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Home My WebLink About998w R/w 40' D' 32' l 5 6.5' 20 b 212' 40 ' --' f 0f1r� n� r: R/W CONSTRUCTION PLANS FOR THE IMPROVEMENT OF TYPICAL SECTION 6KADE ro./Obm E.t'/ST• 6R01-/iV0 AT e1W /F W,# TURNER AVENUE EX/ST. GROU�tIO .4801/£ 1 B' TOP OF WAL L s ' A'10A77AR CA p N. RAv S. R/W 70 , SLUMPSTO/VE - _ 3LOCk WALL y 4\V� .:. -. .. o 19 *--A00 1 EXTRA 40, 4,PSE OF BL OCk /ZWI"MrALI 4de041N0 S/OEWALk AT S.W. Cmmeg OF STREET 8 � ✓✓ s/ 8 /NTFRSECT/O�t/ AS EX/ST/NS 640UND WALL DETAIL YAR/ES AT R/W g'; - .�'L t5 r AS EX/ST/N6 GROIJAID GRADE TO ✓O/N A.YAR/ES AT A -/W ti 7 (i RADE ro 101A1 TURNER AVE. Al AIW TYPICAL SECTION MAIN STREET 66, J 94 ' EX/ST/NG /MROVEME/VTS _ -A CONST, VA,?Y//VG NE/GHT RETA/N/AVG CURG5 AT BOTH S/DES OF AQ/VEWAY j S. RiW � r SEE DETA/L 4 NN J % Ex/sT.' GRouAIo TYPICAL SECTION FERON BLVD. 5E CTION A — A STA . 25 t /2, 50 FCRO/V BL VO. r - FROM A.T& S.F/R.R TO FERON BLVD. FE RON B_LV ), FROM STA.24+87 TO STA.26+62.93 R n ini CTDCC7T FROM 195 FT. WEST OF TO TURNER AVE. I MORrAR F/N/SH ALL EXPOSED SURFACES 18 � N � N EX/ST 6R0LIA40 6RADE AS' NEfESSAey SHEET NO - DESCRIPTION LOCATI ON „ TO SAT/SFACT/ON „ DETAIL B of EN61A.16ER No I ___-__-__ TITLE SHE.FL /VOrEs oerA/1_s, RETAINING CURB mm� STEPS PER LAC RD STD. 33-01 EXACT LOCAT/ON TO HE DETER"/&ED ZO .SLL/*JJ°STUA/,E � SC L.1►�PSTAS/L WALL _ _ La.rwAL L O Oe Pc'EV,1A� o.� _( . • SID - • NAME TYP/6211- S5C77/0MS, SPACING CD,c/ST,QVCT/D�c./ .CJaTES � EST/M9TE e/�Qr1A�vTiTiES QUANTITY V/C//V/T Y MAP REMOVE EX15TII.IGI CLj1E8 1 Cd1rEZ To NEAREST C0&I6-rIEL4CT1CW .Jo[WT. N° 2 -------- TURNER AVENUE FROM A. T.0'S.F. R, R. RIW PGG watt VVM41, I le 144T OF WAY. L.S. (STA, 3 t35. 84) rO M. /0�.57.51) N2 3 - - - - - - - MAIN STREET a ------ FROM 495 Fr. We.Sr OF rO 7111RiVEP AVE, 116iLF. FERON BLVD. ----- f'Ron� SrA, P4 -P&67 7V JrA, 26f62..�3 N-1 4 ------- STRIPING PLAN }`COIJSTWel N° 5 to 7 ---- SEWER LATERAL INSTALLATIONS mm� STEPS PER LAC RD STD. 33-01 EXACT LOCAT/ON TO HE DETER"/&ED ZO .SLL/*JJ°STUA/,E � SC L.1►�PSTAS/L WALL _ _ La.rwAL L O Oe Pc'EV,1A� o.� _( . • SID - • CONSTRUCT ION NOTES FOR STREET TREES: I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPEC' ION AND ACCEPTANCE BY THE ENGINEERING DIV. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREETOTANICAL NAME COMMON NAME SPACING CD,c/ST,QVCT/D�c./ .CJaTES � EST/M9TE e/�Qr1A�vTiTiES QUANTITY til REMOVE EX15TII.IGI CLj1E8 1 Cd1rEZ To NEAREST C0&I6-rIEL4CT1CW .Jo[WT. /30 f LF 4Z QEMOv¢ EXI5TI",c; R.C.C. WAuc, DIENE APfIROACW, f FbV_Tia"(S) ol: Ex157'I"6 2 EACH PGG watt VVM41, I le 144T OF WAY. L.S. REMOVE Ext6TW4 MAIL BOX PO4f. I EA. l�r} F-EMOVE f RbLOri►'tE oe IftMOVE EXISTI"4 CUA.W LINK FrUcE }4!;ATr:6S) 116iLF. CdNST2t4cT 86 P.C.C. curg WtTN Qu" RG.C. l.,twrire ?Ce CtTY OF QAMC#4o CaCAMakl6A STD. DV-A'I. Q0. 164, A2- $, PR6V)DF- 4UTIFf TJZA aiSITbIJ(S) -ro MA76)4 E)(1STIkj,-7. (301 L.F }`COIJSTWel RC.0 DRIVE APP26460 PEQ GITy, OF FAWC440 CUCAMO"evq 67n Dove). No. 101 , i YPE 'c', w= 3s•ao', 2z9.Oe) t{5o SF —C605TIVI.CT Re.G K/ALK. 19E12 CITY OF 1=AOC40 C cAMopeA STD Ovu4. IS& 163._ Sf2 6.7. t{B SAW-CtJT i REMovF Ex)STr>J< A.C. PAV>`"FOT W= Z.00' mW. F¢oM Pl?apOSED Eor a Dg CtuTTEE. 3-y0+ 5-r- •F.CdmSTRUCr 64 m e_,TR UCr4" M/ti!/MI A4 A e. AV VEMEAlr 6Veg 4e"M1A_/1M4/M �OI,�,LE4AtE 845 . 260-' 5.r. `i&_1M57,0U_ /S 4OLCOA) STREET 7)!ZE, A_rZ S%eeg7'745�5 SC�IEDUGE f CONST�i/Gridc/ NOTES NElLE-ON. Z FA 51 1 rl15TAGt 5800 L UME,u5 , &P S. V STebf T Gly s/T 6Y. S.C.E. APrP fat i Coo a P/A1 �lTED 7IC BY Cv,v,9ero,e, 46AJEew Caur2�,tTOIC sr,141e BE eF,?4J%e6o 7o K1ST;Q16 yuV N115 -C. Fwcle ifiES ("/.E , Co vel"rs, Erc,) ,os O/eEcr£O BY S'.CE I FA• Q: coA1S7RUCr4"PC.C' CURB W/rH29 SCC. GUrrzq ,x -w CUCAMOA/GA STD. 0616. ala /Dy TYPE AZ -d /70LF 53 : COUS7-RUCTP.40 6L/77ERPER oErA/L, SNEET3. 25 LF CONSTRUCT ION NOTES FOR STREET TREES: I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPEC' ION AND ACCEPTANCE BY THE ENGINEERING DIV. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREETOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY FERON BLVDf PYRUS CALLERYNA BRADFORD PEAR 20' O.C. 15 GAL. 2 EACH 'BRADFORD' REV/S,o"SB�. T CONSTRUCTION ' NOTES B{t0, /Nc. 1 Exp. a��2s PLAN S� BOO7 ARROW ROUTE, W17 -E /20 , xp. 3131104 STEPS DE TA � L RAN O CUCAMUNGA � c4. q/73o \ �� cw�� l f0 ,111g 34 D �_ C- � ��p2 /O ---CLEAR, GRUB, EXCAVATE & GRADE AVENUE �Iw 11,0w 4d 4 0 a --PROTECT IN PLACE TURNER V 'OoNAt R BR�KS FGF Qig29 LXX 3�3ijG7q a --TO BE RELOCATED BY OTHERS ' REMOVE ..f TYPICAL DRIVEWAY APPROACH �oE"0 EsZ7� TURNER AVENUE ,r/O SGsi L E p ^ � M�e•�� wvrr.+ur g If ?U LNZR E] CEN _ I • 'r•-•ter--•� r�rm'i VICl/V/ r)` ",�P NO .SCA LE QEXISTING SURVEY MONUMENTATION 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDIS) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: W606 1l�ill o+ , DATED DAIEL E. UERP.A, ..C. 29224, EXP. 3-31-03 REVISION BY: {yl{�pQR`)I E `1 aIU/Yy`c 8331 UT CAA AVENUECSUITE 150 RANCHO CUCAMONGA CA. 91730 (909)987-4306 u�, O y ;cc No. 19114 C IV UTILITY NOTES THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUC'T'URES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN. -THE CONTRACTOR SHALL CALL THE FOLLOWING UTILITY COMPANIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION.: General Telephone Co. (714983-1811 6ucamonga Co. Water District (714987-2591 bo. California Gas Co. (714}-884-9411 Oo. California Edison Co. (71.4966-586 i I Underground. Service Alert Coll:•TOII FREE 1-800 .422-4133 TWO WORKING DAYS BEFORE YOU DIG o -RELOCATE AS DIRECTED BY ENGINEER —SAWCUT, JOIN, & FEATHER 7�CONSTRUCT 8" P.C.C. CURB & GUTTER PER CITY STD. 303 $�--CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD'S 310 & 311 &—CONSTRUCT 4" P.C.C. WHEELCHAIR RAMP PER CITY STD. 310 /O ONSTRUCT VARIABLE THICKNESS A.C. OVERLAY // CONSTRUCT 6" P.C.C. DRIVE APPROACH PER STD. 305 OR DETAIL SHT. 1 AS A/OTED. /2 CONSTRUCT P.C.C. SPANDRAL AND CROSS -GUTTER PER STD. 308 /3 ONSTRUCT TEMPORARY A.C. CURB PER CITY STD. 313 14 ADJUST MANHOLE TO GRADE PER CITY STD. 512 /5 ADJUST WATER VALVE COVER TO GRADE /!o CONSTRUCT P.C.C. STEPS PER L.A.C.RD. DEPT. STD. 33-01 & DETAIL SHT. 1. CONSTRUCT 2" THICK A.C. PAVEMENT /g CONSTRUCT CHAIN LINK FENCE & GATES PER APWA STD. 600-0. HEIGHT TO MATCH EXIST. /9 CONSTRUCT 4" A.C. OVER 4" A.B. PER STD. 201 AND TYPICAL SECTION SHT. 1. 20 CONSTRUCT SLUMPSTONE BLOCK WALL PER DETAIL ON SHT. 1. �—CONSTRUCT C.B. NO. 3, W/LOC. DEP. PER STD. 504 �—CONSTRUCT 21" R.C.P. STORM DRAIN W/BEDDING PER STD. 513. MODIFIED FOR CONCRETE BEDDING TO 4" OVER TOP OF PIPE 23 CONSTRUCT 4" THICK P.C.C. 24 ONSTRUCT 3" A.C. OVER 4" A.B. 25 CONSTRUCT 6" THICK P.C.C. �G ---CONSTRUCT CONCRETE RETAINING CURB PER DET<i/L �B"D/V SHT. 1. @ —BREAK OPENING INTO EXIST. WALL AND REPAIR TO SATISFACTION OF ENGINEER 28 PROVIDE 10 L.F. OF CONCRETE ENCASEMENT, PER ��,(BLANK)_ ,A yC y� -SOVTNERN CALI ORN A ED'ISOw OMF NY t CEI)N STANDARDS FCR HURILD CABLEIN CONDUIT (CIC) (INSTALLATION OF STREET LIGHTING FACILITIES AND CIC TO BE INSTALLED BY SCE) 2 REVISE ORIVE AFrROAC// AND VACA7Y ALLEY ON SNFrT2 PER DRC2003 - oo32b BY 5B*O, STREET IMPROVEMENTS PER C.UP. 98-30, AS NOTED HERE -ON I AND SHEETS OF 7 BY DAN G')ERRA AND ASSOCIATES 4-26-2000 3 - DESCRIPTION OF REVISION CIT` DATE APPRON CITY OF RANCHO CUCAMONGA TITLE SHEET TURNER AVENUE MAIN STREET rr.70AKI 931 %/n B. M. I /// —A • CL V. = AM 067 AT N. W COR. OF A/. WIAIOWALL AT NE COR. 5 nA- ,d/U0 L - 55.,2¢ 1 �t TURNER AVE. • FD. CONC. NQ /L /N CA//S. 50. R3)07 a/P 0 d/p /NORTH OF 0 8iY STI /2 FT. E. OF 4 Tll,PNER AVE. 44.5 Pt 'p 50 Oc' SOUTH RAIL Of MA//V UNE 7ReAC -S, ,4N0 2 L .54 O. C. 7/ FT. QEww TRd ces 1,31 I��ii�l�1 sl�!l�� ■�11�1�11■:�!l i '®r. soon ISM Z 74 low ■MMENEEMEMMEMSEEME tot�. '.DOME t ■EESE 1NONE - ■RMO St.'s�� ■■ � � � � �� M OEM P ■10 l ' � �1��1� ��'�� li�'I�i�l� `:� ."" �� _0�� - ��: a,. i :1(;7i MENS NONE mmMmmmmMMMMMMMr.M 1 MEN I 1 a ', ': ■1 01,E k'Z� 13�`11�1 • . • • � .1 - .": � i�s�Cssssssssss q MMM ' ' NON 1 sommossommsmmo�l EME ONES■ Nowa 111111111.6!.%9� ; MEN � N RESIN -ON 0 low ��1� �� Emummmumm_�� I.m"Nome, _ � 1� . �1. �� :, , loom MOM M mMMmmmmMMMMMmmmM NONE 1 11m:u 01I MENOMONEE EESE 1MEMENNEENEEMEMMEEM� 111MM EMIR. SEMEN tai1>i��essss=t�s!•ii.(V �.�� .�� ..�.�.E� !1 ■ �� 'a• � :.:,' ' :' �M .� - ME M M�m � so O M WOMEN. � � � .. MEMMEME M NN mmimmol, 1,31 I��ii�l�1 sl�!l�� ■�11�1�11■:�!l i '®r. soon tot�. . -MENNEN 1 No NES � a ', i�s�Cssssssssss EME ONES■ NONE see MEMEEMEM Jlotimmmml.mmm a ss � 1 NNW MENOMONEE EESE 1MEMENNEENEEMEMMEEM� tai1>i��essss=t�s!•ii.(V �.�� .�� ..�.�.E� !1 ■ �� 'a• � :.:,' ' :' �M .� - ME M M�m � so O M WOMEN. � � � .. MEMMEME M NN .� fimmmbmmmw�_ ow No 1mmMmmmmmmmmMmM1P. Now I EI Uas moommum O's NEEMNEEMEMEmmum � 1■��.. • I d I NEMESES _��'� ., s ��—��>� _�� no INEMENEEMEMEMEM a 11_ _ muISSmams �1 M1 ! � . ��,ai��•��!l�Il�iljlf �I !t ,�iJesr =Sljtlii'�i�l�I�� _ - - T ---- ------ — Q '� ` ' 17 /8 1 4i\� 1-'Y �-,� SEE SHEET /Vp 3 " /Z 2 �PROTECTGINBPLACEAVATE & GRADr 1� i /7 I - - - - �TO BE RELOCATED BY AFFECTED UTILITY. 0 G 5. /V43� Wt /f I i 1 b h v 1. 2 4,2 D 1-4 /7 I ' I Q r II C��RQ iPE'T tj REMOVE . cdm y a SEE : 51.1=7_/V' 3.� p O Z �` I I IRECTED BY THE CITY ENGINEER OR REPRESENTATIVE- 4'j- REMOVE- .'0- G 6' •ti �; I RELOCATE AS D -, i ,- - -+ - - �•- a1, � h€ � O� � �$ ( �r.� e. b ! II 2 'h Hti D ?o n Q ♦ 0 343� I I o • , to SAWCUT, JOIN, & FEATHER -- j 0 3 Q 0 �I' ♦ I "� N� . t A!L /6 3 p -- (d %O ?✓ 52" ; d iC� -'/'f �71--CONSTRUCT 8" P.C.C. CURB & GUTTER ,PER CITY STD. 303 - V K\ /6 N y I R-35, r� 0+ 0 0 V `I tp i i o % 0 W 1) 7 V I 4` $a—CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD'S 310 & 311 L_ 5.5 24, L=54.71 , 9 ONSTRUCT 4" P.C.C. WHEELCHAIR RAMP PER CITY STD. 310• 3 t . to I t �. ,� , �c /f 2� t 0 W v V h I ( II I I 7' 35. a -C 5 \bq� i I I �T 94.74 N; � �; +5 ,, � � t . � � '� o � Z .� ''� M t�'• � 2 h ��: � 3 .� , � -�� v � �� I ; � CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY- -CONSTRUCT 6" P.C.C. DRIVE APPROACH PER STD. 305 o � � " 5 � , � .>, � ' � �� W � � � � •, �t � n 3 � L ' � v �, o `t � �, i � �I o 3 a a �I l l � € � `j I V 4 y ,�• II �,�. k' b, 3 > VI } I I \ �`� DETAIL SHT. 1. A F f ,3 i vi I v 3 a �I vl:� s v a U'il �I b''� v •��! ti 'v� ��'� ilii ►. �i 3�° �� zI Va ,� �` � ti �� ; �, � /2 ONSTRUCT P.C.C. S PANDRAL AND CROSS -GUTTER PER STD. 308- t ., �. �• �. b, p. y, \ bf ^ 0 +. 4 V Q 4 v +�: `i U I ` 0,� �' \ �I I ( h /3 CONSTRUCT TEMPORARY A.C. CURB PER CITY STD . 313 V ,�� °t3 'o iC �' � �z � � � x' 3,3 � Q) I h � .� 4i 3 t I tQ `�II I I /y ADJUST MANHOLE TO GRADE PER CITY STD. 512 n r o f 1 W I h i ADJUST WATER VALVE COVER ,TO GRADE /(� CONSTRUCT P.C.C. STEPS PER L.A.C.RD. DEPT. STD. 33-01 & p C v d' 19 DETAIL SHT. 1. /7 ONSTRUCT 2" THICK A.C. PAVEMENT• �-CONSTRUCT CHAIN LINK FENCE & GATES PER APWA STD. 600-0. HEIGHT TO MATCH EXIST. ? 0 �} r ' , 0 ,�� , t I ?0 8 f 8 ; EXIST- -SrT. IMP'S. �, - G 111 ) % ' ; P 4i� 9 y 1 (r t tt �� y 8 , ` 7 tf� y '¢ €ZA PER T,P• 91Q1 �-CONSTRUCT 4 A.C. OVER 4 A.B. PER STD. 201 AND TYPICAL a 1 i iq f' V. B 1 y, , I ), t 4 Q ' SECTION SHT. 1. �• J r I s 1.S t, . 9. 8 Di B o Y /(�/ /F/LE N 57B t I / i "�� t!a s, ✓ ' t I ) t / . / I! % �. ' f ) t ®—CONSTRUCT SLUMPSTONE BLOCK WALL PER DETAIL ON SHT. 1. ff' „ G•f' ! -- -- - -- - �: i -. : L. / . . _ ._..._. _.._.._ - ........ _....... _. ___ _._ _...._ _.. - _..... ONSTRUCT C.B. NO. 3 , W/LOC . DEP. PER STD. 504 - 0 - I I +-� r - +>»- }� 1 ? - `- i— — — A — — — CONSTRUCT 21 R.C.P. STORM DRAIN W/BEDDING PER STD. 513 r _ . g. •- ' - _ 1 � _pn . pP - . ,. ,, .�_ 0.yE= _�� ___,.,.. - • _.J_.� ,. �, r:. , 1 k -., - ,'fly,, - ..�.. _- � _._ -.. _.....___-. _ _ --- — -- ---..._.MODIFIED FOR CONCRETE BEDDING TO 4' OVER TOP OF PIPE i __...;.. _7--- - EXIST. WALL AND REPAIR TO � ..-_,-_ •-�- _: __ Jt /O f : ,-'r�-' ,,., � � ; ,, �,; B N! -.�;� � BREAK OPENING INTO GOrX. >•��-'- s �rY ., ;:�,,� .._ w f :. > h.. , _ .� <.. _ 3 ,, _SU - ,�•h SATISFACi ION OF ENGINEER - Ix/ d.. -r t - .. �. � r� : r 1, + ,,. ♦r y .tai ;s ... 7j %, > __., 4 _ .f % I�.` kl � ��;; • � .€/3. / fy'' " P' --c PER � � ,, � , � l9 ,. 1 � f E,-,'� .. �4� 3I ,. � l9 15�t,'?-`•s,, •% tt0 �?° a tt�;�' i 3 r!' i��' g /9 1 j c�' I I cr /$ ,;t�9 i�y, � / 3 �1'' ��:/ �y �J (p)—PROVIDE IDE 10 L.F. OF CONCRETE ENCASEMENT, _.. F L. A.C.F.C.D. STD. 2 -D -251 - "VI N ��' ¢ J? ,� s.' F 3 I t - 31 EXCAVATE AND BACKFILL TRENCH IN ACCORDANCE WITH SOUTHERN ,i 1 �� v s r I (tt` t ti' r f . _ 1 _ry- t �I - _ ,� �, � ,, �,x: ,�.�; ,. ,F .,�, � ,, _:. „,g ,__ ,> _ ___�,-..� __ _. o s,�,, CALIFORNIA EDISON COMPANY IS CE) STANDARDS FOR BURIED 4/ REMOVE EX/S77MG CURS AND ,? 7a t) s -; - , =. ? - - _ - ti _ s «� 1 \ s .� ~ z O -� x �' ff, , � CABLE IN CONDUIT (CIC) (INSTALLATION OF STREET LIGHTING A/EdREST CoNSTRrJLTioN JO/NT. l 0 _. 4�A5 hV I �l p�L ZJ '.t�-- O — -',°„ "+..r`,.-- e'f---1� 5--'- .'roo • `,-- - ----- - ,.?.►`„�- --Y,ca - i► r --��#�/z's� INSTALLED BY SCE) ! , t€ ,€ .__,......_.. FACILITIES AND CIC TO 8E S 42 REA10VC EXISr�1VG RGC. RlAt OR/UE �r2 4 < < € O �) "\ t3 i / o�Q - ( :g_`�� j` PROPOSED C C W D 10' WATER MAIN �1PPKOACN ArVO foRTIDNS QFFXlST/NG BLGY>rC !l_.�-� "I{ - •• ; _ � � r ..• __ .. _ ., _ . _ . :'J J ,-... t t � . , ��!� b , t t p ff ,.:..�.... ..�.-�0�1 . (i I'tt 1 �y - WALL GV/�/N 061(r Gam' WAY ., i \r• .19 �4.) i yj �j L.., :•/ ;): /"' €� \-' , t,/ ' ) T I tt/� '� I �• t i 1 I .-_ I I , ,�L t/l ..+t! r= `C, `\\ I Wit? ! o ..,_ �^ r `.i. /3 REMOVE EX1S7A(6 M,P/LBOX FbST. e {k ® LDA/STKUGT B P.L.C• G[/RB K/�2•l P.C.G. !:(,� I I I I t `!� \ I q L 6 I' i I . I �.RE ISE DRIVE APPROACH N ACA7� TS7A7_10A1 PFR C/7Y OF RIA -jello �cle4MlwL-A S7D. DWG. Ivo. I I 22 €1 . I I j �: S t r k o 2 I •tom ,, I 4. i /04 4P -B PXo✓rOE GMK T/ZANsiTiaN M!lTLI,/ EX i t I I •, �� tl p (� Z� �, c f� I q IY H A O Y �tl1EY A l �- � � �, w ' \ .i '� �,� ,� �''� • :�: � � � � \ � ., 7 `�� 7+95.9! PFR ORC2Ct�3-00528 gr sago. �- t-G-n�� F p o q O RAS D GUGAO G R,PI✓E Aof'ROAC OPS L17Y Gig � 0}� Q `� $ 3 ( I 0 t ` �' N •►. ♦ D `��01 I e � ( Q ( I \. q SV f4 6, AV FEC 1 p � \ � i;., �: ��l1 � � .� � c �? z; a , � , o� � � I � I � � � < I � � `� � � N , ; ih b I �`� � � 1 p, a i � 3 � � DESCRIPTION OF REVISION CITY W3S R-8.a� 4 C (o DATE APPROVED QCaYSTRUCT P.C.G. l .4 K /2X CITY GF R, lellO t j � •� D \ b �; � t � � � ` �• � +4 � e � �' CULAAAOA144 •571/ DWG. A/D: /03. 1` 0 p D , '� 1 O >► h p ti d: �! ►. b;` t ( 'h . 4 Y o r o o e ti �. CITY OF RANCHO CUCAMONGA V: �} t: 1 ,(9AMPZ tV e elS 1,V6 Gf/Q9£A.' ME7�',Q �R Ge;f1,V � � R ` ^ � V v ♦ i� b I 0; t V t^ ! �': V v p b i W til a 1 t +� �I REC1lJiPEMEAl7S. . oh t,c ON' L: 3��,��^v ti; . c by sj PLAN AND PROFILE p0 4, n �t� dl `�I ! t�` N c n V bj �{ h�, a 8. o `I�z , �:, �� , I �: v RNER AVENUE= 3 t T p N e V 0 i ti y C 4 `+. 0 I M M r v 0, u. �__ >; ♦ `c' ` \ j 1 t' �` -- - ---- -- v FROM A.T. bl S> F. R.R TO STA -10+5751 '�l r v � ,`�li �i� �'� � �; v o ,�' ,-t ��; �I ,;�►,�: 3 �k � oo ��I yo�+ �.) `I � , • tip � '� v 0 �) °� 4'� an v,I � `, �� _ � � p o � N � �. T � �► x M' o t h ` � 3�0 �tl h �� `M 'VI� �� ,vl�, ,a`�� ` � �, 0 , ` � c f . � � P,� �� `�- \, � Q�' `; �I �, �. L� �' 2 � � 1I M h APPROVED 8Y DATE /0-73—SS ]NOTE. . Proposed Sewer Installations 1� CITY ENGINEER R.C.E. No. 23669 Please See Sheet 5 \ DESIGN v RECOMMENDED Quo Fc Q,.re>h� We DRAWN SHEET rZ1�t�CR AVE. o No. 41829 RE- , AC * Exp. 3131104 * � OF PaVALO R. 61qX,15 k4E 4/B19 EXP. CHECKED R.C.E. No. i7 DRAWING NO. sr p2 F OF G"'�� , WR DATE FILE N0. loly-O/ It B. M. I 111 -A EL.EV e ZZ/0.0-6 ATN W. COR. Gly W. WIAIS VALL Ar NE. CLIP. 62rN AND TURNER AVE. ; FD. CO/VC. IVA/L //V CA//S. 547. 23 FT. AC19TR OF Q T& 57 /P FT. E. 49' E0 Tl/R/VE!? AVE. 4W SFT. SD. ac 5ovrH �P,l/L OF MA //V L.//VE reAiv<S� AA1P P - FT. BELOW TRACIeS. TURNER AVE. IEE sf1EEr 2 ,41 V 1i U LOr L/NE J F.;"044; JOIN EXISTINGGRADE {i i o �- �� ` ° I ALLEY SECTION / PPOVEMENrJ oo470 AfA /A/ Sr Tu.R�tiERAPE b �� L f __ ...-........ . ._. :__-.. — 53 ,,• .. I � �•,h 0---- �12' D • •�G• .1ti' tti� � h � � �o ` 1 � 114 AA 6 47 d ' *1fj }fix G _T_ • 1 Zzi , E � R W I 4 / 08 n N. NOTE: Proposed Sewer Installations I o v 1q! oIIQ I �i Please See Sheet 5 0 v' y! :� I '�VNIZ V 1' • d I I 4 a► t 0: jiSI X 4 Ilk v +� / �z - �6 2•�' � � ` JEE SHEET P • ' . t ' .. Ex�sr 2 2 3 2 a.:� . m FERON MAIM � TURNER AVE. i— RIBBON GUTTER DETA IL 42 N v L.v U nhi 3 a—CLEAR, GRUB, EXCAVATE & GRADE• 2a -----PROTECT IN PLACE �&—TO BE RELOCATED BY AFFECTED UTILITY - TURNER AVE " (5)—RELOCATE AS DIRECTED BY THE CITY ENGINEER OR REPRESENTATIVE- SAWCUT, JOIN, & FEATHER, ICONSTRUCT 8" P.C.C. CURB'& GUTTER PER CITY STD. 303: �—CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD'S 310 & 311• ` @ CONSTRUCT 6" P.C.C. DRIVE APPROACH PER STD. 305 DETAIL SHT. 1. /(o ONSTRUCT P.C.C. STEPS PER L.A.C.RD. DEPT. STD. 33-01 & DETAIL SHT. 1. I[j 9t ,1 /7 ONSTRUCT 2" THICK A.C. PAVEMENT. ONSTRUCT CHAIN LINK FENCE & GATES PER APWA STD. 600-0. HEIGHT TO MATCH EXIST. /9 CONSTRUCT1 4" A.C.. OVER 4" A.B. PER STD. 201 AND TYPICAL SECTION SHT. it ,rres�a.lt•9JFERCJet/tTLVD• �-CONSTRUCT SLUMPSTONE BLOCK WALL PER DETAIL ON SHT. 1. ;,� � /atvo Tt/,�',uE'R.Rti/�. o --CONSTRUCT 4" THICK P.C.C. �4—CONSTRUCT 3" A.C. OVER 4" A.B. �' 25 ONSTRUCT 6" THICK P.C.C. " Q—CONSTR;;CT CONCRETE RETAINING CURB PER DETA/L' "By0A13NT. j, . d EXCAVATE AND BACKFILL TRENCH IN ACCORDANCE WITH SOUTHERN 1"P•� � Gi �ITfEIz To ).16A�GSr (�FCALIFORNIA EDISON COMPANY ( SCE) STANDARDS FOR BURIED CABLE ��• � .��- _ --- F, 9 � ( �gMOVG EX NS'�u.JGt GtaC>s ' a �CD�STLUGTtora Jowl. IN CONDUIT (CIC) (INSTALLATION OF STREET LIGHTING FACILITIES AND CIC TO BE INSTALLED BY SCE) REMOVE EXISTING P.C.C: WALK/DRIVE APPROACHIS) b -4 PORTIONS OF EXISTING P.C.C. WALL (WITHIN R/W). REMOVE EXISTING MAIL BOX POST. REMOVE & RELOCATE EXIST. CHAIN LINK FENCE i GATES. CONSTRUCT 9" P.C.C. CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-9 (TRANSITION R' GUTTER TO MATCH EXIST. PER PLAN). <: G�_ CONSTRUCT P.C.C. DRIVE APPROACH PER RANCHO I CUCAMONGA STD. DWG. NO. 101, TYPE "C', W=35', R=9'. STREET IMPROVEMENTS PER C.U.P. 98-30 Q BY DAN GUERRA i ASSOC. �• �' �� CONSTRUCT P.C.C. WALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. C fTY RySAW-CUT 9 REMOVE EXIST. A.C. PAVEMENT IW=2' MIN. DESCRIPTION OF REVISION DATE APPROVED FROM PROPOSED EDGE OF GUTTER). F_CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. MIN. CITY OF RANCHO CUCAMONGA � INSTALL IS GALLON STREET TREE, PER STREET TREE PLAN AND PROFILE SCHEDULE AND CONSTRUCTION NOTES ON SHEET I. MAIN STREET' C � m SI INSTALL STREET LIGHT, 5800 LUMEN, HPSV BY S.G.E.. L° �• PAID FOR AND COORDINATED BY DEVELOPER. € ROM 195 FT. NEST OF TO TURNER AVE. SZ CONSTRUCT 6" P.C.C. CURB WITH 24" P.C.C. GUTTER PER O, RANCHO CUCAMONGA STD. DWG. NO. 104. TYPE A2-8. FERON BLVD• @"CONSTRUCT P.C.C. GUTTER PER DETAIL. . . .SEE ,S//EET N� P TURNER AVE. zt ALLEY VACATED PER DOCUMENT NO. 20000096332 RECORDED ON 3/22/00. FROM STA. 24+87 TO STA. 26+62.93 APPROVED BY DATE /m -Z3 -,5N �� .��► E ` 'dr f F� CITY ENGINEER R.C.E. No. 23889 �1 `' �'� DESIGN RECOMMENDED o: P 23771 �* W R Rf • �. C, . DRAWN SHEET Ct1't�- ..• ,1 � E Ac OF +f ' CHECKED DRAWING NO. R.C.E. No. 0998 Iy� DATE FILE NO. BENCH MARK I I I -A , ELEV• 1110.057 AT N•W• COR- OF W•WINGWALL AT N•E• COR - OF STH AND TURNER AVr-,FD- CONC• NAIL IN CHIS- SO. 23 FT- NO. OF STH ST-, 12 FT- E- OF !. OF TURNER AVE-, 44.5 FT- SO. OF SOUTH RAIL OF MAIN LINTRACKS, AND 2 FT- BELOW TRACKS• PLAN SCALE I" = 40' 7 � Oa ll D•I•P SEWER MAIN ------------ — 220 L•F- O2 -- —1 EACH 3O . CONNECT TO MODIFIED EXISTING * MANHOLE -- ------ I EACH PROPOSED STREET 3'P IN THE FUTURE --- ---------196 L•F• O CONSTRUCT 4" D•I•P• LATERAL PER CCWD STD- CURRENTLY UNIMPROVED 10077 L•F- OINSTALL 6 i NO-17---- — — --- — ---- —TEACH O ASTA I4Ir TO EXISTING BUILDINGS ----- — 453 Lf- F•(SEE (SEESPECIFICATIONS AS TO JOINT DETAILS) 97 -- O INSTALL SEWER BACKFLOW VALVE — — — -Z O9 INSTALL CLEAN- OUTS -- 12 IFACH �_. 5 6 9 8 8 18 0AA 1.45 8 � PCC 10083 7 -�_ , w 8836 Z Q `-t 1 N 8848 a. Jv ro Wa Z o VACANT 0 x 7 U � CL E w � x W a �a 8824 i 5 p115T. 10' 14AT1' R ij 5 5 - n _p 1001, � � N / I � EXIST. K" gEwrr� !o �6 TURNER INt' � A nn FwTu9E 4 FUTURE EXIST rt" vc•P- Fl EXIST M•H- I ----- - - I PROPOSED 8" D- I CONNECTED tit 63 U WIT. LATEIML I �a I Tb 601LOIN0 � . S IAUTtoN Lftj Y UNKNO N� FROP s eC) COQ, 4 60TrERL 5 WKM-C 4" WAT EIC.. -- — — — 2 �- O n Z N AVENUE 8808 III w' 14 1 I� p 10 II BREAK INTO EX AND RE-CHANN 1 11 le -7i a DETAIL "A" II CCWD NTS I \ PRaTT �T IEX> rGR i LL -- _____ r- PROPOSED e" R- z3 o} 0 sr W 1r U. CONSTRUCTION NOTES AND QUANTITIES Oa ll D•I•P SEWER MAIN ------------ — 220 L•F- O2 MANHOLE PER CCWD STD - DWG- NO- 18 ----- —1 EACH 3O . CONNECT TO MODIFIED EXISTING MANHOLE -- ------ I EACH O B" VC -P- SEWER MAIN TO BE INSTALLED IN THE FUTURE --- ---------196 L•F• O CONSTRUCT 4" D•I•P• LATERAL PER CCWD STD- DWG- NO. 15--------------3'S'S L•F- OINSTALL WYE CONNECTION PER CCWD STD- DWG- WG•NO•IT NO-17---- — — --- — ---- —TEACH O CONSTRUCT 4" A•8•S• LATERAL AND CONNECTION TO EXISTING BUILDINGS ----- — 453 Lf- F•(SEE (SEESPECIFICATIONS AS TO JOINT DETAILS) O INSTALL SEWER BACKFLOW VALVE — — — — 6 EACH O9 INSTALL CLEAN- OUTS -- 12 IFACH DESCRIPTION OF REVISION DATE CITY I>rR01 SEXIST CITY OF RANCHO CUCAMONGA M•H - - - ma SEWER LATERAL INSTALLATIONS U (BREAK INTO EXIST M -H• TURNER AVENUE /MAIN MEET AND RECHANNEL FLOOR COMMUNITY DEVELOPMENT BLOCK GRANT DETAIL "A" CCWD NTS APPROVED 8Y: DATE: 171- 37 CITY ENGINEER U011 RCE. NO.23889 DATE AP D % J N — DESIGN RECOMMENDED RCS/TBM �. BY _ __ IS I C N E E R E 34347 DRAWN SHEET CUCAMONGA COUNTY ATER O ISTRICT RCS/TBMOf ENGINEERING DE RTMENT CHECKEDCCl/ D W.o. 31f90 DRAW G N0. 9641 SAN BERNAR DI NO ROAD, CUCAMONGA, CA 91730 DATE FILE NO (714) 987- 2'S9 i C.C.W.D. DRAWING N0. 86-S2-1 . I b O (a v v V V y ct W. v v . 1,2 � O (a