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HomeMy WebLinkAbout1137-D 01 Rm D__ S s - -- RAIN PLAN FOR VICTO- RIA STATI AND R ,V, PARKING ON S. TORAGE WIIL'S0NITY OF RANCHO CUCAMONGA GENERAL NOTES AVE. IN THE C WPERMIT N0. 85 - 26W 4 CONDITIONAL USE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE Q CITY OF RANCHO CUCAMONGA, CALTRANS, SAN BERNARDINO COUNTY PLANNING COMMISSION APPROVAL J A N.8 19 8 6 STANDARDS AND SPECIFICATIONS AND STANDARD SPECIFICATIONS FOR �. PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO W THESE STANDARDS AND SPECIFICATIONS. 7 J 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT f SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN HIGHL.LIND AVE. _ ADJACENT AREAS WHERE 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. 19 TH DEER CREEK , I 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ST. CHANNEL \`, �� I j ( ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR PROJECT `, i 1 CONSTRUCTION WITHIN THE CITY OF RANHCO CUCAMONGA EASEMENT J �� f� I I I 1 OR RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED PRIOR TO SO. Mr—IFIL, RIR I lou i�v $. 3 1jr PAVING. 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM REPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 84SE LINE ROAD I' i �I� `t DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED I l r J L1NE54� 1; PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER ,UNE , r„ \ - 1: FOR APPROVAL. 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN, HAZARD ,ti 1 I (� �� FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 7. ANY CONTRACTOR PERFORMING WORK IN THIS PROJECT SHALL R {� I I I- �, - ` FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE I� RETAR[311`1 , , t; L` �� FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR VICINITY MAP BA64N �4n , I. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES N . T 5. i r Or- zai I �. i ARE SHOWN ON THESE PLANS. ,. 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR L � \ ' THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE i�; HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE ' n� �� SUBMITTING HIS BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS caaftuct CutoffWWHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. x --�_--- X 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND NOTE- STATE OF CALIFORNIA ESTIMATE OF QUANTITIES. 4$ - _ �W t DEPARTINDEX MAP- 11.OF 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE - TRANSPORTATION '--__ � --�----- AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE o� -- STD D04 RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT PLAN END VIEW THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST TonqusendonIntel wilon. aC&"emeldansteflbeotdesiredDymenufocRx. OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY Groove erW on outlet esction. and will be poid for o1 the prize paid for concrete pips. OPERATION. C f MINIMUM DIMENSIONS 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR PIPE A B c. o E ape CHANNEL. .26 12' 4" i 2'-0" 2'-0' I " 9" 2 ytt, 12,-3" •-0 24" 9 : 3" s "d-0' 30 1'-0" 3 h 4 6 5 0 N 1,- 4- Unit of pay,I for pips 42 1'- " 4 _a 8" I 49 2 0 S 6.0 7-0 N r`--1 CONSTRUCTION NOTES _ PRECAST CONCRETE AND ESTIMATED QUANTITIES DESCRIPTION FLARED END SECTION TYPE A uN« �� u"`r 9 a-- DETAIL INSTALL 18" RCP - 'D' LOAD PER - 2� INSTALL 24" RCP - 'D' LOAD PER tap CF G INSTALL 27" RCP - 'D' LOAD PER PROFILE--_—___---------___---_—_ 4r- 44 5a—CONST. CATCH BASIN NO. 1 PER STD. 502, W/LOCAL DEPRESSING PER STD. 518, W & V SHOWN ON PLAN.______________--__— eA I PRIVATE ENGINEER'S CONST. CONC. BOX W/NEENAH GRATE R3430, TYPE A PER DETAIL SHT 2`______—_ EA ! NOTICE TO CONTRACTOR «�-- CONST. CONC. BOX W/NEENAH CRATE R3578, TYPE L PER DETAIL SHT � el2 ___ ` B!,'Ro Po,4sE co.vsv�r.�� �— COST. MANHOLE 'A' PER STD. 510___________---------------- C'9 ! O ADO ocxvGr MM n DESCRIPTION OF REVISION ION DATE CITY THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR �— CONST. PRECAST CONCRETE FLARED END TYPE 'A' APPROVED. STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED G A SEARCH of PER CAL TRANS. STD. D94 (SEE SHT 1 FOR DETAIL)__---___-------____— 6A Z AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE T THERE ARE NO UTILITY CONTACT CITY OF RANCHO CUCAMONGA EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE 10 INSTALL MODIFIED RIP RAP ENERGY DISSIPATOR PER STD. 517.____-------___ S!- !a3 UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE —-- � `�' BENCH MARK B.M. 163 B TITLE SHEET PLANS. &-- INSTALL 12" RCP - 'D' LOAD PER PROFILE __----__—------- ALL CONTRACTORS ANO SUBCONTRACTORS PERFORMING WORK SHOWN oN CONTACT THE FOLLOWING. AS REQUIRED. 48 HOURS (Z ---- INSTALL BROOKS BOX PER DWG. NO. 2424 —_—_—_ —_— ————--———— C-A Z ELEV. 1297,297 FOR OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT PRIOR TO EXCAVATION: ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC GENERAL TELEPHONE COMPANY: (8001 422-4132 �— CONST. CONC. BOX W/BROOKS NO. 2424 STEEL TRAFFIC CRATE PER DET. SHT. 2 __-- e^ I 24' WT OF S rMWANDA IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY AVENUE AND 40' NORTH VICTORIA STATION STORAGE WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 280 SOUTH LOCUST. CONST. JUNCTION STRUCTURE PER DETAIL SHT. 2 _ —— _—_—--— ——— E:A ! OF BASELINE, SET BRASS BENCH DISC. IN TOP OF A N D DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. P.O. BOX 2920 I NE END IS A 4'x2' CONC. R.V. PARKIN G POMONA, CALIFORNIA 91788 �-- CONST. "WASH RACK SEEPAGE PIT" PER DETAIL SHT. 2 _ _ _— ___—— ——— THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE /I\-�-+ Qp wAzr ftmme cXK -:'o �XVC�.CCS ^c t ecdt( emr_ liseveC"r(vo13 e. Z BOX CULVERT. CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE /� 'OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE U.S. DEPARTMENT SOUTHERN CALIFORNIA OAS CO: (7141 529-2070 APPROVED BY: . DATE: OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL 2191 EAST BIRCH STREET (7141 529-2889 QVOFESS/pet p -4� CITY ENGINEER RC.E N0. 2239 RELATIONS' "CONSTRUCTION SAFETY ORDERS'. BREA, CALIFORNIA 92621 PREPARED FOR . ��, EN MORSE CONSULTING GROUP - -DESIGN q�COMMENDE f, CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CUCAMONGA WATER DISTRICT: (714] 987-2591 ;� RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF _ �;' Z GAJ '�q!1,'_..�.,r�Q„�k- ce CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 9841 SAN BERNARDINO ROAD CALDER & HUGHES PLANMNG •ENGINF.ERING•I ANDSCAPEARCNITECTURE - 1, Vo. C 040351 f,, - RANCHO CUCAMONGA. CALIFORNIA 91730 c� 3_31_37 ''� DRAWN SHEET PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLV AND NOT 4860 IRVINE BOULEVARD, SUITE *201 cs- Exp. � BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS IRVINE, CALIFORNIA 92720-1999 4c �OF�3_ FROM ANY AND ALL LIABILITY. REAL OR ALLEGEO, IN CONNECTION WITH (714)730-7117 THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 46 21 TELLER NEWPORT BEACH 14A, CIV1l" O���Q CHECKED Pq� �a eeVMM� - R. E. N0C-_..---_ _ DRAWING NO . NEGLIGENCE OF THE OWNER OR THE ENGINEER. SUITE 130 92660 OF �AL�F DATE FILE No 137 D 77.1 w t,_,._.. ,..... ,.......t,.. . . .,.}.,, .. ,. t._. „ ......... ..., .. _,_ _, ..._ � x � w ° � �, � a� �, m x _ }. { -G 0 r N Q p 1' ' �� � I 0 .,. -.,.,W �� .... ,.,....l. _. ...,y _. ;_.,-_,i -,-,.., _.}......i... ..4 .l .,_y._� _.E..... _...._+. ., '. ,�. �. W t, . . U I� . - . ... ,. N ,� 2 z �' ` N �� © wy t . a N WC .� .,.. ,....�. .,,._._t.., j .. 0 � • C• G } Q �` 0 fY 1 ' i j t�, t. _ 1 , �. ,. �. ;. �� � Q l! } U z �• �� 2Q� ]J 0 .,..._'.. } ...«,_ ...t rff tp ..,,.,..,-. , ,-.},,. nv , .,,I ..t., y ..,,.. .,f.-. ---}., .:. . ,,,y ...�..,,-:..,.,....«. : . „ .. \\ �\ + ,°,� LL V o �\ \1 I �' �, t i �• � . �- I I \ C Q . 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I { 1 d7 ' '�. .. .' ., .....}_....i 1....._ {..._Y .h.........{.,-.f ,.,+. .._-�.....,. 1.., }.. .,,.. 1...,.}.....1.._ .. },.,..,... „-, .... __}._,...}... ........+. ..,,...,-.,,f -,.i., ,..,i., .-....1 �` + r f, }. .� ,.i V N N ., .I..... } ,_{.. :....i...,,. :,... ,,.+. t............. .. .i....} .. .. ,.,. ..... .,1... .. ._ ...,... ., .... .. .. ..., ...;.. } ..i } ; : � : .,i...- . j . ., ; .. .. ,. , .. .., , .. .. : .. .. .. .. ... .. ... I �J (� BENCH MARK B.M.- 163 B , A REINFORCED CONCRETE COLLAR ELEV. 1297.297 24' BIlI>!T OF % MWANDA ��' !�� � OF � BASELINE, SETUE AND 401H DETAIL ORTH BRASS ;�.,o• � -�N� Ste- no w I -BENCH DISC. IN TOP OF NE END OF A 00X CULVERT. 4'x2' CONC. I , 13ko CM00.00 -1/'87 3a0 1. A CONCRETE COLLAR IS REQUIRED WHENEVER D, IS UNEQUAL TO \t CKANNC�Cr I 1 cQvr?%)4or- o 02 OR THE PERMITTED DEFLECTION AT A PIPE JOINT IS EXCEEDED ` ID e p THAT IS, WHEN ANGLE 'A' IS GREATER THAN THE PERMITTED C3 'Vp pf����"s�+ V� •��e�� _ � DEFLECTION ANGLE.(SEE TABLE). C �� Z�i� 1 • ,� -�__-_ _ / 2. CONCRETE COLLARS SHALL NOT BE CONSTRUCTED ON MAIN LINE &A,63 � �/ _ INS UNLESS SHOWN ON THE PLANS OR ORDERED BY THE i vvv _- _ - - - ENGINEER. \ 1� -,,,1 STORM DRAINS 3. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER a! Zv '\� THAN 21 INCHES AND ON ALL PIPES WHERE THE PULL BETWEEN THE , 1330 + �` \ \ L EXTREMITIES(SEE DETAIL A)IS 21 INCHES OR LARGER. 13 'au - , , I �" � 1. CIRCULAR TIES: O O N �(Lat1Z� Ow!'N�SFe't!b mo t - 2 2 O 0 WHERE THE SPACE BETWEEN THE PIPE EXTREMITIES EXCEEDS 21 _ NJCHES, THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO b • . 0 • + • 'i r opmeMAINTAIN A MAXIMUM SPACING OF 6 INCHES CENTER TO CENTER. • ; _y,;,:- i-I CIRCULAR TIES SHALL HAVE A DIAMETER S INCHES GREATER THAN Q 39.5 I r it THE OUTSIDE DIAMETER OF THE LARGER PIPE. PLAN •�1 n n GO a l FOR PIPE LARGER THAN 66 INCFES IN DIAMETER A SPECIAL COLLAR d0• d( �xj ;J DETAIL SHALL BE DELINEATED ON TFL PROJECT PLANS. ttfTft.1:Sw/M%ft0ww %N•Nq/!"wllllIM*wormptew.lbwrn I 6, WHERE THE PIPE IS 21 INCHES OR LESS IN DIAMETER, AN INTERIIOR L. W � - �seetiea OW two Delp���ft,�^�"wWI�IO'I°Aw• ��• ' • ! � FORM OF UNSEALED SONO-TUBE, OR EQUAL (SEE DETAIL B), SHALL pR N•.is Sw tm toW Ienplhrlln°i1T,rowvinj a eMlp 3.1410e-ta)Mdw w .I •,,,,,,ti. BE-USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM rCri 1 • % A REMOMAY VABLE INTERIOR FORM SHALEFT IN PLACE. WHEN LL 13EIUSED OR THE IINTERPE IS 24 INCHES RIOR JOINT N tSJ°Q9'23'�' C�Op.Q�' w'• .•r. ' I .w.an N»ne••vooeH.the ro«)SNA. t�.poe M..�of Rn ea w�«r.�«.w•.- ' .«. CKAN -G. x 1320 mpil a WW Inee.r r"lube M Nle pipe. / 330 ( DETAIL A SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. umire 00 _ I EWFORCEOTYWL CONCRETE"PtPE GICAc CK�°1NNEt 7. WHERE PIPES DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE \ COLLAR, L SHALL BE THAT OF THE LARGER PIPE AND THE EXTERNAL DIAMETER OF THE COLLAR SHALL BE EQUAL TO THE OUTSIDE \ C�ISC�CC"ZNZ, • I r _ ) ,�.r.-4 ;_p,.ri l TABLE DIAMETER OF Tff LARGER PIPE PLUS 2T FOR THE LARGER PIPE. A f "� ♦u CONCRETE COLLAR SHALL NOT BE CONSTRUCTED CONNECTING A , � � LARGER DIAMETER PIPE UPSTREAM TO A SMALLER DIAMETER PIPE r i } N� g,lw= I �.el (;w,..1 l�..l omccrgM4 DOWNSTREAM UNLESS SHOWN ON THE IMPROVEMENT PLANS OR - �l -- + -- -- w I2 • )4- ORDERED BY THE ENGINEER. • C - f » u 3____rod E THE VALUE FOR ANGLE •A• SHALL BE SHOWN ON THE IMPROVEMENT f 1 -- �, f it a e 1-t PLANS. l � t w. r ---- _ _ I 30 it-- � �.-�__ !. WHERE THE SLOPE OF THE UPSTREAM IS fat GREATTHAN THE SLOPE I r -i-' — �- OF THE DOWNSTREAM PIPE, JOIN SOFFITS. WHERE THE SLOPE OF THE cy�E' v'no= I " n_ - w_ -s =ra- UPSTREAM PIPE IS LESS THAN THE SLOPE OF THE DOWNSTREAM PIPE, I so ID.-N) »- _ -� Ta- JOIN INVERTS. pETAL B BEVELED PIPE MAY BE USED IN LEU OF A CONCRETE COLLAR IF $( -`i " l3- APPROVED BY THE ENGINEER. .".I,www Iwwe 3.3 - -a. -10_- — O'!2 � � • (1 --� to II» �''{ - 11. FOR PIPE SIZE NOT LISTED THE TABLE, USE VALUES OF L,T,! 'A' i� 132 . 1310 r 60 a FOR THE NEXT LARGER SIZE LISTED. /! i3�0 37i —�, BAS AV -f--- 13 cl n --- �j��/ 13 NI�ZKV VbP•�r ceS ' - _ -_- 1 � 05.E 0 _ s ofoo.00 4��v cA�r�o _ -13 >< /��� �qy•� I 11 - - r pin I 704 ,1M C)ex C- AdaW CN�1NN�-L 1 y I > I -4- _ �IRi9�G7�G=� Ch't'�111t'17W. 290 mow wrearN=c.�' i � C&A&+n�t. _ _ W rHt Z -� 85.0 a Lw 4QV= 10 e :' ��: t _ X280 VN s 06 fad / W 8 t'loN *1•A ' / - r. trogrAlWeNG "W " _ _ 84.5 1284 .......... tic SM. 0147 JO&?k.G AOO \ 6E=c: ca► -eo �z=yr s- ' - --- -- I / N. so weCa GIFACao CHnNA;01_' 6400IM leWr-eXW I I GlAoftr OII=l0*"lx'eV Cl,t�9NNsG I I 120 I _ — 127073.2 ;. 1WV OWeV erg ria CMnN^Wc A00cFo ctyl-c' co"AlC 1smK• (BY MOASE conv5v4 Z,,,V4 Ca�4o .8 CITY DESCRIPTION OF REVISION DATE APPROVED C.[11hC7 VAlrIIe GE i51"A,G*40,00 4FN47 CX; ' CITY OF RANCHO CUCAMONGA 1VIot�: �•v V�,,trr ed Arm- \ cross sc-crzory CSC S6 Z2YRlV 7NF � � \\ X11,6 IN 8c�z v n.n a�.gs sccstav zo carr- I �� STORM DRAIN IMPROVEMENT PLANS FOR '260 \ \� 1260 I WVeV RV. MR1'ClNh �- N rs. OfESS/0 APPROVED BY: DATE: PREPARED FOR �pQ� Nq CITY ENGINEER RCE. N0.22397 MORSE CONSULTING GROUP , ION RE&MMEND ✓ CALDER & HUGHES _ MANWNG•ENGtNEFPtNG O LAIYDSCAPEaRC IIMC7vRE c� n Na C 040351 :0rn EED 4860 IRVINE BOULEVARD,SUITE *201 LAI r" DRAWN SHEET IRVINE, CALIFORNIA 92720-1999 (714)730-7117 41 CIVIL �Q* OF 4621 TELLER NEWPORT BEACH �'T �� CHECKEDN�.�VI�tlMQ�t R.C.E. DRAWING No SUITE 130 92660 4FOF CA1.�F � 37' � - DATE �-'� FILE NO