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HomeMy WebLinkAbout1306 'Milli 11 1111 We 130 AO.0 N agi M A RD GENE"L NOTES a%OWN%W'RO%owl! I&T AN&"r W" or W EW E vu-m- MJ a'a I E.6 Mac Ar- OU 111 M5 BENCH MAPK N10. 96-B %OuNaillawm 2101,11 1,1%.p Zfu CK A%1"`1Twawq" 1. All work shall be done in accordance with these plans, the City of ..'WEN AVE. & ecifications for Public Aq1,41 AT -'IF NWC CF lit Rancho Cucamonga Standards and the Standard S llelw ipp We UNIT QUANTITY i Q IFT. 44 F"I" . W. H A%'E N �':ontracto.r sr)all be -familiar A .1 ST. SE,T Works Construction - current edition. -- ------- as with and stia Standards and 11 be responsible for adherance to these ez 714110�71_ 4 11�4.e. Ice S.F 1?11 PIN -w S. TAG IN TOP Specifications. 1430 . 686 _*io�19:r�17�2111=1051 A.Lgvle 4_1%71_01 4 2. All pipelines or substructures of any kind, telephone or power poles, 4001 A1_02W�407 water meters, valves, fire hydrants, etc. shown or not shown on these 4 plans within the right-of-way limits or in adjacent areas where 49 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. 3. Any contractor performing work on this project shall familiarize him- 0-9-olmAx. )xwnw sm /-,Pt/9P A. /*72 ro sr self with the site and shall be solely responsible for any damage to fee k:�e existing facilities resulting directly or indirectly from' his opera tions, whether or not such facilities are shown on these plans. Engineering 4. A permit shall be obtained from the City of Rancho Cucamonga To 19 6.0 /1 - 70 D ' K epartment prior to any encroachment or construction within City of Rancho Cucamonga easement: or right-of-way. (TO ^C' FfVD PV)9 15)p- .0jffV,61,0,1Me)q A4J.0 IAA97A- �(-640 v5�/,SC a)' .5A02. T Imsr1ili, rA�rtprlc smot, slGAI clry sm. avr­ A `Llam Aw'vEwU`% "'J' A& L ""TI's"'L /0 Paving, It M V Z I y r Uft 5. All grade stakes shall be set by the Contrac!�-r r rnzin-er . '>WN C'EAlrAfflZ -rO CHAIRCN STR& stakes shall be set at all hinge points, edge of pavement points t I within 0.01 foot of sub-grade elevation and at not more than 50 foot 0 NO SCALE intervals. Additionai -laving -;tiKes mav be rerjuire,! riz.n e e r IwAa_ smmr iw#r. z2 ow "Am EA- (V aff FAIL) MR BY ZW��� -MV IA15=J.W —% as needed aL warpea or verticaj cijrve areas. oA/_srRi/cr li^malcAto RA"Pv effle C/ry 5A. 1 4 6. All sewer, water, electric, gas, phone or other utility laterals, 57A' A147AfflL7 Z7,OCA WlAlog A/0. &CP. *tot mains, or crossings shal.'� be constructed prior to paving. C0A167*1qj1C7, A5^ffl)T1 c^17& /mr-AP C17*y 5rA"0AVk'J7 Z7AAVVA0VG Colv5TROCT LOINZ /Vorl! rcyT smegr TRF=E.S T 7. Compaction tests of embanKmen: z,.ristruction, rrench oacKfilsl , _-orri- /AfS TA L I- G 0" I.O�VC, #V000 OCAICP4 Wlrtl aA CNRe 9 &A. i)act-InR _-rizinal aroun(f ind all su!­4rides shail be �ertormec at A1_L_ 6rXC'.Cr T,-Ar4e6 A11FC 7-4:1 CE 191XAe::::40 1W A4CaWe7AW4e W1171 C17)r 57A"ZMX40 4roC01. A40,0e_,L *t /ocv, AVAILA84-& W HAN90^/ 4 ,AsscPo1A -res M/C. t7lf 57&2-.5a,0'7- v of Rancoc �_ucimcr.4a. A written renorr wit-1 t!iese J cost to ine Cit 11. -,p p r o v a'. 2- A41- -5rlee&r rora,,r-*5 sllAl-l- 4e srAt<ev .,Wo AOZIA�VMZ7 -4CCA!:21CZ711Va r-O 017-r .57, COAISTRZICT f" rH/C^ C0NCAZrw WlrH compaction tests 3!iali be suomirr_ed r-o the k'ir%, �,rizinee:- �_Or co-o',57^. (2i)__A4eOIZIA4 0r&rAMj0.A/Vr �WWISH. SAW Cil 7' 2"S(R. aRID' I.1"ES 4 Of 7 D. prior Eo Lhe ,pla�_emenc zJ �)ase -,,aterinis ano/or iur-racinpl. �9- _45oll- /W,11Z7'141Z11Va AN,0 CZWrP1r1401V1^AV SNALL Wlrll I/*-- *V1,0,E X llzfpzw�w WS 4-0,04Z 1-41,51-11r, WOMACS C,,MVS7-1q1VC-r141,0V, rY71,e / 41%9^A11C- 8. At the completion of paving. 7-,ILerials report !;Ii-ill be qtilbmitted t , Soll- AAfeAlzwt-fAW7�5 %SN^1-4 ^e zlsmo w1r11 rlle /z-A7,/cP <21:' 19ART 42^10AN/C @�_ ASA"O Wlr/iA SWOC7rH 'rM0PVZ1_ *001A11GR. the City Engineer. Lisinp, all tests or determinations co-mleted to A17-5 rz*> --Is o9w,4,AZ7-S ,V^7-1V0 6-0/4. A44 AA4,ffA01,0AfRA17Z5 Alt4= rZ7 ^6 rN4PA06W#Zy of asphalt Paving rO ccw&rRac7- ,PL" mlcl< AA-raArA4. amey coAlcm&7Z 71ro verify stability oil content arid Gradation (24- 1wcg:;,^fAfff",0Ar101v5 O�w A�v 1 be 7*0 7A' �6 c,r-r 1A/S/c:6C-'7n1�Z. (/7)—C,0A1$7-0rZ4Z-7- f" rHICK 1A177,ffGMAL C4%_0A'0Z7 9. Prior to inst:i111Laf!1C­. of an-; ­,�vin�, a materials reporr �ihal plipi''111111i �e,07 w, 4 L L submittea to the Citv Engineer . Listing all tegts or deter!rinations -5. wo srxHer rxee s#-Az-i- e%ff /91-A,,Vr,6,0 W11,CM6 M& --EAIrAE�� -0,0'= rHE 'rAZIVA, /S Cl-CUS" .. .... comvleted to F verif,.,- r,;e,,rp analysis anti santi rll^..v 7-IlAeAF ^,eLE7- Cal.) ro )cAcve d:::)�= caooz�5, 41A14&ss o r,%FA w.,,s_er A60 7-oW. A10 7r 6r1'ZEZ-7- aggregate Dase. 7-,MZ!�e6 7',0 A54.6 A5Ae__K 47101:r CZIAZ-45 AIVIO 4414571E 011lu 15110cwAl-Ac. =W_C�r CJVW A%q511V �WA al(rr sm.4MV6. Ab. sew (W f V A�v~X). --- -- KEY MAP IrH P_ I @, —C4vrxr. 404f 11.&O�PA 0"ION QqS6 MR CIrY$,V-PW6,Ab- 018- ro, At-L- SrJV.,ME7- 7-.ME1!S ^Ptiff 641AAAec-r ro Imseacnotv A"A:;' A4rC01=rA1VCs=_ ZY 10. Paving shall be perfor7ked in accordance with R-Value and Pavement tests &A&;1�A1.4-wAFvw,- c4IA& two taken to determine structural sections (prior to final plan -�ipproval ) 'WOMCW&0)"r -A* '9XV,040040 I/V Ir//Vo ' A.aioc�4ve 2 /0 11. When improvements are to be placed on native soil which consists of a A(Q rocky material, the sub-grade shall be prepared by removing all rocks P��3i acerl Alk e�, PEW rA W which protrude above the sub-grade and all voids or depressions shall ST RC H "or CI-4/ ZV MERIE A E # N be filled with a fine grade mater,&a! of a quality better than the na-tivA Er M MA P^MX material. 12. if the asphalt concrete is to be piaced on sub-grade, a soils sterilant C4*Sr- 8`C4WW #VIM 4F8`6&77*Q PKA MPV4 54 4,,4 registered by the E.P.A. for use under A.C. and P.C.C". stiall be _-nif -rm, 1v ow—lumove &x1sr. .4-c.oAmm. 5 f Zr, applied at the manufacturer 's recot-v.ended rate for tne fuli pavement 00/Y9r. AVAL tf^101W11"MP MqMrAf4 01v MIS 5ff&r&r.-- 04 width prior to paving. 5 TAME, TREE L 5 GEA10 s rReer maes rEM CITr SrAO. JOWa. AWS. &05A #'GPOSAS. %�.Oe __J rllvAl. I_oW101V& Axo <;U^1vr1na,9 om 9nm-wr rmeaLq m ooptlel-o-�wn�qovw or c.17Y A JrAPVSr_ Z-q--\ !e�_ -*1ZWW.4Z& /M CWY 15,7V. ZW0- A,#W./09 4aw 0.10W & + 1 SP70 S-r- 13. Estimate of quantities is provided by the Engineer anly for the con- Z.40CA774)" A30rAA//C: NAA40- C OMA401V AIAA4F. d?11A A/T1 TIAES -195TALL. STP.MTpre PF.R f W1'5541 rO A & Or 6MMTJ'%V.Z t4p VA. venience of the developer, the contractor shall make his own derer- S��tWstvliiok 90 P ST".ST ivas Laarwo -MIS, M-r mination of construction quantities before submitting a bid. Any X r-11 item of work required by these plans which is not specifically listed LU 'A 10YVAL GX 6Cr 47�A=rl5g QYO=�� ,f�rr AV 41V rX in the estimate of quantities shail be considered as included in the ALAIZIA %1A11-1A5*T1ss1," 45li-AC 77,1VIEAS 19 0 ug - Ala too?,, riVACr/VO-(f 6 A? other Items of work. AAAM A&W lb 00 MWy 090*0 CIAl"A A40MI.1^1 C_4Aof1wA0P1P.,4 CAA41WN4>M e11V(-4#W rl"Iv-4V41t5-S 7b /VIS all"f X L�J 7;M5 Zj6r�40 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. AMA%46 4W 6W. 15. City approval of plans does not relieve the developer from responsibility r-Mic 4r5lw for the correction of error and omission discovered duritiR construction. UO Upon requelt the required plan revisions shall be promptly submitted to I L 5- the City Engineer for approval. C4Y55�0774VJ AXVM AM 572MV- 7XM615 16. WorK site and exterior streeEs stiall tie in a neat., c'lean, "iazard free, orderly sEaEe, tnrougnout construction. Sice shall be cieaned upon *4 012WEr 7?ee�EV ARe 7ZP As ~A17W 1W d44M1CZ)4W4qF jW7771 request of the inspector. 017 Y AOXNAQ440 A44V.'5. 4= AXIPW 7V 7;W 61,40mq- 40,1c- AWY 6,,, AW A;oh��IWC 17 Native soil to hp scarifipd or ripppd bptwppn mpdian riirbe, prior t Z 7VXX171-e-f 4M" _M&7_,e10Ao07- AQV,0001� AeAIC146.4 to fill plaeprs-nt . Co7l %1 41 "Or/ A5W X a,�qe /0,E/K 77T. IV9 12OP73 7V 1AoVRoe,=4;r14V AUAO 0/74!W7 64 18 Contact underground services alert as required, two working days j& prior to excavation. Phone # 1-800-422-4133. Provided for your ASY 7.PIA!' 4eW2WMZree1`A1a APA-101'01VA11. convenience are the following. 0/"XM7� _4 'm W 7 A. San �;abriei Val...ev Munlc,&Pa';,, r4ater )Is-.ri,::: ze Mr. Bob Stallings (213) 969-27118 A for Base Line Road construction B. General Telephone (800) 422-4132 42 5 1. 1A 1VZ 7/ IWP tFrAlL. CAO for underground service Jq V n 0,:;/,1-/6 C. Southern California Gas Company (714) 798-7739 -pod 4.9!V&4- 1981 W. LugoniR Avenue ol Jill JIM- Redlands, Ca 92373 r4 C &I". ±�8�dv ')k �WIV" U,rw qTy SIP. - 103$4 1VAFPJG slege.-P D. Cucamonga County Wacer Discrict, (714) 987-2591 ESs UCT" 9CM 17 G%UAOTI I W* - AM I i Irialas OtA SASP.- a mKilp-0, �W L 9641 San Bernardino Road i V, <C11 c4v5r- Rz#fa- lWelowMe 1AVP1e40AVX1-5 ve S7- Ors, Rancho Cucamonga, CA 91730 4 51AVOWd, Of S%1FhP/A4!25 ^"1- -7 coo R= 70 -OJ E. �Iecropolitan Water District (714) 593-7474 M Aq)ow c<w&r/%(0/r-5 A405%-16-Z4.W-e-sr"'-wo s; r-av-s'r, A$4511V f P.O. Box 54153 Z:LM AVEAWE T%0=1CAL SEC710N CC 6637 o4qq4W 0,V AW74T M yq.4.0.4eWS f-/rpKrSM_CW_-71V I"i�01*rlv"^y Co.0.;*_?11 off rl_/�w?Z.&Af A &Z,i�41_P-lb- Los Angeles, CA 90054 rC1_1yVAaH 5r1zAEEr NC">ArHe.AS.:.-TEML_Y 7Z> 51rMICE AVEAME) 11D (714) 999-5639 A10 6 CA L.&M R ' VISION F. Pacific Telephone Company t &IL i� CIATE., JAPPROVE G. Southern California Edison Company (714) 983-1746 OFC 422 North Second Avenue A�/v UAO% I T%Y f R A mNL2C0% H U^ UNG0% 'As M A Upland, Ca 91786 ftr 4c-.rvr. IwAly io m&r roadway PRverPnt WIfile rlle 4,1M&r&V/,*tW c,1-0 M J"CS 11tr 040Z.10,- AUM NMI 19 The final or surface layer of asphaltic concrete W01%,CS WN-4r CIA(4e95 op4qWl"11V',01Cf4rArJ IV's a#M Z�% VA.& IN V61 WE%�00 A laternIs wit.hin Q A' shall not be placed until all utilities- & Utility L nts including all on-site iTnPr0vPmP the roadway have been installed, TITLE SHEET Ne. 14 1 completed, and all unacce. Je ' parkway and cv�" W/ all grading have been tisfaction of roadway improvements are removed and replaced to the sa IYO the city engineer. STREET IMPROVEMENT PLANS lk is adjacent to the curb, the GIVIV Ov Mo %98%9 7 20 On the interior streets where sidewR OF m FROM TOWN CENTER DR. TO SPRUCE AVE. installation of street lights, street signs and fire hydrants shall I a be located behind the sidewalk. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPEC11"O. NOTE. J-POM PRIVATE' E.NGI.NEEII TO CONTRACTOR APPROVED BY DATE NOTICE CJ T Y E N G N E E R RC E oe��, MI THE EXISTENCE ANP I-OCATION OF ANY tJ'PrI1,lTIF,1S, OR C70t"I'll WTOR A(;I-",[-:S TIIAT* HE 5IIA1J, ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHAJ_JL VERIFY ALL DESIGN NO A 6CIATES. INC. RECOMME ED I" ;' 'i 7 -:AR( FOR JOB SITE. 0 )NDITIONS DUPING TIIE' COURSE' OF CONSTRUCTION OF 11,111S ipo- CONDITIONS AND DIMENSIONS Or S ".. �%% (), ; I!,; '*,!. t .. - 11 -I-' OBTA INE'D BY A SI _'II 01 AVAI LABIX RE'CORDS. TO THE BEST OF OtIR KNO111J-'DGJ4:' "I'llEIRE ARE JECT, INCLUDING SAFETY OF ALI, PERSONS AND PROPERTY; THAT THIS RFQIIII?I:'- AND SHALL REPORT ALL DIS- BERNARDINO COUNTY NO EXISTING UTILITIFS, EXC71"'J"T THOSE' SHOWN ON THIS PLAN. T I I F ME*NT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONSULTING CIVIL ENGINEERING CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 110UPS; AND THAT THE CONTRACTOR SHALL DEFE-ND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT C)RA W N AND LAND PLANNING SHEET Mountain Ave.,Sulte '� PROTECT THE UTILITIES SHOWN AND ANY OTHEAR LINES OR STRUCT13RES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. UPLANn. CALIFORNIA 91786 0 F OR Al 1,EGED IN C-70NNECTION WITH THE PERFORMANCE OF WORK ON THIS PHONe(714) c*;1-T<;>-;?"4C-1 NOT SHOWN ON THESE PLANS , AND IF, REISPONSIBLE FOR THE PROTEC'I'JON rKECKED Z R C E N o 0 R Ar OR STRUCTURES. ROJ 1 0. OF, AND ANY DAMAGE TO T1ILSE LINES i -.C-1 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE, OWNER OR THE ENGINEER. FILE NO/A�--cl!fq WWRIN11111 Nose 1�111's 1 11 1 1 1 WIN11111 IN 91 1 IM-1 milli 11 11 Ara F10A I A I v • A, * Z� -�� 1 A . ♦ $ i - ♦ d $ _ .+ _P -d ♦ A $ ♦ i ♦ IN mm 40 ♦ e ♦ f d e ° �a"yV'aaeliM.Y ♦ 'f • f t }'♦s.�. i• + e ! : ♦ 4 • ° a �"'! ! R ••w'®!AM"" `' `^S/ . - ♦ ' . • ' a ' ♦ $ $ ♦ 4 . AR -11 .02.92 11 } ♦ 4 1 ; t f f 4 . . _ . - �.�^�a r • ♦ • /'}♦L.A. \1`/ ►A1 • - r ' _ • • ♦ • - . • . F t f i } • i ♦. • f . I i 1 • ////'��/^J�i "/''/�.�_�r"/"� ♦ « . e • + I . V � ' ' + fa"'- 1Y _ . . ♦ A ' d t e -+ -$ -♦ .f"_ .} --1- -t 4 --F d -a $ i $ a 4 i ♦ # .s - e d --t -e 4 ♦ _ {. .-. _.j. } __-'+ �- -�- -$-- - 'a'. _ ..4 - .+'4'-14 ... t _._ e .� t__._.4 ..._-¢ .- 4 $ t-' _ e .+ e 4 ♦ e ♦ ♦ -e +• ♦ --+ + ♦ + ♦ ♦ 1 ; + ; s �♦ ..+ I��V.•` , �\ ' ' • I { i 1 4 ; I t ♦ 1 1 1 I ± 1. r . 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