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Q { 1 O ti ti O t1• O f i N Q f I I I ? I Q~NI N Ni NN ! i I �+ • j o "�" 1 ! I 14 f ! N MI$TALL I INSTALL IN TA�19*1 i ; f i i o p o I I i i f ' I 4 i f t if i NN N� ( + ( IN A t LF 2 31S LF 39" i j .. f• i CP Df-I6m ; e RCP D-1400 • j i _ ; ; r l RiCP p 100 R P -12 ► i f 1 ° ° i ff iNStALp. ' ; i i 1 f I ; r I ; l i i , • f t t ' i r i I t I i 1 I t t s f s t f 1 i t l ; f f 1 ft3" i r I 1 r L � i j i f RCP D-140 1 I I 1 f i iI I � t : PROFILE SCALE ' 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21.00 20+00 19+00 18+00 MMITER-PLAM 111` 1 ORA I N CONSTRUCTION NOTE! VERT: I in s 4 ft (A�--CONSTNUCT LOCAL DEPRESSION PER STD. NO. 5189 AND HORZ: 1• in : 40 1t DETAILS ON SHEET 10 (CASE 0 PER PLAN) 'EARL STREET' CONSTRUCT 39" R.C.P. `- CONSTRUCT 33" If R.C.F. J ASAWCIFT 8 REMOVE EXIST. CONCRETE I b�CONSTRUCT 27" If R.C.P. iN PKWY, AS SHOWN. THE CONTRACTOR � b9CONSTRUCT 24" R.C.P. SHALL CONTACT THE PROPERTY OWNER NOTE: THE CONTRACTOR SHALL REGRADE CONSTRUCT 21" R.C.P. ' PRIOR TO THIS REMOVAL 8 INFORM THE ® e LANDSCAPE THE PKWY IN KIND 8 TO OWNER OF THE PROPOSED WORK. THE SATISFACTION OF THE CITY ENGINEER 37-CONSTRLICT 18" R.C.P. ® LOCAL• �• 0 7 ®POSS. GAS LINE LOCATION, RELOCATE F NECESSARY �6�-CONSTRUCT MANHOLE "A" PER STD. NO. 510 EXIST. BLOCK WALL LOCAL RESSiON CONSTRUCTION G CONSTRUCT MANHOLE "B" PER STD. NO. 511 8 WOOD GATE �; ry i; AT EDGE OF EXIST. DRIVE APPROACH 1 CONSTRUCT JUNCTION STRUCTURE "B" PER STD. NO. 309 ` , ►I F _ 7 CONSTRUCT CATCH BASIN X13 PER STD. NO. 504 STREET STA. {+34.003 1 I , LOCAL DEP. 0 6 (W AS NOTED ON FLAN) / ®�— (W=28' ti SAWCUT AND REMOVE EXIST. AC PAVEMENT � STREET STA. i+OI.00t o -_ W= f ( 3 O ( ©^SAWCUT AND REMOVE EXIST. CURB AND GUTTER 00 w to LOCAL DEPRESSION CONSTRUCTION TO BEP iN t� ! i LAT. "M" EXIST. 2' WALL TO BE RECONSTRUCTED. ( oo W a I ®-CONSTRUCT AC PAVEMENT PER TRENCH REPAIR STD. NO. 312 015 % : AT EDGE OF EXIST. DRIVE APPROACH 21" o CL 5� I + SCALE : I" = 40' A EXIST. WATER METER LAT. "L" , 1 I 3 TOB RELOCATED18" RCP \ , i O p pig- Q o n, n Q H S.D. STA. 27+88.7 OI ap v I v p C6 — STREET STA. O+a1.00 LOCA DEP / S I I 4 '�' 6 '* 111- N ►` W ® W=12' CASE ..8.. 127 STREET STA. 0'.:7.30 v �;. .r!� m ftj l'. ►- 2 a m ® CONTRACTOR SHALL PROTECT I RC I i- LAT. "i(" do W= 0 0 ( 1 ~ 8/OR REPLACE PKWY, TREES 24 RC in u 1 i 8 LANDSCAPING IN KIND LAT "o" i SD. STA. 27+41.77 E.C. 1 M 0 18" RCF fit (Trp) r LOCAL DEP. 0 9 T RC - 2 3 - T T r CASE "B" S- __ = - -- ——-- - - -- -�. �_ _ _� ss.•s�t a: - - Z • STREET STA.27.95.65 - - - _ - _ ATER 'r _ - - - - - - - - -- - - - - -- -.-_ - - 39" P_ _ _ _ _ _ _ _ t T-9 RCP - - --- - --•- -- 0- - - - ---- . - - ... - V "• 39" RCP 1 � T � I +- �-- � - - - --- N89. 12' 3T" E3--- - -- - - - ' N89. 41' S1" E - - - - - - --- -1- - - - - -� - -- •� Ofo -1 ®JAKE TO BE PAID BY CONTRAE. ALL UTILITY CTOR DEVELOPER COSTSl0 8" yr STREET MANS S" w �"' 0 w ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ €> T_►v o_ 1 _ _ _ s Q -� � Z- wI— � � i= -.� i•G . r r �S���?i .�+ �i �� �3 �.. �� �� -� �� �T �i �i .�.Z �?i �i �i i iS i i its�i T� - ---- - f _ / --- -- - -- - - =- -- -- - - - - - - - - - - - - - - - - - - � F- ♦ PEA = �1 I� �,,. •► + ILS 11 S.D. STA. 23+60.19 L PT. «► S.D. STA. 27+18.21 / � \ S.D. STA. 27+06.43 B.C. CONST. M.H. "B" PER CITY 1 1• '• I 0. 29' 14" LEFT OF R.C. STD. DrvG 511 PEAR. STREET CITY OF RANCHO CUCAMONGA HILLSIDE ROAD SEE SHEET K) FOR PROFILE TRACT NO. 13728 PRMW �rnfse•G SUN w OF LATERALS C. L J, K, L, M. ' DONTRAOTOIt AGREES THAT HE SHALL ASSUME SOLE AMO COMPLETE RESPONSIBILITY FOR � " '•�� ,, —.,. �� STORM L7�AIN PLANS JO• SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAIFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT' SHWA i : � QRpfESSfpp4� APPLY OOITINOCUSI.Y AND NOT BE LIMITED TO NORMAL MOINKINS HOURS: . AND THAT CURVE DATAlip THE THE OCNTIRACTOIt SHALL DEFEND. INDEMNIFY AND HNCLD THE OWNER AND THE ENGINEER - HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IU CONNECTION MITA THE pERFOINMICE OF MOiC OI THIS PROJECT. EXCEPTING FOR LIABILITY ARISING Iy; APPROVED BY DATE FROM THE SOLE NEGLIGENCE OF THE CMRNER OR THE ENGINEER. THE EXISTENCE AND 1 5403913811 ►. , 1 AINNROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES sH�oMN ON THESE •5 21.47 11.63 � NO-C 2$022 * CITY ENGINEER 11.C.E.NO. 223!7 PLANS MERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC SEE Iris. THE .CONTRACTOR 2 60°00'00" 22.501 23.56' 12.99' SHALL POTHIOLE REFERENOEO UTILITY LINES PRIOR To CONSTRUCTION TO VERIFY EXACT 3 30"000100" tfy CIV` ��� 9E�10� C I CLAND r� RECOMMENDED LOCATION OF SAID UTILITIES. TO THE BEST OF OUMt KNOMLEOtE. THERE ARE NO 22.50' 11.78' 6.03' 4 '9l 0 �./ N ., N N LAND PLANNR,G ON THESE PL 4 ,. �,,. EDF CA��F ,l►, K w. sN»� •17�M tMN•NIS+t EXISTING IS REQUIRED UTILITIES OOTAM ME PRECAUTIONARY MEASURES TO PROTECT REV. C.B. LOCATIONS, BY CP LANGE ENG 'S, ON W/S ARL D Rj 11�N w, � s Mtl�t THE UTILITIES OR STRUCTURES SHl" AND ANY OTHER UTILITIES OR STROCTUREB NOT TO RECENT ADDITION OF DRIVE APP. BY HOMEOWNER �'�-�7y N.C.E.NO. 20022 Qi 1 1 OF RECORD OR MPT SHOMM ON THESE PLANS. M DESCRIPTION OR RE111010N *ATE ��� CMECKtO AUTM� /Z Q WMES i/31��07270 DR O^ —�A DATE ' JJ RIVERSIDE BLUEPRINT - RIVERSIDE. CALK. • q l7 71 71 r 13J6 CFS p= a • Qao ' 13,4 CFS 14,8.CFS 25.5 CFS 9.47 CFS 9.52 CFS �� Cfi ■ \ 23'57 CFS .60 CF IIJ ■ 0 CFS 13 CF3 1380 CFS A 12 S 30 . . 4'1 � --- - o t'►ZO CI3 Op . . , +,. EXIST; G e"i .,... _:. 0 SURFACE. .. EXIST, �' SAWA% . . . . . :. , . , Req+ 1.6 T 1 e t. } '` OVER �e PIPE OVER R PROPOSED b OVER PROPOSED ♦*1 EXIST.FIN SURFACE # 1 . iDVER PROPOSED MT I 9 CF MT "I : TLl CFS( ) 4` .. >.._. ♦�' t0/P . g 11 .-,c. . 0.SAT R�1i .. ... P `� c$ip �� ., _ ` : �L1°�. 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