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HomeMy WebLinkAbout781-D BEAtCH A 4,9R VO. 106-B : ,ELEV,9r10N 1204. 10,5 r 0c rl1ZVEe�qYCqAIDSOUTY SIDE OF fOOrHILL BLVD + .. ... ... GENERAL NOTES W,657'61DL 777=' PX RRIL IAI CENreeOF WINO W 16'+ 600;rq OF EAID WWU 0A1 ............ 'T" 7.' + i-7 66c T/om fl, r. I a. 0. ;r W. TT777111 7 . .....t ............. POWER POLES, WATER METERS, .... ...... ...... t ............ 4­� t t 7. 1 ALL PIPELINES OR SUBSTRUCTURES OF ANY K'ND AND TELEPHONE OR t + .......... ... . ...... ......- ...... . .... .... VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY .. ....... ............. -2 L��IT _L�� -- ---- .......... i . ................ ..... ........ .... ...... LIMITSOR IN ADJACENT AREASWHERE IMPROVEMENT WORK ISTO BE DONE SHALL BE REMOVED OR .... ..... ...... ..... ..... T. ....... ... .. ........ .-.1 1-11 F_ ....... RELOCATED AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ................. t_71 17. -.7-t,­-�-�. .. ... --7- 7-- 7 i 7 :'t_ ........ ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND ...... .... ........... .............. --j 7. F-Z J� t +....... .......- 4 -------- INDIRECTLY FROM HIS OPERATIONSWHETHER OR NOT SUCH FACILITIES ARE SH014N ON THESE PLANS. -A . ... .... SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR I...... ........ ............................ ......- ...................... ...... + 1 1 3) A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR ...... ..... . .......... .................... j+- �V. .......... V t I-- + TO ANY ENCROACHMENT OR WORK WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-IAAY. 7.j....... ... ............. ...... .......... 4-) ADEQUATE STAKES SHALL BE SET BY THE ENGINEER ENABLETHE CONTRACTOR TO CONSTRUCT THE t 4 t WORK TO THE PLAN GRADES. +...... ------ .......... ...... ....... ........... E PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINLER .......... -4— AND ALL SUBGRADES SHALL .......... + ............ ................. .............. ...... ............. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACIN 6) AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO ThE CITY ENGINEER -- --------- + + .......... ...... ........... ..... ...... ........... ................ ......I t t t ................ ........ ......... .... ............ ...... .... t ERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING .......... .............. ........ . . . ... .......... ............ T ......... ...... .......8 777 .............. ........ + I t ............. ............ ..... ................................ PLAN REVISIONS SHALL BE PROMPLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. + t ............. ....... ..... + THTHE "STANDARD SPECIFICAT IONS FOR PUBLIC WORKS oor 7'f 10) 1 946 je Rillff Ic...... ...... exismys cosalrioN5 eicarlolys Yqowv gnf"Ai 4ge rcol T 4( y ar 7,q slr y? /I ........ -04reo 6-7-el cavrRerac s#Ai Ylslr rwkelri ro vAfxlFy qzL ExIsr1hia C. ?.......... CONDITIONS. -3 i ........... �46 ?,q Y r0A RL I AfKMI T 60411RED fOg wog m sw wAl av mge ........ ....... 0914 09-41N PIRNS, INCZ VDIAtO r r.Aw 61 5 90,Af ............. SdCCO MR WORM WITNIAl ITS 91W. .......... . ... ... ........... rg4f FIE L D .............. + f09 51191L VC91rY IAI 7HE IELD WIZ ZOCoqflO� 131 CONr,?,qe vs /oe?r1vS Or eyl6pys 0Xq1V5 6_xrogr srqxrIAta .................. .......... colv5mlerloN armew ogqlw ro Imsug rwqr qzz comvicrIoNs swowAl eqv e ml?1016. ..... ...... . ..... ------r.... ........ ............. ... A',ff CONrg,4470,? SWRI 00 4LZ ele,49INa 0jf/-f0l/l/0V ErC,4V,1710N 8.4eIrfILL110 94E-plqvlmd + 14 96--cosrcuerlom Ere. wi Necss4g y ilo qceoM?L1Sy rge woe/� f s ro r o, ON e A46 4RE WOKK TO/TS Of la?Naz 'Cowl rloV. oN r Ir N o 0) 9 PEMIT WILL BE ROUIRED FRON 6.8-C-FD. P91O ;ro EA1Ce0qCHNEA1;r o,- c 3 . w yj el&yr F w,4), .7Ti ...... ..... 0. ....... ..... CAI ....... ...... -77 ... ........ ...... 4 C�, 56 INU r�N r . .............. q f_ t I, + 69TIMTE OF OURAITIT1F ............. ....... ---- .......... ...... ............ gqa L.F ?7 .......... 4 . . . . . . . . . . . . . . . . . f k it %jt,� CY49NNEL W) Li 5Ttq&IDP1PC- 0ker . . . . . . . . . ER. . ... ............. + 1154 33' e6P, 351 L.F + 4 ........ ....... 60 .......... D )25d ............ +: . . . . . . . . . . . . . . . . .......... + COLLAR CONNECTION DETAIL 0 1 �­6F z y 64sdve,,yr 2 4 5 6 1,0,1,141 IrN 4,,Iv,- 0, ellA VE DR rIq w y cAs&wl e ro 00w/v 0KIII/W CONSTx1jer CONCRE7.0 COURR E4Rrll colvIv. qr ww4 Mo. 16 R I r .4 VEN414' a,moa ro 89,1101,301, 1'e.604 135,08, 22?4' 54 74,54' 22.50, 2152, 11,59, 4o 3' 77 k 3 5*oe'45 4-5.00, f.53' 14-21 , 97 004e'09" 45.00' 16.35 46*40'e5 45.00 r101v .4-,4 -04,feaqR 6 0,V C9N U-9 ,v ra ze A50 r1l Wj Y5 t IL N /,lop C . S. P. RISER ANLET . DETAIL 4j EXISTING IMPeUVEMEM75 PEP_ �14 9 613CP-D FILE: (plq-Z (piq-4 4r es mismLi. e7,llKcp (5Ec PRO119 FO A90111RD b'*L ODO -�4'eww IN$rqL L 33 RCP (5fr PROFILE r0fl 9rQVlRZ902D"LOqD6) e, 4;,e4n, y cN4(t 7-eo 4NO.9�r IL r C00rKUCT COLLAR' ft-TWEEM ZT'K.C? To Va C-5? fEK�- OETAiL. - f- HF_9f_6KI.119 Z V COA15rglICT HQA1AlOL9 lkOEA CITY STRAIDAD "610 :Z7 4, Sr& Z oOZ,97r -4",,rArEv qe4r&,4gscx#i v " cow rxuc r cou,?R m7wees m"Rep To r xi rw ja-eap CON rRqC r09 6#,ql 4 VERIF Y L 0Cq TIOAI e 4619 V,9 71ON OF cavNecrlom Fxlov To 5rqivr of colv6muerlo . ",fP W171 4,VZ 5e Iml L Eo coN s ne4liT r a s. 14 c. '4 CXNrCr 73 le C.R tki Avor li IL 8/-vlo. 4 4dC-4r1"dA*s-.0- dyl,00 7-0 ZvOZ3.1f.DESCRIPTION OF REVISION DAT E APP 141M w - CITY OF RANC Lu -136 RQUIED FOM 68CFC0 P?02 TO ENCE0,9CHMENT Oe conweucnom sr r Wl THIN I&V r 0 F Wq Y. TRACT 12040 VICINITY MAP STORM DRAIN PLAN -------------- XINLOCK AVE. TO DEER CREEK 819CH, 0 so APPROVED BY D AT E 6r-.0 Z_ R N emre,4cro 4axees mar Ye swu 4ssme Sojz q,�,,o e0lfpzTE g5?o�vileglry CITY ENGINEE LOYD'HUBBS 23889 FOR .1-06 SITE CONDITIOS DIJRIN6' T114 e04lR5e r e0A1ST?4lCrA0AI 0r rIV15 R.C.E. PROJfCr 1AlCLY01AI0 5.#,rry ar t ?!ncsoNs 4 Aopexi�j flqr r1116 DESIGN RECOMMENDED XeQUIR6MeN #RLI. I?PZ y C0N;r1V(10415Z YAN0 07 69 LIMITED 7-0 OH& IL WORKINS N0l19S;,qND 'r#l?r we mmerot flmz oxfev0 1v0fmv1ry PFEILER B ASSOCIATES OWIVSR QNO r#,e S.B. 1749 - B S. EUCUD AVE. om 0 Of Wlleeeo /.v eae r1oAl Wlrll rgc &V0Hqmce 0,,Wog ff 0,V;r/IS 0 er 0.4 OD 6RA?6D fiVqCe49D,9A1C6 le / ?x x DRAWN ONTARIO, CA. 91761 SHEET eep rlVa FO 1 11131L 1 Y 'q"IVa 'rXOAf r#,e SOL E IV61? a lVe-6 Olr 7Wff OW44,? W1 714 5r9. 6PE .FOR P4161-IC WOX5 09 EvalyzeK. JI.C. H E: 983- 1101 1 OF I cowguerlam FT 71 t t CHECKED C.E NO.28022 DRAWING NO. TYPICAL TRENCH (NOT TO SCALE) C.P.L DATE FILE NO.- 781 D_