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HomeMy WebLinkAbout1290 GENERAL NOTES �, 41 o BENCH MARK 1. All work shall be done in accordance with these plans, the City of ��" ♦` i +1 •BENCH MARX NO. 96-8 s" AT THE NWC OF HAVEN AVE. i Rancho Cucamonga Standards and the Standard Specifications for Public rli, �, 4.,I Works Construction - current edition. Contractor shall be familiar 19TH ST. ,N. FT. -W. HAVEN rn with and shall be responsible for adherance to these Standards and �r f't i FN. 19TH ST. , SET Specifications. ~'� DRIVE FIN w/C.S. TAG IN TOP p 4T THE E. END OF A HEAD WALL 2. All pipelines or substructures of any kind, telephone or power poles, • �' • �' FOR 3-24" C..MP--ELEV. 1430.686 water meters, valves, fire hydrants. etc. shown or not shown on these SECTS -* Yt plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected rl./er/T in place as required at no cost to the City of Rancho Cucamonga. 3'i j� s s• 3. Any contractor performing work on this project shall familiarise his- self with the site and shall be solely responsible for any damage to �CT��� rt- existing facilities resulting directly or indirectly from his opera- ,. !�/i~a•C. tions, whether or not such facilities are shown on these plans. sopera- as • CW 10 C. , 90 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Depaitment prior to any encroachment or construction within City of '6LIr Rancho Cucamonga easement or right-of-way. aMP1AAPS /d TYP/C.4L �•-(A 0L-11 AZS. All grade stakes shall be set by the Contractor or Engineer. Paving e/t O•G. \ 6 - stakes shall be set at all hinge points, edge of pavement points " p within 0.01 foot of sub-grade elevation and at not more than SO foot ' S�iCT/ON intervals. Additional paving stakes may be required by City Engineer D,ETjtl�(, a -7 4A T- T-�'_ f1 N';`g' as needed ac warped or vertical curve areas. N• -T- _ -T 61 1 T -a T- , t•rri! I , I �wwnr��� 6. All sewer. water, electric, gas, phone or other utility laterals. „4 I sT0/-fTa• `' WAI mains, or crossings shall be constructed prior to paving. • . • '• �q,p \_A�F �I To A,INTMiA/r fT4. / " s `. .. ClCI -BA�Q ' I ELOK A0 Roar. \\ s 7. Compaction tests of embankment construction, trench backfill. com- Vi /E5//Z //4 • ' J �y/.)/�j�y,OjE) \ 600 DETA14 4!a patting original ground and all sub-grades. shall be performed at no .� �. �• '� Amt: Aw. /o ri 91 I' s \ TYPYC g. cost to the City of Rancho Cucamonga. A written report with these ' ' . '�'.' C _CdA• G _ AA ALP ,rE/N0.r Ti 40 OWAW/AAP - - - \ ✓� compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. ! . .� /6/O�j.//�L� L44AiiTi/GViVAL dARS 1 S. At the completion of paving, a materials report shall be submitted to „ iOOWEL �� "a C. SOAC'00 the City Engineer. Lising all tests or determinations completed to - - - \ verify stability oil content and Gradation of asphalt Paving - "1. '' TM!/S: 1"' \ GO OI6Trt/L i�F~ 9. Prior to installaticn of any raving. a materials report shall be ' •. I �� - _ - submitted to the City Engineer. Listing all tests or determinations . /ejr completed to verify: - sieve analysis and sand equivalent of •�.,�. CC)Vc' / W C -a4R I C - �� F _ Q4R « 4" I r�!/T�slYC� D / aggregate bass. K T �� ,9,ETrt/n//N6 �1✓�1L-,c.5 - - ,%�>1 u /9wre &---# O • e - -- / e naw t V. 10. Paving shall be performed in accordance with R-Value and Pavement tests ,a ,e, KA,.IAM rA-04 taken to determine structural sections (prior to final plan approval) ,t ^W^ cX qr ?04 A'fYNbly 1 TYP. l • .a.. ...i. y_ -i. _a... __A 11. When improvements are to be placed on native soil which consists of a I rocky material, the sub-grade shall be prepared by removing all rocks �� _ - I . which protrude above the sub-grade and all voids or depressions shall /iVTE/t�sE T OF�E /i�//i(/� `(/�LL3 j � C - � 16- be filled with a fine grade material of a quality better than the native ANO w���i N LLS � • O. ,.,,CJ04)S.9 qr P=r/� �� �.�� ' material. !DEXA/G ,0 TYP/CAL Al T. 5 T ri"/C.f,L 1tZ 12. If the asphalt concrete is to be placed on sus-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly �L.43T0-AFt�' QT. TYPICAA. %5OUCTIOM '1 3E! STA/� "6•� applied at the manufacturer's recommended rate for the full pavementA,l j.s. �tl ' A tf/rZ/M�i 1 A�/00/R/i/ SNEiT 2 width prior to paving. _ /max Yr.�1/A�t/0 iy _ U 13. /st' 0Aehfle �YMoCS cue*! ,(,vtrovT Estimate of quantities is provided by the Engineer only for the com- /?t7/ Ma1t/ARe�VOT. venience of the developer, the contractor shall make his own deter- 16 M1441A W ,✓'C 40A1CAPIF I aeo1WJr. eA .. ArArA SPS/MG ro Larsr06Al ,f"A �^ 464A� #041/2 � WAAMr� � ,�e�uc # ` C mination of construction quantities before submitting a bid. Any OW .4^#P,tO/f00 Ar6t4/AZ 096AGAW S/za rIAQ 0-r (/,/.) r, 6414) Item of work required by these plans which is not specifically listed , �, �J. , 9 ,'0.O Z2' - /%r, O • - 0 , d=o'' In the estimate of quantities shall be considered as included in the w � � /fldrE% L70k/�/f/�7Y'Tf •�/10� 00/ 8/ (o /O.O // � - 0~ other items of work. 0 _ 0" 7. 40 & is o0rlP C g Q.O 7' -64 " /o ' - 00" C 14. Street signs per City of Rancho Cucamonga Standard Numbers 601 and 402 CAVA40GO '/A4i AFM. - shall be constructed at each intersection. C/ ro 40O 3'- f'' /O ' - V 5- a• A,sTiM A arts �eA/11► �/ a - /O N � ~ I 1_U Vq;cI 510.07 - 4 0� - � � - - - 15. City approval of plans does not relieve the developer from responsibility �_ CZ for. the correction of error and omission discovered during construction. a C,9 ro 49.0 3 G ~ 3 - AO Upon request the required plan revisions shall be promptly submitted to !�' �•0' •� -_ '- -" the. City Engineer for approval. s �� Ql /G.O O - 0" 70 - - - - �\ � ,Aeras qw ravTAyc 16. Work site and exterior streets shall be in a neat, clean, haxard free. /1' "" request of the inspector. orderly state, throughout construction. Site shall be cleaned upon �� N A f 7 �.O /2 3 O O r C0� ' o� ' " ' - - - - � � f G 5s.o /o - o 0 - o � H S Q.O /O 0' - O" prig 17 Native soil to be scarified or ripped between median curhs � � '- O'' to Lill placement. yo1 ( � ( K' lrmw Pro. �o W + / W � r.0 .40J07ARWr PM 18 Contact underground services alert as r•gtuired, two working r1ays d 5 s -o 9 CLCV A3 /�CGSQ'Q prior to excavation. Phone S 1-1100-422-4133. Provided fory ns:r /•O /.Oy I - (rr/!�Oare :a-.) / �' �+ convenience are the following. 4' t. ��• ,• /• I =� A. man Gabriel Valley Municipal Mater District Mr. gob Stallings (213) 969-27111 foe ease Line road construction E,YI,I,</J/nv-�to�NT .'s Z '� sas✓aus Serb"rA/G .6- c�omsi ve �O - i * �JIA%fiV1V JO/A/T S. General Telephone (800) 422-4132 ~,or t OarWA, �_, A�,,r,4; 560 vurA/t 14" � Q��e•, for underground service fir if C. Southern California One Company (714) 798-7739 to � � 4e 14E:'Ti!'j4✓ i '' .�OE.��1�3 1981 W. Lugonia Avenue " ��� Redlands, Ce 92373 94 /if L Ar"GV. D. Cucamonga County Water District (714) 987-2591 . Apt b ® /tEV�1L'0 .10e0eW7t1AN rVAI"eL UCHT/NG-9Hr4�4 9641 San Bernardino Road A� X�s X e L / Wa ` Rancho Cucamonga, Ca 91730 Ar 4J V. N. Metropolitan Water District (714) 593-7474 rl'. �' 4 T�vNrn P.O. Box 54153 =._`, '� DESCRIPTION of REVISION DATE JAPPROVE Los Angeles, Ca 90054 s CITY of RANCHO CUCAMONGA F. Pacific Telephone Company 17141 999-5639 7's EAST / s , J"t r✓i>wT IpAtit� O'1>d t' do G. Southern California Edison Company (714) 983-1746 ,N tfir` MILLIKEN AVENUE M,�r ar r, ) /s IIrMr a" wort r W"r /•Jp' / !e'1C QtEY !y/l' ,,........*•. 422 North Second Avenue n,� N T A r e`'X TT /. AfM W B'� ,,» w Upland, Ca 91786 r / /� PEDESTRIAN CROSSING R.C.B. SOX & WINGWALL ONLY 19 The final or surface layer of asphaltic concrete roadway pavement = sus uNr KEY 1NAP "` shall not be placed until all utilities & utility laterals within 65C7��N servo ro,KcyANOAdi . ,. .. the roadway have been installed, all on-site improvements including Sf w�� C��.S.S/NG Qf r��L NO SCALE E SHEET all grading have been completed, and all unacceptable parkway and N. T 9• /1/• T `:� ��,b r; . roadway improvements are removed and replaced to the satisfaction of the city engineer. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR4,,, . A PPROVED Y DATE //`' ` 20 On the interior streets where sidewalk is adjacent to the curb, the TILE EXISTENCE AND LOCATION OF ANY UNDFRGROUND' UTILITIES OR CONTRACTOR AGREES THAT HE SIIALL ASSUME SOLE AND COMPLETE RESPONSIBILI © JOHN COIL ASSOCIATES. INC. GTY ENG,NEER - CE No 07 installation of street lights, street signs and fire hydrants shall STRUCTURES SHOWN ON THESE FLANS ARE OBTAINED BY A SEARCH O! FOR JOB- SITE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS P P� FESS��4, STRUCTURAL ENGINEERS DESIGN: MADOIE AN . ) RECOMME�ry be located behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQ -��-TON '� 1401 NORTH BUSH STREET OF SAN BERNARDINO COUNTY S SANTA ANA. CALIF. 92701 ALA CONSULTING CML ENGINEERING A 3 NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKIN �D AMMO: COA/1'RAc'TGW OWALl NEC1,0rYALL COit/O/T/OA/d AMP O/A/Ei1A14V.0 CONTRACTOR IS REQUIRED TO TAKE ALI, PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD V Q Q 714•S4763711 DRAWN: AND LAND PLANNING SHEET AA/o AWALG Re^v� r AGL CV_4eoCFi�ANIC/Es TO rVjr 6AACW 1&jrr r -' Na• 1 � 4 ^' m 545 N.Mountain Ave..Suite *0 i+�P/O.t TO TiS/F CDw/Mic/CEMEiVT OY- K/GK•C, PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL '` EW Y j � f,�S. UPLAND CALIFORNIA IMM -L OF •r _ NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS �e PNON�(714► -t9aa► OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT,EXCEPTING FOR LIABILITY ARISING. FROM THE SOLE NEGLIGENCE MEC KED RCE. No �'�_ OR AW yp OF THE OWNER OR THE ENGINEER. l�jfOF CAt\F�q�\! C/Ty •j�TE 3 FILE No IFL 9-5 � 9 ' J IV /26-792 s PROJECT SHEET. N0. / OFA„ �xoctsr cti ssE scar v.4 rmW �t/sTF• Tom oo K/.i1tL ro MArG.y WZAAWALt AWY^Ia BENCH MARK: SES poer/o v;0w' BENCH NARK NO. 96-D CUR y�ff L)lT (rul,i, culIV,aS) AT THE NWC OF HAVEN AVE. i r. 04 d/t" %a rArr1.- ,r C >f �X�.vO /d'�KA.1� � r � � � T 19TH ST. , 4 FT. W. HAVE i 83 FT. 14. 19TH ST. , SET /A/ro N"LL eWciw I , DRIVE PIN w/C.S. TAG IN TOP O 9 g2 3d /.is 23,27 //GG' AT THE E. END OF A HEAD WALL 9• ?+9'36" /3¢.T•' z-s•0s' FOR 3-24" CMP--ELEV. 1430.686 12 '4f / 5 d rY1al/T"'A" / © 22.37' /211Xi � z /Z"0.C./Oc�w14 t!�•o.G ,rqn. �L o �F �• 4 6 X 'Nq Nt It. :-f" ger � � W� � � -� �' f� =s" ���• . '000# s' i " /1r�I ,�- ,.i i•� w �I► ,�fA6 /Z JC/s v v �• ' I� r/MtIA�O ' s WAr #Mlit a o.c./►N1c. __ �•♦ •• _ ,M °_�'4� — ' ' SLEW ftmAl nit •...•; W • r, r e NO.2424 OOY r_I' WT.-PER 12 WS• BIZ'o.c. L. , y 'v 4 H G:�i• ��.� f /2424-IDSFRAME 1 0 J 1ryt _J 1 � •_ - , 3333 #1 DOWEL's I � 3TE/FTcG. �1/IN/I TO AB!/TMEA/T fres. \ far \ 23 Lt10.r/ A�E:S'T .G' 7, 17�° G• �, Z e, 424 CAST IRON ` N N N.T ss. • PARI Y GRATE s , sEC �0N ,� 7MCALSECT/O�l TH1W W W WALL WT.- 110 =w T I Ti'su,e �.Ar�ucTf/ �� 1 W/ G WAL L ULE N N. . , 5C E 1'5,$T5 r�.�� \` • 26 Mr \GALVAHMM 03 8 FRAME • WALL T�/ifC�CA/ � I . � f /ICF A d BASS B ,�I/CS C SCS a roivr .,A 6d ,y" a o" 0 -0 w "A . t"-� ar=o" /'-o " fps o /I t 0 1-f /a .., F 6'-/ 70 /0'-o ' s'- c' 3=o" /'-�' , � a /1 f Q 1f /7" l- G" I _ rt / �� 24" X 24" CATCH BASIN /0 '-/ To /2'-0" G' -s" 3=0" z -o /: /e #7,9 / " .� �; ,�• 1� �. WITH 5" WALLS /_-/ Ta If=0 N 7'- 6r }- O' 7; 2 -b' #c- G � /s s /_ /7" "� _jlI j /f=/ 7V .c =o~ e'—F` t=o" 2 -c �c7 '� c , s (p ` c �� /= Ze" J't; ,,' s,-a' sry/T o AF/Apw 0"44 D� _ pox cvc vEA•r *1�T _ _ TIO'L IY/M� IVi1LL IN 3 0, C % f- c, 'raY�ro�~ crac.riv� : �— / eWrZ4,G A.W. � « d C41'�iC. WALL -WALL FALL —, II `_' WALX M4~ /:/ PLAA/f ANI 3TEo FTG. G~Aool 7r,00P �4 / T ' T low, A,d!/rNFiVT TG. T ' ' ' rDET/4IL 'v •• AS RFS CTY1w)4,; o;WAWrJ Bvr cvc ve<�r t♦ a/IcicrJr 9 Do' "I.l7IRxA' o _. ' N T, 5. /t E�E�i4T/�/y QST �Q/yC� MAX. G" •' !• M'/v�/�D )"A J4�ayat Ne N� i 1 OE T'`l/L "rs " -1i/7 eytar cgvr ' 0 -- r f/qO /_. 1'l=7/M: RCa//tnciMs $ECT7a41 ~O~ 2'y - DESCRIPTION of REVISION GATE LOPPRIOVE /✓ T.S. .240 ' /.Zt' 7cr Gr Ivor" � CITY of RANCHO CUCAMONGA ,z- .../d rOOTiA "t" r". lY4r E �1/ / G WALL SC E ULE :• . � QaOFESS�p� MILLIKEN AVENUE • � ► •••••.., �° v00* '� PEDESTRIAN CROSSING , ' of Ess, '•.,, �� 5 ti., �s "� ' _ N014 R.C.B. BOX & WINGWALL ONLY '•M ''-. ( w � . ' rr., rte•+ w w S " / = T r'�T °G Exp. H off HEEL KEY A ,��g No. 1543 _�"s �,v►� # SECTIONS & DETAILS O • ' MAX. 2'-6 ' — t M 4 ! 14'V B 4f 0 249 s a� 4 ��. SEP 1 t')OT/MG '" •"�'A �'v' �F CAL�EO A VDATE N T +'+.�o�ar,c AssoclATEs• mac. 0 T Y E N G14E ER RCE.No / ' '� N .► STRUCTURAL ENGINEERS DESIGN M DOL RECDMM N D 5 4 - Oro, FS B 03 e ' T.S. 1401 NORTH BUSH STREET / Of SAN 9ERNARDINO COUNTY • SANTA ANA, CALIF.•92701 ` CONSULTING CML ENGINEERING b 3 L 724.547.6378 DRAwmi AND LAND PLANNING VEE T 545 N.Moumbfn Ave.,Su11N 106 /y •�� UP RNID C1gFORI I"M 2 OF--=--- �-, 2-1-44 NECKEDRCE. No %- �¢ DRAy�� Hp, VASE - FILE No/�- / L/ _ PROJECT SHEET. N0'.:Z0F_,-j_f BENCH MARK: BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN Z 83 FT. N.- 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL IZ��) FOR 3-24" CMP--ELEV. 1430.686 S N Q W rim¢, �- x w J ,,dr '• i Vol GEM w 3 � 7\% - -T F7:- PROPOSED EAST - - - GREENWACORRIDOR ox *tor PROPOSED WEST f Y CORRIDOR GREENWA > /7' /001 � �.b � ,oJ x � ✓ h� 3 l� Q h h \ \ �I �•m/M..f! CO�T�UC'T/OAC/ /l/O ES EST/�1.4T� 4f Ql/.4�/T� �tih DESCRIPTION of REVISION I GATE L- PPROVE a--- CGtt�T�iYic�dJ�24 ilriiOE.P.�/.ti�.�'Ev �o�,�ET�dot's !-�7,s7/G40�/�.l�l. '�' /�`2.-- - --- — /3Z L.F ' -� CITY of RANCHO CUCAMONGA MILLIKEN AVENUE PEDESTRIAN CROSSING R.0-B. BOX & WINGWALL ONLY PLAN VIEW APPROVED BY ATE G TY ENGINEER RCE.NoZ2 97 i Q�OFES$/ DESIGN MADOLE ES, IN - RECOMME DE OF SAN BERNARDINO COUNTY pq A o CONSULTING CIVIL ENGINEERING Na. 14 14 r^ DRAWN AND LAND PLANNING SHEET ac E /v� 645 N.Mountain Ave.,Sulh 105 sl' .I� UPLAND 42 PONj CALIFORNIA 917e6 OF--7- 4.)V% -2949 �/v1 NECKED RCE. No./¢4/¢ 6RAV NQ. OFCAIA C/Ty ATE FILE•NO - �� PROJECT SHEET NO. OF q BENCH MARK: GENERAL NOTES DENCR NAM NO. 96-2 11'. THEDRAWINGS IS TO DESCRIBE A AT THE NWC. O! HAVEN AVs. i 19TH ST. , 44 F?. W. RAVZX SYSTEM. • BRING ANY i 83 FT. N. 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP AT TRE E. END OF A HEAD NALL *I PROVIDE $POUNDING WHERE lNeleAfEe OR REQUIRED I* 69BEr-- I FOR 3-24" CMP--ELEV. 1430.686 3. ALL INSTALLATIONS SHALL MEET FULLY WITH ALL REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (N. E . C. ) . MATERIAL SHALL BE U. L . LABELED OR LISTED. 4. WHERE NON-METALLIC CONDUIT IS USED. PROVIDE GROUND WIRE . I I 1111111110 8 A �x.�.oc�isv isoty .�! S. ALL EQUIPMENT, SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS. /- PREMISES SHALL BE CLEANED OF DIRT AND DEBRIS. 120 6. SUBCONTRACTOR SMALL FURNISH FOR APPROVAL . SHOP DRAWINGS OF ELECTRICAL EQUIPMENT. MOTOR STARTERS . LIGHTING FIXTURES, AND DEVICES PRIOR TO PURCHASE. 7. ALL CONDUCTORS SHALL BE COPPER TYPE "THWN" BELOW GRADE AND TYPE ©ArA1ALL summce MoilNT MOM. s7eS, M•rs•-/aow�-rsov-N�°1� "THHN/THWN" FOR EXPOSED AND ABOVE GRADE WORK . ,� ,BJI i.[.AST, H.P.B. (554/MoG) g,ooh LUMEN CAMP;, W/TN /-MYCAASOA4476 LEMS., HAFAVy ALl/M/NUM EXTCA^/Al. 8 . FURNISH AND PAY FOR All PERMITS. INCLUDING ELECTRICAL UTILITY CHARGES � ��� G v/so/t (-?06/) AND AP?W0X1A"7ff /2 MIA " SgCAAe "USI IG �• Gr BOX. COOS KENACC.I ALL S � T/ /CAON SNGIT No. I G rom AND BUILDING DEPARTMEN"ERMIT CHANGES. � 5705 .st/t icy trCN75.7 9. COORDINATE ELECTRICAL WORK WITH REQUIREMENTS OF OTHER TRADES. I ZG1;z ' ,401, 2 �' 2G. ¢' / G•�' BETWEEN THERMOSTATS , A OL PANELS. MOTOR STARTERS. S NDITIONING UNITS. SEE S FOR CONTROL WIRE SIZES OR SIZ I 11 . IN ADDITION TO WIRING HERE INDICATED. CONTRACTOR SHALL REVIEW 1Q I I G!,Q MECHANICAL AND OTHER DRAWINGS PRIOR TO BIO AND INCLUDE ALL WIRING MATERIALS ( INCLUDING RELAYS AND CONTROL DEVICES) INDICATEO' THEREON AS rh PART OF ELECTRICAL WORK . 11111 TO D! IN 911PARATE lo N In DOI1 OWN lo N in SPADE 1N GANG -•Ba1F•: I Z 13. THE ELECTRICAL SUBCONTRACTOR MUST BE LICENSED BY THE STATE (c-10) AND •MUST VISIT THE JOB SITE PRIOR TO BIDDING. EXAMINE EXISTING CONDITIONS AND INCLUDE IN HIS BIO ALL LABOR AND MATERIAL TO INTERFACE , ITN EXISTING SYSTEMS. mY OJ�,C,e L PANE1rS WHICH' INOICATE TIME CLOCKS (T . C. ) CONTROL SHAL�I f U SEPARATE COMPARTMENT BEHIND A S OR. 71" COMPAR SNAL WITH THE TIME SWITCHES • INDICATED COMPARTMENT SHAL TWO ADDITIONAL TIME SWITCHES. fTME S�1 ALL NAVE SILVER CO RATING. EQUAL NUMBER OF CONTACTS AS CIRCUITS CONTR MINIMUM I E MLE, TORK . INTERMATIC. AMF OR EQUAL . IS. THE CONTRACW SHALL CONTACT THE ELECTRIC. TELEPHONE. AND CABLE TV COMPANIES A* OBTAIN FROM THEM THEIR REQUIREMENTS FOR CONDUITS. SUB I STRUCTURES PADS. METERS. BACK BOARDS r-PULL , BOXES. ETC. . AND INCLUDE COST OF FURNISHING AND INSTALLING T!1S REQUIRED EQUIPMENT IN BID. 16. OBTAIN RAXINUR AVAILABLE FAULT CURRENT FROM THE POWER COMPANY PRIOR 4 TO BID. EQUIPMENT . BUSES. AND CIRCO?T PROTECTIVE DEVICES SHALL HAVE INTERRUPTING RATING TO PROTECT THE ELEC.TRItAL SYSTEM AGAINST THE MAXIMUM AVAILABLE FAULT CURRENT . 714 -°W-540P rA' Lfte.;TK KAJ., MAW HIKS a&ARD �i I �Y.AI�: I� • ZD'-O' 131 1�5. �'M�►IJGb �.T. —C—rql � OIJT�►�, U►. �Ixil . iloRrN ♦G I-Z"G.a '.��X�� X71 —•— � qtc' E �+�u�.lp r ----� M � i � 3-23•x°1 .� 61 A~T ago& - g I Zp u N Ve1Lc;1KOv p 40speltvicoe rev�sT 1?O/1�OV I�. ✓ t M` Ks GaT# ME u 61-125 E3 — o, 41� Im IE SON iw w e I I � . 0GtUAL MIC UTILrTY CO. KE01 NII�M a . 74A I Ir . 4W. A90V% fJ Y> WALL I Z0� DN/i IooA MA-i" REQ/ego /'EDG9T/V/1N TIINNC'L IJGNT/NC w N t2IsTK.1 r 1TI OI:I Q ,cf.� o�, . -x �" n1a GONG K� 0 ,��.��0��.4.�-� J u I r 6K�1c�r�s " '— " w x 141/4 fa DESCRIPTION of REVISION ISTUIi'Qr MK GATE ►PROVE "�- *Vio `r _ �• c°w�Ie�T� �An CITY of RANCHO CUCAMONGA . ?1WESS/p,P sa�LT�� M I L lr KL.I AVS, Q :; �.,bkj?rj Colo AK No. 14 T Ew F,4�10K4AIoo PLAq 7l►. fiu1JN Ll► =w+-M� �L"nI A• % // ' OF CAl 0 \CIVI !, (7B izow) �' U1�11� DATE � �h A VAlKO elor IC Z"G- WIT9. '� KAo--j(( 60T9 BNSC1TY ENGINEER aCE.N OLI n sTW.- 23� G�I¢A�l�l (40KVIGe 60MIDUGTOIes anwry� DESIGN- MAooLRECOMMENDED aTY A6 K L� of SAIL sONANoiNO COUNTY • wupmULTING Cr#L M01N MMM _ oanwl - AND LAND rANMNQT U 'CA" ' ` NA oMMN�I ` 1LJ� UG I�M Fg ' . or . iI NO N.T.S. �� N� KED RCE. Ns14W._ ORA 8 TE 1,Lf FILIK No. � D PROJECT SHEET NO. OF!