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HomeMy WebLinkAbout1247-D � P i 4 SHEET INDEX SHT• NO. DESCRIPTION I TITLE SHEET 2-5 STORM DRAIN PLAN a PROFILE 6-7 LATERAL PROFILES CITY OF RANCHO CU 8 SECTIONS a DETAILS CAM ONGA 9 STREET IMPROVEMENTS 1 E . }i i GENERAL NOTES HELLMAN AVENUE STORM DRAINc a (MONTE VISTA STREET TO CUCAMONGA STORM DRAIN) ' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THM PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON- STRUCTION - 1§85 EDITION WITH 86 8 87 SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONISIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. � I 2. ALL PIPELINE$ OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE 19TH STREET PLANS WITHIN THE RIGHT- OF-WAY LIMITS OR IN ADJACENT AREAS WHERE i IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO-COST TO THE CITY OF RANCHO CUCAMONGA. W z w 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF SERYL AVENUE Za WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE- FOR ANY DAMAGE TO EXISTING Q ST. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROMHIS OPERATIONS, WHETHER OR C_1 a CANINE ST. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. TRAFFIC CONTROL PLAN w LA ST.N A A RANI�C ELECTRIC R.R 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA z A ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN N.T.S• A THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- OF - WAY. �.. D ALL GRADE STAKES SHALL BE SET BY THE SURVEYOR PROVIDED BY THE CITY. BASELINE AQ PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT TYPICAL CLOSURE SOUTH OF BASELINE AV • POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN W 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY PROJECT ENGINEERS AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. THE CONTRACTOR lit SHALL NOTIFY THE CITY ENGINEERS OFFICE AT LEAST 3 WORKING DAYS Q H o LOCATION OQP PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION STAKING. Alk _ C-13 J y W 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS,OR V _m CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. �r o �20J u0 STREET �p Z 0 Q 1"' O� a 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, �� a T a T— Ptl` J COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED W-6(30)- 0 GJ� _ BY THE CITY OF RANCHO CUCAMONGA. RE-TESTS DUE TO COMPACTION FAILURE W .I(LT) Y ICAL CLOSURE NOS F BASE INE v>, 3 SHALL BE PAID FOR BY THE CONTRACTOR. I I000d 201 200' TYPE =BARRICADE [SELMA AVE. i. ESTIMATE OF QUANTITIES IS PROVIDED BY CITY ENGINEER ONLY FOR THE C' 3AR 400 I CONVENIENCE OF THE CITY FOR BIDDIRG PURPOSES. THE CONTRACTOR SHALL NT . MAKE, HIS .OWN DETERMINATION CF CONSTRUCTION QUANTITIES BEFORE R-16 • ' 200 200 CONSTRUCTION TONE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 18 S(LT) -1 C-I81 � /`C-5(LT) �C-1 C-16'� FOOTHILL BOULEVARD NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED �rC-13 HELLMAN AVENUE cONSTRUCTKHI ZONE AS INCLUDED IN THE OTHER ITEMS OF WORK. R 6--C-5(RT) HELLMAN 'C�13 C-18 C-I C-'S(RT) AV N� `C-13 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, `C-18 C-1 C-'S(RT) M►C-3AR TYPE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE C-5(LT) BARRICADE C-3AR BARRICADE C-2 TYPE M tR-IT C-5(LT) C-5(RT) � REQUEST OF THE INSPECTOR. W K). CONTACT UNDERGROUND SERVICE ALERT AT I- 800- 422-4133 AND THE FOLLOWING Q UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. 400, 3'SO• Go LOCATION MAP CUCAMONGA COUNTY WATER DISTRICT (714) 967' 0Ir SIGNS• AND DELINEATORS �C•20 Q 9641 SAN BERNARDINO ROAD QW N W (- NT.S. W PER CALTRANS TRAFF1 W RANCHO CUCAMONGA, CA. 91730 0 lC MANUAL, TRAFFIC 0- Z aC 1 1" CONTROLS FIGURE 5-6 TY . 20A SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (S IS) 949-7911' R N J W > BENCHMARK o MR. BOB .STALLINGS,- FOR BASE LINE CONSTRUCTION 0. � 2 � � CHISLED "O " AT E.C.R., S/W RET. HELLMAN AVE. c•sIRT) c-S(RT)� o4C 02AND LA RHONDA STREET EL. 1428.52 NOTE : UNDERGROUND SERVICE ALERT CONTACTS; _ GENERAL TELEPHONE C-5(RT)j > SO. CALIFORNIA EDISON LAYTON STREETC-5(LT) LAYTON J LAYTON BASIS OR" IREARING : SO. CALIFORNIA GAS COMPANY CABLE COMPANIES C-13.� rSTRiEr CT 0 (i HELLMAN AVENUE NORTH OF BASELINE, N 000 29' 45" W SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT Z 1 il. CONTRACTOR SHALL POSSESS A CLASSoW LICENSE, (GENERAL ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS f LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET tC"I® C-5(LT)- -SIRT) SEW AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. Vi AMETHYST 12. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE CONTRACTOR SHALL kC-5(LT) STREET AIIVED -eO 5T69M PIE—Alld G0NNE6T10W 70 y�• SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH 22S MAI►ILINE W NELLMAIJ AVE. PF-9 CI.I.P. SS-gG 1 SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION LEGENDQ ITEDES/GN -VIW -P,P.C. OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE . PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. ` CITY • DELINEATORS (40 MAX SPACING) NO. DESCRIPTION DESCRIPTION OF REVISION DATE APPROVED. 13II BARRIER SOIL BORING LOGS SHOWN ON THE CONTRACT DRAWINGS ARE MADE AVAILABLE FOR TYPE BARRIER THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO MAKE OF THEM IN C-2 ROAD CLOSED CITY OF RANCHO CUCAMONGA THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO � SIGN -�r• l� Of ESS/ '��ccr''?�.. GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORINGS REPRESENT C-3AR ROAD CLOSED TO THRU TRAFFIC s ;rte,-�- � �t �R G�}• �Ff_,�.!,,;;,,. A TRUE AND COMPLETE CROSS SECTION OF ALL THE MATERIAL TO BE ENCOUNT-ERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS PROJECT. �s" t `� HELLMAN AVENUE C-13 END CONSTRUCTION _ ® BEVIS101J ISY = � ?�~ ,� �l',�t '�,� y ,v 4 M. REBAR SPACING FOR JUNCTION STRUCTURES AND MANHOLES SPECIFIED SHALL BE PER L.A.C.F.C.D. STD. DWGS. UNLESS OTHERWISE NOTED. C-18 ROAD CONSTRUCTION AHEAD {7ECB15N� l.�UEIirEA =ASr�DGIQTES �► "°• z3a:r, STORM DRAIN C-20 RIGHT LANE CLOSED AHEAD 9331 UTICA AVE. SUIT 15Cir- ., lxc ,,,��, I6. TRAFFIC ENGINEER SHALL BE NOTIFIED 2 DAYS IN ADVANCE OF CLOSURE SOUTH R-16 NO RIGHT TURN alatlAlGNO CLICAb1OMegA= 4-#• 91730 OF BASELINE FOR SETTING OF SPECIAL TIMING IN TRAFFIC SIGNAL. R- IT NO LEFT TURN (114) 987- 456& - f' ► W-1 CHANGE LANE E cot, FROM MONTE VISTA ST. TO CUCAMONGA STORM DRAIN f'�_'�-=�.� W-6 30 M.P. H. �" C-I DETOUR AHEAD .:.;1 APPROVED BY: DATE: C-20A LEFT LANE CLOSED AHEADCITY ENGINEER C.E. NO.X397 ASLCOns Itis Engineem.-..z. DESIGN RECOMMENDED W.B. X1,16 iA." IE 4 OE ann.,:....,,. DRAWN SHEET ROBERT H. REIN N W -• $CALF:; FILE>AID. CHECKED L. DRAWING 9 OF DESIGNED BY.`�B, - CHECKED BY_-_�, T_ R.C.E.NO 4 7 ��\J DRAWN RY'_ K.W. R_ DAtr. MARC.Ii_ 1988 NONE 1528.2 N•O• DATE FILE NO r MENon 0S : 1. _ r INS Boom ..� _ _ SME r on Is in on AWL, � ,„ . � � ' BEEN OEM on M M so SEEM 0 REMORSE on.�.� • �`� ,'0 .r.. man on Ism man ” ,- &NOW an 0 now SOMEONE IN so,. =� - : : , , _ . '0 �;��� ; � r doff' _- ; ' .� M NN _' S on BONN _• . 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NO. 403. 1 .1 _..__.____. .­._ ._._..._...._____---- : _ - . ........ .- . ­----- ......- _­................­.. . .x 17...� . :.__ ­__.­..­.........._. ....... ....... ­­.... .. _____ -.0. ­­ :--Irll . .._... __ -1 ..... .....�. ... .....-__..... = �l - ­_ 7A -.,..'.= ­­­ ­_­. ­.... ._.. =_­ ....... . ..... ._.­__­­_ � ...­ I _.1. __ - __ ... ...­�11 ­ ...­... ___..- P. ­.- � . ..... _....­ . ...- _­_.....­­ ­. ... I ..--. -1 . . ... ::�_ , ­­-­­­_,_­ - -'_�_ ___"___ I ...*,-;;;;.Po _­ I. ...... - __ - __.__.__, - - ___ ___ ___ _____ ---.---."- I ----........ . � - ..­­. _... .. CONSTRUCT C.B. NO. 3 PER CITY OF RANCHO CUCAMONGA STD. I =­ � '**-- :­__.:� ... .. _--E � .'" .- -- __* L. - ,--"-=Z-1=.......:------ I - . t - #__ .. I -, .-...-. . ....... ._­ ­ ...... 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"" - - _.+­ .....-­­................ .....� .-.....-.-..-., _................_.................-..._.......�..... - - 7'. ­ .1-_....__ _: � ... -:L-..-#-----.. -_ _ -_ . . - -_..­ .- -I ---- -- ----- -+------- --------� .... ,..... ..; ....I.... I.. �- ­ � .--- .- 4� :_4'.,- .. ..-.---__.._.._, ....... ­_. ­. -+Fr ..�� - .....­­­ _­­ . ------ .... � ........ .....­I................................ --------- ­__... ­.. .. - - - .. ..........._.- ,----!= ­­=7 11 ..­ ­....-..-.-­­_­ ­........ .. - ­ - .._0.........4- - _ @ CONSTRUCT 14 L. F. OF 18" R.C. P. CONNECTOR PIPE, Du2OOO. .:--V- ......� ...� ­ ...-:71 - -----+---O- r. -1 . I . ------ . ­­ 1. ...7 I——.. .... - _..... ____ ..- . . . . 0 .- 0 __'....._00 ... ......­.. _­ �............­­­........� -.a*, ..:: I....­ ......­.­.1. ....�­. I - � - . _:=­ _:::�:__, -.-..-..­... 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I - _ . ::::: =7-------__ '-',,-.-,,'=� .........._.___ 1-__ .. ­­ .- �/I 0 :77" - .......I .......= . .. - ..... - STD. DWG. NO. 5049 W a 28'l V a 4.00'. - - - ,"-",--*...........­ ­­' __ ___............. ....._ .......­­_ - ­. ..... .. ---_-------- -------- � ­...-...- ._­ ­­". - ... -00-------- ....... .... ... - --7 7 - ... _.. __: :.___ I ..... I..... ..... ...� ......�...­__.._....__. I...... ..­.........�------- ... ­ __-.:::::. .. =..._..." ,__.­_­: _.. :: __- ... '. _,._... ...... -,'-:.,._p7_.....= ....... _.-­ �........._­................�------- ...­_ .­.... . - - _____ .___.­_.._ ­ ..... _­ _.... ....� ­.. ...�� -.- -1. --- ­.. . ------ . ...... ....� ­ ....I.......t�___ �­_­­ ...... ...- _­ . ... ..._­_­� __._ .­_ .... ___.. -0. ­ _.. _... _. ... _... . 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CONNECTOR PIPE, Do 2000. ____ - _ .- - Ift rnr, -.Or : ...... ............. �.-:-.=. -_ --.---. ­. ...-. ....... ­_ _ __ __ ... --- ..._..... ---T...... ....- - - - __­_. ..=.::::-t__-__ . + -..-. ­­­.­­.. I—. �____ - --------�..........._.--- ........ .... ­­ ":,, ....- ­ - - ........-------�_ : .r - .. ­­ ...0 -_ ...- __.. ...... ....- ­... - � =�.. ­­ =:.-. -­­ ­---..I............ -",C�:I-.--- =-�- ....- . I- ... 00 I... .-... _.... - _.... -_ .. � ­11.�-,---- ----- ­. ­­ ­... I ­...-._ ............... .. ­ ..--.-- ___ ----4.-..�.�,_:_-...-��::�=.-.:�----- --- �....- ­­ � .....I - � _._ ..... _. _ � __.. ._ ­ . _. ... I ...--�. � �=_ - -..---....- :.. .............. . III_­_ ­ . IIIIIIII� - .. .+ ----- ���4 � 4 - , q_ _­, _ ...� -- .. - I _... - . I ...I -_ ... -_I- .... _­ ­.. ... s 7 _____ I _ -­_ _.____4 __ -T-'----+ - . � -7 .� ­...... . _ �� �__i­_­ ..... 11 I 2I �,,IIII­� ....... . .........._­­ ,_-T_ ... -, (% ­_ -, -" - I I v____ 0 CONSTRUCT C.B. NO. 3 PER CITY OF RANCHO CUCAMONGA - __... ............._...... ­ =: _ = - _.... ­...I I.....-..... � ­ ..- i. L_.�:,, _ ____ . .� - ..... . . _ ........ ...... _....J_: _­.­ - ... ... ­­ ....... ....:7....._� .- ­� ........�...--0... 4- � ......-",-. ­_ .......­.....­_ ___._ ......-,....--.,. ­ _.- . Z.r 91I I ­ __.--:�­ Ne ,..... -- ___ao: ..... _ __ ­_ .-.. ­­ I T ____ 0, ;-_ t ...­­ .- ---- � ........_.. - ________l. ............ . I ­­ ......_­­ ­_ _ :7...... .4.1 .....- ­.... _A�:;__ .... - . - .---- -00 �� .­... . I IIII ­ ...- ........... 11 - ___ .... - .... ­. STD. DWG' NO. 5049 W= 21'9 V= 4.00'. .- ­....f---------* __ �-_,40 - ... __.. ....._i. . . - _,_=�� ­­_­_,_: =....__.­.__.... ...... .. . - _. � ...... ___. pp _­ :.... - � - - -I-=-.--- ::***,- .. *_­:�..'. "" ­-­-...... ......... .I . i. . � �� - .... .- p .- 1. ---0.... �............. __....._.._....... 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't ly ,;z " .. in . 1� I 11 I I d.5' *9 CC 6Pr 7 S CALE : I " = 4 O' I I ­ � 15 1 0,6(p-s- - . . . . . I . I I I I Ir-1 - I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� . (D , . I . 1� j . V N .r) . ROAD AND FENaNG . .I . I I f ) I . " . . PIIIIIIIIIIIIIIIII� * � � . - . . I STA. 1 + 48. 61 MATCH LINE . I �. # "S.0 I. . I TO BE REMOVED (0 . . . I . . . (SEE SHEET NO. 4) . . . DEKMPTIM OF REVISfM DATE T . I . Q # . 10 (SEE SHEET 4 ) - . � . APP11IMED., . I a . % . + . � . . . . . . . ...L�� I . . . I . � I I � /RLW W. 4111w, . ;;f I 1, . . . . . � . ; � . / 45XI67.4cce,ls AW,O?v N. 9 . . � CITY OF RANCHO CUCAMONGA I I 0 . 6z3!;f ,0v-c*,v&,W,e ,r1*1 I 4 I . - . I �ssto . .d I . F-; I NOTE: � I co I ----------W---* 1�1 ". .. 1 4;�4_ 1 'W", �% . . . JUNCTION STRUCTURE SPECIFICATIONS 'k- . I i, ._ I � . I I . � I � to Fil REMOVE EXIST PORTION OF ABANDONED �2 z I- I � . �rm CC -17 ? I STA . A B D E L - EL."R" EL. "S SEWER IN TRENCH . PLUG AT UPSTREAM i%."j ft 28573 - . STORM DRAIN 7 � 11cr- � 1+ 84. 6IR 450 O' O'l 1.51 2.5' 2.5' 4.34' 5.18' -' 1420-35 1418.55 MANHOLE AND ATBOTH TRENCH SIDES. 4 Ego 131-90 k FROM� STA. 38 + 47. 88 TO STA. 41 + 63.65 HELLMAN AVE. - I . : I , : CURVE DATA I I ` 4.6' 5.181 1418.62 1 c "I . & STA. I + 48.61 TO STA. 3 +96.78 LA RONDA ST & , � 1+84. 61L 44P55' 19" 1.5' 1 1 418-55 El EXISTING UTILITY' TO BE PROTECTED .1 . s 11 . I I - 0 A R L T 2+79.28R 53014' 17" 1.5' 4.60 2.51 2.5' 4.3 4' 5.18' � - 1422-98 1422.31 . IN PLACE. - ­ . OF 11, I - - I I SIELMA, T. It - . __ 1 180 38' 24" 150. 001 48. 80' 24. 62' 1 if I . ill - ­­ ._�.APPROVED BY: % DATE: Z��87F - . 2+79.28 L 610 16 44 1.5' 4.6' 2.5' 2.5' 4.34' 5.18' - 1422.44 1422.31 . 0010I 0 .1 f / . 2 110 35' 20" . 22.50 0 4.56' 2. 83 1 t - I . ASL nsulfing ''Engineero-I CITY ENGMER __-I - -_ R.C.E. NO. '"M 11 I , 1 3+ 26.28 45* 0' 0" - 1.5' - 4.6' - 1 .5' .2.5' 4.34' - 5.18' - 1425.53 1423.95 - I -Z:�_._ . 0"011 FIECOMME"IDED - .- 3 ---I 45000 Od' 1 22.50' [ 17. 657 0 =9.3 2_I . I I . ­_ WB. I - - NIL0 , I ­ . I I . I . . , v .11, - I . �` . - � .1 A "_-_ l§AZA--, . I I _. . . DRAWN . L ROBERT H. REINEN . 3"EET . I . - , I � . . I ., . I I . -_ I I I I I I I ::d I I J.L. �� " , I � ­ . I 9 '111� - - _ - or -, � �. . . - � . I DESIGNED BY we. - CMECKF_0B-- N-0- I SCALE - FILE MG. c"ECKED DRAWING me- - - � .1 I I ( 1� . I . . ,. - Ill = 40' . 1528.2 - Otte.1100- . - -_ I .. - DRAYM BY- . J.L. , DATE MARCH. 1988 N.0. I � I I I � , I I— -.1 - �� I I - I � .- DATE FILE NO- . 1 ?2 J7 1 1. 1,__11 �l . -- -_ -_ --- I -_ 1. III— - - - ­ NNINNIMINIMIN IMMINIV I - .1.1 I I __ -__ . I.1 I - F_.. - �__ 1= 77 ­ * :* __ - T_;�� f 71 7- f t��:-!- -77777-- . �`__ I-- "' - ..'i.-.7. �� - 0".7-- I ­ . .......J...__�__: � - --- I I- " - I" __ -- - .... .... __ , - - ..L.T � 1- . +I-,- . .___ :w.�._r.__t._ _77 ...,- . .....- ..*'-.-.. t__.----, - `­ __ �' , .. __ - __ r )? __ .---T---:---..-- _ _t7 _ . _ __ -_ ._j _­* I �tl "' ' , ­ " " ___ __ ­ - - ___ - 7-7- � -f t-.-. - - ", f, ­ . "' I f I----- -, - . I - .1 I _ .. _= p_::7_.r._ ..... . ... f �_l _=_T_--_t__. ' I I- ._.... __ __ I , - , - I I I ..-. � =-Z = _!� " - " - __ - .- - , U, Ili " I - -7-. ` 9 ' .... .1 I ... --i �l - - '- + - I ..... [_::-�- I .. I I ... I _--t-l- .. I - __ -, 11 - , ­ - ___ - - .. I-.-- I I I I I � :1 - . . I . � . . � __ � 11 I _. . 1. 2 a I I . I . _..&",.W.,- --,-- 1_� I ­� , lll,� . ­­ . � l � I .1 - � , . � I . I � . � ., I I . ­ I � " . 1. I " I . � I,- . . ..... _, 11 . 11 -.,., 1. _ ' ";rl 1 4 � . I . . . I I 41". lll­­'�_ . , ' , , . I - I . . . . __ 1 � � I I ­_" . ­ I . ­­­ � I . - -. I--- " . . . . ­­ 11 ­ " � + I ., �l _ _ , 0 �ti r /t L.F/B"fee* - ' � t"X/ST. SURfAICE � Jf 1 -1380 1380 - 138 / - 1380 . At Im- 1370- � �• is _ _ � 1370- 1374- -1370 �� �► - 1370 . 13 ��• � ` .,., . /3GS. OP 1360- D=2250 -1360--- ._ ELE . 31, Qa R 1 /342.35 New M STA. 16 + 70.00 1360 - - 1360 • D=2000 1 STA. 16 +92.50 EX/5T BIAmwe Z 2 ------------ -_ ,1 v I 1 STA. 16 + 56.00 E�;w� � ESI � ��`� �► .4e EX/b"l. S!/Pfi40GE' �Q• 1380 -- -13901 dt[. �o I 443. 30 X370- -13701 --1440-- >c. /34743 I j 2�� /430. 74 �' EL 1370- -1370 \a� �J• ELEV. 1430------_. . .5 1 CEJ• /433.39 E EL E✓. 1*16 1360- 44 L.Ar /d 0 A'C.P -1364 1430- - - 1430 n 0-1750 • D= /ODD a L.f. /B��C. . } __ r 0'150020 L.F. /8 R.G.P 1360.. -136Q,:- 0= /750 DESCRIPTION OF REVISION DATECRY STA. 17 + 24. 00 STA. 17 + 50.00 STA. 37 + 00 . 00 APPROVED: ,✓ STA. 37 + 97. 00 CITY OF RANCHO CUCAMONGA � Q'WpFESSi�ql � HELLMAN AVENUE � -. 2 CONSTRUCTION NOTES NOTE_ i& No. 28573 LATERAL PROFILES �* Exp.3-1"90 8 CONSTRUCT PIPE SUPPORT PER A.PW.A. STD. PLAN I� EXISTING UTILITY TO BE PROTECTED IN PLACE. \lgjE CIV 224-0. OF G 2� CATCH BASIN MAY BE MODIFIED PER L.A.C.F.C.D. t - APPROVED BY: DATE: 7/.%f/97 STD. DWG. NO. 2-D461 TO AVOID EXIST. UTILITIES �`'' CITY ENGINEER RC.E NO.sZ0IF NECESSARY. QSL V s It' Ee e ra�v,. DESIGN RECOMMENDED W.B. OB T H. �'1N "�R81373 ,� DRAWN SHEET J. L. 6 of 9 SCA E- .PILE NOv--z,. CHECKED DRAWING G(NO. t>ESKiNE0B1::_ •, CHECKED BY •' N,O• ,.T- MIE9RIZ. I 10' N.O. R.C.E.NO. L(� J.L. MARCH 1988 �� 1528.0 DATE FILE NO. DRAWN 8Y . DATE VERT. i = 4 1 hk� � \ EX/ST. SURF4CE EXIST SURFACE ABDI/E G f OF 5TURA/I DAA/N Q'�G ¢ 670, M 40MI V • 9 G EX/ST. SUAPFACEABO!/E' f OF 670,PM L7AWIN �Q 1 Z �42f�... . ^ - 1420 40 1430 - -- - - 1430 19-Iq &� \� M-1.1 .,� h'w 'f• N QQ. N SIO Z `o NGt. Q h ��` {4{O- Ilk �� ' c� , °' oA ti 1400- y 0' � 1\ -1400 U.6.1. Aj _ CONSTRUCT CONCRETE COLLAR R=0.0!33 1410- -1410 PER LA.C.F•C.D. STD. DWG.NO.2-D393ZI GQ t 1420- .I, —_"" - 1420 G4 L./r /8" �P.C.P. ao 393'9 9 _ E i, ` y400- pti' ``h 144E -- 0 QC �. N 1390-- \ 1390- •,, + o %R4 D 2000 D 2000 STA. 2 + 50 . 11 4� STA. 26 + 63. 00 _ STA. 29 + 78. 00 STA. 23 + 65. 00 `�►F EX/ST. SURFACE ABOI/f OF- $TORM OMPA/N �,r3 – 1430 1430- EX/5T SURFACE .4e01/E 1 ,ys L I 6 OF SURFACE AGOVE - - - - - 1435 1435 _ - - - -- OF STORM. DAII/A! 1 1� �+o� t;�ly�. s o 2� �� E�� � 12 � r; AA CONSTRUCT CONCRETE COLLAR qnR+ q5 1 x15 NOG. �� u PER LAC•F.C.D. STD. DWti• Q M O / 1 • - 393 =0029 ' 3 IA3 `p 8 5 EX/ST. SoYPF,4CE AB011E 3' 1430- �9 Q �'Q - 1430 No 2 D '422 6� I E S '26,g I 1f Of 57nAM ORA/N \�2 1 CONSTRUCT CONCRETE COLLAR 1420- — 1420 PER LAGf.C.O. STD. DA 3• NO.2-0393 �P=0. 0/92 _ 116.L• 2J5L.f. ISOAFC.P.. /zSL.f�8"R.C.P. 1425- 9IOPC.F. /6'e-Co - 1425 / N D+/,Iw ti A. 1420- R o / �� 1420 % Qti � ti N � - 1420 - 1420 N6 / STA. 2 +79.28 L STA. 2 +79. 28 R STA. 3 + 84. 12 - el �t•9��s) EX/5T. SlI�PfACE �4BDYE �2�'� �� (k��` \� „ S W10/N' � I1I29' EX/ST ViPF�4CE ABOYE \ \�� LF Or STO6720~ OMPA/N 1410 - Z.O L.f /8 A7.C. Of SA010f cP. — ---•L------ ---- -- Z 0 - 1250 1t112��y - 1410 1 ' \ 1-A 1430 – Al.G.L. �� - 1430 1410 - STA. 33 + 50. 00 1410 N.G�. � �� - 2 5 �._' 1425 - E A ,s-- 14 tea? 0• o= ipso -- <c�``�',9s 1Q2 �K CONSTRUCT CONCRETE COLLAR G�` �dy . T . DV DESCRIPTION OF REVISION DATE CITY PER L.A.C.F .D. STD. D w6 017/57 \ y. APPROVED. NO.2-D393 L�i /9.5 L.f./8`�R.C.P. 1400 - STA. 30 + 27. 00 - 1400 141,f, 60 o=/7-W CITY OF RANCHO CUCAMONGA 1418 �ZEt! ,p° N L.IV /8' lfC.!! Q�p�ESSIDNgI — 1420 � �� RFS HELLMAN AVENUE o= 20oD D - 1415 1420- + h o� �� �y 1415- �, a CONSTRUCTION NOTES : r� 2 '`' � " �' N '853 "�' LATERAL PROFILES °�° N a ® CONSTRUCT PIPE SUPPORT PER ARRA. � STD. PLAN 224-0. C1 C �j �'�0'F C APPROVED BY: DATE: CITY ENGINEER RC.E NO. NOTE : _ - I ALL EXISTING UTILITIES TO BE PROTECTED ASL - nsulti gEngineersi,-",. DESIGNRECOMMENDED STA. 1 + 84. 61 STA. 1 + 84.61 R STA. 3 + 26.28 Q w. B. j IN PLACE UNLESS NOTED OTHERWISE • HEREON. R E 28673 DRAWN SHEET R R H. REINEN J.L. 7 Of 9 + W.B._ �iHEClCED BY SCALE► FILE NO. CHECKED DRAWING NO. N.O. R.C.E. NO DESIGNED BY HDR. 7", = 10,' � 2 �7-� DPa►WN18Y J.L, nATE MARCH 1988 VER. I" = 4 1528. 2 N.O. DATE FILE 140 6rPADE /% TO cAlwANEL R/W PEKE' OETU/L B 6RA0E M EX/57 TAP Af S[G�'JE 2.'� ,1rJA� aEE 5 5 D�Ti4/L B /4"v j 5 5 #I /t'[� PO4 0 4or/t" 4d' 7" /f//>B ' OW& �' O 6 73, #7 VIJR/ES FROM! 1/E�PT. NOTE: SEE PROJECT SPEC/F/CAT/ON9 4 f /t''Gt C. r 7V /.5 :/. FDR REFE�PENCE 640.640. h (C4LTRAN5 5TD. a AN 0ki �8�B) ,PEA7 C/7Y OF RAM-1140 ME 4AV GRMA16 PEP EXIST. TOP 01' CVCAM.0A*4q. STD. DW6. C/7T OF RANC//0 CUCAMOM6�P yj / P14VEMEA/7' 505, S//T. 3 OF 3 9q� 5TD. DW& 505, swz-3 OF.1 EX/37 w a_ 3 6A 7V X 2 G EXIST dP14T�'. ,1F•f l�/P"O.C. � G Al �PEMA/K 7V A:FHR/N a 1/�4/L/E �� 1360 — I /A/ PLACE 1360 G. 3 TO /0' A SD 'pwweLS —ElI ti - 1 � v m� \ � I ` e w WIVSTRucr coNcRErE i �1 ,e" INLET BOX _IG7 y 1 " s �► G BAR CENTEREd'' ON OffNkM ! 1350- s" ci Imo---- SECTION dour/N �.ocE V .VIOD/fY EX/5T DROP AllEr M.? 2 6R04TE5 RW 67P N.T.S. 5 9 GO" R.C.O 4' ONiA ' 0s/2U0 _ 0 PYA _ 8• INVERT 9G R.C.P. i j &&K Ina �4Eo SECTION FLUs,�/ W17V ENo OF PiA ( N.T. S. 8 8 SECTION SECTION B GROUT /N�ACE N.T.S. SCALE : 1 to= 51 8 8 v sv I NAT/VE BAM.-CIZG C0X 4CTE0 N #I 4(P/t�D C. TO 96 Y. RELAT/VE c0*lA CT/ON + "J � � � V Q IN - K °0 °� 0/' 3"CLR. WQ W � v X41:4 " � p h 4 (n' O OWcQ hh� o omhWel � \ � v -Q) QQ4 h � m pvj� C\ih /2 In \ \ N �vitr �Wki exl6r. Wu r0 ° ° PIPE CLOSURE DETAIL PIPE CLOSURE DETAIL FOR ALTERNATE FEMA'/N /N PCACE N.T.S. CONSTRUCTION N.T. S. E*Mr 611ARP RAIL. A/ O'p7qu'WBXA'r1LL BETIUEEN PIPE CL05URE =66 AND UNO/577lRBEO NAT/YE 44,0rFR/AL •—+ - \ GU/TX CENENr .SLURRY 6RA7E \ f ¢' — - LOCAL DEoiPESS/OXY iE,�C/TY orOF RANCHO CUCAMDM6rR STD. 2 GRATES 4"A.0 PAVEMENT - Iowa. NO. 5/8 3 GRATES JOIN I wsr CURB 4`P6(/7TErP PIPE CLOSU/CE F,�ir TERNAT/�E 70 BE PE.✓/o✓ED EX/3T 6�P TO 61E R�7N01�ED. REPG4CE —_ CGN/5TRUCT/M PER TA/[ TN/5 SHEET W/Tf/ FifgME AND GRATING (2 EA) PER' 2 6R97ES C/TY OF MA1040 CUCAMONGA STD. 8~ j Dw6 505 DETAIL IA DETAIL I RTS. N.T.S. TYPICAL LOCAL DEPRESSION N.T.S. DESCRIPTION OF REVISION DATE APPROVED. 0..,•00 ... , .. BAXCF/LL AND SURFACE REPAIR PER - e�� a;..• ....�•.: .•• C/TY OF RANCHO CUCAMONGA 5T0. OW. a a0-c� ° 31g. .90 REL. CAMP. (MIN. ��D 4 oda - a �:E,s,; CITY OF RANCHO CUCAMONGA a qq o 0 0 %oe�- PIPE BEOO/NG &,f C/rY p Qa A o o t ���! ,_ CND CUCAMONGA o z No. 28573 HELLMAN AVENUE OF RAN o 5TD. O". 5/.3 CASE.W a� Exp 3 a1?r gl/ OFCU SECTIONS & DETAILS i APPROVED BY: DATE: _ . MCITY ENGINEER RCE. .� Ez 8�/A,d ASL C nsultin En ineers .. LA4D F�4CTG�P /.9 _ g �, DESIGN JRECOMMENDED V W. B. p 2+�fi73 DRAWN SHEET TYPICAL TRENCH SECTION BER? I J.L. 8 OF 9 DRAWING N0. N.T.S. DE31CiNED 8Y W. CHECKED Br N.O. SCALE FILE . . CHECKED R.C.E. NO 7,..') DRAWN BY J,L.;� mow. DATE MARCH, 1988 _ AS SHOWN • 1528.2 '`M N.O. DATE FILE NO � � � ` y s CURVE DATA r C f R L T P1tOR76E0 8y11V�LiY -- I 107° 22' 08" 25. 00' 46. 85' 34102 I I I 2 49° 50' 39" 23 -61 ' 20.54' 10. 97 ' b�A7E' BAS'/�V R7r -- _lb I ( • I . a 3 640 24' 25 " 20.07' 22. 56' 12. 25 ' �- � • ' • p • �l3d a9 T.CJ 11430.39 9) 4 20 ° 26' 15" 226.34' 80.74' 40. 80' P.C.L: CLd'B \ - � 69 FL.� /40,30.97 T.G.a 5 900 09' 28" 20.00 ' 31.47 ' 20.06 - ` vo1N % P.27/. /430.92 T.0 P'4l�EiY/Eit/T DYE.t� --- A�O TEG 7 � \ • I , ° ' " 1 5TA. 7#0/. 54 I - /430 35 1 9�8 6 89 50 32 20. 00 31.36 19. 9 . 95 - -- G AGG. BASE Ex�sr�wG 1 ,. BCR /430.3/ CON UL'T ' W*40" _/4030. 92 T.C. 3 3 33 1I /434.9G• T.C./430.22 SECTION �- y EX/ST. W07Z* -J 1 I N.T.S. � I . I I I EX/ST. S/6 NiM- /393.57 �4< oma« pox .s' a az°% SELMA ST. I E T 60/ .SOLE Z I xis sa^/ - C _ I I � I 3 0 I 51I STA. • nc , /42 9.8 4.910 I I � I /ld! 3TC. /383.'JCTC. _ 1 1393. 3G F. ✓�' /383.32 FL L J 1343. OG' Gi i ' � (/43/.00 TC.) E.C.R. ! T P F / I 5 h I 6 (/430.37 f ) ! I O O G�P�TF 1 1� 1 /343.3/FS.f 11 1 \ B•C.R. I I as /33.9 - 5TSTA.G•Z5.5GSCALE: 1 20 /383.91 Fc./ / 3To\ //4 4330.3.0(37 E. �/ P 1 t.5 / / 406 • / 2 v 40 9. cog 4i eorlsr LT. .ACE I I /4340.07 T.C. %4 /483. 21 1•C. AX/_5 T. GAS ✓.91.VE i I I /429. .40 If /*84 . 27 AL. ' / ` b ti ti I_ ( �'.' 51"C.) 8-ex. •CX' g J x/484.?2 T.C. �� /a 83. 53 FL VV � > °� NORTHWEST CORNER •` •_ - MODIFICATION DETAIL- N.T.S. ETAIL N.T.S. �/w .,. 6r. sm5,F-0000 SCALE- I = 20 V Z a 1382. M0L .C. L ` HELL MAN A✓E. M14iT.P. /383.88 T. P. a DE Vr _ . _ /343.64 BASELINE srq /006V- foo Lr�J -Lr- J I - - - ROA D a q/c� ' STREET IMPROVEMENTS FOR _ L _ o -Z 3_JL/N4 LJ LJ L.1 LA RONDA STREET a SELMA STREET AVENUE . - - RooROX. L//"/r5 OF STORM ORA/N TREMCH_ RRYclwNT REP1_.4CC1WEA1T 1 I �G 139/.43 g PROP. STORM ORA/N CO RIKT/ON �1 9 9 T• � - . ✓oiN Exisr. ` // CONSTRUCTION NOTES A.G. PAYfiNENT J0/Nc1lij `� J � 5/ REMOVE EXISTING X-GUTTER 0 REMOVE EXIST. SIDEWALK s RAMP ..,. 4 B/. .3! T.C. G• � x/480. cS�F.L. b• � a.C•R• © REMOVE EXISTING SPANDREL REMOVE EXIST. CURB. M O•C.1460. of aep \ . /460a 43 F•G. ✓0/N v m , ` 5 CONSTRUCT 21 CURB iND GUTTER PER C.R.C.C R.C. STD. DWG. N0. 303 (/4 80.?d F.L.. R,Z ® REMOVE AND REPLACE EXIST. CURB AND GUTTER AS NEEDED TO CONSTRUCT STORM DRAIN. - �� A \ \ \ CONSTRUCT 4" A.C. PAVEMENT OVER 6" OF 90 % COMPACTED AGGREGATE BASE ADJUST EXIST. M.W. D. MANHOLE TO GRADE ` I EXIST. MOFF/C LAOPS a#,*h e49 U%R/MG CGWSTRUCT/ON 7V AM ` 1 5 COLD MILL kLONGITUDINALLY 1.5" A.C. F%VEMENT ! RE5MAW AS D1ifeC7W 8Y ENG/NEER i1 II coNsrQucT SO t.f. vERT. Cu,QVE , I � EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS � A.C. PAVEMENT OYE,PLAY - /.5"M/N. T///G,tWESS ' � "±S �t'ELf3'/6A/ N/W Cv�PB E72�PN=;_ 8-18'8B R. R. C. . .sawcur ��FMOYE ExisT. 1` jn ® CONSTRUCT SIDEWALK & RAMP PEP C.R.C. STD. .DWG310 , A•c. mirmE.w grP.cc, 1 II DESCRIPTION OF REVISION DATE CITY O , E I @ CONSTRUCT 1.5" ' MIN. A.C. PAVEMENT OVERLAY APPROVED /N . CITY OF RANCHO CUCAMONGA ✓D/N e. E e, G/ CONSTRUCT 6" THICK P.C.C. R4VEMENTs iFES- S HELLMAN AVENUE Q ® REMOVE EXIST A.C. PAVEMENT Bi BASE AS NEEDED TO CONSTRUCT GRATE C.B: i s"i►slN. 1.5"M/N. No. 28573 Exp.3'31-90 y STREET IMPROVEMENTS • .i. 1\* � COLD MILL EX/ST COLO MILL EX/ST. T sfgT G/V 1F. A.C. MCEMENT F OF CAFE A.C. PgYEMENT CONSTRUCT ` " A.C. PAVEMENT _ N PLACE 1 UNLESS DO OTHERWISE THEREON ED APPROVED BY: DATE: OYER /2 4ANFpG7'f,0 AGG. BASE i ASS. Qpn8ulti ECITY ENGINEER R.C.E. . =DESIGN RECOMMENDED SECTION rt � W. B. I V1�7 �.1' 28573 DRAWN SHEET N.T.S. R BERT H. EI EN J.L. 9 or 9 DESK)NED BY W B. CHECKgl)VV, N.O. SCALH Fkk W., . CHECKED DRAWING NO. DRAWN W J.L. MARCH, 1988 I" =20' 1 '5528.2 N.Q. R.C.E. NO T DAfE -- DATE FILE NO 1247�L d