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HomeMy WebLinkAbout1430 • r 01 Wi /0' F:_V� ' r_viv IV. r rw t 10, 33' 33 ., -CJ1 ,. . APF COMSTRUCTIOP Pt_ A,, ns ron I D.DD Yq/ Geve/ Line � „�F r. _ /4 �I_ I �'4 IV 10, 1 \ 5 5"1+ 10,� -45 4 5 =tx F � EY/S'�-57F S,M'f . ) / -- _ „ p aL o Z3' sQ' Edg I a IjvS 5f Zile Gut _ F R 0 � e � - 'y 14,7 -- � RCP r No 147Sr3 ICJ r Tr P. r. ica er ln" L e" -. 7LTA A �r s — - - - A7i EX19T1NCy SIJRVF-Y MONUMEhtTA ION -- - - - I HERESY CERTIFY THAT Z NA\k IDENTIFIED ALL SURVEY MONUMENTS OF RECCAP(S) r4AT CDULD gE ne, 5cale GENERAL NOTES CONSTRUCTION NOTES cgs f=-° ,_ 1715TURBFD 6YTwS PROJ£c-T• ALL SAID MONUMQ 5 WHICH CURREnrTLY EX15T IN 1�E FIE! D of ��R i.s• � Q aQ' �-°• °�' � ARE SF►OWN ON THESE PLANS RND ARE DC-6r-R10Ev R5 F0t_1_oKr0! SHEET INDEX CURRENT 1 . All work shall be done in accordance with these plans, the City of Rancho NOTE NO. ITEM STANDARD REFERENCE QTY. �� >►xr 9 �� u 0 1" IRON ?Ire LOCATED AT THE INTERACTION Of GE►dtERI IHES opAP,00A01( LEMON AVENUES. SHEET No. DESCRIPTION Cucamonga Standards and the Standard Specifications for Public Works N„ OM7 0 SPIKE&hIR�I LOCs`TEF Ar E lNTE ECT(orl OF CENTt✓IZGINES OF I.EMONA LONDON gVE/VIIES. 1 TITLE Construction 19.98 Edition Avith 1989 on-d 1990 SI vv4naA_rvtr,. Contractor shall be 0 � 3 Z3 a ;. �� / �_ T'. 2-0 3 STORM DRAIN PLAN & PROFILE familiar with and shall be responsible for adherence to these Standards and �T£OF CA,,,ac DATf✓D -_l_____._L g_ --- - - Specifications. I cEr�sE tiUM P�� e 2 '±�`�' ¢ STORM DRAIN LATERALS �3 84 R.C.P. 1200D 548.4& LF - PIA I-4 DETOIaR PLAN PROJECT 5 L�'`E 0 pR101� TO ObTAINlN6 A CON6TRGCTtON P�R1r11T }'�R THE PRO.I�GT, � �� 2. All pipe lines or substructures of any kind, telephone or power poles, Q"" � � '�` ^ 4 ��� � CREEK DFVr-)P O A COPY OF T146 CORNER RECORD FILED IDY A QUA+-IFIEV RC6 water meters, valves, fire hydrants, etc. shown or not shown on these plans LOCATION 2OR L•3. WITH T14C CZt4NTYGU9YEYOR FOR EACH MON UMVNT © AFTER GaMPL�T�On OF fN6 PR�JEGT �I•IAuL 9E PRnv►oEa To within the right--of-way limits or in adjacent areas where improvement rur✓ CITY. work is to be done shall be removed, relocated, or protected in place Q z . n �„ ^ ^ ,,., T o �t1oa it7 o�TaIrIINC, A GERTIFIGATE of GoMPLETION FDR TIS -� as required at no cost to the City of Rancho Cucamonga. z -`` "!`-� + '—aa h;P PIrte' BYA �.u�cIrIBD LJ pR03FG•r, A COPY OF THE CORNeQ R&C69P FILED - RANCHO CUC Mp!�'4A 5 R•G•E• OR L•�o r t 1 rW 1-HE, cc"rrtY SuRvEYoR FSR Tk 6 3. An contractor performing work on this project shall familiarize himselfIt R6SeTYINA OF THE 1,x18fr i(- IN(aNuM�l�lTS At�iD T1 1 Y P 9 P J - QA.-o uMENT F�12 < ' � > with the site and shall be solely responsible for any damage to existing C�ARFMON' O FoNTANA rz�LA?EP PrRMANENT WITNESS MoN 5 A v ; O JP AN' COMPLETION OF TN6 PR6,%F_eT SIAM-1- 80 PROVIDC- I < facilities resulting directly or indirectly from his operations, whether r _ O O 14 TY Qy 14 - IT�(1 R!1'' r�,e[�� r�`=r1T1 I. TO TN& C I � or not such facilities are shown on these pions. O I o I < 1j 114. A VOL- nn. � r^^=^FL.fL�r.L..b�"- Po m0,,'C,AIR ON'AR!C _J 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineering CITY STD. 300 dMONA PROJF�,T 2 P P Y y g y g g 1� CATCH BASIN o- W=21 �fCD 2-D 1&3 _ sc LOCATIOI --- - --- B�,AN ST. Department prior to an encroachment or construction within Cit of Rancho _ �- � 1:a � O '-;V Cucamonga easement or right-of-way. z " N0 - - Q �� --� I�r-1-�1 . sC _ r 83 LEMON AV. ---- 31 � CITY LO �TL7. 340 �" � I �, HIGHLAND AV. �? CATC14 5ASIN -� - W= lot I EA . I 2 5. When improvements are to be placed on native soil which consist of a N0RCo rocky material, the sub-grade shall be prepared by removing all rocks © :.IN 1 RA==-"�T40111, nt _ .I Af%r_^ � n Q A;3=. g 1 9T Av. - � - - + - which protrude above the sub-grade and all voids or depressions shall be -- -- - } filled with a fine grade material of a quality better than the native © nT.� �>4car rYlr�� � gr..r�T ,.nnr material. g 1 n__A=nIi_ n.QIAj #J� z }L �r r^ CORONA LAKE MA?NEWS �% �rJ � tl �3. � IrsZI 6. Estimate of quantities is provided by the Engineer for the convenience of ANAHEIM project bidding. The contractor shall make his own verification of such Qom., ��r,rsT��� ����r-�■,r �,c� . ?IHILL S� ►-a^� In �� 1^,u,, r construction quantities before submitting a bid. Any item of work e -A LOCATION MAP required by these plans which is not specif Cally listed in the estimate CITY STD. 3I9 of quantities shall be considered as included in the other items of work. 1� MANHOLE No. 2 -t�4£F 2--9 -1--8#- A 2EA. �! N.T.S. GLEN HO' SPRINGS 7. Cit approval of plans does not relieve the contractor from responsibility _ Y PP P P Y 10).15 LE � NDTE for the correction of error and omission discovered during construction. 0 - PAVEMENT REMOVAL AND TRENC" EY. AC PAVEMENT 19 24 R.C.P. 2000D Upon request the required plan revisions shall be promptly submitted to CITY STD. 333 RESTOKATION VARIES. SEE ' PAVEMENT SECTION the City Engineer for approval. ® JUNCTION STRUCTURE No. 4 t Ca 2---a fi n 3 EA . VICINITY MAP Np1rAL eecTIONS TW15 SHEET / a.33Ac o 3cL z BASF CITY STD• 32'') N.T.S. 2 Ac CONCRETE PIPE COLLAR �,TC�2-0 393- 8. Work site shall be in a neat, clean, hazard free, orderly state, throughout ® 3 EA, ©GO�iSTRUCTION NOTES ��^��� SASE construction. Site shall be cleaned upon request of the inspector. ® 18" R.C.P. 2000D 23 LF. NOTE No. ITEM STANVA IRV REFERENCE QTy. o` SIE f�E'MaVAI- of AG PA.vEMEN"T 13, 21 5F 9. Contact all Utility Companies as required, 48 hours prior to excavation. - ++��-rte+� + �^'" 47*'=- Provide for your convenience are the following: cl? Y 3co � o TRENCH 'FKE•,5TDFtATI0N FANCI40 CUCA 120 13,6121 SP ` ® CATCH BASIN :No.T W=3'6" tom- A I EA . 0 AIPJU5_T Ca V TO OF-APE 2 EA. � A. General Telephone (800) 422-4132 60 �EVlove WFTr A cIu'Tlo� cob 11F LCASE " PIPE BEDDING 341 I rTirr. C3L� '!`�-1IkJ C1! A.L`al- PER RC S7ANr'AR,`�i3 for underground service 2 i inr^n n n , nz � a '_ JCA_ jOa' 0 IQANCdlO GLIC11 � 307 C SEJ; pL� �FZ CAaE) SEA. WIDTH B. South California Gas Company (714) 394-4356 C� �aw.+�ar_s�rsl�r F��c�.cra.�-`�T 0 z 5566 Arrow highway J.jr 1'x,!1.1!- Q^,., Montclair Co. 91763 ��.� �� ,� ..�•�_..... ;�rr�� �� n BEDDING & PAV M E NT SECTION C. Cucamonga County Water District (714) 987-2591 © - 2 Q REVISIONS by REFER TO CITY STD• 120 FOR ADDITIOKfit_ 17E7A115 9641 Son Bernardino Road cNnRLEs AEiSOTT A56X. ---- -- --- - - -------- - .- -_ Rancho Cucamonga, Ca. 91762 - 371 VAN HU-56 WAY Sre.2co 0 Z - Vt�VIOF.D co"C�"RUumt'l rJOTV0 2 L1MITh OF GONGTV_UCTION '4 . TOR2ANGE , CA 90501 .� -� as cffRtttrES RWe 7 A AT> D. So. California Edison (714) 947-8261 IZr�>e,r+F�rl, T ALIM r1�r C31o) 212-577a ` ¢ 1351 East Francis Q No. REVISION AF'F'F�. DATE Ontario Co. 91762 nnIII= A1110 I ip ;CIA CITY OF RANCHO CUCAMO GA 10. The final or surface layer of asphaltic concrete roadway pavement shall LZ not be placed until all utilities and utility laterals within the c W � Q roadway have been installed, all on-site Improvements including all :�o - -�� * LEMON AVENUE STORM DRAIN grading have been completed, and all unacceptable parkway and roadway �' a "'�'�'' "�"' '"'�' "r'� ''"-' ����'{''-"'`� -"-'`"'"'�� �j CIVI �� FROM 9 9 P P P Y n < �—. F'�' � � . � _ ._ � - - _ _. 9jE OF CAIS �` improvements are removed and replaced to the satisfaction of the City � � AMETHYST TO ALTA LO MA C HAN N E�_ Engineer. ,�45` REPLACE TRAFFIC DETECTOR LOOP 4 EA . � � ;� � �^�'�''��^' +�+�'��' � ���'T"'� "� n �AQF-PIA r_1- 1rL(�A 111110&1 T � N IZ-110r-I I^� -7^e p a • 1:�I�� (rSI+�+ �I,4« �! TITLE SHEET 11 . AC Pavement and Aggregate Base material are for the "AC Pavement, Proposed" - areas as shown on the plan. The cost of AC Pavement and AF'''W_- L)OA, J " s ^�C,r�r� , _ Undergro�and ServIce Alert � CITY ENGINEER b alt!& � �a_A - R.C.E. NO.1/Y/ Aggregate Base material required for trench repair shall be included _ _ _ PRIVATE ENGINEERING NOTE ��,tE3��t Y � / \ 7 In the cost Of the pipe. HQAJs DSC N CO"JC. CURB N 9` ` .`)' T T RNTRAC'OR AGRF�C 'HA- iN ACCORDANCE WITH F CONSTRUCTION CO y� P P z N w ORNER AME H� > C(IT OLL �� s, ,�_ r T ��, AND FOP - �4��, Q, ����E �� �H��,� �� � � GENERALLY ACCF_ iEJ CONS RU�ION PRACTICES, CONSTRUCTION a!� (� ��VN HF %+`I+`�� ��•'� � CONTRACTOR WILL BE REOUIRED 0 ASSUME SOLE AND COMPLETE U JJ.F. DAVID$ N ORA^�G E STAM P C C TY N RESPONSIBILITY FOR JOR SETT CONDITIONS DURING THE COURSF >w �1 D•J•H• ASSOCIATE�� IK C, 12. Pipe bedding shall be per Rancho Cucamonga Standard Drawing No. -_5 3- and 1 goo Of CONS'"RUCTION of THE PROJECT, INCLUDING SAFETY OF ALL Nc , OF RANCHO CUCAMONGA BM ( PERSONS AND PROPERTY; THAT THIS REQUIREMENT sHAll BE MAr1E ;,�, 1 DRAWN 34, F e, n _,tr�rt SHEET the Soil Report Soil Investigation Lemon Avenue Storm Drain, Lower Alto Loma "CONST. PLAN` FOR THE Y 4�2 - 4139 To SONS CONTINUOUSLY AND NOT BE EQUIR- E NORMu WORKING ' P `' H"" 493 10084 ® RCR. Cg klverslde, CA 9250"1 nF 5 Channel to Amethyst Street, City of Rancho Cucamonga County of Son Bernar- ^,T HOURS, AND CONSTRUC'ION CONTRAC-CA FURTHER AGREES TO DEFEND C►vl� dino, California" B Leighton and Associates,Inc., Jul 1989. MTY CF RAJJCHO CUCAMONGAOF LE�10N NU� \--Y- LwDM�u UABILJTI AND LREA SOR IGN �cEsioNN co�E�oNFw�r�M+ ANY THE �+� Or Gµ CHECKED (714)683-�0-1Q9 r AX: (�14)FHF `'�(' ' pRAWING N0. Y g y E L E V = 1582. 123 ^ PERFORMA.NCE OF WORK ON THIS PROJECT, EXCEPTING ''-ABILITY L/`� �ii.C.E. N0. 3S4Sa /�3� TWO WORKING DAYS BEFORE YOU DIG ARISING FROM THE SOIF NEGLIGENCE OF DESIGN PROFESSIONAL BATE � �(' FILE NO. 8911369 - -- Moi ecr SHEe,r or (D NOTE = FIN1gN 6jKA•DE of TRENGH KESTaft,^110N �! 71 o OVER THE h70F�M Q"N ?liVt� Ta "-TcTHE E)(Ih'TINEa F_Lt VATIaPl5 AND CafsAMg A5 0 SHON?4 ON TN1h PL•API. cD Q J � . a -j _ - a EXIST. GRADE W "� m i� of it of STREET N W q Im v m WA�ER - + l0 _ i � N — ♦ = Q' O X,S 1580 �� ni W �'? m cD c a� �n O til �. (_0.9 9�__- ! E1580 IonM/ �� � a W 74 % o� ^°` �• ' W - l+0 4.4�)• / �L ,�� -_- H.G.L. - - _ _ _ z STARTING WATER SURFACE - -- _ cnW_ cn C- / �- ---- -�---� ELEVATION PER HYDROLOGY AND V) W � ' w j c+o Sty) -"`�� - _77 - HYQRAUL IC CALCULATIONS FOR °° LEMON AVENUE STORM DRAIN 11: J1, �- - ter' W.S. (72.43) ; _ - - _ - - - - ' � 2W13 w S= 0.100% W J 1570 CS= 0-544_ -----' 15 7 0 0^3� W I i ` _ --------- _ 7 0.4 8 _ 7 0.7 0 S. 0.550'""AC ---� .--- O w =��, 7��4- F.L. F.L. O � (68.48) \,J68.52) O _ O F.L_ F.L. ' L66.00) t �- ov m -RELOCATED M F.L. , 6.40). 30' w r a HYDRAULIC DATA HYDRAULIC DATA o M m HYDRAULIC DATA Iq/ 0 ioo = 429 c.f.s. O QQ C4joo = 429 CJ.s. s � G too - 426 C.F.S. , 1560 , - " -_ V = 11.1 f.p.s. � i V = 11.1 f.p.s. Ell o 4 BOTTOM CUT- u �' V= 11.1 F.P.S. I O OFF WALL ! rr, r i o 10- 20 I 9 � d HYDRAULIC DATA � 352.83'-84" R.C.P. - 1200D I 223.31'-84" R.C.P. - 1200D Q1oo= 429 c-f.s. 19.1 ( 349.08'-84" R.C.P. - 1200D F„ -1111111111110 SCALE: HORIZONTAL I" = 40' VERTICAL I" = 4' �z EXIST. REVETMENT 10+ 00 11 +00 12+00 13+ 00 + 00 15 +00 16+ 0 �0 17+00 18+00 19+ 00 CHANNI L WALLS /, , �- -CONSTRUCT 8" CURB W/24` ``-'o ( u' GUTTER PER RHO CUC CONTRACTOR SHALL PROTECT IN PLACE ALL � �� vi vi ,w ; > 2 WINGWALL NOTES � Q > o C STD. DWG 303 AWCUT E �> Z ,,; ~ � j o >A , ; CURVE DATA I / 17 UTILITIES CROSSING OR PARALLELING THE N z as > Q cq 0 z 1I ! CURB & SPANDRAL I ' ICAL STORM DRAIN UNLESS OTHERWISE NOTED. H79 0 2.00' � V p 0 Qzn of a w Z - zo ; w T R L T MOVAL AREA 1 <10 ' M=25.59' , N= 3 ^ u) Co m z o j o F- N o w 62'2953 4500, 49 08' 27.31 _ �G — --- FLARE z, =5'45'00' � 1 s O Q w + J - 1. / Ni oI_j T w o J N v d� _� ` o _ _ a ern CONSTRUCTION NOTES (CONT.)' ELEv �' - 1571 .6 � 0 F c �.. c d) Z N v NDT� N d: 4 0 Pt�,'EMENT R� FMvb.� A61p TELE-rlGLl w ( ! N �. m w NOTE: - - -- - - ..: 1 + m t RF �m�.nT��N v ►��f�>_ F ry�'�cc*c �-�,� _..,-,.,. - ---__ .,,.,..`", , m ) W M W t " •T �R F w j� llJ �E• Tu�rJ`� c�+EFT 1 e"F S g41 T5 Lz�, M I I Q ,r,; a- � N = o REFER TO PLANS "LEMON AVE_. 30" �'� ` RF MOV "^ L CrRE A a -� � � )Y* Lrr ! Q ' ♦ N < F `['_ WALK a a WATERLINE RELOCATION AT ALTA r� � NOTE 'WH. R. f _ wALk 4aMF � � � � �.1 � 19 414 " RCF 2000D EXIST. 0 �;F- �) Q m a c a s a s m �� A N T v cD <„ Q Q f- w F- LOMA CHANNEL " BY CUCAMONGA - E k •,�1 UR9 �a� l gE C PAvF M. �Z� ^ GROUTED ! ; cn F- Q � w cn rT u °� CONSTRUCTED PER 8 �E SER 'n w N g w 13�G1N STORM DQAIN IMPROVEMENTS L , C47> FCFM0vF. A �'°vF ►"�FNT + � !cn a Q cn cn cn COUNTY WATER DISTRI - \ o w w RIP-RAP 2 � ' cn + R��O CUC STD DW 0 TYF' l SECTION - r- FIGLD V�QFY LDCATION OF ex15T FLOOD _j 30" WATERLINE RELOCATION ` 7 z Rc7T�P,n1f0rJ (5t'F NoT�- T�1l5 S+n W O� - ' �J STA. -P-&4-4- TO STA. -A- PA-A- M Z 1 SAWCU NE � `, �, -0 ) � CO�TrzoL IMPROVEMENT W \ Z 06 I'Lr4�it II + '35 + � Qo PRO E XISTING Q w �il Q w _ LEMON. / Q F- v)w WALK IN PLACE -' TYPICAL 'I F- w F Q ► w Z Q' ) ADJU51 (-I Y TL CaR,ADE Q Q Z cn J ��131 r cn cn aF � -� \ f-- m Q CURB SPANDRAL b GROSS GUTTER RE MOVA v �' v In �� Bio 1 Ewcve wgp� GutrEn J 0 -- PROPOSED R/W _ 1- - - ------- ti ' ' _ 41 ` f- o Q J - � EXIST. R/W Q look C - - -- - - - - - - - - -- - - - - - - - -- - - - - - W 0K I — --- -- — _ 30-W , — _ — — — -- -- — - -- — -- — — - - - - - — - - -- J / - -� C W a n G _, r �- # f +L G A I L "B' - N E R EON 1 —�91w - - -- * 1 y _.L.-_ 1 _L1__lJ�. L_-. _1'LL—L_ ,- 45 10 r �r NO � g �1 0 w -- - - - - - - - 2-G - - - T - - �: - T - - T � V - . ,� � � f 3 of O r • �► - -- -- - T - - - - - -- - T - -- t.�_ - _• _ - _ r -- - - --- _ -_ _ - _ -- _ - - - - - - - - - i -- - - - _ _ _ _ -___ - - - _ : : _ - _-fir �- -- --- - -- - T -- - - - - - movow - — - ti i" + ' 2 � O U q - n dplll EXIST. Raw E.YIS1 . S/ w 3 - r 3 2LAX2.02 L,A ` 50' E><15T�N� �ONSTRUC,TiON--- � -' I - �, 1 --- - 0 Z - L_ i = 4 0` _STA_-& AQP ! LEMON Z_L z 0 T .00.00 ANN � i 1 =� LOCATE F CE 0.5' STA +lT-- -�� LEMON AVE. / . STA. 10.56.49 STA. 3 CH EL II � © REVISE ONS QNLY cr IN to O Ar CLEAR OM Q I LONDON WIN ALLITYP.) -STA ►O.00 00 LONDON AVE. - LAT. IB SEE SHEET 7 lS1 �• U N H /� \ ` I <� i l � KF �ERA� NC`"Eh .NIIT� ,. 0 0� Iz N v 3 J� 4I f� IO'' D ��� P��y w Cy `� L�� 44 h�uG PB _eTT #4 AT 18 MAX. Q`o - c' � � j �4i -� Q � I-` � c''"�-"' �^ n� �����` DESCRIPTION OF REVISION DATE CITY w cr \ Z Z Z W �.+a^ ^c.� car ri r T �,� ^ APPROVED .,a"U BARS U I.—L', FF--- Q 01 12 t 3 3.15 o 0 0 2" �. � r+ r r�r ! No. 465 /I E; a z [� Z � ° CITY �� RAI�C�OU •l1f1 -P- r-r- na LEMON �, w7 AT i6" MAX. _ - �� \ STAT 0 W �f� crvlL �� c ' u '. t ` C.L. DRIVEWAY & G A T/E � - -L r m '4 IZ+I '7 J /�\ 0 > �,`T ,^ ren r\c .r•s . r /[ f t�l •4 8 1/2" c STA_ LEMON J Q X "K-=3', tI LEMON AVENUE STORM DRAIN i ------ -- cn = EXIST � 'L =6' 4 IA . NCE -- e� OPTIONAL � •• r1 �c r � � , e' � ORQJ 5 D � ' „ 2 ) PROP. R/W CONSTRUCTION NOTES n _ CONST. JT. ABANDONED r z�� - T 1 _ —�_ - PLAN & PROFILE LAP •S AT 6" MAX- 16" IRR. - - r j /j' ^ ^ J �.�, Y \, \ �{ fj \ / - TA .,I1,T l/1\, f1Tf1„e+T,� .1 I n I II f1 P.�� T�1++.l�}A,1.1'. ,! ! ����f,�l 1 /1 #4 AT _ R/W AI, �, STA 9 + 22.22 TO STA. 19 + 00.00 ,. - 1 a, - 3 F' 1200D 18” MAX. 2 C.L(TYP.I r- -�-- _ # � �� �.�� •�;.. _ E34 ' F�. *NOTE: ALT. CONST _ -11 rro �= �- �,.,._ � ..,� p JT. „a,.r BARS H=2.5' FOR 8'W X 2.5'H '� �I l� .� , ` �'°k j :=.,•:: ... _ _ _ - APPROVED BY DATE - R.C.B. — — I �� �. _.._..._ . /� t, ,.a. � ,�� �� ��r� CITY ENGINEER ��'�� RCE NO oZL7117 y L` " j N •7 AT 16 MAX. N 3 �A i �,N BA-', h eco== w �2, J.F. DAVIDOON t N I I — ,A ,. w .4 ty4L�,A.' L DESIGN D F E D E CONST. JT. !, - JH 2h q0 ' ' BRAWN _7 fE F i •q 2 4• )2+� 02 X17 MANHOLE No _ ;verside, CA 92502 rollHALF SPAN STA. LEMON _ 2OF =ST 3.00.00 CHANNEL STA. 10. 14.54 S.D. �2� (7-14)683- 02v^^� (714)6 5 4 P •I II r .5® ra s .�.�...�a�..,. w. .3 . 2 H E K E 0 �� R Q W N G N 0 DETAIL B SECTION "A„ a = STA. ;3w"-O-= LEMON Z � ' 1 R 2 � � �rn.4 ��� _ DATE � �'�1�°------_ FILE Nc _' 369 _�y3 2' 20' �1 + PR EC T 5 NEST 0f NINE. = FfNISR el FRA DE OP TP•ZNGH f7,eST0RA?!OH Q OVF>`l, TNI: NORM bP,AN PIPE To II-I T4E n ,� c� a a '�� In 'o� J !✓Xt�1lNC� LEVAZION,5 At4r G-tKADEs A-5 Q ul � EIcli h►I;DtJN ON T1415 FI,AN a a � q - + ti N N - + F' (mv F- F- -� -j J dT (D o a);W CU - J J OD _j U Q �• N N N cniU N Q N 1= o -1 C6 �� N CrNI Q <14 U Ki o I1_ + N v' W / EXIST. GRADE c" �'' �� N .I N N N Q Nj / a STREET C �" am cn - + - N N Q Q 1590 '°' 0/ - �-- c~i> U �"` c~nc~n - I P��� P5 1590 ei � 6 6 1� I az J tl CD - -- - - 5\ P \� - - - - I 'S 0 PARALLEL GO � 4 -- -- - _� --�-- -' _' I . 9- w 30" WATER �_} - ---- - - - - - PARALLE N --- - --- '� E 8 SEWER , _ -- - - - ---- - - - - H.G_L.- 6+ ZQ g I �3 - - � o - - _ _ -- - _ - 1580 1580 a z �23j - _ _ - - e j I w I 6g8 I 5 �8�6. �gv`"/ 11 = I 7 E.Q- 60' S % 16 QLl 628, �i� FUTURE C0N5TRUcTlON w 9% :1.60 O �30� '3�A �9 7334 0 � \g\ _ � - - 3�.Q51 - - 7!.!3 21.24 71.2_ 71_36- 7148 F.L. m S=0.100X =_95 7/.06 - _ - -- LL - `� F3.50 1570 Q 71.01 S•o.302'"ti 71.72 � i ,\ 71.7.6 I 74.5o 1570 _7U.97� F.L. I F.L. HYDRAULIC- DATA I F.�. HYDRAULIC I C DATA F L. HYDRAULIC DATA N HYDRAULIC DATA p 10(r 369 cfs N �m HYDRAULIC DATA 70.7_0 DRA r� r� r) o g00 10 3 fps 397 V= 9.6 fps = ui Qt00V. 8•942pscfs F-L. 0100= 42.3 cfs rl 0 0100= 410 cfsnj 0) V. 11.0 fps r' aD V. 10.7 fps 0 0 + cD c0 + . m 'm 34.22 -7 R.C.P. N N N N 263.87' 84" R.C.P. D- 1200 _ _ 235.33'_ -84" R.C.P. D- 1200 453.10' - 84" R.C.P. D-1200 D- 1 150 I SCALE: 2 0 HORIZONTAL I" = 40' �o �I VERTICAL I' = 4' X17'' 2+00 23+ 00 24 +00 25+00 26+00 27+00 . 28+00 n 29+00 19+00�, 20+00 SI +00l2 I� *� , I r'•' --2 4e20 z Q' _ w o m L 0 1 a � c, a © z � > � Q Q zea ow I -' 0 Izm o I ' z m 0°z' z"1 CONC,T UC TI OI`i _� cn ~ o W a) $ FUTURS F� - Li1c) LJ w o � � w � ' LLJ * div u0 - o ' z - 11,J 1 u u vi �,, o IY o �'ai ol p q Iw q w - - � A � � � � � > O c J w Otn��J�Q Q-�r a� �' W - W Ii O (� W iWI W W) m tnly , > O STA. 22+83.92 SD. LAT. 5 - moo w oo�cr �� ol0 00`0 w u ., McD qo L � � 4 J I W - N � ul J n.J a + w w rri r� 1 a r-wi o 0 0 0 =STA. 15+72.00 LEMON u u 1 0 .n r� w I + W 6 - - n N + >� w coN� � I v=' 0 0 o,o�g vol �!v SEE SHEET 6 > > v r w + ,N �` m NI : o W� c - 4- W w . ++ - cn . + + cv + I _I W;: 10' V=4' W N O+ w l0 �!�Ire) I��1 m = _ + W w N- ;t: T F- -1tr0 � ` d Flo o-1 - 1 �n STA 24+05.69 SD. w w N N = ;� U � � N N �o OD ~ ~ �' Q N w �L =STA. 16.93.7E LEMON I po'� ININ „ d d © F w to . Q N w m v a Q Q a ';;Idw 3 z (I �� dd aha t u w cr w ddw �� d w z 3 ¢7 3 48 ~ �F- = a crr F N' / cr cr Q u cr (r cr '� w 1- �- w N. j u> cn 3 _ w L z W W z W z Q Ln U- c/� n Q: Qin �i u U uMlt� ^c T�Eucu N cnu) �_ I. i d!d j z w z w > w z -WATEK w Z z r+ d KVAi R 55L" OWE, �= N �� N N n .:;� �' _v f- F- ,' 3 Z 3 z F 3 3 cncn % wo acr 3 z SERVIICE 3 z a wo Q w 3 H cn� I� `� � , wo w 1110 wO 3 cnu 3 cnu ;� Y? \ 2 �2 REVf5fON5 ONLY U �.-* i_, cn u 3 cn cn u cn a ..: " <n u N 1 �wrL . . �_. IL F x x 41 Q O �- !; - - - _ f !: i 4 + y �� _ - �,. „ fi / " 4 " - 1 tea• z - I - �3' SI'/ 410 i �3 Y (, �a- - - ,A -T `1. N' rh 2 ` Cho C 17 1 18 ( 19 - _ R N - -�- 2 0 + 1 �_� \ ! s s - - - b L ='1 ' i �>a _ - - - - 4 11.1 . ' / i - .-_ _:.-.,•lam- - - _ -- "'_ -- - _ - - _ -- - rV _- _ - - - - - - - - - -- - o r t14', - - - - - - - - - - - - - - - - - - - - - e z- as� s �, + i - - fib �? 3 5� I a�a I w (� _ y --''^^ w b O L i f'1' L 1� - y .. � � . ( � •- - - - R...N EMp �S! -1 - -- - -- - - 2 t i- - - - - �. - r7 . I � Bg� - - - - - - - - - - _ - - 1 _ _ �f{ _- ;� � J}ql CrV . w ,' �2) I I I _ _ -- - - - f� _� - - - t- - - _ - - _ - ?_ - -_- - -T- _ - _ E --- f OF CA1�F '� arca►` ,� y _ _ _ ew . ... 22 23".1113 I• .t. ( T r T `�4 = _ _- _- s+. - _ I - -- - - - - - E - - - - - \�, - A. 2 I 0 2.2 8 B.C. STA. 10+51.161 3� � Q ARCHIBALD L ��, z� o 0 0� B.C. 0+43.08 . + LEMON W=14' V_4•� z �?\ of M KLUSMAN -i 44� B.C. 0.37.57 LIMITS OF TRENCH I c ziw �;� o ,j.� w+ - �`, - l _ 2 CONTRACTOR SHALL PROTECT IN PLACE ALL STA. 10 65.30 . 1 0 . g ,� n R6pAlt� "�T� elpE �21 - �� 4 2 L r j� 0 111 �� SEE DETAIL "A" +' 1 ` off- o - o . STA. 0+57.22 _ N I5 KLUSMAN UTILITIES CROSSING OR PARALLELING THE - ' ARCHIBALD 4 N J r> - „ J \ - o Q a KLUSMAN N ! 1 STORM DRAIN UNLESS OTHERWISE NOTED. W=10', V = 4' I m 4 1 ro > AT RIGHT �;, 3 \ 84 • F w w I STA. 0+57.47 r v� STA. 24+21.92 S.D. X AT 6 m = --- ` -- --- 1 , m o � : o � r` --- - �'' J W=28' V- 6 ti ! KLUSMAN ''� Q21493 OD LNC C.o1J5TRUCTIor1 10 r� = A. i7+T--00 LF1Vf N i RCP y , CONSTRUCTION NOTES CoNSt TEMP. TIMQER sui.K µEAP N +'io �;; CO w SEE SHEET 6 I I d} - - - I oil I o = ;; w=28' v= 6 LEMON flETA1L.S*r _ N +; I 1 0 > 3 + W W.21 , V = 6 `- XI I O I I z 3 I I LG 3 f34" R.C.P. 1200D. ;i I d I I - _ a a N - _ - + } i "� _ - I z .I _ - � F ''I N W II - - - . .- -� F- 1 I I Q N � Y/ 4, a- Q (n � F- it Q H B C iv 47 2+ K F N1DV E A� C f7A V F M E N T � � � - -- L �- � 3 u Q �1 �;; cwn 0�\� L� I �00c2TRLAC floN PEK 1K 144-59 J W ao _, / o�. � ' T- • - r• i ^A a l., Q 4a TRENGN RFSToRA-Tl0 N 5EE NOTE TIII`� 5i1T Q i \ _ - - - - - ) b _ 2 Q 11.J DESCRIPTION OF REVISION DATE CIT r � �, , n. �, .. � 11.1 - m Z A uj % REMOVE EX. +. APPROVED. Q &,.V To Ca RAPE - W :2d� III.- 17 Z3 c/W D R A I N S {4?� I EC T TO C8 - Z MANHOLE No. 2. = I - f 1 _ CITY Y 0f R���jf�0 �� i0 '� - T - - J� �c RP-MOVE GU RS ' GU�6 p- U > W - - - _ 24' CATCH BASIN �Fe---�- W=3'-6". Lz �I CONNF-UC,i LDCAL. D�PRF�ION (CArDE Cl) Cr- Q Q > 1 R/W Ex1ST � a^NNc_ T To Ek -J > O Q "7 Q D --moi DRAIN Q n DE -- - LEMON AVENUE STORM DRAIN 12EMCVE CONCRETE GR0�5 GUTTER. NOTE: # NOTF PAVi MENT F�EMovAL �rJo TRENCH -- f{ESTCP,nTIorJ v Es 5e� TyPIC,.L- CURVE DATA � o n..,r�.r.,= ���, n • r+r THE LEMON AVENUE AND ARCHIBALD5aE�Ts - _ PLAN & PROFILE INTERSECTION IS SIGNALIZED. THE 2�? 18- R C.P. 2000D CONTRACTOR SHALL PROTECT IN No. �� R L T Q Q n �' "^-Q PLACE ALL CONDUITS AND POLES. Q G° 32' 47" 90.00' 40�' ZOO'LIZ\ STA. 19+00.00 TO STA. 29+00.00 nor iAz�� REFERENCE IS MADE TO CITY OF _ RAN',HO CUCAMONGA "TRAFFIC L s APPROVED BY. DATE l�-.-. �'�` - ,.� 40 30 20 l0 0 4i LEMON AVENLJE __ _-_- _ Az� - �, ..� ..'�,-. - 2e CITY E N G i N E E R _�?�L � 't'L R C E NOp - SIGNAL PLAN- ARCHIBALD AVE. AND LEMON AVE. - DRAWING No- 1330-S, SHEET 5 OF 6 FOR TRAFFIC 38° 56'31- 22.5G' i .� �` DESiGN REQ `MMENDE. SCALE. 1" = 40' DETECTOR LOOP INFORMATION. - - - - J.F. DAVIDe - - A.PFOGIAl , INC. DRAK'N `' .`:NEE T 20 JUNC1 i ON �Z RUk:,-T URE No. 4 Box 493 F.P. Riversije, CA 92502 3 - of _ 5 �5 REPLACE TRAFFIC DETECTOR LOOP NE KED 14583- 0209 ,i4x: (714)686-5807 - -- r r /��� /,� 'j 1 "?RAW'NG NO • n ... . ...r• %%�af`I�!/X' sok 1 RCE NO J�4. � L1 DATE Gr�lLr ! ----- FILE N O !3 � - 7 3 Q- P( OJ ECT SHEET OF