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HomeMy WebLinkAbout1172 Q� ~ GENERALNOTES Q Licamonga All work shall be done in accordance with these plans, the City of Rancho Standards and the Standard Specifications for Public Works on- d truction - current edition. Contractor shall-be familiar with an shall e res on- a ' ARROW Ilk- ROUT' ® P _ N 89 42 34_W v _ 15�. i e or adherence to these Standards and Specifications. MAL-VEF-N All pipelines or substructures of any kind,-telephone or power poles, water IIs` F- U �-" �nNGlao \vA.Y meters, valves: fire hydrants, etc. shown or not shown on these plans within the Y +-9$w = _ � 9 _ right-of-way limits or in adjacent areas where improvement work is to be done „e o 3Z �.u N �o o W offl o hall be removed, relocated or protected in place as required at no cost to the '�s►I Zs DC- - '+ �9 f- o - '+' �E-- CONSTRUCT SIDEWALK hall of Rancho Cucamonga. oQ -3 =N "1 �- RAMP AT RETURN PER �= p L(E)X( . 1 �!W WQ + ,�vv-� j CONSTRUCT 4' P.C.C. STANDARD DRAWINGAW N , SIDEWALK ( CURVILINEAR) PER NO. 310. 3. Any contractor performing work on this pro1ect shall familiarize himself with Z� p� X STANDARD DRAWING NO. 304 , the site and shall be solely responsible for any damage to existing facilities NW ��o` �T GUg f IJ?TO resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. DR. APPR. L DS APE PER PLAN Xi _ _ � LANDSCAP PER PLAN _ ; � � Z 4. A permit shall be obtained from the City of Rancho Cucamonga En ineering G Department prior to any encroachment or construction within City of Rancho ��,^ —_,__W__-A. . ' ,1�\ Cucamonga easement or right-of-way. 501 {� III 5. All grade stakes shall be set by the Engineer: Paving stakes shall be set at -- _, .• II () I all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation I II and at not more than 50 foot intervals. Additional paving stakes may be re- f7 M 11 _ �I I Q quired by City Engineer as needed at warped or vertical curve areas. II M II rr- — `�-I,, I� I 6.. Compaction tests of embankment construction, trench backfill, com acting l�� II II original Ground and all sub grades shall be performed at no cost to the Cityof ucamonga. A written report with these compaction tests shall be sub- lk )f I Irnitted to the City Engineer for approval prior to the placement of base materials . - I and/or surfacing. 7. When improvements are to be placed on native soil which consists of a rocky _ material, the sub- rade shall be prepared by removing all rocks which protrude CONSTRUCT P C.C. above the sub-gra�e and all voids or depressions shall be filled with a fine rade SIDPROPOSED Q PERWALK STANDARDTIDWG. *30G material of a quality better than the native material. g N N I - }pg 8. Estimate of quantities is provided by the Engineer only for the convenience of �1 � I - STORY I z ICo;0o0 LUNAEN the developer the contractor shall make his own determination of construction I I + a I SSR-S-2 T UCm14j _. quantities before submitting a wbid. Anyitem of work required by these plans which is not specifically listed in the estimate of quantities shall be considered I N COMMERCIAL 133�i as included in the other items of work. I I a 9. Cit approval of plans does not relieve the develo er from res onsibilit for the correction of errr and omission discovered during construction. Upon request I � �e •• I I 5to the required plan revisions shall be promptly submitted to the City Engineer for .I 3 approval. N 10. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. O ° I Sr. 011. Contact all UtilityCompanies as required. 48 hours prior to excavat' on.o Provided for your convenience are the following: EX 1 STINGI I 4 I IvG��/a,Y A. San Gabriel Valley Municipal Water District : 213) 969-2718 -JACK - IN - THE - Box I I I _ 4- w B. General Telephone t1t 00 42.2-4132 RESTAURANT44— CCalifornias Southern ia GCompany► - 714 529-2889 D. Cucamonga County Water District 714 987-2591 • ." 1 °�� -REMOVE EXIST. CURB 4 GUTTER E. Metropolitan Water District 714 593-74741 �j1rE ZaiNC, A�'N i I' ''t9g�' E CONSTRUCT COMMERCIAL DRIVE F. Pacific Telephone Company -14 999-5639 'EOR ENTRANCE APPROACH PER STANDARD DWG. 30G, ElFa►• �- LQGJ�,TtON►o ti II I/'�s & W = 30' , R = 8' I I I o T�UCTI OW NOTEQUANTITY ST MAT t% I � � I� S 1 c NgTeur_T 4 TIT X 4 MDC. SIPf.W41.K p6p PE-rw1. - - - - - - - -225 L#4 r-T I I -EXIST. 8 CURB sE GUTTER — Go T2tJc-T SPl��I,4L_ PACK.\vAy fZAMP Fi grP 9w4 NO. t>10 (De, C.oGOM M EzG t& - l9Iv"Ay P" I e>TR p7wA `1D. w4,- - - -G90 com. F c II I P6MovE ExIsT I PROPOSED I - STORY COMMERCIAL �(1 I U L 'L IPI S D. "� I I � • • � � Gy_C_0N1GT1ZLIi N I�� 2117E�VA D� ,�►� l�� TD 17�v� N "1 IN�•>'a,LL Snz• %•f I.IA,urs I �, O�C-� I,L1ME-1�1 - - -- - - -- 17 �. / 1 I o �► z I D2�1N ,Eacl'I &-C nJe,'r9JcT 4'I X 1V11>9:':, SlPep DeT4I L - - -1&2 Lio FT 000, UNDERSIDEWAiii!iDI �N Rai N P1-c.R ST AIV D p.*~Z D fJ\'V14 G -o III m�• !N 0. 507 r 25-1, 45 � S�;�NCE �= t44��� ( L -JOIN EXIST. SIDEWALK - CURVIL2NEAR BIDEWALIC COTES GJTA, I2+4'I•'Jj I S/OC4J/'1GiC L.4Y0!/T �3 CO/VL6�T(//'pG 0/VL S� AP�i�ot/i'1L Q� TiS�E it ( fY�v,9G S/OE/'V,gL.t LAYOUT 3H.gLL 06 /`l�vE I1V 7Js'E f/ALO �✓� �OTvsrEo �!S NECLS.SA�y TO /r1EE T FiEL�J tO�vo/Tio�/s �R.S III �l��W0 ii ArY roveAi.�aTEcp- I I, 1\\—EXIST. ��tio�t T.� firtii�L. GD/{/STi�vCTiai✓. EXIST. G' P.C.C. SIDEWALK Ui W -- FOOTHILL cc > I m G ITY O� RAnJG�O GUG,4Mon1�,�, D�wU DESCRIPTION OF REVISION DATE CITY _J IJD. 43 +A�t(tow IWLii �- PM 48716 - QIZLN I - APPROVED ARROW ROUTE fFl AV6 To X50' WA4PT oP �,�.It°I-r AV CITY OF RANCHO CUCAMONGA • (,pUr.ITY of G� EAIZ91IJD DRWV%4 SIDEWALK AND DRIVEWAY IMPROVEMENTS T0: X10. 266 RAIsIL0D \v4y FROM r=4l.IKIN ARROW R OUTS �IZa�'1' 'rD A•I2�GN 12DUTG �FI(.� IJD. , p cc FROM 260 EAST OF ARCHIBALD AVENUE TO MALVERN AVENUE, AND m Z ' MALVERN AVENUE v F- VA(LI 5 FROM ARROW ROUTE TO 260' SOUTH OF ARROW ROUTE U or cvtoi APPROVED BY: DATE: /4� PIS- T rl'� Gu ftp' V4 �A T—� C.-Li 13 ' CITY ENGINEER R.C.E. NO. 22397 s' 1111= I i�ln �; _ 'A .<� /. �y1157 DESIGN _ RECOMMENDED 4- Tdv- .� MIS OOIiiiJLTIIIo EMAIK�tRt ' SHEETDRAWNVCINITY MAP G:. FZ T-i el4b."I'Iow ACP_0A( TYP 51 pf\yA ti v-- ��r1or4 @? M_ AI.V-61zN Ir AMM HIGH"Y.«1tE % ` ` . RV00WC+wONGA.CA SM CHECKED R.C.E.NO1I!!S� DRAWING NO. 9W f1kP-moi DATE 10_60-Al FILE NO