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HomeMy WebLinkAboutRc St Improve Plans 840/1 Thru 840/6 840/1 840/2 840/3 840/4 840/5 840/6�. ��u/ 4l . GENERPL NOTES :I 1. All work shall be done in accordance with these plans, the city'_6," - 1 Rancho Cucamonga Standards .:,d the Standard Specifications for public Works Construction - current edition, -Contractor shall be familiar_ with and shall be responsible for adherence to ::here Standard: and Specifications. 2. All pipelines or Substructures of any kind, telephone c- power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas vherg improvement work is to be done ,,hall be removed, relocated or protected in place as required are no cost to the City of Rancho C:ucamong$. 3. Any contractor performing -work on this project shall familiarize him- self with the site and shall be solely responsible for any damage La existing facilities resulting directly or indirectly from his opera- tions, whetber or not such iaci?_ities are shown on these .plans.' b, A permit shall be obtained. from the City of Ranrzbo Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by th, Contractor =-r Engineer. Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 ioor of sub -grade elevatiun and at not more than 5C foet interv:ls. ± di,tional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7.. C*anpaction tests of•embari:cment .construction, trench backfill, com I pastting original ground and all sub -grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction rests shall be submitted to the City 'Engineer for ?'- nval prior to the placement of base materials and/or surfacing, S. hr tine completion of paving, a iaterials report shall be submitted to the Citty .engineer.. Lising ail teats or determinations completed t;., verify stability oil content and Gradation of asphalt Pa;+'ng 9. Prior to installation of any paving, P. materials report shall be submirred to the City Engineer. Listing all tests or determinations tempi tce9 to verify R-Value,Sief? analysis and sand equivalent of aggregate base. 1, 'i a •'v o which o s'sts of C•Then tie• vu a is are to be lnce3 on native sail w is c n x ,.J. .,pro m n p rock} :iiat-rlal., the sub -grade shall be prepared by remaving all rocks which protvude ;above _hc sub-gra:ie ,.nd all voids or depressions shall lz!:, filled with a fine grade material of a quality better than the native material. t r= - � soils �ter'l�n_ II. _1 the asphal tees, is to be placed nsub-grade, a oil .. �. , regist.-red by the B.P.A. for use under A.C. and P.C-C. shal] 're uniform,, applied Lit the manufacturer's recommizmded -ate fcr the full pavemenr width prior to paving. 12. Estimate of atant1t:.zs Is provided by the Engineer only for the con- venience of the developer, i.ne contractor shall stake has otm deter- mination of construct' n'yutantitie�, before submitting a bid. Any item of work required of th'yse plans which its not specifically lisc_t? in the estimate of ana..t.::ties shall be considered as included in t'.,e other ZCems of work. 13, Stree,t-signs per City: of Rancho Cucamonga Standard Nuvbers ,401 and 402 .;hell be constructed at each interse,:t-_,n. 14. City`approv.tl of plans does not relieve the developer from >Esponsibili'ty for the correction of error cind omizsion discovered e_rLng construction. request the required plan revisions shall be pro-.ptlyl submitted tr. the City Engineer for approvals '15. Work site and exterior streets si,n12 bi+ it, a neat, c1nan, hazard r.,p- orderly state, throughput construction. Site Shall be cleaned upon request of the inspector. is. Contact all Ltilit , Comnanies as renuireed. 48 hours n.ri.or to exxcaystion. P.rovired for your 'convenience are ape'tol;Lawing: A. San Cabriel Valley Municipal WaL-r District Mr. Bob Stallings (l+1:3) 969-2718 for Base Line Road :aonsr-ruction E, General Telephone (8;u) 42C--4137 for underground set `ic^ C, Southern California Gas Company (714) 529-2889 2191 E.'Bircn Street (714) 529-7070 Brea, '7A 92621 D. Cucamonga C•unty Vater District (714) 987-2591 9641 San Bernardino Road Rancho Cuc.amon^a, CA 91730 Metropolitan bracer District ('/14) 593-7471 P.O. Bov: 54153 Los Angeles, CA -90054 Pacific Telephone Company (714) 999-St639 _ ....-better-.--.. -.--,.•. Z4ve4 ?, 4, &' A?•teas X�--X /i .g of-,55 2;I M^^ CGVNS'T 9,.94Z44.L.Z PEP. „ .. ✓" e .• G A . A.C. , Y R , I l+lAx etc �' /NSTA4L jo:!�,e4"a�I.:5 52D_ Alt/.a'. ;itD !1 /TYP/C,•�G� B'A011"REC?W0042 HC'AOER ASE[/, t/E •eo• IMP.2D(/E�'7Et/irS` TYPICAL SECTION - \"- CG+NST. f.3 " C(/.e8 r 66/t :: 2' a PE t' VW& .vo• &3`? /STD. 5342A � -- �._. t. f'E� G /Ty. t7s To ,74- 541f7o. ac) t-O e G uc�=+ion/ 4 SJI/• rJm /fn, P„si,:J✓I�->✓r resJtiv^friov SPRUCE AVENUE Q M ir'�i L � EXISTING VALUEJtt • K>/rY Rlr1/ ....,,._ . '�� _.. ram....-.--•--• • 9 9' •' /.EVE[ /`N 1.. S Q.�fB' -- � � P` C S ly Y Ctk/ti`w�.'4GG'h'8 N - G✓Li4 ¢'�/3,ASE .C11C.3MPNC�A Sil). 0477'.'cR 610,4,V12 3// Lt/f/EP= /i74/GBOKcS �F .e"wC1,0 ee'L!4"WV*A LG4!:A7'E0 jQ' S/pEWpY- �7YP/GF/L� (n, cA,[) ..ern.. ��• "IN"PIGAL SECTION _. >; ' R N ;MILL PLACE MUIRFIE-AP DAiV n/orE: sreE r �f�rrrs s/ur� �ie� f/Yoe�urs7. :3C1R.k�f.9C3 GOU!�'i �'i'A' ,.)C C ... _. wrt[ eE �•s/cerj 8L-rl�,c/D sic��v/v�e_( GRE ENSMA.R PLACE GLEN.OAKS D31V.E SPyC-.c_� DRIVE 7 );.X, 1$TING "R.' VALUE 7,* t .rlw �. jar ' <�,......:...y: tie•-..:,..,.,..i• _ "''� , :. .'*--....-.-,..-..teen -� _ +--,«--,..•-...,�-,,, r / 4.,l ' �0.17' all'- 04* 7R. AA1; 12-4ra,5e-i 7-R. /✓GL /23ro5 , 1 IG j ll i`s' I' 1'1 44 4' � � - I [SE •� 5✓l -. ,dv err - ti 9 _ B 16 q p� a S 17 27 28 ' 37 � ti G 0 � 18 • � .3tn � </i 9 �! h S Q 19 2ti m 3S ah 34 8�• 24� IINDEX MAP i J BENCH MAI ke- BENCH MARK NO. 96-B AT YHE NWC OF HAVEN AVE. & 19TH ST., 44 FT. A', i HAVEN & 83 FT, N. ¢ 19TH ST., SET DRIVE PIN W/C,S. TAG INTOP r.^ THE 1"0. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 wv � J ' Vi rfi�N7pZIvo KEY MAP Fir1rr c SGe� Jcav /503 CONSTRUCTION MOTES & Q JANTt'i' ES 'R.12364-I'aR. 12364 TOTAL CONST. .4:C 4 a _ _ 2� 8Am S. . 2 Br, •F: CNFT. 3"A.C. vvEe ¢1[3.QSC - . - ... • • • . • - • • • • • - . • • •23, COUST. B" CURB & GUTTER PER CITY OF RANCHO 269' VkF. 52, 9Ei 1 7Ca,2.°10 ,y;f= -- I CUCAMONC;A STD. DWG. NO. 303 • . • • • • • • •.- • • •. y�- COUST, HANDICI.t.1 RAMP PER CITY OF RANCHO 2314- Li-- ?«$ L.f 49t?2 LS - ttt CUCAMONGA STD.. DWG. 310 • • - • • • . • • • • • • • • • • • _ .. - - . • • • c'� — CONST. SIDE.4ALK PER CITY OF TGW. HO al2A,•i G nth { 1 Eq- CUCAMONGA STD. DWG. NO. 310; 311 & 100' STREET SFCTI0N•••- r - CONST. SIDEWALK PER CITY OF RANCHO [-, c r CUCAMONGA SIB. DWG, NC. 310, 3114gsac[.. .,1REET SECTIONS.-•• -- - COUNT. CROSS GUTTER PBR CITY OF RANCHO - s S 4b10 � 73 2 s:� i B 5.. Y CUC MONGA STD. DWG. NO. 308 l4-I_- 1 /236 (X-3') - . - . ... • ... • .. I I 5.� 07ery O.V. i 11 LL INSTALL STREET SIGN PER CITY OF RANCIIO CUCAMONGA •� I DW � STD. G NO 401 12 CONNT. BARRICADE PER CITY OF RANCHO CUCAMONGA 2 e E STD, DWG. N0, 405..., ...., ..., 13-.-•—. INSTALL 2"Xil" REDWOOD HEADER. ,,_. Soo I F^. I FA. ....... • .......... • • . • ... 14• COUST. 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA Bow STD. DWG. NO. 301,:. .. ' , ... •.... .... .. .. ... INSTALL STREET LIGHTS, 5$D() LuR. JW1rH eXrEnoE n!c',a( LI � •G EA. 170 1:; 304 L.f= . /t7As., n STREP T LIGHTS 9S00 4UN. r a f� ®5 9 PA. A 1A 1.5 EA.INSTALL 5 , F!/ fiONST. CONC. ,DF:IVEWAY APP"DA CH PER CITY 0- RANCHO i CUCAtdONGA STD. DWG. NO. 305 (x=3' , ,a-•16' ),. . ...... ..... I . 237E ^r 3/96E1 -:,` C.336 !t~ MI$TAil.c. 77fAPf'IC rp/6N PCEH clVr DR F,/;1•3CN0 C.11CA1.10?,1Ca4 &•-*--•--CON97, CNJ7 OF s7w6'r-rcmPoFiAny P. ,vs&f=N{ PEp., crry Or i FA. I Zl ? EA, RA.'VCAtO C41CAA*0^14SA AS31-0. DWG. ✓vn. ,sae. • k4ACS 5TRiV97 ?REE'S PER :SM. DvoG-. NO. G_0t(aPR1JCF AV£t,) I6 EA, !Sn PA. rivs3 `cufrG c U/TrEe ' ¢ "tests C/rr Vic' AAly wcv ki Ace 01-, CifY e4A.'C, C% 1 C11CA1`710 +.-.a ISrv. NO..3JQ :UNEeE 3/ A' 3' u, e'lfCQMlJ/VG,A .5T0. PAW • • Aw//J3l/ /✓/<J/[BOXES .4,PE Ci/TEo !.V S/GL�WyGK �TYP/CALJ LO r 2 2' ` MO. 303 �rYo/cAt) SECTION 1 `^ v, ATYPICAL 1 ,' 1 SPYGLASS DRIVE Nei'=- : 6Tee.5r G/GrfTS 4V F/,Cc` fIYO.E'9.flT,$ /e�YV - of DRIVBwAY tvIze EE n_- 4 F.1{G-Ee7 .3EN.,tlC! giz4L EXUSTING +'R' %dA_X-1Z_, "' 70 4,PV SPECIAL NOTE FROM PRIVATE 'ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HF'SHALL ASSUME SOLE' AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- 1-RIVATE_ ENGINEER_ SS NOTICE TO CONTRACTOR JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- NOTICE., THE T • Dr= '`t - ,, _T r _ � T EXISTENCE AND LOCATION OF AD , UN ,RGhJJND UT`CLiTI1:S V NEE D NOT BE LIMITED TO N WORKING N. SHALL APPLY C01`,T.,.TvUOUSLY AN I ED NORMAL CONTRACTOR :.BA:L Vi:RIFY •x►LL STRUCTURES SHOWN t;�' THESE PLANS ARE U$TAINED BY A SEARCH OF HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE C014DITIONS AND DIMENSIONS AVAILABLE RECORDS; TO THE BEST OF OUP.KNOWLEDGE THERE ARE OWNER AND THE ENGTWCER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND SHALL RF,PORT ALI, DiS- NO EXISTING U'.'1LITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE -OF WORK ON THIS CREPANCIES TO THE ENGINEER: CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROrTEC-T, EXCEPTING FCSR LIABILITY ARISING FROM THE SOLE NFGLIGE =% E PRIOR TO T. COMMENCEMENTUTILITIESS S EiE PROTECT THE SY,OIVN AND AN.. OTHER LINE., OR STRUCTURE OF THE'OWNER OR THE ENGINEER. OF' WORK_. ; NOT SHOWN ON THESE PLANS, AND IS RISPONSIBLE FOR THE PROTECTIOII OF, AND ANY DAiMAGE TO THESE LINES OR STRUCTURES. Sax REDUmPED PLANS 0 1 2 3 IIY,I�,fi��i,l -3 INCHES ON ORIGINAL PLAN- h`pG r Z X i 1 /'� � AAc1 OF c!/RB 2` �'- NUM,36R OF AAA11-BOXffS g n hi• _ 22„ PROP MAIL sox 4 t'X" 22'' uX" = 31- 5Vff .._A�= 1 y WALK .r,rt►LbOX pETA1L 11 z 4i „ n Q M6E/O,pGV5ETW10 0iFNLS1/c O,_PLpVcr}hK UC4r- FROM ONCVRBS FSrHCEE ETON TP/c/L >}shKYE0 °rlB43FN>VE TYc AVc. ON S.4Y z�6. LFO.T. LU,yE,t/,egT/.V6 OX/ sr LlG,yjSAOD ST,e=�l ,u4h/E „� e slows, qoo sr�fF/ac A.Uo ads gv,^. /�/rims /2� /B¢ DESCRIPTIONof REVISIOM Otl7E APPROVE: , I Y of RANCHO CUCAMONGA T GkICT NO. 12364~1 "A RACT-. NO 12364 TITLE° - SI- EET .IMPROVEMENT PLANS APPF20VED 8 _ 0—ATE GTY ENGINEER RCE.No 23889 DESIGN MADOLEANOASSOCIATESANC. R f�i ENOED 0 or DF B �3. SAN PINA biNO COUNT E H Y �n.r1 CONSULTING CIVIL ENGINEERING `� 9 DRAWN ANDLANDPLANNING SHrET 50N. Mountain Ave. SUIU 10 !s �, UPI-'--, CAL1FORRIA41.786 OF CHECKED _ FICE.No•/4e�¢ DRAwING NO. - r .,�.,,. OArlr JC1 epJ o. . FILE No /26•E/ 840 �'--�--' •--�-. i -;— _. i • 3 } } i } S, S _ {BENCH MARK: o } i T F, # O NO. 96-B , ti = BENCH MARK N C OF HAVEN AVENUE & 19TH AT 'THE. W ---, } r } 0 N y_ 44 FEET WEST 5 HAVEN & 83 i S O : 1 TH ST. SET DRIVE FEET NORTH 4 9 � L, O OP AT THE EAST - , , � rf1 P2N w/C S TAG IN T O { w 0_ �� ALL FOR 3-24" CMP END OF A HEAD W 6; 1 m ; : ^ ro N } a. ELEV. 1430.686 / i Iiil ! �I i _X►Zd� l a i t ,. 64. i w U lSt S t : a I , _ r to '' : : } -Jri 90 _ - m o ! I f t m - --- # m to vi i I ti an : ai too cn u ! _ : Z 11# 1 6, :: :i t i r g t�1 r iom vc.. m w ui T>+ trr m m m m RID I- I I , _ - , , ; l : . 1::� 319,05 } : z+: P: ltt N -, � # 1 Wi , V P i p } } O , t $. N Clu1 - FT. _ 1 - i GF20U t I I t : # # + m a trt_ f _ d. f I 2 : : , ,{, Gib �►� , 0 m � �+-o-,° i t o # f { ! i 0� w • } J + # t } o _ — -fin i — , m Q ; -- -- - _ m _ - t t _ - # i uu _ ><1 O ffo — a8 ( In _� _ a — I - U7 r to �: Or 11 i i t _��• S } i Is:t-. .<. _ _ --- » i -- i , i tf�1C-� FZJUNC _ o Ex_SC_. jr7 , — 4 In } y -- - 7 t - I I} 00 — - } i t 1 G i 1 : 0 - , , } i I , �- -• V 3 - o V + i 3 _ t 5 - - I `- — g — — to Vic' , O � � T ! P i — } , , 0 i } } t - i - ut i U UO D t t FZ • i i - ( �t: N i i t } , : : , d' t , -t 1 i t l ii- a' e } 74 i —7 - RI q8 Dr?A L-54 I � :F�i ��v ±-fa : t ! a 4 5 4G 4-1 48 4 oti - 1120 + t y D 0, t I tU r. JCIi' a R�UX� r-UTURt1. R/W -rT- - -- .::UTUpe CUIg4 CLITTr>? - _ us�xx ��GEG7UEQ 411 Y LGOI� 09� L/ Q /aST9cG w3iA a j .- Fu'I utz = P .c Pvn,�-t-/ aASE��✓ ev. /�aeo�EmEvr =� N �C' 3Gb� I , iQ `• \,y9` Nry PErz :tin, N V1 /� �� �``v Qi% I�'Cr 16 19 r 07 m p$ 2 0 -- - 56.00 56.00 55,00' tu•oo' 's rO u ti G A I51 uo:oo - - 5't..CC' 60:00' ©PA/.!/TEGt P 1 % 90.15' 3 . < G - 57,87' _ i o ` tom_ 6' q // L N B / i7323.52� I 016 27 A �3°6 0�o t�� (m /6 6 Z 4 5' G 7 67' i U I 1 m AND PA VTc`O �! STn ° SV m Q SPYGLASS ARlV� n� SEE SHEET NO, C,vW-� 6�----- i3A5E= L) i`•.l lc. �'Cl rip IE seE sHT /va 4 'o/,�: Ile. eg39 T MOYEo ShDEW/1LK 4' FRO,tq 0WRO PAr•.5 '0h' CONSTRUCTION IN'O i ES L� 5PR/10E .IVENUE: /l�zD�B¢ ,�� ' Z. AW: LUMEN,FAT/.((G. ADD ST.PEET N.I.R'lE S/b.<: S� /2�2��¢ ��•� _ .°00 STi2IP///G., AOT, GY/A.L7lT/ES �Q-CONST...4•YZ' A.C. ON COMPACTED NATIVr SOIL 2 rCONST. 3" A.C. ON COMPACTED NKTIVE SOILVIR (3 )--. CON ST _ 8 " CURB & GUTTER PER CITY OF RANCHO SPRUCE AVENUE r_UCIMONGA STD. DWG: NO. 303 _ MAC �� —CONST SIDEWALK CU VE 2A PER CITY OF RANCHO DESCRIPTIQNof RED/ISION OATS APPROVE CUCAMONGA STD. DWG. NO. 310, 311 & 100' STREET SECTION �CONST. UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA S.D. .DWG.: NO. Soy ,cw=l, 13 ingTALL S<"x 4" R-C-DWOOD WFADER ��_ CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO,. 308 (x=3') . 0 �� CITY of RANCHO CUCAMONGA o Qoa�oo" 3 �� S4g8' _� v TRACT N%JO 12364 A r14� �` �T �n 193 { —" CONST. 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA cX A Z,n %.0 A 1q V • Z Xw cJ % -w STD. DWG. NO. 301. q \ 11 /NS7 vet ST•�-1=T N9�'= s!.'. l Pc 2 CITi �/ RANCHO COCfIhJOyG9 5rp. Ow F mo, ¢O/ SPRUCE AVENUE /B INSTALL TRAFFIC STOP SIGN PER CITY OF RANCHO APPROVED BY DATE 9-L_t$� =5T. END STD. DWG. NO. 402. \ RCE.N0238S9 19 -COF P- CH of STREF-T- TEMPORARY PgVEMENT PeR CITY CITY ENGINEER of I ALL S EET LIGHTS[CiA, S95 P Ci.LU nto. q.or, DESIGN MADiJcE AND ASSOCIATES, INC. RECOMMENDED ib INSTALL STREET LIGHTS, 9500 LUM. r OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING C G7 DRAWN AND LAND PLANNING• SHEET W N. Mountain Ave., Suite. 105 _ UPLAND CALIFORNIA 91786 G OF �D NO Ar14 ' 94G-2g49 NECKED RCE,No%¢B/' DRAWING NO. FiLE No/26.671- 84.0 t , REDUCED PLANS 0 I,,,,l„t_-L1u,I 3 I V INCHES ON ORIGINAL PLAN- Ft L T Oq IO'28' ZZ" Z18.00, 39.85' 19`18' IZ' 41' 4Z" 200.00' 44.51' Z2.Z5' IZ° 41' 4Z" 18Z.00' 40.33' 'LO.Z5' 12'07'd9" 293.00' 62.02' 31.13, O l2`58' 13 " 275.00 r'2.25 31. W' V 12'58' 13` 257.00 58•IB' VLSI' V 17-14'59" 102:00' 30.71' 15.dz' 12'68' 13' 255,00' G4.9a' 32.40' I� �2",Sg' lg'• 3p3O0' 68.!9' 34.44' O. g8'S6'03° SS•d0' 100.15' _O 90 Op'0p".. 47.00 42.41' 27.00' 0 Ic °25'i9' 21S.G1�' 64.87' 1 27.58' 0 14' 25' 19 200.00' 50.34' 25.30' id I4"25'19 182.00' 45$1' 23.05, '�.rY�/ 15a000" wzzo' I 2q.52' L V 105'000Y�" 3g.Cb' cq,Ga' 4q. 52' 30a REDUCED PLANS 0 1 2 3 4 INCHES ON ORIGINAL PLAN V 4511 4F; f 5. _�6• _...-__.-- Sox _ REDUCED PLATS 0 1 Z 3 1 3 INCHES ON ORIGINAL PLA;`1-- I G►LENGAKS ' DRIVE CU R\o'S PAT.e. Q FL. L T �A _A_ I5-54' 57" 102.00' 33.G7' © IC.*='14.n 23'--40' GS.r...�5' ,39,p1-j 0 15*0G ,10 " 293.Q0` T7.25' a5,0. {—O Cu°20'14' 275cX' 78. f� id7 (� IG'20' 14" z�i%Gi7' "73'26' 3G'&3' 31" 215:00, _ 35.00, I7•94' I. 13�I`i'S2" It,2;m` 42::!'S' 2 4.2T,. i3°8032' 10200 24 05` 12.05' 4 13' I9' S2' 213.rO' 50.72' 25:44' OL 8°2`45" 778A0' 10.45. 19.01'' 4 5• IA 57�1ell UVyJLG �G�9CE CONSTRUCTION NOTES MUIR FIELD (2-CONST. 7' Fi.C. ON COMPACTED NATIVE SOIL I� 3 --CONST. 8" CURB & GUTTER PER CITY OF RANCHO ��--CONST. SIDEWALK PER CITY OF RANCHO CUCA,KONGA STD. DWG. NO. 310, 311�45 KG[O STREET SECTIONS llt INSTALL STREET SIGN PER CITY -OF RANCHO CUC,AMONGA STD. DWG, NO. 401. U-COYEST. BARR7CADE PAR CITY GF RAN040 C.UaA.MONGA 61'D. OWG. 19 CONST• 6ND Of ,T'REST T MPOKARY PAVUMENT PER CITY 0, 0RANCHO CUCA!•,ONGA STD. DWG• NO. 1,05. 0 INSTALL -STREET- ,3GHTS-i -5800 `L.M-. -W/Yy E 7a7A10E0 M,,qST 4 �. 3O / �. . REDUCED PLA14S o ' ' ' 'emu,+, sir 3 INCHFca ON ORMINAL PLAN �+ U I C) iv 6 w t 0 SPYGLASS DRIVE REDUCED PLANS D I 2 tttiltttrlttrrliti-',1 i ,3-1NCAES C?N ORIGINAL K. ,1 U)'lulI CURVE DG.T,4 0 G� �I2`1I'42 R ° 150:00' �q.88' 1 20r02� 12 Gr a4 " 2JO.c c 44.31 ' 22.25' /2 °4I'42 " z;20.O::i 48.75' 2.4.47' Q 87°QG'4C" 27. t' 4i .�' 2S.-t7' y o -r°OdOO" . 07-0�0 �! GI°Oz'OI" 2700' 28.T7' O 10°00'0T° IO2.00' 17..80` g q2r O E37°21'47 " 5S o0' 88.4�J' 55.I' DESCRIP"i-IONof REVISION I DATE JAPPROV CITY of RANCHO CUCAMONGA TRACT NO. 12 3 6► 4.1 "TRACT NO. 1236 S YGLASS DRIVE APPROVED BY DATE �;-T GTY ENGINEER RCE.No238SE DESIGN MADOLFAND ASSOCWiF.S,INC. RECOM` ENDED G, k- OF SAN BEMANDIND COUNTY E -- CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLAKNINQ • SIF T 6I5 N: Mountain Ave., Sulte '.05 UPPHAND C„'IFORNIA 91788 ik.CKEa I RCE. No 1�f� DRAWING NO. W, OA E le::4f -65 FILE840