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HomeMy WebLinkAbout1342 I I Omni 011111121iffilm I 1 1111111 1 111- GENERAL NOTES If/W Iffl/W WS Wn MkIr ON WW fto 00- ffw 0 A�p I'T n MAJMIKO 1. All work shall be done in accordance with these plans, the City of 44 4-4 Rancho Cucamonga Standards and the Standard Specifications for Public '10 -B 561 BENCH MARK NO. 96 Works Construction - current edition. Contractor shall be familiar AT THE NWC OF HAVEN AVE. with and shall be responsible for adherance to these Standards and 4 19TH ST. , 44 FT. W. Lt HAVEN & 83 FT. N. If 19TH ST. , SET Specifications. DRIVE PIN w/C.S. TAG IN TOP Xv 2. All pipelines or substructures of any kind, telephone or power poles-, hT THE E. END OF A HEAD WALL water meters, valves, fire hydrants, etc. shown or not shown on these FOR 3-24" CMP--ELEV. 1430.686 7VP Or P""r plans within the right-of-way limits or in adjacent areas where 0. 07 OR 4 I ir improvement work is to be done shall be removed, relocated or protected 0.1A I I MEN in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to - existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. AAMTS ACA AIR V4PP A ^V A 0 V7 V 'S VA a A W AA0r e-ar" 'rWA&/ /0 WAW1;-,4s*A.Q 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Z. At C R W JJW Department prior to any encroachment or construction within City of Up Wft orvft/c 00,4211WS c=AIS77' t1ov'Z065 C"'06W.Wfs,- Rancho Cucamonga easement or right-of-way. I P%L It"CC TYPICAL SECTION 5. All grade stakes shall be set by the Contractor or Engineer. Paving SPRUCE AVENUE So CURB FACE & 48- GUTTE stakes shall be set at all hinge points, edge of pavement points SrArlOf4 oi�164-00 710 SrArION V#-150kVO within 0.01 foot of sub-grade elevation and at not more than 50 foot 7*. r. =a.o intervals. Additional paving stakes may be required by City Engineer an needed at warped or vertical curve areas. Iffl/W A/W 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 4 0.9 S1.0,CWA1.,K/_4 0.5 W657 dy/r/W 7. Compaction tests of- embankment construction,, trench backfill, com ' 4f 4C_L pacting original ground and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these LA' J_P compac V tion tests shall be submitted to the City Engineer for approval - 7 A prior to the placement of base materials and/or surfacing. t SP I aVV%W A(0V -*M%* #/ZC 44vmy 8. At the completion of paving, a materials report shall be submitted to 1 49-13 the City Engineer. Lising all tests or determinations completed to L verify stability oil content and Gradation of asphalt Paving r4OWAleacAl7r,f CW0ZwA* Amay AV. 0.C. 4W AACIlle/Af e 9. Prior to installaticn of any paving, a materials report shall be IrA we ro A41P 4F40,4YZA1 submitted to the City Engineer. Listing all tests or determinations completed to verify: sieve analysis and sand equivalent of A aggregate base. 6A0V,17MM5;P76WAA0)2,r-� /M '07RMr 7;MF 10. Paving- shall be performed in accordance with R-Value and Pavement tests OW 40 V aft AV- Aft W% 0% ft f� o" _474c�:r M25* AQ2F 7Z> AW ^4K7EZ7 IAI 4Caa624A1r X taken to determine structural sections (prior to final plan approval) 51LIL; -PrAV04W IgUIV-4. /t/qC 7V -W,6 CP"c* A%91 Ar��A�a/ .44/ SPRUCE AVENUE ot*1kW1tWeV /,V, I'Ne c-Iry y ojp/Z.15, !Z�XVper -W,4a .4W When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks 5 TA TION -6"�3S.00 rO S TATION 2,9 f to.eps ae 1V4-rC14N,-7 Z�W,,97CZeNg:WA60 Af-4�' A2WL4/"M- ASC ,V1t_ A4fF1VV1We1V1_5 which protrude above the sub-grade and all voids or depressions shall e.o .40 4jr�AflMeZ7 16,Y .PWe C*07y AC� 4u, O/xzz;r 7Am=.v; 44:s ,qc�on�r 7& iA/O)%zr/av -44127 A12741�5 -4� be filled with a fine grade material of a quality better than the nativo AZ.4 Or,R'C�ff r rtqe e V A/re 7 Z 2 0 C A aeV 1A A C C. PA A la-e material. Wlrll a17Y 0rAN47A,4?'V,0- It. OM27- 7M_� Aels 72" ASe O'W�� r 00 ONA44 dFrAKe;V AV1.2 1cY_AA1ACA7 1%015 4_W4y. At_Z_ CPrRCC7 MCt 12. If the asphalt concrete is to be placed on sub-grade, a soils*sterilant IN AC-60A_1PVAAACe 9117�V 4:W-Y 6;rAV1.*41C47.9 A 0 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 1��WXIAI'17Y /V 11AoAr1-7A::;A1c1e 471,CrAreW. applied at the manufacturer's recommended rate for the full pavement A0A6Kr1J_Z_ AfIX7z*11ore 0,x:A4L g;r/�PEer Me!Ce VVA4L Oor- width prior to paving. Poeol�p 0,0= AN A&90"40,Wla 601Z.0 2Z7 r/�� a17Y 13. Estimate of quantities is provided by the Engineer only for the con- 4 A10 Vr,,reer rl;i re T4 c r 011A 4 c PZ,4 A17Z V .7 72yer aerVreX venience of the developer, the contractor shall make his own deter- Oz-- rl;,le- r?'�Z/A/,A< /0 4;Z_00CR 7A- IA,,V 7H* R&Z7 7-to.0 V 7Z7 7,-Ve mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed OA14L 9;71-Teer Mn!�V VZIAMlea7- 7ZP AVV 1,4 zwr 00��Zov.-Ogp, A04 -.&7. in the estimate of quantities shall be considered as included in the (i�_. I-PY 7RC C17Y 4;V15VA1Ce;r. other items of work. -0Wzr,7,-4,fZZ 00� ng!::� 0i �roor cowrxm am,,qxleR Ig 1vc>rvo_od11,ea9. 4r,7125?-dr-Alw 11-400-0. J!;;e40r._ A!Fe ANO Street signs per City of Rancho Cucamonga Standard Numberg 401-A and 401-15 shall be constructed at each intersection. 170 4.1,=" FESS/ 15. City approval of plans does not relieve the developer from responsibility (P for. the correction of error and omission discovered during construction. 10 to Upon request the required plan revisions shall be promptly submitted to r'3 6 3 7 c: r." %95'0 -Wf7V' /0 f1l MIt S0"4A:W' AV&, 49,r14f&5r the. City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, CIVA. orderly state, throughout construction. Site shall be cleaned upon *12 N 7.w MR,]1& gM�Z- co request of the inspector. N&T. rULL Plow. immammTe.0 Mwe VKZ '9 AM CMRS-om L ON 066% I.SS-4 "'TR-14*001 W MAM%A-%VW It-601 17 Native soil to be scRrified or ripped between median curbs prior COAA57 1'1�44 19�ACA'*,y A%Pec%1e-11f45A11'5 19ZX� 7/e. 16<XX:) '0 A. /I 7R4F4*, eV2?Z1*Ne_1, "WZZ-7-51 to fill placement. CONSTRUCTION NOTES: 16� 11 i.Z,740 e4VS7, a)1�861DC 4Pv4/N /CMt 07Y-IRO. PW. Ab. 107.8. 114 /91 070 10 Or?' AY AfAon�e AV,0 Ai5,5cew-,42-.6.0;% 18 Contact underground 0—ICONST. 4" A.C. OVER 4" A.D. 4; 46--s .5.)= "' services alert as required, two working days 40aA1'6-f,-*7- / -07reer irre La;Ac-vo prior to excavation. Phone # 1-800-422-4133. Provided for your 4044WI-11.1- 4:10S49- i��10:1�2_rle 25M:7 0, OrOrWW1441 4 CONST. 8" CURB WITH 24" GTITTER PER CITY STD. NO. 303. .90.a 74 0 e;�_,r-4 convenience are the following. e 1"a 6Ae.,1^1777 777r WOrA4L *7XZ2F7 7M5F_5, Al!�r ZJ!re�_ 4r-07 + *A_._ h\1- 1.5'5A 0. PIA1400 4e:4mwey- A. San Gabriel Valley Municipal Water District (D— REMOVE BARRICADE PER EXISTING TMPROVEMnITS. --------- 44�V41<1;s9v_01_5 PlAtAe�' (213) ?./ —ow4vr ip 4 4�ziv,, *vlOr 17,4V e4AV AVAZT 1aV17ZV 0,C-AW. -t/6 EA Mr. Bob Stallings 969-2718 'B ADJUST EXIST. SEWER MANHOLE TO GRADE. 44,4154A*y- 10Z,4A14-) for Base Line road construction Oa"r e#e:7" -6(X7r'4'-e' 114rde 4�7 :5�17_V AC:"- A/0. 14ZO-4. 10441- eA A INSTALL STREET LIGHTS, 16,000 LUMEN, TO 89 COOROTNATEn 19Y B. General Telephone (800) 422-4132 S.C.E. THmil c/ry, rlvirnc aecr/av AA1,0 �wovo rolt oy 00v C for underground service EA. I- AWAW544 )PA=C7V 4-4747 A=Ar4XW1AC CAW" /,&w eyle f4f"-r1f*) A 0 01PWA1 1_� 65 - 7- Mqmt�,- ,*6AW AVMWaW515?- aW=117- W1*6; AWMRS�l 6 R6V1,510Nb &V A119 ANO 6W76. ?.o N., CONSTRTICT HANDICAP RAMPS PER CTTY STP. DWG. NO. 310. 4�54 4 A./- 7 64- C. Southern California Gas Company &(BOO) 427 -12200 Ml'kX- 1981 W. Lugonia Avenue C�OV,07- C.UR4U10,C Z7,e4lAl /%rR C17;Y 3 W /",'r1'6 M-'VC 1 13717 6;qVCr, 5rfZ2 4AW4A W. 107,& No-4,10 f A. Redlands, Ca 92373 INSTALL STREET LIGHTS, 9, 500 LUMEN, TO BE r-OORDTNATET) 0y 14IA14F ROA/,7 1 S -C.E. rHMU 0/7Y mv-iolc secrlov AAv mla ptm my ocvelq�wolt A2 44. Alw -6;1V,5WA4.& D. Cucamonga County Water District k (909 987-2-591 INSTALL STREET SIGN PER CITY STD. ,4`&Y�A401211'1C.A7-42AI 7a- ek2 9641 San Bernardino Road DWG. NO. 401 402. ZZ AR Rancho Cucamonga, ca 91730 _4J N N zavv 11-ISTALL STOP SIGN PER CTTY STDi DWr,. NO. 401 402. 2 EA fu _k.- /00v/ jr 'Ir E. Metropolitan Water District 593-7474 CONST. CATCH BASIN #3 PER CITY STD, DWG. NO. 504. N Wr P.O. Box 54153 DESCRIPTIONof REVISION Los Angeles, Ca AIL 4 Atm. X-\Z- DATE PPROVE 90054 CONST. LOCAL DEPRESSION ASE A" PER rTTY STD, Y)Wr,. NO, 518 sr~, see w1r 9 AP swc_ sl#r fp W F %_J_ A V (C I T Y& f A P, or Is 0' F. Pacific Telephone Company (909 999-5639 CoAlsr SAAPR1cAx:r_r mrR clr-r sro ows vo fof rammomim-r A X 0WAV,61WeVr ^,mez clrr gro vwa /Vo. -fe>4G. U` `A 172 L-4F NF 0 G. Southern California Edison Compan A Y A4 (909 ) 983-1746 AOL VIP 11vorAzt- rlw oAl xeroownoz:P #WY 422 North Second Avenue 17z L.,F. TITLE 508MEET ()F Upland, Ca 91786 c4:7.,vsr a 0 ca/ra WIrm 10"cd7-rem ,wwA ar rA/z r 1 2 :2 9 4. *f 00 6r. .4 si// Wr L) R`PCE AVEN'LUPE IMPRIIDWEMENT5 61 '74, 19 The final or surface layer of asphaltic concrete roadway pavement COIVSr. 0'* AfECP1A1V CVX�S eE^ 417Y 57-P PN6� A10. a�01- shall not be placed VICR4ffY MAP P OM"I"I"'N 'rhF M. Po "LL D. LINE 'ml Until 811 utilities & utility laterals within INDEX MAP A the roadway have been installed, all on-site improvements including ea.410r. A1P'&W,44oe AFR elrY 5rA7. AVW A10 109 :5,icr 2/0 5"a- NO SCALE dM --a 1 14 14 "1 cc MASiTER PLAN STA0`0M Dw%AIN LINE JL all grading have been completed, and all unacceptable parkway and eA SCALE 1 1000" roadway improvements are removed and replaced to the sati C4PA19;r. AW1112=5 4^A�X02::VXeAl eAMFlr Zlgry .07";P r-Wa. Ala. 10/-C + alaoa the city engineer. sfaction of Q�_ ZL 5A- FOOTHILL BLVD. .TO 'ELM AVENUE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 10 V I-,� "'.' 1 1. ­ - /-.4— --- - -_ SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR \N ' APPROVED BY Irp / I � DATE Of �J THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON CJTY ENG'.NEER RCE No eOM�7 20 On the interior streets where sidewalk is adjacent to the curb, the NOTICE SIBILITY CONTRACTOR SHALL VERIFY A] installation of street lights, street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- DESIGN be located behind the sidewalk. CONDITIONS AND DIMENSIONS MADOLE AND ASSOCIATES,INC. REWMM N ED AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECTr INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- Af. L OF THE INLAND EMPIRE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINI(10USLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER 10601 Church Street,Suite 107 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT OFLAW N RANCHO CUCAMONGA,CA 91730 SHEET PROTECT, THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION ORA:LLEGED, A.M V PHONE(714)9484311 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS / .a OF FA (714 948-8464 OFt AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECTPEXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CHECKED 04- 110149 OF THE* OWNER OR THE ENGINEER. � .- RCE. No JDR AW IN G NO e17>1 4.-? 1 9% �1 11 1 IN lima 49 0 F I L E N O,ZEEZ.2�25 dATE - 'L IN 111 0- ,7 A/ 1;?G-121's Dfte I Inc- T- 51�4 % A\ NJ In INNI ------- GENERAL NOTES Ilf/W lffl/w C n MANSJM * 1. All work shall be done in accordance with these plans, the City of 44 Rancho Cucamonga Standards and the Standard Specifications for Public A -B W1 BENCH MARK NO. 96 Works Construction - current edition. Contractor shall be familiar AT THE NWC OF HAVEN AVE. with and shall be responsible for adherance to these Standards and 4 _L4 19TH ST. , 4 4 FT. W. tt HAVEN Specifications. - 1 & 63 FT. N. f 19TH ST. , SET /0 AG IN TOP erlsv DRIVE PIN w/C.S. T 4./.Or AT THE E. END OF A HEAD WALL water meters, valves, fire hydrants, etc. shown or not shown on these FOR 3-241f CMP--ELEV. 1430.686 plans within the right-of-vay limits or in adjacent areas where to. 07 e 2. All pipelines or substructures of any kind, telephone or power poles', OA improvement work is to be done shall be removed,' relocated or protected 0.2a in place as required at no cost to the City of 'Rancho Cucamonga. � T 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any. damage to - existing facilities resulting directly or indirectly from his opera-, tions, whether or not such facilities are shown on these plans. I ArAA25V4PjP AtAAOW J4W.17V 'AWAa 4W AA07 4dF_" TWA" /0 .00&7 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering -0. A Department prior to any encroachment or construction within City of ^V-W�<S 00,01-IS7" ZMIZO-65 OrrNeW"49ff AV0.oCA7WV,0. Rancho Cucamonga easement or right-of-way. Al YJrI(`;`AL SE"EC"J"110N TYPICAL SECTION 5. All grade stakes shall be set by the Contractor or�Engineer. Paving SPRUCE AVENUE 8" CURB FACE & 48'0 GUTTER stakes shall be set At all hinge points, edge of pavement points SrA7'10PV 0-t64.00 70 SrArI01V within 0.01 foot of sub-grade elevation and at not more than 50 foot , 7- r. a o intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. tvlw /k/W 6. All newer, water, electric, gas, phone or other utility1aterals,_ f 14 mains, or crossings shall be constructed prior to paving. 7. Compaction tests of- embankment construction, trench backfill, com- 49 0.5 pacting original ground and all sub-grades.shall be performed at 'no cost tolthe City of Rancho Cucamonga. A written report with these 00dP /0 /0 /0 A compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. T ZT0 7)�W 4Rk9'0 0.07 Am�p* Paz MV-1my F 8. At the completion of paving, a materials report shall be submitted to 0.13, _7 the City Engineer. Lising all tests or determinations completed to lev _10PIA15 A__ NIM verify stability oil content and Gradation ;rowve /"46 " of asphalt Paving o4zY AO 4W AVZPV416 9. Prior to installatic!i of any paving, a materials report shall be 6Wer re ------------------- A F4 44.4 Y,CA lb W submittea to the City Engineer. Listing all tests or determinations f/ completed to verify: and sand equivalent of osieve analysis aggregate base. 10. Paving shall be performed in accordance with R-Value and Pavement tests -474Fr-7 77-0ZZr-_51 AAEZF 7Z> A!W 10EAkV77U7 IAI AkZAJeY34A1r,6 01170 4�7y ow X y r UA taken to detennine structural sections (prior to final plan approval) I` 'a L Aft AoV 4111111 *V0,C 7r-) 7,Py,6 COW%lo, C461VZvr CPc SPRUCE AVENUE MP 7 ' ..4AIV When improvements are to be placed on native soil which consists of a 00144, AEMPe7 444 4, zr evlC�Y40 / ;Ve rlry 1AA_5,Ck-_r,7E)4!Z �;W-CZeNCIIA60 rocky material, the sub-grade shall be prepared by removing all rocks 5 TA TION 5*3S.400 TO S TATION 244 f go.eps ae IV4-1rele.,Av� j. A7 VY 4e 4MrXe-fvVear 16,y / e Cv7y 0V__514r1C7W. ASC 40NOr, -10710W M07Zr6; /VT which protrude above the sub-grade and all voids or depressions shall &o /A)"/W7/ el)00' be filled with a fine grade material of a quality better than the nativo 444. OVAZ!�r 7AM Z2� 7& Az.L :or1,,rc,5r rl'Ze�CV Aslre 7Z2 10C - �e eAC material. 7h95 AVeIIVM'� //ttv 00101-114W. Wlrll affY 0rA1VVA,1;r1.26. ,fO IAI ACC01P.,0AA1Ce OrRZ 2:7 7;V,F,5 4;e4 /--4> Affe xTAVVPF0 /1%C 1&eZeC 40&f1v,�e"VX,1W4rW7 1Z4A16 C-W4y. 997A_ K6F,�P A"1.2 1=Y_AA17e'V 12. If the asphalt concrete is to be placed on 3ub-grade, a soils*sterilant IN Wlr,4, 4;17-Y V7.."4W1.34,ArAP,.6 ACV r registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 11A11r1-7A::;A1cve' 471ar4r4W. applied at the manufacturer's recommended rate for the full pavement 24 - 72reF&m�s g;HAI fWIX7ZM� OPA44 0;r1TeC7 width prior to paving. 0-F AA1 A&14r0A140Ao116 001Z_CV 7- 1 ire/`0/11ir -V 2Z2 Me a17Y IAAqler� 47 oel doo�00;74::6e 1'1:U11C1V19;1YC . 13. Estimate of quantities is provided bythe Engineer only for the con- /Vo g;rl A I reel7- 7-1;j�C45_r -"P -7 H/ venience of the developer, the contractor shall make his own deter AIIAZZ. 04�!r It M7rl, Alrl4�el r1le CeAlre;jq, mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed SA14L 0;71 e-e�7- 7,-Ve&_V AAZe 0;Z14U&,a7- 7ZP -%:;7-10M AMV in the estimate of quantities shall be considered as included in the , ACiC-e)r`7A* IVC4�� APY" 771C a177)," other items of work. Pod e," A 'Fe �9ffr-5. A�*- Street signs per City of Rancho Cucamonga Standard Numberer 40f-A and 401-8 FES& ISP shall be constructed at each intersection. (7 F 15. City approval of plans does not relieve the developer from responsibility iz for. the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to C 36637 C: _N075 the. City Engineer for approval. &VP :555 6&,-v- tO sr/w&a r L-MR. 16. Work site and exterior streets shall be in a neat, clean, hazard, free, A FT orderly state, throughout construction. OFCAUT' Site shall be cleaned upon request of the inspector. ovp 'ep 4:*e,7>oO d9,7Z?0~0, V&T. FULL PKW. V* J k%AVV%. MAN6 ITRMEI� 09 0CM 1,3 0-4 FEK'TR 16001 P KAM A,�wo�% 17 Native soil to be scarified or ripped between median curbs prior 1%e4IMf e".FA1,5 1crX 7k. 14,6C07 ,0.A.,16�,' 74 tV, , 151W to fill placement. CONSTRUCTION NOTES: 14VAe-1, ------ r4V1571 eAVA861DC ZW/N Xt M"rY 15V. Pgle; M0. 1070, A4.0 0, OVP CONST. 4" A.C. OVER 4" A.B. 7' /vo 70 18 Contact underground services alert as required, two working days 46S )Ir go�l"er. 79peer prior to excavation. Phone # 1-800-422-4,133'. Provided for your convenience are the following. CONST, 81" CURB WITH 2 4 GUTTER PER CITY STD, NO. '30-1. d eloeme 4�9.e!51_1111514,e /4�=�_ - Zo e4. A. San Gabriel CADE PER EXISTING TMPROVEMEITTS. Valley Municipal Water District REMOVE BARRT' 11011AIel-0 I-5Z.4M.0 00 or,. /to(d Of W4W IP o4 en��, A7rAt%oYr?-14255* 4AI41 14Y g!�VIAV Mr. Bob Stallings (213) 969-2718 t 16 64- for Base Line road construction ADJUST EXIST. SEWER MANHOLE. TO GRADE. �p 4:4, ?Z CaVOr 4e:�00 -4ael7r4e A*14re 4�7 :5�72? ZWM5- A/0. AZo-,4. 44.014ey- 1044A1,0 AV 4�00 eA 7V A!50V*0 INSTALL STREET LIGHTS, 4;WA4 11-4 .106VWII�V� 104'Xp, 4�7 .4>1 B. General Telephone (800) 422-4132 16, 000 LT.IMEN, TO BE COORDTNATED OY az 7 A 0 0,IPWAI for underground service S C E THXU Clr)e rA",r/7r, affc.7,/ov AIM0 eAAO owOA 0,Y D0VC,(.0P,61r, /0 54* 15H. - 0 t. AIHA4169A /*ZXe7V '.4-47a A=ArtCW44C CA07- /&-w eloee e4' 4,r/f -9 7, 1_60, *6 JR46V1_':�'01VG OV r111g CJ166,r,, ANO OH46, 141\ C. Southern California Gas Company (800) 4e7 -2200 CONSTRITCT HANDTCAP RAMPS PER CTTY STD. DWG. NO, 3110 . /4� 1981 W. Lugonia Avenue C�OAIOr. Z2,e4/A/ 10eR C17;Y 3 eA. AfAX- NffC& vai.'o�v,,; sipR M V-0, 18 717 aqV5,r, ^Vogp A%r.,5. Redlands, Ca 92373 INSTALL STREET LIGHTS, 9, 500 LUMEN, TO FIE rOOFDTNATED ey A S .C.E. rHMU ClrY rmAer,�r1c s&cr/cW AM MID /qoA� 5)e Dg Vjel ReIA1.7 42 4A LIZ-:vVA K, AIVI.2 _/&-;;,�A/7a- aZllc?�-7rrX-A Vl,,�;rA 7Z7,41NC,720�'. D. Cucamonga County Water District (909 987-2591 4401VII-514A7 9641 San Bernardino Road INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 402. de e154- Iff 1_4:1 Z et�7,0011 Rancho Cucamonga, ca 91730 N 4 INSTALL STOP SIGN PER CTTY STDi DWG . NO. 401' 402. 2 EA 2U .04 E. Metropolitan Water District (9091 593-7474 CONST. CATCH BASIN #3 PER CTTY STD, DWG, NO. 504. P.O. Box 54153 t - I . DESCRIPTIONof REVISION Los Angeles, Ca 90054 CONS ' VIP 1�1 LOCAL DEPRESSION "CASE A" PER rTTY STD, 1.)Wr,. NO, 518 T. d-d vr#vv Ae&-Iwr OATE PPROVE F. Pacific Telephone Company AS f 909 999-5639 OARRIcAroe mrR clr-r sr47 vws. ,vo. fof 0 '.r&A4,000RAJZ-r COIVSr UUU U 0PA.VeM4540'r 014,oT Clr*r Sr47 4PAV4g IVO. fo.G, 172 L /9. 4C 0 f R A f 4 H M k�A G. Southern California Edison Company AS009 ) 983-1746 /.IVS rA Z I- r 4W A' "OL VP A % 422 North Second Avenue 9 ICECPJPV4�00 .41EAPEA. ROW #WY. /72 L Af Aft Upland, Ca, 91786 TITLE SHEET cooAlsr iry caxo wlry -f a/'at/7-7*e/z, a-,rA ve rA 14. o1v s"r 1. 2 9 :2 L. to ffoo6r. 19 The final or surface layer of asphaltic concrete roadway pavement cowsr. As" AfEZ71AN CUMS 10EA 4alry 6777. APN49 No. 3ol., %00# "`6PRUA0%E Aft VENUE IMPROVEMENTS Oak shall not be placed rry VICIN MAP PORTION OF M. Po *&v D. LINE 'e-1 until all utilities & utility laterals within INDEX MAP the roadway have been installed, all on-site improvements including 4*a1(19Fr. -01P&rWA4A*' PeR C/ry Ora AP90 Iva 108 2/0 S K) 14 i to NO SCALE a &&- Z�Lf SCALE 1 10001, %..I ."I .. � 14 MASTER PLAN STORM DRAIN LINE 1m2 11 grading have been completed, and all unacceptabl'e parkway and AS :10 roadway improvements are removed and replaced to the 6/4 J!!F4. E30,3--k-11 satisfaction of 5A- 11/00i the city engineer. FOOTHILL BLVD. ,TO ELM AVENUE C11 V t PRIVATE ENGINEERIS NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR APPROVED BY of, �Nz 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR NOTICE ER_ installation of street lights,, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY A! CITY ENGINE RCE No FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS DESIGN MADOLE ASSOCIATES,INC. RECOMM N ED street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF be located behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECTO INCLUDING SAFETY OF ALL� PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- M L B. NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINtYOUSLY AND NOT BE LIMITED TO NORMAL WORKING OF THE INLAND EMPIRE CONTRACTOR, IS, REQUIRED TO T CREPANCIES TO THE ENGINEER 10601 Church Street,Suite 107 AKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR 'SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT ORAWN RANCHO CUCAMONGA,CA 91730 SHEET— PROTECT, THE UTILITIES, SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER� HARMLESS FROM ANY AND ALL LIABILITY t REAL OF WORK. NOT SHOWN ON THESE PLANSf �AND IS RESPONSIBLE FOR THE PROTECTION OR A:LLEGEDp IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS A.M. V PHONE(714)948-1311 OFt AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 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END OF A HEAD W ALL " FOR 3-24 CMP--ELEV. _ f � 1430_686 C t - - o , i f t -t --�— • t- : ; i � , vt N i 2 / t I � I ; 44- I f f f I { f f - v — , i I x N t . t I I f r f —4- 7— L-4 f : - 1, iti - - - - - Y- ' I : , 2 : t - j� 1 r V j f i t ' -- J - -- - -- -- - - - — - - -- - - I 3 p �P• ES � f E - - - 1 - - I t i �. i , + - - - - - - - , : I I r 4 Q I f � f i : - - - - - - - \ _ X I jj f -i -�_ - - - Oki I I ; I N - T- _4 PROFILE- 40 ROFILE . - t -�--�t t- - - - - - - -- - - - —Y-- I N - - - -- - - - --- — - -- - - - VER - - i f i t HOR l T. I - : t t /6 /7 /8 /9 20 2/ 22 23 0 of5o /3 /2 CONSTRTIrTION NOTES : h/ESr Cx/5T. /MPRov�MENTS SCR ELM AVE/NUr CITY DWG. NO. /009 1J CONST. 4" A.C. OVER 4" A.B. SHEET 4 1-i CONST. 8" CitRR WITH 24" �tTTTER PER CITY STD. NO. 303. /MPROVEMENTS PSR CLM �VEN!/E 2 /MPRD VEME/VT PL A/VS PER �&-�p G/TY lJWG. o. N a c- c� S , y REM-VE BARRI _ADE PER EXISTIN, IMPR VEMENT. G�y— SHEET' 2 of 2 1 r . I o ^ 0 ADJUST EXIST. 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No. 9B/ GoN�T r-LA.L PKW I M"AIEM�JT5 ° MOVE MMWAY APPROAGE{, ADD p� hG' 3y 19/ • U� 9• h II I SHEET 5 0f 25 h1 Q d✓ (/ y�_ t� GuR651p>r DRAWS , TRESS Pit TN 16001 !3Y MADd•E h A�i50UAT15 \ , N 3® © Q �P �C • • ao • ? ��//g/o��, v_ $ II �`A ®C411 fuc� ,�VR<WAV /iy�eo✓�s�vTs �e 7R la Oc". r �� v , ,Br ylUx,E ANo �55�.9r�5. L V G 0 N I J 'lop-op of w 6 *0,-,w,41-/< rtv Nr la 461 /11W • • • • • L� v '44 001 �� Of ESS/ DESCRIPTION of REVISION „TE „P•aovE � W zs CT 16 Ny C Qy 8 �• � TRP` , ELN1 A VENUE �Q�OSr�ITOH� er` /MPROVEN,51VT5 PER ; ��' a CITY of RANCHO CUCAMONGA S TR /3270 G/TYOWG.No• " No. 14 f �^ o v SHEET a �// EXIL PLAN AND PROFILE Q 8 � � *frq 0lV1L �� OF ° 44' � "�'`° SPRUCE AVENUE A UE , h 7 OR l 'A7-A FROM GU E 7 DELTA RAP/US LENGTH TANGENT p A. 16*00.00 TO ELM AVENUE 2 O _- S N • G -4 �E ,• /i 40 ' SPRUCE AVENUEJ APPROVED 8Y � ATZe- 0 4 .� 'io' /3' /000.00' 040.72 4470/ CITY ENGINEER IRCE. 97 • MADOLE D AS OC ATS INC. • - � DESIGN. $ f2ECOMMENDEO M.O 7 is so'" /032.co d5/ .3/ 4s�.ss Of SAN BERNARDINO COUNTY O 17-91, 301, /032.00 ' , 2/.66 ' /6?•/4' CONSULTING CIVIL ENGINEERING URAVvN: AND LAND PLANNING SKEET 545 N. Mount�ln Ave..Suite IGF A/4V/EMrJR. UPLAND CALIFORNIA917es OF I� PHONE(714) 946 -2949 © F j/ '¢3 # 8� /Z.8/ 8.24 C►iECKED RCE No /¢� DRAWN N0. 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NO. 110 . � r u 0 f 7 INSTALL STREET LIGHTS , 9 , 500 LttMFN TO A4 C-00X VNs1 A0 ZY - Itf/'/ T � � ,q . 4 • h S. c. ,E TNR v c/rr Tit�trl sec rro'v .�/t,,tp r^/o � a Y oa v6,ue �. � j• � ti I 3 G I 4 .y 4 G 4.G' 7 �L' 7 , �/ �` It (i)-- INSTALL STREET SIGN PFR CITY STD. DWf. , N(1, 4�] A 4(12 . rof 9 Ir TALL .T P S I N EER TTY STP . DW N 401 +4 * � / � � ' i /'/ p 8. ; �* I- 41-% C��-►4/�-'r►/,�� ,r�/� * 115 t'nNST. CAT('H NASIN �l PER f'TTY STP . nWG . Nn. �i(14 . V ,,O -- �fW `1 �. 5 - '" f / " � � " 90 % tf ��NST . 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IgcvouON A/ 1Af9'Rn✓fMfn/r5 )°F_�r cLM AVeWle �4 /A O1-71 VEMf-NT n AN5 PER �t --- REMOVE PARRIrADE PER CXISTTW. TMPROV!!M1rNT4 . CITY, ow61 No �` h I o ^ � ♦ ADJUST EXIST . SEWFR MANHnI'E TO f:RADE . CO y p 1V 71"I' N Norms Fqe sT/�EET P Es 1 � _ ? L7 (./4LL 5r�ET r�E� 4� 7b,O�1°l1►GEO/N/tGC4/'cd/t/YCE wlTy I ti� - - qrr srA►No/tR0 60/• V _ I I 0 6 6 d /N V 671"11111 EE 5f1AGG rft�cf-p�/�' �G!.o 6 jo G Y 41 /rM 1i P 6o5�f AQ GO 0 hs tx'MXInv Y f'E OO/Grf1TE5 7S.,e1X�Gc 1W1X�re O�,tGL ✓9711111 Ti`tEeaS 5*4L6 ,eE — I - — TNSTALL STREFT I,TrHTc, , 4 , 500 I,I►MEN, rO dC DIAII TCD 0Y /-IMMENOitrION-9o ,t/v�ieoNaMlcso/[��j "rN/ /Ev S. c s. TNRu C/ry Tit�irr7t a0CTxw � n'VD MvI ay DAv,v,� 7?!E G/1'�' Q• vo sTi`cEr TREE s y^LL ,s&Rr+NTAI WllelgE Tf>E�N72/' cr�7tE TN4TALL STREET LION PER rTTY STD . DWr. . NO . 401 A 402 . 1J�NK As GGob T1`//NMle,6EFE6T 9IV7M/W-90F�9' 0,41111 0771551"1 IVOretl. ------- >< 6 ✓tl.L SreEEr rR�5 � su,�vEcr p int�cTroN ?tnra �-• �� � ro�-- ���' N _ j A�EPl+NcE d 7NE c/ &Vv6i . 8 N r r r N t / s _ t _<•--^moi / � &-xisr me,- �MEn/TS 1Yit carr 7 - - - - w0 NO AP/ s,✓7 f a� 26 ,ANO ' - o O � �' �:=`' / ONG AVO/A!►G sN7 N m � - V L _ v ' ''�� f X/5T /Muco✓fNl'N 15 r!'R c err owe No !Si V y b I I s#e S or tf �• �r i - • 4, Z h �' -� ► 0 I Q b0 D m srrE r, L •. v � c V R �. IPL ESC ON f REVISION D I 1 o l W H ogOf E S C NUS v -;-� PATE ►►ROv Q �J v ELM A �o#� 1 /M�OVCMf./V1!5 AMR + o CITY of I RANCHO H . 0 t � TR ,,?,o G,T�'owe ,� CUCAMONGA 8 v � r � �♦ o f., civ SPnRUCE AVENUE' 5MEET TREE PLAN �v�e vE v.4TA ZU OCL-TA. RAC0415 L I AIIII rANG,ENT to/TOM 5 IF 1`O0•OO �L/1�{ �IVEIYLIe O sem' a: ' 2G " fsAaf7' 7/3fe' .44 e: APP VEY DATE// T/ SP17UCE AVENUE _ - e ss '�o �3' �0000d' s.fo �r ' s�7oi GTY ENG;tVEER RCE No U g U �7'1s' so- ioj? 3L psi rs DESIGN: M DOLE -0 AS . 1 . RECOMMENDED C.A.M. OF tAl� •E!€lEARG�{KQ COUNTY CONSULTING CML ENGINEERING LRAW N: AND LAND PLANNING SSE ' 5�s N. Movnt@I Ave,Sult• i0a C.A M. UPLAND CALIFORNIA St)'N Il F PHON9(114) -14G t949 ►SEC K E DR C E No �¢�� DR AWw R.A,. M. ATE FILE No �1 '