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HomeMy WebLinkAboutRc St Improve Plans 267/28 Thru 270/2 267/28 267/29 268/1 269/1 270/1 270/22691�27011 2701?:: -Z7', 4� L0 to PEt,4OVCF 9 L.F. 5-K16T. WALL TO r-.L. FOR INLET m C) 1: cloNN p ResROLIT Foe SMOOTH FWA514, t r- t I s-r C14ANqEL, We G'Rc S. 11,00 NOR Q CRIP SURFACE till; EX16T. CI4AIjf4EL_ WALL, -OA �4, 14' JOII-J DEPTI-I OF G'A!5 SHOWN FGe CONC. WEDGE to LIMIT5 OF -T if OVE2EXCAVATION CON-�T COAJC� TRA�,I$ITIO" V PEP136 to ul e -No .1EIGI-IT ILU614 IVIT0 TOP OF' EXICT, -NO FLU6W WITH _j Q NO TN E _j CHANNEL WALL ';OCJTH E I j TOP OF COX CULVERT RAjeX,PE ;T WALL. C),Qf(_L IL EX16T. CONC. �RUI!55LF_ CHANNEL N a .3 -.A 5111"TO &XIST CONC. ImVC-2r � P�_ACE 0146 TO ac- REMOVED j L-' 0 q, POWEL5 - Foe TIE-IN, 6xmNOEyTEzI0j! OOX CULVERT UJ - 9 "`4 IS F90AA OOK IL X �, i- FA Q= I-OAJGITUO114AL, 13AC W JU CULVERT 51094VALL INTO WEDGE, tSEE No*,rr=: TH16 Melt 16 CLA166 IFIam AS U WOELOW EX157-046 GROUND OIETAIL THR5 5HT. OTP-ucruea 6ecAvATioj 0AVk:'=ILL g aj� �TRUCTURE q):z IN I I OVEREXCAVATION FOR 43'xro' le.C.13, a.45 NOOVP �z O+-_7 w SCALE: 1"'IDI-O' tt,, 1�'Vk, 5. C. % CU 8 IF U Ad QATA I A PLACE 6-�4 OOwEL.S \0 0 C--G' spAcmls Foe e. 05.00, 0 a 6 7 CURB GOTTER CONST PLACE GALV POSTS IN, -L WA; 4- CHANNE _L T- 04. go' PA12APST WALL, MATCH CUQB ;2ETUi2.Q DATA PARAPET WALL ME INTO isz)(16T. Femcc- - __ ____ __ - I ONIEXIIST WALL. Typ �*4 TIr= 13A 95 vi 7- T= 94.(;0 Q Q! C0115T TYP& I'D' HLzADWALL PF-9 5TATE OF CALIF, 01,116ION OF HIGHWAY6 OTC. PLAN C: 85-1 1 Tj�; INTO EX167: CR40JA154.11tALL PER Cks"rt, IL THIS 511"r. *'g CA, -4 PLA,�e 0OWELS, 0 e�-Gl t5pAcIt4r. DOWEIL6 + Fog cuI GurTeR cc,"5Teur_TiclIJ i5X16T WALL 5__ IlL. 4t55AZ 00WELr.- "S OAR cuea GUT-Tes? IS 41-5,p 04 lo. c. - - - d, 5" WTO EY INVEW 0 Lu off DOX t ul lit 0 1-n-&Ola FO , PL lo e,05 JEX15T. CF4A?,JtIE ��_LOL� IllEADWAI-t- P�OOTAAAG �q J2E=t40VE- 40.53 L�F OF EXIST. CONC. - AFECTANGULAe 0iAh"EL LoNG1TuDI4AL SAR6 FROM 0ACJL-F1- -1COM--erzTC- to uTTE2 �POWEL5 OL7­ 'FACEOPOC,95. 19 -77 N 5"INTOEX16TWALL COW6T. 167 L.F.� 6`,eG'6IrJ­- IZEINFORCED CONC, cu2e Is U] 12 6ox CULVGp-T OF HIGHWAYS PEE 6TATC- OF rALIFOeNIA Divi 23 STANDA120 PLAI-j D 60. !,��E'VIMIVEQT ALTERNATIVE, -TRENOT14 CLA'36IFICAT(OIJ "A' C0NCA?ETL= TRANJ51TION WEDGE DETAIL s SCAI I'- EII-6' REMOVE- 50,146 LI'OFE),�I`5_77 61 CON,37' 195.51 L.r-. I0,e4-3"`6iM6LC. 9'C-W-JFO0CC-O CONC.f0L)6EI1_E 2ECTANGULAe CRANNEL r OETC- BOX CIJLVE;:-'T PER STATE OF _OINJC 1D w rALIFORl",114, 01%11' IC111 OF 1416"41VAYS STANDARD PLAN MO. 0-60. u:5&� Iv1lfNvEQ-r- ALTC-W1`JAT7VC, PARAPET WA" 6 ReMSTH CLA651FICATION 'A! MODIFY LENG774 _:N7 c Cr- '�_­ANO "!2'f3AZ6 INJ ­48LE F02 tZ.-eG'F'OX rzOGE OF,1EADWALL. FOOTING- EDGE OF I4EAOWAj_L_ FDO'r;AG 5y cHoleTei'l[Mr. VEJ?-, /CAL 01125-7/0". uj OF Z� Vl!�T rHANNEL WAIX ANO II 5LAO RSI,40VAL. M, E-P. 7`_E�1!5T. EF.p. lo /7 QnqovE 90.4 1_.o- OF x VC- Or..03 L.P. OF EXII-ST, CHANNEL WAIJ r 0 ewi5T. rGI141eOyCuLVE-ZT Q-1 01 OV, 0 LU V­ ­F E30X CULVERT t k � i x 1 1,30 u _j j I 1 11 lz, i ; OUT610e FACCCOF LL lu OACk'_FILL C0010S qATcF4ED AeEA It 4 ST42EET "G" 5TQ`EF= rRCIM C14A"NEL NVELIT To FLU61q -VALLEY 666LEVAe -3 ku qV N 81--47'07'W WITH TOP Or- PARAPET WAL4- (6AN SERNAQDP,� C. cuza GUTTER Q ps lcp�, CIL e.e OF. T/,A I L 'A" E-.F- lu :z 5 ALE: 1'�--Z!O' tL eL t 5011A.C.P1 T. L CO.M.WD, WASTE LINE w tu 7. ji 8'47' 1Z eU013LE zr=cT/AiiGLj1_A2 CHAWiljEL_ COtj(: Lu N 2, a J Ll CURPS GUTTER .10 -.004-ol Tol-13OX /,/v �t J ILI _j 6 LL 'R U) J :z Lu P1\O w 1EEMOVIEF 48-82 L.R OF EMI67 COW,:. I U �.ewffB_IE e_-r_TAQ6ULAR C,4A,14Ne-i_ j '-4 to -4 DOWELS e-G 1PAC11,11 PLACE: 0 w f Foe Cuea 3LJ7-Teiz C01,jorreuc-Tiot-i 7 CU125 QETLI12N _�IATA U) 11 4=,_J0-54,q-:31 to z= e5.00, > B5,05, N0'rE: FLOWLANE ELEEVA7`tl-�l-,15 OF EX16T(NG COI.JC. r,,U88LE CHANNEL A7-JOitu r-U1215; 2ETI J: 2W DAT4 r--Gfkj RZ.C.B. POINTS WIT14 8'x71 AND 1-2,x 00X CULV159TS TO 5E FIC-L-0 L1ERI)=Ir=0 PLA ICE -7 *11 DOW- 6 L-= 55.54, 1�4S 3111LT" -7-7-70 e,21 r., SFA,_,ImG roo 'rz -35.3G' o� CLAM5 GU1*Tt_=Z COIJ&T '71 IG' 41 G REVISIONS CITY OF ONTARIO Ib9 qlla,1�30 -SOLiTtL4 ---f CoN,5T.-TYpc-o*i4r=AoKlAt.LPc-iz 5TA79 MARK. DATE BY MMK DAT 7, PLACE GALVr-o-.5Ts IN E BY OEGIM '�_OFCALIF�PIV!510NORO WAYS STCL PAil-FAPeT WALL. MA7-_(4 Pl-A&I 0 65-1. TtS,IIT,. >UlST CHAN TIC- IN-ro C-MIST FENCE I U. WALL P50 06TAIL -rHir, awr ASSESSMENT DISTRICT 86 tog, t-� _j o OIJ EXfiST. WAL.L. TYPICAL BOX CULVERT DETAILS E50TH E"06 or- e.c.a. PLANS PF00AED IN TW OFr10E OF Q uui tb N E TOI ENGINEERI 0, INC, 615 N, LIC1.10, TURNER AVENUE AND 4TH STREET SLIPEWSION OF- 1!�AR, s, u tj f, TURNER AVENUE AND G STREET p 147 I h 0 QTH ;; \0 COLKly OF SAN B�RNARDINO m NOTE Q APPROVED 13Y.x, _z -EE DE-rA(L OIQ THIS OHT. F02 LIMITS a ROAD DEWTMEPrr CITY ENGINEER DATE ')F 1n jq= _Q k - OV/E-eC-^­CAV.ATtOIJ IN 12EMOVAL OF iiVILLIAM SCHLACHTER JR DESIGNEDErt _jcHEacEDE:r1 =_JR�lal SICET 5CF OF 5= E= YIST. CWAWQeL � f3oV TO EELIMIMATIE= Ul`-J6LlI7'ASLr= MATERIAL FOR`lF0">F`OeT' 12162 4/23/70 OF W%-7"EI.C.B� JASST. COLNrI ENGR:ROADS R.C.E. NOL DATE - [DRAV4 By� - I MIBWTED Or IDATE 0. L.- "MI111111111111 P-S. a, =Z 1 ;26' Sox Nos 30X ANS REDUCED 0 1 2- 3 rI I 1 1 1 1 1 1 1 L.LL4u I f I I ... I 3'INCHES ON ORIGINAL PLANA -A 0 It `_10 7, �V- -w 1'. all A911 --A �A w IV. -W W4)' "�d 3,4,e* ;rY,-. 4 All, P 7 W/,V. A14 Z 4e',* 745' e'rY-) C-44 0 - L /7, (ry�p) ry/o If- 7" 7 .4,54,e5 4F'0a41-4Y 5104e,4,9 ROCK 9/p lqlqlp IVW dp /9 MA X - -7" 23Ae:5 Fo6wz y P SEE PlAAJ -'r 7' e 7A 1k; ce -."5 cat " L , I 45rA ZO' J It 1A1VlrA07 66E CO'Yr CeI7`061� W444 cIr A�, div S-,4AO 7-Li 5z 0,0-- !14 .-/Z" w .3 46 v -1TC,9 eO,-A' .4 RAPOA/ f 4-e17- ff WO Z L (Z i 011 W -47 Fv X ---------- �F? Sc,,-- 7'10AI 8'W1,0S -5/A/&Z h- B 0 X C411- V-ce r /0. /-z3ox Oe IoIRE IMW,,477" X. 77y,41v-k) I 4"4, " q LI) 7, 74"" 1 --777- �,sF tq T--1 f7i Z70011V '/9f 13 194--'741L j.+ 24, 1 L wcl .9 '9-4,ps Cvelhz4y =,51-0, p w 5,1,14ZI- 1-14Y2- --XreA 18 2-o- -v 11VIA16 W.4 Z 5-Z- 6- vA 71avv '5C 5.'A101V- L A4.4X. IAII se-,6, 0--r C7 4WR7 eL�IV 7F- 7 vr . j-"q- -c '0 4�N 52� 71 /V aeA 11V A/ -4,6 A 5CA L 30el 0 A 7101V /0 W149 IF -511Y&Z .Z BO X (!r&Z YZ,4P7- 5CA1,6.-3W= 1-0" /01 AIVO 11AP11-05 96 5C-S P&4N v t,. MA M 14 E P 40; cl LIO 4 9 16 A Vil C79,00r-SO ROCK -fl A 7*1-,- 7'� 12-'o MCK q,90,Y7XcD 111YE.Rr SECTI'*-)N - GROUTE19 ROCK 1-41T-Off 141AZI-G .4NO 1AMERT A WOZ Z E4- V4 712: 0 (-r7-� -10/-AA/ Df-TIVIAl' O-ZXZe.4 234,?5 6WOSe Cd1-C1-1,ff4:511V W-41-L5 J"-ye L/ /,-�/lv/- CoAlc. 5,47C7-101V 0, --A CAI �510.- OK --lVIMV? .3 "Ag, 811ILT" 7-7-70 owl , Tepo�g Q) WAll aw CAACVaAff.,I� 150/7'0,-1 0,1 CA76 v REVISIONS COAIC. CITY OF ONT"AR10,. I w MAW im-M DATE 13Y MMK DATE BY 142'�rll--4L Par ro,O og eoxeelllalz PLANS PKFAM IN a ;cE or 01-AIV V/lFW 14-17 URAINAGE S,"UC' , r I URAL 0-a al SC4 4 a;�'IVOIVE qT k'S 6 ASSSESSMENT DISTRI A5 Toups ENMIIEEMW, lk, 615 N. EUCLM, -1770/v IL WAIZ ac 130xl CIMP-5.<17 7 LWTIVK� &RUMSM OF; - PIPE- elM49,SMEAr -T AND PIPE DET�11-!�L, COAlCoFE7 4e BEDbiNG 50,4LE: IVOIIP-- R.)VlZL1AAo'5�R,QE. No. DATE t Vi C"TY OF SAN BSWMlh6 ge C 710AI A 4 APPMARM, BY: -�4 9,�,,,Lz -L"v ROAFEMTVENT- � D L-c-' r\ CITr EMSIXELIft ILLI�M SCHLACHTER JR. 6ESiGNED BY. wm� BY., # "#,)L 62 4/23/ 0 �jo ��3eA:;Wf -MADS ftc.11- t:la DATE sr. v olk �.av �w ZK GAY�1.4'10"r:40% tt-, W - J, krl 2-0 x IS 2� 0 x El 3 C) x REDUCED PIL N 0 2- k3 INCHES ON ORIGINAL PLAN-� F.�/IiLJE.. �Co✓E� 4 2 ,BA 4 i �4Bsa - 0 SECT/OlV A -A Na 5C-4GE SEA ��'IWEf�'ft !�/OTE 9 v � 5 v F ?ARR/Cr90E P t U7/cfl f:4YE'MEN F/N/S�lGRAOE 3 i1.�PAtiEAi/ENY CUT-oFF' ly.4GG O�TA/G Qwc,. No Z14S REWSIONS MARK glDATEOESCR:PTIOt \\ A firs MtN! 001 --a-- 7"!-1E A. T. , )" ! t� i REf//SEC 6.(ffOES ,q/VO p6-22 ,ob t REe�N.46E f-aci�/rres oN �zcA ORA 7N 9Y CHECKED BY SUBM1TTE. .'rl RE rF, BY� y-.` emu. S'"ro-66 .1.^r�T�G7 63�SooSA I QF. I v IS GENERAL NOTES I . A LI,WORK SHALLBE DOME IN ACCORDANCE WITH THIS PLAN AND THE 1956 STANDARD SPECIFICATION OF THE COUNTY OF SAN BERNARDINO. 2. BERN MARK - R,R, SPIKE IN 4' EUCALYPTUS TREE AT THE SOUTHEAsl CORNER OF AMETHYST AVENUE AND HILLSIDE RGAP, ELEVATION lb75,86 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND AND TELEFHONE OR POWi:;i POLES, WATER METERS, VALVES, HYDRANTS, LTC. SHOWN OR NOT SHOWN ON T1 JS PLAN WIThIN THE LIMITS OF THIS PROJECT OR IN ADJACENT ARES WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIREO AT NO COST TO THE SAN SERNIAROINO COUNTY ROAD CEPARTY0T. 4. A PERMIT WIL'.811 R UIRED FROM THE SAN BERNARDINO (',OUNTY ROAD DI.PARTMENT PRIOR TO ANY ENCROACH14ENT OR CONSTRUCTION WITHIN 'HF $AN BERIIARDINO COUNTY H -OF-WAY. 101 -_t4 E SEMENTS OR RIGHTS S. WHEN FHE ROADBED HAS BEEN GRAMED TO THE APPROXIMATE ELEVATION PiD GROSS SECTION, ALL ROCrS AND LUMPS OF EARTH VVER 2 1 /2 INCHES IN Rr-MOVE EXII (OL JOIN SIZE AND OTIIER UNSUITABLE MATERIALS SHALL BE REMOVED VROM THE (1`17�11 6 INCHES OF THE ROADBED AND DISPOSED OF. IN LIEU OF THE ABOVE REQUIREMENT, THE CONTRACTOR MAY' FURNISH AS AN ALTERNATE 'Z 1/2 OF CLASS 2AS AS A COVER UPON WHICH TO PREPARE THE SUBGRADE, IL 114�_ Ll 7-- -le; AOAI' ,-,GONST, Z" 'Ti4ICK CONS-f. CURB AND A.C. PtVEMF-NT 6UTTER PER STD.NQ115"� 1AAPROVE:ME:iqTS IMPROVEMENIS INSTALLED VALLEY VIEW STREET JUNE 191*4 NO SCAI-E (PAPr-EL MAP 1691) CURB PERMIT E-145341 CJRB PFRMfT F-t3,�27 VOLUNTARY PARCEL I PARCEL 2 z ui INS"l-ALLATION COMPL�FTFD ;'NSTA'_1_ATJON OOMPLETED I- DECEMBER 1976 AUGUST 1977 to L6 GURB CURVE: DATA 0 A-- 9- BB'3611 R=720.00' ;-i T=60-21' w 'J�z CURB CURVE DATA (�ixisT) LS m LLJ 0 R-720,00 : 6 11, 2 3.14', a CO. S, D. 115 11?1� (' orr riioak S 0 z IMNST. ;Ui B a GUTTER PEP /--EXIST. F/w __,:w V! T INSTA L B" GUTTER PE R STD. A.C. 8 Im R�732.00- 4- EXIST TIC -V y _7" 171 1, G'RAD. 3. L PXIST� TC.=I!)05,38 L BERKI TO NIEE1 EXIST TC —A Ltr, 11 EXIST BERN TO BE REMOVED— -mo A 2* 31 51 VALLEY V V I EIVIV STREE 07 zzzz Ey­�L PC.C. STD, CRO S _7� GUTTER PER co, sr NO-1119 di ... ...... .. z < 9 10 0 (01 tolLd + + P L N SCALE 1 40' -57 e? 0 2 4— 5— 6 7— w 0 o 't Lo q DO 0 . 1 0 1 01 f q - 4+ L) CURB PERMIT L-13227 N D'' 0- 9VRB PERMIT E-145�4 + LUNTARr N R 0 F I ETJ 4 + In �z + HOSIZ v�i % �SCALES VERT I= 8t!_�_ 0 410 A- 1 10 (D 0 EXISTiIWG c U xz 5 co 1A 0 w 1920 cj "'o, C�' c� T, + zD co I`_: 45 lly� 12� 12 cl_.�_'z 4- 0 3\\ 0 + 1 0 0 1. 74!/, J s), z;�Q�uHc) As G1Q1.L:'_=_ INSTALL 8" BERM—� 0 GERM .13 W11 E�IIST_m tP Or BERM �GRA.. u 7_-T--p4' 15-m ".-r .4-- FIIST. T.C.=Ic-05.58 kr-,P- .0 -BERM G ADES I w If! 0 T 11 1920 o III o 'p ul r 0 0 a 0 + A$ V-� + + 0 w Cf) 01 c 1-10) v v 9 I -0-4k, Q_ 0 N Z 0 0 Ip 0 4 4 A- 4, 9 "ZI IfI c Do + + + ASSOCIATED ENGINEERS 316 EAST "E" STREET ONTAR.C,CALIF, 91764 714-986- 5818 ALLEY VIEW STRE ALTA LOMA DISTRICT SUBMITTED FOR APPROVALBY AS!S70CIATED ENGINEERS 3 16 East 'E' Street - OntarioCalifornia YUkon 6- 5818 APPR- . "N F1 CHECKED I DATE -AN ;4_J_1.1�­_ *1 INTY ROAD C0MM(SS'1%ER ASSISTANT DAT E RE). � 10, 4150 SHEET NO. OF I SHEETS LIMITS 93 - 94 J RICHARD NEWTON INC. 6 2 6 West T st On torio Ph 966 8707 ,L3 Addr_� Pcrmll Z'-14534S) '�95c " ("-IT 12�iAdded Pe�-rnit E-132?-7 31. o�c I-fztl ROE 22S77 dded N curb SM1433- 2�W5 Zk *7c REVISIO-VIS A!PR DATEI T 30X REDUCED PLANS 0 1 k3 INOHES ON ORIGINAL PLAN� 159. 6 7 _4q, 7:3. �J? 4,6,67' 7.arz 11?60 Aaerh( 4:w.,54 e7naa,�1.4,91MIA �4 1 %4 L to zi MOP 01-- Val q r, V 'e a I= 44V Nowny v roe a.- amea ......... P'1A8.6R,-,0 5111C.-W-E Ar 9z MR tile S4911"I 4rellela 01WIC14-0 - A" AV5 PVIF-4r +111" A60 Got/r/yl Vl�k) �;� /�"tv Apt. -ag, saz'm v 10 12e,-, /V, lf� "-0/- 1111'.�IMe -fit cell_.4 Rol ki V114 Z__z d04:?10;?W-04_e2 4i V Q *' 'i V g 44, Lh 91600 00 W CURIVE DATA N� C, I 'WE" `,.3 P,/IK /9' fy R 62jOO' R = 27,00, CK 00" 4 A = 900 00, 230 33, 23�, 9l: 70 tt 14A 13 4i T 27.00, T 12,931 r 42.41, ',L, 25 491 C A W All. 0 R 58, 0(" R = -27. rJO' & & = 890 52, 12-, T T = 26.94' k, L 65. 15' L = 42. '15' 0 �t 41 r5o. 00 1 R = 40.00- 3aO 441 22,, a = 2570 28, 44,, al 09, 179.75- oov�4 It, — - 9+.77 TC. 40.57, N 7,9­59 OU - , A10 tn(q meor wwsr 00 /965 K qN. jo "16 lq6s evisr GENERAL' NOTES All work shall bLk done in accordance with this plan ',and the Standards and Specifications -)f the City of Rancho Cucamonga. 2. All pipe lines or spbstructures of any kind shown nr not shown on this -olan within the limito or this development or in adjacent arsas where M, improvement work is to be done shall be removed or relocated as required 71 91 V t no expense to the City of Rancho Cucamonga. -_L will be the owner's to notify all dgencies concerned. 3. A permit will be required from the City of Rancho Cucamonga p r 2: 1", LAIC rio to '.1 F AM^ 1 C370acl'Iment or construction vithill the Easements or Right of Kay. any en -ment of 4 4. An encroach-e-at permit shall be ob"aned ircm State Depaxt ISO a.9.5' Ar- pagelp2e"21 Transportation pr*'�or to anyencroachment or construction within the 0-aar, aeer Awl 4 Easements or Right ofilal, e7a '7�'-Vc lea, Iva;'ik'd? TYPIC0,9L 59cr-0/v 5. Adequate stakes shall be set by the Engineer to enbLble the Contracl-.or TYoVIC44 6—cCrIvAl to construct the work to the plan grades. ��ONSTRUCTKON NOTES Cons��rut A. C. Pavement per Typical Section. vlcllvlry Amp Construct 6t, N.S,, Dil�:e per San Bernardino County Standard No. 117. Qorstruct 1,X11 Gu-LI.,:er & Spandrei per San Bernz),rdinj County Standard No, 119. Ccntractor aMes that he shall assume soleand complete'rc�ponsibility for job site conditions during the course of construction of this Project, including safety of all C4.) -y S -8 Construct 811 Curb & Gutter per San Bernardino Count tindard No. 115. persons,and property; that this requirement shall apply condnuously afid not be lim- ited to norm;tl%vu-�-irg hou s; r and that the Contractor shall defenO, indemni iY and 05 Construct 6" Curb & Gutter por San Bernardino county Standard No. 116. hold the (Dwner and the Engineer harmless from any ar)d real or alleged, -all liability, i. Remove r-.:,isting A. C. Pavement. irt connection with the performance of -,vork- on th.is Projec� excepting for liability arising from the sale degligencc of the 0wncr or the Eneinee�� C E_ h I -NNE eCS SHa.-r g 0, 2 ,�4,e j�_�$7-JMA7-e all� j��AlPrI45 10 A REDUCED PLANS 0 1 �3 INCHES ON ORIGIN'AL PLANA t loo' uc. J P.r'.39•.�FQ' 4 M40 NORTH o '� Rl EX! -eT, 6R0/u1Vz f/r 33 NoeTH v� a �940 ToP of "TV N �9 30 NO�ZTH curz6 PRdF1Z ,r tigl� EX/5T. .SU/t-FACE .'7% dry, r r 192o NORT 6 h� q ma l2g M�' �2 96A�9 " II _ 2:1 Mar H/LL46l,0r' AMENl E 4P00 5 t0 /940NORTH Jlso i'vEST o MORTY /95'0 0 ¢ D<� L• /920 /vn�erll 1930 !'VEST 193o Iwo 1 /930 sf PROFIze sa'44-'S Vi N 0000 c 0�p nOf ill Gur6 Ref. P/ �OC np0�l C N' J � / � �r;{ 0 tR � � oho Pq o � V �• � ti / 0.1 �� / q?`9 p�G` t oN4o �n Poo vN�s `9\voN G(�/ h �N1am ot•y� ��\` �6�• ,� , '.fly. ti/0eF xk N T� . F• by v � ? QQQ,/ J /9SDW�ST I /950 4' /-fRo l vE.'T 8 h y } MoONSMV& ,qP'e V6'V :vcs� tis.9,�'K rt/O. A- 25G "ov BE 0 Fo fG0 7 tG0 O t�O /t00 2+00 3 tlh9 4 +00 Gt� � u W ti CURVE DATA 22° i!' g= 27 : 00 ° t11 ti u 1 I l{ ✓�1 1 n ®,II o = 900 12° 26" .. II ,, $uwl (0T = 27-.ty m.,l R 27.00'`J r Nz = 42.35 0 Y p = 89°' 52, 121, �$ 1 273. :C 3 , w a, ra orb%� T I - w iv IFF o Q .4!/E R = 58.00 - ,ucx�a3s'i/sr.' cfn n H/LL S/LiE usy°37�is E. fwENUE —r F1 5 N ! m 7y2oE. T = 32. 33".+ ,y �� ry ��-�.-v. 1 �-'.-�-•YY� ��^+�,� �vY,_,_,�r� j- --,� °y �-+�`� '� Exil. Curb E. Gu,fe�--•-> (,� -\.. —"�A.+ ,¢E,q 1Ynayvmcnf P/cHs Tioc 67ro 8 g = 62...00, N L = _5, 49 ° p _ 230 331 23" T = 12.93' VIVw 4 e �p°DO'OD' T - ••:6:Y�5T ,v.c, rovemco: • Cuns/ O•�5' AC. Puveineni G+/',-- e-aipocAe Nohve sd-,k TYPICPG SECT/01y' slo. 4+eo re 5to. a wa 1 Contractor agrees that lie shall 3ssumL sole and complete respoiuihil y fo: job site conditions during the course of construction of this Project, inclu3i iv safety :)` ill persons and property; that this requimmentsball, apply continuously ar.-A not be Hai- ti ited to normal working bo--irs; and that the Contractor shall defend, indemnify -nd tr , hold the Owner and the End neer harmless from any and all liability, real or ali,;e in connection with :he performance of work on this Project, except*ng for liaoilit - +' arising from the sole negligence of the Owner or the Engineer. I r e 2 osa° ozz� 'Z � y .aae Joao' Pavement Oyer Gampacf`d lvaliSio' Fufure A•C. Paucmtiif rt/CiciN.S'TO!✓C- .41/E ESiTMATE OF QUANTITIES 1. /27.3 L.F. Vat:. Curb 2. 42 L.F. 8•° Curb 3. 466 L.F, Er - Curb & Gutter 4, 1575 L.F. 8-+ Curb & Gutter 5. X-Gutter S Spandrel 6. 353 L.F. 8t1 A.C. Dike 7. 96A5¢ S.F. A.C. Pavement 8. e547 S.F. ar. A.C. Overlay t2e Tons) 9. 3094 S.F. A.C. Removal 10. 'Lump Sun Ea.tnwork !/. 3 Cocci Gino% ,t'oc.Ecrs /0, Gui,i� Sum Tice' PeisivYa/ N• End Gc�d .Pef., NGL.` Col H%%$yoe iPC F!/iv`. Came.%ic/, 9fieef c=/evofon � /9 ¢9.2J h y o M1 e_. Pca`ice .9ccess' O,aevii�y In A. G l:i-e Arn'Gi+x,e To m. o;c�i E.k.'sf Giode. \p 1 A"Y4 .9- c, - iLlin of -a I CONSTR CT101 HOTFo OCci-strict. A.C. Pa eme nt per Tyr cal Sec±:ion. 0, ConstLuct 8'1 A.C. Dike per San Bernardino Cowity Standard tN,. 117: QConstr ct "X" Gutter & Spandrel per San Bernardino County Standard No 1]'3. 0l Consi;rttct 8" Curb & Guttet per Salt Bernardir.� County Standard No. 11-;. iJ Overlay A.C. Pavement to center li.le. Remote exist.in, A.C. Pavement, e.....yr sw.� stare tM..w,,�•o.a �e �:� ..ass -at T /.�l//F• C%T Y OF 11AN /-/0 CUcf/M4 it/GA ST,PECT `� MFi�o l/Cr�FNT �L ANs f1rL GS/Or 'gV'9A OF ,4N0 TllL�C�iVS'�C�rl/� .AVEN'L�E P,4i?GCL �i4�' ;526 i' cfy Eng,�Ce,'-: �1Gd2 � — rzc.� �•�asy lksigried � r i7oi`e e� L✓i%r// e _ en"12ngii7eer - Lvnd S/irl�eyvrs I' 'qnz w/p ay yg 'c' Sf, 5* .4'3 O,cC'ln�i/,o�5 !/p,07a,'Ccr. ,ice n C/iecked By: ocwg. Ns n r Ken'n th 30A REDUCED PLANS 0 1 2 3 r3'1N'C'H'F1-.S ON tIGiNAL P-AN g= 27 : 00 ° t11 ti u 1 I l{ ✓�1 1 n ®,II o = 900 12° 26" .. II ,, $uwl (0T = 27-.ty m.,l R 27.00'`J r Nz = 42.35 0 Y p = 89°' 52, 121, �$ 1 273. :C 3 , w a, ra orb%� T I - w iv IFF o Q .4!/E R = 58.00 - ,ucx�a3s'i/sr.' cfn n H/LL S/LiE usy°37�is E. fwENUE —r F1 5 N ! m 7y2oE. T = 32. 33".+ ,y �� ry ��-�.-v. 1 �-'.-�-•YY� ��^+�,� �vY,_,_,�r� j- --,� °y �-+�`� '� Exil. Curb E. Gu,fe�--•-> (,� -\.. —"�A.+ ,¢E,q 1Ynayvmcnf P/cHs Tioc 67ro 8 g = 62...00, N L = _5, 49 ° p _ 230 331 23" T = 12.93' VIVw 4 e �p°DO'OD' T - ••:6:Y�5T ,v.c, rovemco: • Cuns/ O•�5' AC. Puveineni G+/',-- e-aipocAe Nohve sd-,k TYPICPG SECT/01y' slo. 4+eo re 5to. a wa 1 Contractor agrees that lie shall 3ssumL sole and complete respoiuihil y fo: job site conditions during the course of construction of this Project, inclu3i iv safety :)` ill persons and property; that this requimmentsball, apply continuously ar.-A not be Hai- ti ited to normal working bo--irs; and that the Contractor shall defend, indemnify -nd tr , hold the Owner and the End neer harmless from any and all liability, real or ali,;e in connection with :he performance of work on this Project, except*ng for liaoilit - +' arising from the sole negligence of the Owner or the Engineer. I r e 2 osa° ozz� 'Z � y .aae Joao' Pavement Oyer Gampacf`d lvaliSio' Fufure A•C. Paucmtiif rt/CiciN.S'TO!✓C- .41/E ESiTMATE OF QUANTITIES 1. /27.3 L.F. Vat:. Curb 2. 42 L.F. 8•° Curb 3. 466 L.F, Er - Curb & Gutter 4, 1575 L.F. 8-+ Curb & Gutter 5. X-Gutter S Spandrel 6. 353 L.F. 8t1 A.C. Dike 7. 96A5¢ S.F. A.C. Pavement 8. e547 S.F. ar. A.C. Overlay t2e Tons) 9. 3094 S.F. A.C. Removal 10. 'Lump Sun Ea.tnwork !/. 3 Cocci Gino% ,t'oc.Ecrs /0, Gui,i� Sum Tice' PeisivYa/ N• End Gc�d .Pef., NGL.` Col H%%$yoe iPC F!/iv`. Came.%ic/, 9fieef c=/evofon � /9 ¢9.2J h y o M1 e_. Pca`ice .9ccess' O,aevii�y In A. G l:i-e Arn'Gi+x,e To m. o;c�i E.k.'sf Giode. \p 1 A"Y4 .9- c, - iLlin of -a I CONSTR CT101 HOTFo OCci-strict. A.C. Pa eme nt per Tyr cal Sec±:ion. 0, ConstLuct 8'1 A.C. Dike per San Bernardino Cowity Standard tN,. 117: QConstr ct "X" Gutter & Spandrel per San Bernardino County Standard No 1]'3. 0l Consi;rttct 8" Curb & Guttet per Salt Bernardir.� County Standard No. 11-;. iJ Overlay A.C. Pavement to center li.le. Remote exist.in, A.C. Pavement, e.....yr sw.� stare tM..w,,�•o.a �e �:� ..ass -at T /.�l//F• C%T Y OF 11AN /-/0 CUcf/M4 it/GA ST,PECT `� MFi�o l/Cr�FNT �L ANs f1rL GS/Or 'gV'9A OF ,4N0 TllL�C�iVS'�C�rl/� .AVEN'L�E P,4i?GCL �i4�' ;526 i' cfy Eng,�Ce,'-: �1Gd2 � — rzc.� �•�asy lksigried � r i7oi`e e� L✓i%r// e _ en"12ngii7eer - Lvnd S/irl�eyvrs I' 'qnz w/p ay yg 'c' Sf, 5* .4'3 O,cC'ln�i/,o�5 !/p,07a,'Ccr. ,ice n C/iecked By: ocwg. Ns n r Ken'n th 30A REDUCED PLANS 0 1 2 3 r3'1N'C'H'F1-.S ON tIGiNAL P-AN - ••:6:Y�5T ,v.c, rovemco: • Cuns/ O•�5' AC. Puveineni G+/',-- e-aipocAe Nohve sd-,k TYPICPG SECT/01y' slo. 4+eo re 5to. a wa 1 Contractor agrees that lie shall 3ssumL sole and complete respoiuihil y fo: job site conditions during the course of construction of this Project, inclu3i iv safety :)` ill persons and property; that this requimmentsball, apply continuously ar.-A not be Hai- ti ited to normal working bo--irs; and that the Contractor shall defend, indemnify -nd tr , hold the Owner and the End neer harmless from any and all liability, real or ali,;e in connection with :he performance of work on this Project, except*ng for liaoilit - +' arising from the sole negligence of the Owner or the Engineer. I r e 2 osa° ozz� 'Z � y .aae Joao' Pavement Oyer Gampacf`d lvaliSio' Fufure A•C. Paucmtiif rt/CiciN.S'TO!✓C- .41/E ESiTMATE OF QUANTITIES 1. /27.3 L.F. Vat:. Curb 2. 42 L.F. 8•° Curb 3. 466 L.F, Er - Curb & Gutter 4, 1575 L.F. 8-+ Curb & Gutter 5. X-Gutter S Spandrel 6. 353 L.F. 8t1 A.C. Dike 7. 96A5¢ S.F. A.C. Pavement 8. e547 S.F. ar. A.C. Overlay t2e Tons) 9. 3094 S.F. A.C. Removal 10. 'Lump Sun Ea.tnwork !/. 3 Cocci Gino% ,t'oc.Ecrs /0, Gui,i� Sum Tice' PeisivYa/ N• End Gc�d .Pef., NGL.` Col H%%$yoe iPC F!/iv`. Came.%ic/, 9fieef c=/evofon � /9 ¢9.2J h y o M1 e_. Pca`ice .9ccess' O,aevii�y In A. G l:i-e Arn'Gi+x,e To m. o;c�i E.k.'sf Giode. \p 1 A"Y4 .9- c, - iLlin of -a I CONSTR CT101 HOTFo OCci-strict. A.C. Pa eme nt per Tyr cal Sec±:ion. 0, ConstLuct 8'1 A.C. Dike per San Bernardino Cowity Standard tN,. 117: QConstr ct "X" Gutter & Spandrel per San Bernardino County Standard No 1]'3. 0l Consi;rttct 8" Curb & Guttet per Salt Bernardir.� County Standard No. 11-;. iJ Overlay A.C. Pavement to center li.le. Remote exist.in, A.C. Pavement, e.....yr sw.� stare tM..w,,�•o.a �e �:� ..ass -at T /.�l//F• C%T Y OF 11AN /-/0 CUcf/M4 it/GA ST,PECT `� MFi�o l/Cr�FNT �L ANs f1rL GS/Or 'gV'9A OF ,4N0 TllL�C�iVS'�C�rl/� .AVEN'L�E P,4i?GCL �i4�' ;526 i' cfy Eng,�Ce,'-: �1Gd2 � — rzc.� �•�asy lksigried � r i7oi`e e� L✓i%r// e _ en"12ngii7eer - Lvnd S/irl�eyvrs I' 'qnz w/p ay yg 'c' Sf, 5* .4'3 O,cC'ln�i/,o�5 !/p,07a,'Ccr. ,ice n C/iecked By: ocwg. Ns n r Ken'n th 30A REDUCED PLANS 0 1 2 3 r3'1N'C'H'F1-.S ON tIGiNAL P-AN N• End Gc�d .Pef., NGL.` Col H%%$yoe iPC F!/iv`. Came.%ic/, 9fieef c=/evofon � /9 ¢9.2J h y o M1 e_. Pca`ice .9ccess' O,aevii�y In A. G l:i-e Arn'Gi+x,e To m. o;c�i E.k.'sf Giode. \p 1 A"Y4 .9- c, - iLlin of -a I CONSTR CT101 HOTFo OCci-strict. A.C. Pa eme nt per Tyr cal Sec±:ion. 0, ConstLuct 8'1 A.C. Dike per San Bernardino Cowity Standard tN,. 117: QConstr ct "X" Gutter & Spandrel per San Bernardino County Standard No 1]'3. 0l Consi;rttct 8" Curb & Guttet per Salt Bernardir.� County Standard No. 11-;. iJ Overlay A.C. Pavement to center li.le. Remote exist.in, A.C. Pavement, e.....yr sw.� stare tM..w,,�•o.a �e �:� ..ass -at T /.�l//F• C%T Y OF 11AN /-/0 CUcf/M4 it/GA ST,PECT `� MFi�o l/Cr�FNT �L ANs f1rL GS/Or 'gV'9A OF ,4N0 TllL�C�iVS'�C�rl/� .AVEN'L�E P,4i?GCL �i4�' ;526 i' cfy Eng,�Ce,'-: �1Gd2 � — rzc.� �•�asy lksigried � r i7oi`e e� L✓i%r// e _ en"12ngii7eer - Lvnd S/irl�eyvrs I' 'qnz w/p ay yg 'c' Sf, 5* .4'3 O,cC'ln�i/,o�5 !/p,07a,'Ccr. ,ice n C/iecked By: ocwg. Ns n r Ken'n th 30A REDUCED PLANS 0 1 2 3 r3'1N'C'H'F1-.S ON tIGiNAL P-AN