto flat O »L.. --,- -4 I _ / _ -.. ­_ - - _ _ - 2 . -.. - .I I I I . . - . " � - 3M --.. .: - - L �- I r - � � . I . - IL-I � � . I �"_j -- -.1 -, - __ I I. I. . - - I_..­-___ ,-_ - .-�� - -.-f wingwoff _=�,_ - e_. __ __. .- - _ .I I-.1 _ -_- = ­. -r_" :_ '_: _ 375 mm 1'-3' .: . ( ) - . . _ _- _ . ..__ _. _.- _�- __ __ _ _,_��A - _ - - 102 mm (4 ) x 102 mm (4) -- --__. ___ _.__ __t _._. _ _._ _ _ _ _ _ _ - Warped - MW9 x MW9 (W1.4 x WL4) __ _ ___ :_-_ _ . . . . _-. _. _w :: __. . E wfigwall Q Welded wire fabric _-_- _ _ - ._.: -___ _.._ -_ __ -__ _ __ _a _- .: _ _ _. _.. _- _. _ SECTION B-8 __- _ _ __ .. -_ SM1. r_ E e1­11.1L r Const Jt _._. _ _ .. SN E :. -, _. N N. :_- .__ . - ._: : _ _a; �_ - - - - PROFILE SCALES Q Q 1:1 E -• _ _ _: .. . _. . _ 1. _ _ . �, �., _.. -__ ___ _ - - - 113V (14). 65 mm (2 1/2 ) Cir n �, - - 600 mm (1) 13 mm ( 1/1 ' Exp Jt fAler, 1» 20 -_. _.._. - - - - - _ 1» 4. » _ _ . - __ _ where "H Max > 3 m 10 525 mm __ __ -_:- -__ ( ) D - D • D - - - -- - _ .__ _ _ _ _ ,. _. _ . - ._ var11 3M ) O . • O. . D. ' O. ' D. 0+00 0+50 1+00 1+50 2+00 ' Extend wall accts 600 mm (2')-+ ' 450 mm 18 into headwall or endwoff Apron a - A i_ - i. i_ - i. 4 150 mm (67 /� I I I `�' EXJST. 96' WATER I / SECTION A-A SECTION F-F ' +, / I I ��5 8TTER DIST � _, - 300 mm (1'-0 7 .. , i l I I + I 1 _ 1�i. 4-113M (14) t 9 I I � 1 � �.� - - -6 - - - - -PROTECT IN PLACE - - - 4 -', - A•� Dim to 300 mm f -0 where H S 3 m f 0 600 mm I I I I - - - - - - - Dim Is 600 mm (2-0� where H > 3 m �10� W-J 2�_0. 1 I I' 125M (,}0)-Str 225 mm 300 mm 1 n3W (14)n • 300 mm (12') I I I �� I - 4 k"3M (14) DETAIL E 113M (14)tj 0 300 mm (12") (97 Mfi (1'-p) I I I � . � ___ Ex ELEC. - -_ � I Total 5 450 mm , (,/4)-Str - ` - -� - -4-I-� - \ 1 _, � y Elev **a" 113M (14) f'-6' Min 12 (,8) . �. - - - �- -- - -r -t -i ' - - - - - - - - ��l- -�L - - - - --�--�- - ( ) 3- 5M o,Total 3 - - - - - - - �! i G _ _� - m `D. see table in Std Plan D868A 600 mm T I I ._ ________1__ - --- - _- __ - - - - - - - i- �� mm (2'-0') i L-J _ �L----Z__----j - - ------------ --- ---- y�� For transverse Reinf 125M (�)Q 13 mm 1 2 ' Elev "o" i i _ ��- ' TEL I in warped wingwall, see = Exp Jt fiNer 1t (14) • 1 Stiffeningboom table in Std Plan D868A 375 mm 300 mm (12 ), - _ -� - I \ ^ /►3M (14) O Total 5 Slope apron ----- - - -1- - -,- ( _��_ -- '- r -� I EX. T.V. E kiSTtINr iNG d' SS 1 ` 0 ^ 450 mm (18 ) 1 T_3 y y to match channel - - - - - - _ - - - - - - - - - - - - �- 0 75b mm Fillet = L 225 mm (9') -- -- _ _ - - '� - _-PLAN ` PER 6-114 � - -} --�--- PLAfV ,168-S36-f4 11 E �- FL _6 its (14) 0 750 mm - - - ____ - ___�- - +oo. VE. c T. \ A SHT 14 OF 16 9M (19) P1zotEcr IN PudE � � 129M (,p), ®„� 450 mm (18') 2'-s ) I � =STA. 1+00. ARDMA suLLocK RD. c_/t ___ __ ____ � = yr /� E �c 1 --- ---�-� N89'41'4S� ---)--------------------------- - ---- I Slope varies i Z of o 0° Const Jt 150 mm (6) 150 mm E z - ` 1T - - - - - - For number 0 sire of bars, x N-1 �� Const Jt -�� ( I - mo table in Std Plan D86BA. o k 1i3M (14) O 450 mm Detail E 6- 0 1 Extend and hook Into 1 1/2 Dia Cir 7 �' (18') Max ( ) 11� (14) 0 g;I a 8- $TUD OUT 14 _ __ �1 _ ---------------------------- T -- -- cutoff wall and headwall 450 mm (18 ) Max �? r -- ----- _ - - -- __-- _-- _ ___- _- or -- cutoff all 25 mm (1 ) Min 1 . _ _ - W/_� . _ - - - i _ - 1 f/2 Dia Cir o, =` 300 mm f'-0 Cutoff woN ' EX. 1 CATER PER A 1+93.92 UNE 'J" ( 7 0+00.00 J' `� PLAN 2G8-5 150 6' �' Z_ 300 mm (1 -0') 11 1 I 10 12 BEGIN REMOVAL '.. ( C M.H. O. 34 SH T 5 OF 5 25 mm (1) Min Cutoff wall '� dr REPLACEMENT_ r E a .a - - - - - - - - - - _ - - - - - - - � - PROTECT !N PLACE • E TYPICAL FOR MAXIMUM "H" � 3.0 m (10') �>?��d _ - - - -- _ -.- - _ - -_ -- __ _ _ -_ -_ -__ _ --- , ,,_--- -- _ E ^ a ^ - - -- - - - - - - � - - - 113M (14) Spacers 0300 mm (12') �E � ;Q I- r $ - - - - - - - - - - - - - -- - - - -- -~ - -y --- --- - - N § 113M (14) O 450 mm (18") TYPICAL FOR MAXIMUM "H" > 3.0 m (10') - - - - _ - - - 150 mm 113M (14) x 1.5 m (5') Dowels O 300 mm (1?") Ctrs 1535.97 INV. 42" SD -- ---`-- ------------------ ----- -------------- 410 1535.66 BOT. 42' SD I EX. 66" SD UNE 'X' (s') PART LONGITUDINAL SECTION 1534.66 TOP 8' SS PROTECT IN PLACE '�� ('�) �E.^ NOTE: 1535.16 TOP /,i � \ •-E� RCP shown. Metal pipe similar except eliminate the / �� 113W (14) • 450 mm (18")---1expansion joint and use hook bolts O 480 mm (197. \ / spacing. Size and length provided by manufacturer. 400 mm (1'-4') for Max "H"S 3 m 10 600 mm (2') for Max "H" > 3 m (10) GRAPFW SCALE �►THour STIFFENING BEAM SECTION C-C20 0 10 20 40 VAere abrasion is anticipated, increase apron thickness to 175 mm (7) minimum to provide 50 mm (2") minimum reinforcement coverage. I" = 20' h DESCRIPTION OF REVISION DATE cAPPROVED n WARPED IMNGWALLS N, !_0 C" OF RAACHO C WALL DIMENSIONS AND REINFORCING STIFFENING BEAM DIMENSIONS AND REINFORCING Element 2.4 m 8 „ 3.7 rp 4.3 m 4.9 m 5. 6.1 m 7.6 9.1 10.7 12.2 m (40) .. .1 3.0 m (10') 3.7 m (12') 4.3 m 14 4.9 m 1s' 5.5 m 18' 6.1 m (20') 1 ( ) ) ( ) H 16 8 20 30' more Slope or less ( Ma 12 14 25 35 or TMCT %7u% 113M (/4 113M (14 116M (f5 116M (15 19M 16 122M (17 I'22M (17) No beam. Place 2-119M ,}F6 in each TM NOTES x300 ,,�` 1.8 m 6 0 4.1 (1/4:1) Front face Reinf mm �12-) 0175 mm 17') 0175 mm �7") 0125 mm �5') "'� mm (6") p►75 mm �7') 0150 mm (6") ( ) �� d� t 4pTEsata OFF-SM AT Rear face Refif i13M (14� 1i3M (/4) 3M (14) �13M (14) 013W (14 - 113M (14) 11.3M (1'E) g op of 10 CONSTRUCT 8" VCP SEWER MAIN TRENCH PER C.V.W.D. �o �t 00 mm 12 ) Ot300 mm (127 mm 12' at300 mm (12 ) 0300 mm 112 ) mm (12 mm 12) 24 m (8') "A"WON. =300 mm 1'-O' �1 1,3M (,�4 ( 13M 14 13M (/'4) 113M (14) 3.o m 10 ( ) 1 CONSTRUCTOMANHOLE PER C.VW.D. STD. NO. 18 ~ �� �' AM *IBM AVE i 4:3 (314-1) Front face Reinf 0300 mm t12') 0300 mm 12') 0100 mm 62 0� mm ?12 0150 mm 10 ) 0.00 mm (8 ) 0150 ( 6 ) "B"=225 mm (9) © a 41M A Rear face Reinf 3M (/4 (� 3M (14 (� ( ) 3M (14) 116M (�S� 3.7 m 12' "A"=450 mm (1'-s) 1 REMOVE EX. 8" VCP SEWER MAIN PER PLAN �� A� �f� � �11 �1 ( ) �1 0300 mm 12 0150 mm 6 0200 mm 8 03-31-0 0300 mm 1 /1 �1 Z') 0.100 mm 127 0250 mm f O-) 0175 mm ( ) ( ) Total 6-119M (,1S) � 3M (,r4 113M (14) 13M (14 3M (14 3M (14 13M 14 113M (14) 4.3 m (14') "B"=300 mm 1'-0' "A"= 560 mm 1'-10" 1© REMOVE EX. SEWER MANHOLE PER PLAN A), CMI. � i 4:5 00 mm 12 01300 mm (12 mm (12') ., t mm 112 0!300 mm ()12 ) mm ( mm 12 Approved By DATE: R 1 1 4:1 Front face Rein• f18.1= app m A = 600 mm 14 CONSTRUCT 8 DIP SEWER MAIN W� CONCRETE ENCASEMENT �.(,� � �13M 3M � /�9M CITY ENGINEER RCE NO. 24953 2M J ( / ) Rear face Refif (/4) 11 (/4) 3M (14) 6M (15) (16) 50 m )(6- S0 m 6' 4.9 m (16) Tota! 6-122M (17) - 2 0 �� '� + 0200 mm (87 •200 mm 8 0125 mm 5 0150 mm s 0175 mm (7') 0 (1 0 ) ( - ) PER C.V.W.D. STD. N0. 23 I RECOMMENDED: 'D" at Cutoff Wall mm in 150 mm 6" 150 mm 6" 150 mm 6' 190 mm (7)4) 200 mm 8" 40 mm (9)¢ ) 280 mm I1) 5.5 m 18 Tota! 6- 5M B = 450 mm (1 -6) DATE APP VED -Ti3 WOR DER No. DESIGNED BY: RECO E DED: 'D" of Culvert mm in 150 mm 6- 150 mm 6" 200 mm 8' 240 mm 9)� ) 280 mm 11' 330 mm 1'-1' 6.1 m 20 ( ) Total 8-129M (19) A.M.T. 150 mm 6 _AEI C_ � CURVE/LINE DATA ASSISTANT GENERAL MANAGER / COO DIP 5828 DROWN BY: E■V 0 ■ !VEER■ !V Cal SHEET i .111 O.S. 937 SOUTH VIA LATA 4 of 4 NOTES: Waft designed for 600 mm (2') surcharge, earth density - 1900 kg/ (120LB/CU FT); equivalent fluid pressure = 5.66 KPa/m (36LB/CU Fr). DELTA/W_AFf1C3 RADW I EN/DIST. TANGENT CUCAMONGA VALLEY WATER DISTRICT ATLAS No. SUITE 500 . i V D of ed wall unlfarml from that at cutoff wall to that at culvert liar maximum "H" > 3�7m 12 . ENGINEERING DEPARTMENT 1614 1615 CHECKED BY: COLTON, CA 92324 DRAWING NO. �y y l ) » "C', 11 " 1 » 11 1. *W", 1 " "a"," "" Il A a N89 41 46 E Dimensions L , Mr; 'H , M , N , Elevation a • Angle of Rom". end 'Slope" (as apply) aro shown on the plans. 194.31 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA. 91730 1714 1715 C.VA. _ PH. (909) 783-0101 FAX (909) 783 0108 909 987-2591 ZDp PROJECT SET NO OF