Loading...
HomeMy WebLinkAbout2049 If PROJECT STREET IMPROVEMENT PLAN SITE BANYAN ST. HIGHLAND AVENUE (STA. 11+10± STA. 17+65±) 210 FREEWAY HIGHLAND AVE DAY CREEK BOULEVARD (STA. 59+50± - STA. 62+00.+) GENERAL NOTES.• HOLD HARMLESS AND INDEMNIFICATION CLAUSE 8Y BASELINE ROAD OWNER• Y 1 AIL MW 9W BF ASF N ACCYJMPIWW NO 7HEs£PIAN. THE a7r GF R4%m CYIC4AA7WCA STAAWS CMM070 AWfU IMT/C 9 W AZW SOLE fif701NSI99YIIY 7W 40709 OF MADOLE AND ASSOCIATES, INC. � AAW 7W MW�99MMM FOR M& IM civ R C&lV - CURRENT Eanay. fiat +Nc ITS COW17M MW 7hF Mff OF C067RI cMV 6F flE PRMCT, lMctMW PACIFIC GLOBE, LLC NM. ROARO JASSO (LSN. 4756 BENCH MARK AAiWtW .sr q&ars OF A4 M M CWW7W S7A4LC BE FMILUR WN AND SMU BE"MBLE S4g7r OF ALL A965DNS AW PQW&7r; 7HAr TIAs REQUIREAl W 9 LL #R r 10601 CHURCH STREET ST[ 107 fW ADM Irl Aff SNOWS AW SP£aFNG4nANS. C10WT,�Nmar AAW AWT 8E awrED 119 Avm #WING MOIURS ANO TINT CaWRACTD? 1639 N. FOOTHILL BL I/D. 2 Ni OR S1r4MS71P1,iC1ri14cS OF ANr KMID IEZEPHONE OR PI�MER POLE, OWER METERS, VAl1,ff,, RRE S�WU a�vo INA�fr AND hw nlE awff,.�C'n'OF RIAS w aC44WOA UPLAND, CA 91786 RANCHO CUCAMONCA, CA. 91730 BLMNRK 16JB � FOOTHILL BLVD. EZVAEYA7X7N: 1297.297 Haws, Ell;: gm OMR AWT"w aV Piz PLANS MyTI/AN TH£RGHr-OF-w4r UM/1S cr/N Aa,d &T AV iff'E&W&H46UZ nW AM'AV ACL LOAN Roc OR NIM, /N PHONE (909 949-2611 PHONE (909) 948-1311 24'XT of 'RM40 AIVVIC � ,W WEK Mai►(6 70 8f Ate-SMU 8E- ThERM10, fiUMM, RRMAIEV OR CowWVMV NPH INE ftVM4M;£6F MW ON NS PRMCT ExaPIM G fOR LMB Jlr FAX (909 949-6551 FAX (909 948-8464 AW40'NWTH OF '9(W NE. SET AVECIM AV At"AS►4l7�1UIiIL"D AT AW CWT TO THE aff OF R4WW CUCAAAaMA ARISING f11GMl NE SOLE NEbYKIW 6F IWOM R, NE MY Or RANCHO aMAAAAAa BfI315S Bft7N',Y/AW/N TCI° OF NE ENO 3 ANr CWWW PM41MMC MW CW TINS fti&T SHILL FAINLUR2F HIMSELF NPH THE S/lE AND 9WL OR 7HE!X310 EAGWEER OF 4'x 2'CY,hIGYPEIF BOX CULI&T BHF SCILftr vmw ftp ANr MALICE TTI EXIsTAMG FAaums RESULTING alwar OR xvII CIIr favDEYFLOPER. VICINITY MAP Ms alm, err aR AVT s"FAMIWS AW SWNv Ov MESE PIANS PRIMATE ENGINEER SNOT/CE TO CONTRACTORS WESTERN STATES CONTRACTORS NTS 4 A PAW(T 57KL K OI9T 00 fAV W TW 617Y OF MWMD CIXAAAQ VA PIA&C MWS, EN6YNE£RMC XWUNT PIIYAR 70 Nff EAI;Yi'pl(.IMW Y OR C067K C70V #Mg ANr aTr of R4iI 004i000 733 NORTH MAIN STREET STREET ITRr NOTES.- EIS "NT OR ftWT-0F Nf r. IHE EYISff W AND LOrATOV OF ANr UNAEJP*AM9 UflUIES OR SRV!ZAFEs SWW aV flI ORANGE CA. 92868 twat FO LINO MWE AL£Rr 5 ALL OW S30 Ml SET 8r IME CIGWIWrOR OR E7WP. PAW STAKES Sl C BHF SET AT ALL PLANS ARf 08TH# 0 BY A SE*W ar AYAHABLE MMS, AND TO IME BUST OF 011R KNIIIMYE7X,l~ � I ALL STREET TREES AR£ TO B!F PUNTED IN A(X.IA�i'gW NIH C17Y STA4W PIANS MMS'PYAW7 EM OF AO(KNT PWS INT W 0.01 fWT OF SUB-GRADE ELEVATION AND AT NOT MP£ THERE ARE A49D(STh G U V70 LWT nI sww aV nrfz Abbas INE camCTOR is PHONE (714 769-2000 CNL: 701tC Ffiff REQUIRED TO TAKE ALL PYi'ECALil1aIWRr Adm 70 PR OIECT Af U7Rf1>Y'S 9M, AW ANY OnfIP °� 2. PRIOR TO ThF CgIA�#aW Or ANr RAM, A6YPghiOWNC SAYS RDWT 9 ML BLS R RAI!SHEO n6W 50 MOT*QMS ADYXAGIWL PAW STAKE3'A(AY Bff Br CITY E]IK,I'NEFR AS NEM AT LINES OR STRI CE NOT.AO N ON n,►E5£PW,, AND /S&'9VAS>I�f FOR TIC PR07EC770V bar FAX (714) 769-2002 TO Tic a7y M+SI°IFC7OYP. AAn'mSINt nowas OR NUnP1fNr"Exlfs ANY RE(Jm wf7LL 10 1-&V-227-26ao N11RM°M W VnLW aW AT& AND ANY l>NAfAGE IO MESE UN£5 aP S)]PGCIUREs <' SM AIA NIS AS W&MWI 8Y THF CYIY M WCTIR BE'SITE AND CALL 6 ALL, Mfg 0,, SYTIEIP, GEIS, ftV OR ONR UIIYIIY blffftS, AU/NS, OR CROS YK,5 S WU BE CYINSIRUCIFO LYWSIRUC&v CONIRACTI9YP A(, IFI TINT AN ACMINPCE WN Q_hI9 kLr AC1G1<P0 CYaNSfflWTKIN PAW TO PAMW. PRA XU,, CWSM CMV CaN11PACTOMP NU BE•RE 79 70 ASCE SOLE AMD CgIAB'£TF J ALL S7N U TREES AW SUBJECT W MI CI1fOMV AND AGICEPTANCE 8r PC E)VI�INf.ERMC AMS M wMgRw A4Y5 BL9w YIN/AC 1fWY 7 CAMW 1FSIS bar E+IIIMIA14+IfL�NT!XN(S1RIif:TW,, TRENCYl 8ACWfTL4 COMPACnMG ORIG/ANL WWW AND ALL fifMSYAYl1r fW"SIIF CaI�MS 771E C10 ?Z OF CaNSIRG4 MV OF flf P CT, SOILS REPORT 81' `'• % s`, PER RRC AWI�IPIOVI'11M7N1 PL06 OII'r. SMR-fes 9KL BLF ftWNG AT MO COST R9 THE a7Y OF RMMV CG 41&i A. A MRII RDVRT INI;LUOWIG SAFM OF ALL PERS AND AWMIK THAT TINS REW?OMPE,�NT Sl'ML BLF m4of 1n Am �` � AV SMUT 11PEFS ARE Ill BE RAM *7H M7 CWgICMV 07S 9AItl K SWWW ICI THE CITY MNEER fW APfAROVAL PROP R7 IHE CYANI1WUx/SL r AND MDT br LEI n To NI064w M4ww MOOPs, #0 Cays77Pc7117W cwwiw ENCORE ENGINEERS `\ an TO A AS EAA°Lfta AV AQ90 P1ACE„IyC�I1rT OF MZAM7�Oits AMD/aP SSG fURIHER AGREE'S AVY1l�AMIO; AAD MOD /lAIP�ESS n/E ; 5265 STATE STREET 8 AT 714E QAN��E7& OF PHM,, A At4TErr'161LS RE7WT SM�ILL BE SUBIMY W TO 171E 07Y EA+CINEER LIS7M4; MOM ANY AND ALL tLAaYl1Y, REIL OMP ALLE7,I<D, IN cawnaV wrH W AVMN6�OF M W � AtL 7ESIS OR"MMAW COMRM 10 Imo'STAIRM OF Of CaVIfNT AND QMT1f7N OF A~ ON TIC PROJECT. MONTCLAIR, CA 91763 Pill. INE COMR4 W SWI 8E RE"VW TO RE7WT a6WA ass OV Ab4NS AND/OR FEW PHONE (909 464-2837 9 TO AKSTAUMY OF ANr PIWC, A AM7EJ4N Rf?WT SHALL BF ST/B,W/TTED 70 THE C/7Y E WMR CaNOVAIANS AIAWFAW7EZr TO INE m Dmin f7AR/PES(XU1XW PILI TI1 C SIROIC7�W, RAID oow L/Sn AIL TESTS' OR AL7t7NIMWTfIAItS (�AWI°LM 70 VERY)' R-VALUE, SI'EW ANACYs/S AND S4ND 9WL X R AE fW OKAOPEPAW.1Es NnT 50 RDMIEO AND Rl�LI�fD. FAX (909 464-283810MWVW Of AN"IE Mg. 10 P4Mf W 9WL K"raw AV AncautE M171/R-VALUE AND PAVEMENT TUTS TAKEN 70 A;7E0/#f srw�oci S1�c7rm. SHEET INDEX 11 NO MVWWM Air TO BfF R" 0#MME Sat M0#M CYJW,9'S1S OFA R&W MN1FR64r;, THE LE,�,NB SHEET N0. DESCRIPTION SW-61W 9KL bF PIEPIWD 8Y hCAKJMNG ALL RtDCKS N"P?OfiW ABOVE THE SV8-L'RAAE AND ALL IRDS OR X�'P�S SIWI Bf FYLO NIH A ME GRADE M41ERWL 6F A (hd W&77ZR SW NE NATIVE (0.0) EXISTING EZEVATOW Gs x AIEIE]P +' // 1 TITLE SHEET AiI�I7E711ftt. 0.0 NEW EZEYAlA7WS MOW Ml41DP AIflER 2 PLAN AND PROFILE Sib 12 IF 7i4F A9I°I4�ItT CWi�Y%7 IS 1716F MACH OW SJ8-G A SMS STERIUNT R£G/STEREO 8r THE EPA. 7P 71�P OF PAVEACNT fH EIRE f r"r � '� fW W ISR A.C. AMD P.C.C. SI'ili B£G AILYAPPIAD AT THE MWUFAC7UREPS RECOMMENOM RATE 1C' 717P OF CURB MH MAW MOLE / �` � � 0 3 SIGNAGE AND STRIPING PLAN fW 7W fuu PA4Mff W/W PAW TO PI19N�C. R Row UNE STI S MOW cVwv � � �,� 4 MONUMENT DETAILS a E5 7F OF 61LaWns/S P 8r nw E7 'R awr fw 7w GI9VVFNA9IICf OIC TN£DE1f om,, a com[AVE HC ` 5 MONUMENT AND LIGHTING DETAILS PC C1LI1N718 rOR 9IKL Al r MY ONN AFIEl4MMWWV OF CGWS7RUCI10N 90MES BEFMIF SUBMnTMI;A Bw BACY(AF MALL _S` SEMflP AdUN BIC or fat of mw m� Br n1ES£mws MI4hfGY/l5 NOT sT e/flCAClr LIS7ED AV 7H£EsnmvE OF � �, OF� w MS4u AWN � \ � �/ v � N/A 50'CROSS-SECTIONS FOR REFERENCE ONLY) 4 OOW7nJY'S 53WU K Ci'1MYSYAE741L�9 AS ACM510 AN 7NE ONR/TENS OF Mt7RK fS fTNISNEI7 S1IRFAC£ ST STREET \ .� `s > F 14 STAT 9W±IFR 07Y'OF A9N�WI0 � STANA4R0 NUMBER 401 SfNLL Bf�C1oMNS1RlAClED AT EACH fF FINISHED fZ06P LT LIQYT M !'1 111f�111! TG 70P OF GR47F PP POKR PIxE \� �•'", b 15 017Y AWM OF R#6 Xff MDT ffiff T f AM M&FROM RfSPDNSYBfa fW W CYIRRE0OW f OF ' w AMS' {a=m /NifPAY�G CYrWtS11PUC11P(AN. m Rf06EST THE REQUATED PLW REU!'Sr�OWS 1W WATER YAW CAIL�I B4S]'N SW K~1 r YAWN N rO 114E W EMWN FOR APP4YIVAL. STI' S7ENl "t � l6 MIS(W AW EXl£ANJYP Slli�'Els SWI OF IN A NEAT, am,, "D FREE; OIRD£RLr STAT, TMS �� �. cffmIx'71 w sl7E SIMICL &r af*w t"REQUEST Or TME AvsPECTOMP 17 COINI,iNCT ALL UlklrY CMAWLIS AS AMhW_ 48 IO RS PRIOR TO EXCAVATXJMY PROW fOR YOUR � � � •' � �� � � / �' ���� \ CWAOff AAE W fIxL00K A. SOVI CAt.f EASAN (9109) 357-6240 8. WRM (&V) 483-JWO f�s� c sOUn w G+KAwm GAs GIOI AQw (MY) J35--75JO "� ���\ / ��j � �► _-____ - F7 � 1447 . ldv mHv,w iS 480 f _- ia cygwwA rdI a mm osnwT (.0) 987-2591 ":: \ TS - S i £. TITAN N111ER A517?N^T (909) 59J-7474 41 +,s �� FS I°8 fp �� ---" ,i F. A�%Zft (41100) 626 6299 � '� � �i - G. OWr& CY�IMIYAMC A WS (9M99) 9187-6275 rs _ EBASF ,\ 18 7W LAAO ACT, gr"8771 of TAF mos It A%wmm CW,, AND SE'CTKANS 732.5 3 —_ --—=— -— 1492-5, 1410-5 AF nc smffTS AAD Avon COIDiF REtw THAT micr AIgNUJIlEms wi BE PIbIFCIFD AAD PE19M F0111779 "IT 9 WI BE' of K': YIIY OF nc DIE11EZw& aP oaz PEIPFORANiIIG IJ' ~``` `` -� T r y_ �_ ••�•• �- \\ CW rACWV MI9MP1( 70 &7AAN A QrdItM RS667E18'D CMC E7N6YNEFR AND/OR GWE)YCW LAND YR&W MW 719 Of START OF C17MIlST]PGfC1XAV 70 LOCAL --"- __ - - •.,� � AM^E AMD RAf 714E m=)w CaPNILJP REaRw #0 THE CWNTY&%If WS aW fW AWY CaNIM Pawls/WWtiNAE#rS IMT EXIST AS Sf10DM'N OV RFCa7DE0 ��.,...•- —_ nwr Asps,, PIRCEZ ,INRs, KI.Fi:YA41DS OF g EYS AND MGYAYAr mAPS, AND mr 8E A(SIIAW OR 040aD 8r 7W P4gBOSE?9 CYWST rT�(CT7(�YV." ATR TME CYANWO OF IME P4OR7SE0 COSIRUC",, SAID AKANUIILAnS AND/OR COW7M SURIfY 40 20 0 40 80 120 POIIV7S 9KL BE"AESU TO 7W AfW SURFACE IN ACY,I7YPAIM;'E#nH CURRENT PROQ3NOWL LAND StWW�� P sNLt �-futED 'rrnl 'T�F`�IrsuRl�roR FaPAcc SIGNING & STRIPING CONSTRUCTION NOTES: STREET IMPROVEMENT CONSTRUCTION NOTES: Ln 0 ( ) 1 CONSTRUCT 4' WIDE, R/W-ADJACENT, P.C.C. SIDEWALK PER CITY OF RANCHO ..............................520 SF 1 INSTALL TYPE I V R RIGHT TURN ARROW PER CALTRANS STD PLAN N0. A24A. ................................................. 2 EA O / N CUCAMONGA STD. PLAN NO. 103. STORM DRAIN CONST. NOTES O2 INSTALL STOP SIGN (RI) PER CALTRANS TRAFFIC MANUAL. ...........................................•...-...---..---............... 2 EA2�—JOIIN EXISTING P.C.C. SIDEWALK. MATCH EXISTING ELEVATION.-.. ................................................... -3 EA STREET TREE TABLE Q3 CONSTRUCT A2-8 P.C.C. CURB do GUTTER PER CITY OF RANCHO CUCAMONGA.............................. 538 LF SYMBOL STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QTY. INSTALL 24" RCP (D-2000) .......................................58.86 LF O 3 INSTALL TYPE IV (L) LEFT TURN ARROW PER CALTRANS STD PLAN NO. A24A. ................................................. . 4 EA STD. PLAN NO. 104. , WASHINGTONIA ROBUSTA MEXICAN FAN PALM 4 25 O.C. 15 BTH 5 Q (4)—JOIN EXISTING P.C.G. CURB do GUTTER. MATCH EXISTING ELEVATION.. .......................................... .1 EA DAY CREEK BOULEVARD CONSTRUCT CURB OPENING CATCH BASIN PER 5 CONSTRUCT TYPE "C" P.C.C. DRIVE APPROACH MODIFIED TO DELETE SIDEWALK, RAMP TO Ilp�_RAN" OJCA�MONGA SM. 3W ®INSTALL TYPE K-1 OBJECT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 130. ................................ 1 EA O PYRUS CALLERANA "ARISTOCRAT" ARISTOCRAT PEAR 4' 25' O.C. 15 GAL 4 o W='804 V=5.04. ........................... - 1 EA ............................ MEET AT THE R/W LINE AND THE CURB SHALL TRANSITION FROM 8" AT GUTTER TO 6" AT R/W LINE HIGHLAND AVENUE LAGERSTOEMIA INDICA "MUSKOGEE" CRAPE MYRTLE HYBRID-PINK 3' 20' O.C. 24" BOX 16 . (5)INSTALL R7 "KEEP RIGHT SYMBOL" SIGN PER CALTRANS TRAFFIC MANUAL. ....................................................... 1 EA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101, W AND R PER PLAN. ................................. A m CONSTRUCT CURBSIDE 'OPATIMG cATcI4 SAS I N PER @--INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1 SEE TABLE o A" STO. 303-7- fsjEE pNF,ET.2." 3) » 7 NOT USED 76'........................................... ............... 1 EA ©REMOVE AND RELOCATE EXISTING W41 SIGNAL AHEAD SYMBOL SIGN TO NEW LOCATION AS INDICATED ON PLANS...... 1 EA @-!::-INSTALL DECORATIVE PEDESTRIAN TRAIL LIGHT STANDARD AS MANUFACTURED BY LUMEC, MODEL. ....... .3 EA DESCRIPTION OF REVISION DATE CITY ' CONSTRUCT LOCAL DEPRESSION PER CITY OF 07 PROTECT IN PLACE EXISTING W81 "CHEVRON ALIGNMENT" SIGN. .....................................................................6 EA 10OMH-DMS50-SG2-OTA/240-HS-LD-SLP-CN5-IA-AM6U-14-GFI- 3/4x20-G-10 APPROVED RANCHO CUCAMONGA STD. 307 CASE E ----------------------- 2 EA 1 p/2-DEC-RD6TX-,ES AVAILABLE THROUGH PRUDENTIAL LIGHTING AND PRIVATELY MAINTAINED. CONSTRUCT JUNCTION STRUCTURE No. 4 PER @REMOVE EXISTING PAVEMENT ARROW BY WET-SANDBLASTING. ....................................................................... 4 EA �'JCONSI�ROUCT 10�LIMDEjCURB�ADJACENT, .OF C CESIDEWLK ®K OPER CITY OF.-....-............-...-....---...-.. 2480 SF CITY OF RANCHO CUCAMONGA �- CITY � RANCHO CUCAMONGA SM, 331, LATERAL TO ENTER MAIN LINE RADIALLY. ( REMOVE EXISTING PAVEMENT STRIPING BY WET-SANDBLASTING. ......................................... ... 620 LF ..---..-...-...... RANCHO CUCAMONGA STD. 103. A=74421'03", B=24", C=3.0, D=82"................................. 1 EA 10 SAWCUT...-....-------,------------••---...................-•--•---------•---.-..--.........---------------- --.............. 660 LF STREET IMPROVEMENT PLAN — TITLE SHEET 10 INSTALL DOUBLE YELLOW MEDIAN STRIPE PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 133. ....................... 340 LF 11 REMOVE EXISTING 6 P.C.C. SIDEWALK. .............................................................................. 1490 SF N CONSTRUCT CONCRETE COLLAR PER CITY OF 12 -HIGHLAND AVENUE STREET LIGHT: INSTALL STREET LIGHT 16,000 LUMEN H.P.S.V. NTH 8' MAST ARM-..2 EA HIGHLAND AVENUE (STA. 11-1-10± — STA. 17+65±) RANCHO CUCAMONGA STD. 329--------------------------------------- 1 EA 11 INSTALL 4" SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 133. ............................... 85 LF BY SCE, PAID FOR AND COORDINATED BY THE DEVELOPER. DAY CREEK BLVD. (STA. 59+50± — STA. 62+00±) 1�DAY CREEK STREET LIGHT: INSTALL STREET LIGHT 16,000 LUMEN H.P.S.V. . ...................................2 EA @INSTALL R26(S) NO STOPPING ANY TIME SIGN PER CALTRANS TRAFFIC MANUAL.....................................----.-.- 13 EA BY SCE, PAID FOR AND COORDINATED BY THE DEVELOPER, APPROVED BY DATE SPACING SHALL BE 150' OPPOSITE. PREPARED UNDER 1HE SUPERVISION OF. 14 CONSTRUCT 2' WIDE RAISED MEDIAN CURB FACE TO CURB FACE WITH ......................................435 LF Q?tOFESSIpN CITY ENGINEER R.C.E. NO. � 13 PRTECT IN PLACE ADVANCE TRAFFIC SIGNAL LOOPS............................................•-----...--..-.-------....-........... 2 EA O ( ) �O IV S PER DETAIL SHEET 2. N 8 Eq 15 CONSTRUCTCOBBLESTON"CURBSIDEDRAIN OUTLET-LOW CAPACITY" �� P�C o AIFyoFycy DESIGN RMA - RIVERSIDE, INC. RECO DED 14 TRAFFIC SIGNAL LOOPS...--•................................................•---•-•--•-•--............................................ ; GFM 3600 LIME STREET, SUITE 322 PER CITY OF RANCHO CUCAMONGA STD. 107-A..................................................................... 3 EA �., O " " 16 CONSTRUCT ELECTRIC METER FOR DECORATIVE PEDESTRIAN TRAIL LIGHT, AND PRIVATELY................. 1 EA " Na y RIVERSIDE CA 92501 15 INSTALL R17 NO LEFT TURN SYMBOL SIGN PER CALTRANS TRAFFIC MANUAL ................................................. 1 EA Epee DRAWN + SHEET ' MAINTAINED. * Jwe 30, 2007 * DFPH. 951-786-0004, FAX 951-786-0005 cl- " WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 133............................. 51 LF 1' INSTALL CONDUIT FOR DECORATIVE PEDESTRIAN TRAIL LIGHT, AND PRIVATELY MAINTAINED.- --.--........ -248 LF s� CIV i1. \q 1 OF 5 16 INSTALL 8 cl: 18 INSTALL JUNCTION BOX FOR DECORATIVE PEDESTRIAN TRAIL LIGHT, AND PRIVATELY MAINTAINED.....--- 1 EA 0 SIGN (W75) PER CALTRANS TRAFFIC MANUAL... 2 EA"LANE ENDS MERGE LEF6 `� '�' CHECKED hj0yu4l&iAJ RCE NO 53454 DRAWING NO. O 17 INSTALL WIDTH TRANSITION SIGN (W11) do T" 19 CONSTRUCT MONUMENT, SIGN, LANDSCAPE, AND PRIVATELY MAINTAINED LIGHTING PER................... . 1 EA 9 F. *?VOZ4 R.C.E. El'P. 6/3%7 1147E OF OA1. PLANS AND DETAILS HEREIN. GFM DATE FILE NO Z O9 DRC 2003-00719 / ROW2005-008 +7 I j ----------- -------------- ------- t � # t _ _ .__ - ._.__ ___ GEl- ---------_ }-- �- to I 1 - _ I I i ij f _� _ __- �_ _ _ NORTH , CURB I • i I 1446 ao I te { __ _ ___� _ - -___-_- __- -- a � � �- I � I _ .. ____ _ �___f . ___ _ { #- -�_-__ f ___ �_ �. _ ,_ *V144pf" Z N.- + I IN. CB _ .. _ . , . i_ TC; 1438.43 FL 1433.E INV. (OUT .. - •' __ � t ___ _ ;;_ � � # _ _ � __ _ # __- { ___-_. _�_ ___ � 22.5' RT. � _ __.. �....... X U � C �+' . vE �END­ 7 I .fiCIJR # .�- __ __ __ j _.__ -_ -_ ___�. __.a _ __ _ t____. ___ __a_ _-_____ _ .__ 1428.79 INV N ! a� fl :._- A 00 Nld 1 _ '� 0+86.23 -��•� ,� C L OF CB 1 f - __ 438.27 TC; 1437.27 + f 11_,i[M9 -T---------- ---._._ _-_____ -_- _-- __ __.__ _ ._--_- .. ____ ._ ___-__ _- _:--_._ ____. - --_.__ _ ___ ____ ___ __ _a_ __ __ ___ _ --_- I , __ ____ ____ -- _ __ __ _ ! s t __. _ �._. _t. ___ __ __ _._ { ___._} _ _ _ .._ _ x 1ST 1 N 1, 3 ?" W AI _�- U tOi ,� I _ __. j_ _ . __. � . _ _ _ �___ U M f.___ EXIST A f_:R MAIN STORM DRAIN CONST. NOTES __ _ _ f I i I I'' j . I M I'E:i; 'k,I. 1 X31 _ Ll RCP (D 2 00) --- __._ ' �" - ® CONSTRUCT CURB OPENING CATCH BASIN PER SOUT CITY OF RANCHO CUCAMONGA STD. 300 ----__ vs I } E ;};1:IT STCiRP URAI / \ W=8.0 V 5.0 - -- _- -._ ® CO STRUCT CUR8ff DE G.RA"1`044 CATCH M$j' ma i t XIST 8�CPIR W= ._ V-8.78 + CONSTRUCT LOCAL DEPRESSION PER CITY OF __ _, _._ 1 I t t Y t - -t __ - 1 _ RANCHO CUCAMONGA _ ) + �r ! I j ! I t ! I 1 f I STD. 307 CASE E �> ,. ri_ __ -_ ® CONSTRUCT JUNCTION STRUCTURE No. 4 PER } ___ ____. _ #.. _ _. _ __ __ _ _ CITY OF RANCHO CUCAMONGA STD. 331 4 }- _ >- , _ { STORM DRAIN PLAN A I _-- ___.. { { i I f 1 _� LATERAL TO ENTER MAIN LINE RADIA N . 1 N N 1 N � -____ SCALE: 1 =20 A=74'2103 , R-24", C=3.0', D=82 rT ® CONSTRUCT CONCRETE COLLAR PER CITY OF I I ! I i, RANCHO CUCAMONGA STD. 329. 1 1 12 1 3 14 �raw 15 1 6 1 7 CLEAN, SMOOTH, ROUNDED COBBLESTONE, UNIFORM SIZE SELECTED TO PRODUCE SOLID STONE SURFACE. WET SET COBBLESTONES. GROUT BETWEEN ALL UNIFORMLY. 12" 24" 6" 12" 6" 12" TYPE TYPE A-2-8 A-1-8 F- FULL DEPTH CURB & GUTTER CURB �- 6" MIN naa�,r, d 1415261 CPA MENT t�1F�RAAP<t«a, _ v, PAVEMENT & GUTTER LIP �_ d FULL DEPTH a g SHALL BE FLUSH " ` �' PA MIN AC `�' (E) AC PAVEMENT -t7tr- QTS taL<<:ES. # i.) tr ��. I �a d P.C.C. BED VEM T cIINc, yLna k �A5 _ STREET IMPROVEMENT CONSTRUCTION NOTES: ...... _..... _.._f taa�m_... t ... E / d v 14991- g X17+63. j%j j' ° �,� ''., 1 n - / CONSTRUCT 4' WIDE, R/W-ADJACENT, P.C.C. SIDEWALK PER CITY OF RANCHO U °U i�; / CUCAMONGA STD. PLAN NO. 103. / N 'L2 `T "448 A'_ WITH CALTRANS -- - Q2 --JOIN EXISTING P.C.C. SIDEWALK. MATCH EXISTING ELEVATION. Q3 CONSTRUCT A2-8 P.C.C. CURB & GUTTER PER CITY OF RANCHO CUCAMONGA g 3 , RALSED MEDIAN DETAIL STD. PLAN NO. 104. 2 i t 10 9 $ ,; 4 a\, I - _ _ 17+63.eo END 10 SIDEWAL r ""'° (4>-JOIN EXISTING P.C.C. CURB & GUTTER. MATCH EXISTING ELEVATION. HIGHLAND AVE. SCALE:1"=1' » N rU° `� 2 A 6 5 CONSTRUCT TYPE C P.C.C. DRIVE APPROACH MODIFIED TO DELETE SIDEWALK, RAMP TO I L� O MEET AT THE R W LINE AN THE " g ��. � <J, � s , Iry - / D E CURB SHALL TRANSITION FROM 8 AT GUTTER TO 6 NT�0I 5 ► 32.44' NW iy R/W AT R/W LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101, W AND R PER PLAN \ �-ter '��� - ) a�. � . INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. ��+ �D 'c�. � Q7 NOT USED 13 t I �� . �o 22 10.44 8(--INSTALL DECORATIVE PEDESTRIAN TRAIL LIGHT STANDARD AS MANUFACTURED BY LUMEC, g / / MODEL 100MH-DMS50-SG2-QTA/240-HS-LD-SLP-CN5-IA-AM6U-14-GFI- r '_ / s - ^ 1 3/420-G-10 1 2-DEC-RD6TX-JES AVAILABLE THROUGH PRUDENTIAL LIGHTING, AND / Z.- A �, B -/ 20 2 PRIVATELY MAINTAINED. LOCATION SHALL BE 18" BEHIND BACK OF SIDEWALK ® 100' O.C. g I ( CONSTRUCT 10' WIDE, CURB-ADJACENT, P.C.C. SIDEWALK PER CITY OF I ��. H RANCHO CUCAMONGA STD. 103. 10 SAWCUT. 3 = r ` 70 10 11 REMOVE EXISTING 6' P.C.C. SIDEWALK. „>4t F,�> K f (E) AC PAVEMENT 12 HIGHLAND AVENUE STREET LIGHT: INSTALL STREET LIGHT 16,000 LUMEN H.P.S.V. WITH 8' �. s �,, i MAST ARM BY SCE, PAID FOR AND COORDINATED BY THE DEVELOPER. p 13 DAY CREEK STREET LIGHT: INSTALL STREET LIGHT 16,000 LUMEN H.P.S.V. e t g .� \ TYPICAL SECTION np•• BY SCE, PAID FOR AND COORDINATED BY THE DEVELOPER, 1 / 5 • �,� �,+� t HIGHLAND AVE. SCALE: 1"=5' SPACING SHALL BE 150', OPPOSITE. /f 14 CONSTRUCT 2 WADE RAISED MEDIAN (CURB FACE TO CURB FACE) WITH NW Iy R/W COBBLESTONES PER DETAIL HEREON. 0 40.96' 3.38' 15 CONSTRUCT "CURBSIDE DRAIN OUTLET-LOW CAPACITY" PER CITY OF RANCHO CUCAMONGA STD. 107-A. 60+28.09 g % �� ,� 1�x ' w w 16 CONSTRUCT ELECTRIC METER FOR DECORATIVE PEDESTRIAN TRAIL LIGHT, AND PRIVATELY 13 x s C ., �� ��$+ �$?� s .� �+ �� m j MAINTAINED. wf ` > ' �' 1 WI 17 INSTALL CONDUIT FOR DECORATIVE PEDESTRIAN TRAIL LIGHT, AND PRIVATELY MAINTAINED. 18 INSTALL JUNCTION BOX FOR DECORATIVE PEDESTRIAN TRAIL LIGHT, AND PRIVATELY 8 60+00 \\ 2 6 31.34 2#_ 6.5' 1 4' 0.50' MAINTAINED. %' 19 CONSTRUCT MONUMENT SIGN LANDSCAPE AND PRIVATELY EDTA SIDEWALK 1 1 V TELY MAINTAINED LIGHTING PER 980, PLANS AND DETAILS HEREIN. �� 1.70% 10 2% 10 E AC PAVEMENT (, wk�,, • DESCRIPTION OF REVISION DATE CITY Owl V V op APPROVED ,rf N s�rwC° AlertCITY OF RANCHO CUCAMONGA • .. � N •A• Underground r , ' CURVE TABLE CT - 11 >:.. �f� = C& TOLL M BEG. 10 SIDEWALK _ _ __.._. tP. T :•:<:>: :: f X SCALE: 1"=5' ' 1-800 PLAN AND PROFILE 0 y9 A R L T 9E� 3 :- + ` -' s i t A 40'46'29" 393.7' 280.17' 146.32' 227-2600 43'ta.- _ 'c�'EE. ,.. ./i gyp, ' 2 32'38'41" 557.74' 317.78' 163.33' HIGHLAND AVENUE 3.5' MADE CBI, 24 LATERAL 4 439. 2T E p C 21'37 15 360.36 135.98 68.81 TWO WORKING DAYS BEFORE YOU DIG STA 11+14.37 TO 17+76.15 SEE PLAN 'A THi EET `s `` / D 4'31'41" 579.74' 45.82' 22.92' APPROVED BY DATE __ - - -- ---- 5'24'08" 579.74' 54.66 27.35 PREPAAf0 UNDER THE SUPERVISION ZY o A `' ...% - ' F 21'32'04" 579.74' 217.89' 110.25' R.C.E. N0. [XISTING 3U" WAICK i pFRtlQ2 W66�?, # � / � QRO `r�H CITY ENGINEE N H G 18'49'26" 353.86' 116.26' 58.66' ,`�`��4T, 0 �Fti �, D SIGN _ RECOMME DED MH /, o RMA RIVERSIDE, INC. H 180'00 00 1 3.14 1000 " 4i �-► �, GFM 3600 LIME STREET, SUITE 322 %IS A FR MAIN- I 29 11 30 399.7 203.64 104.08 �` -- No. 53154 SIAM E � ` � � / E,�;,.,e ' DRAWN RIVERSIDE, CA 92501 SHE STAMPED PL.F 'M8I4 -- / ' - s _ - �' jr J 5.23'52" 561.74' 52.92' 26.48' * ,gyne 30 2007 * PH. 951-786-0004 FAX 951-786-4005 I%Is, s,URM R / I __ -- ''� ' K 5'23'52" 559.74' 52.73' 26.39' 40 20 0 40 80 120 S Y 2�,�I�-�I�,,�� RM 2 5 ` t L 29'11'30" 401.7' 204.66' 104.60' �ll�Ll� �ql CIV11- ,�\r OF w ,"/ F �- CHECKED J �' CALIFA RCE No 53454 DRAWING N0. n F. �"iVA7Z� R.0 5354, £XP. AS/3Yl/07 164TE GFM DATE FILE NO 0RC2003-00719 ROW2005-00947 .. r A 1452R/ -- 1452 R/ FIGHLA D AIGHLA D AV . VIi 3246 154.95 TO R/1M R/W HIGHLAND AVE. I� � �,�. i - ' 1452 i� 5o•ss�TQ Rte- 11452 40.9T 58.83' TO R/W j j 4, A- 3134' 6' � � 1444j v 1444 � n 1449.5b MATCII 212Jt tri 1441. ( 2 73 TO 98 REMAIN MATCH 1447.68 i fX l (72-0q 144f 28 1448 (-2 MATCH �I 1448 MATCH !'- 2 I I IDL 1441.38 � � I I I � I �� I 1448 14-48 ATCH EX EX. C&(; I I I I 1440 - 1440 TO REMAIN TO REMAIN STA: 12+50 STA: 14+50 STA: 16+50 HOR.: 1"=20' HOR.: 1"=20' HOR.: 11"=20' VER.: 1'=2' VER.: 1'=7 VER.: 1'=2' R/W HIGHLAND AVE. 33.35 56.07' TO R/W 25.65 - 1452 1452 1444 : 1444 a I 2 � II �; R � HjIGHLA D AV�. � / / R IGHLA D AVI . Q / 3243'- i j 51.83' T R w HIGHLAND AV . �'A' 40.05' 58.85' T R W 1452 1452 R 2 ,32.43' ; 49.02' TO R/W � f � [140 i !33.34 1448 I 1 �, j 22 600 � 448 2R q 44$.85 j 1 TO REON TCH EX. "�' I 12 . �' 1449.s3821i 1440.49' EX MATCH EXf C 1448 26TCH T REMAIN MATCHDILj 7 F7� 214 % Cm (-1.24 j I _ TO AIN 1439.67 MATCEX H 0 f2 7p 11 rATCH 1448 1448 1440Lim 3 t440f 4 ATCH EX 1448EX C&G 1448 �I 0 REMAIN 1444 1444 j STA. 12+00 STA. 14+00.37 - BCR STA. 16+00 STA. 17+50 HOR.: 1"=20' HOR.: 1"=20' HOR.: 1"=20' HOW: 1"=20' VER.: 1'=2' VER.: 1'=2' VER.: 1'=2' VER.: 1'=2' R/W HIGHLAND AVE. 40.9f �8.8�T¢R/W- 1448R1W r -O GH D-AV r _ T - - 1448 t 1452 �-R/ iIGHLA D AV 1452 3�05' 57 51' Tt� R/YY R/ 133.34' 6' IGHLA D AV . 29.55' j 5.94' 3245 ; 52 77 TO R/W 32.43' 49.91' Tf,� R/W j I I I I V I I I I I I 1452 2 1452 �- t i 1439,32 v k-' 1444 1440 1440MATCH o 144¢.90 oOi 144I� 1438.45 MATEX. 1449.5MATCH,EXMATCH -188I3 j C&G MATCH-� -FX �C 48 TO REMAIN I I �438.60i -2o � �OREMATCH EX t444 Imo- 1444.351 1444 (1�� T - - 1448 - --+- 1448 ' � 1 EX Cd�G EX4 C&G � TO REMAIN TO �M 1448 1448 I I' II I I II I 1438 t -�� 1436 - } +- -- ---- STA: 11 +50 STA: 13+39.49 - ECR STA: 15+53.77 - BCR STA: 17+00 HOR.: 11"=20' HOR.: 1"=20' HOR.: I"=20' HOR.: 1"=20' VER.: 1'=2' VER.: 1'=r VER.: 1'=7 VER.: 1'=2' IGHLAD A �! R/W HIGHLAND AVE. j R/W HIGHLAND AVE. I 3245' 53.82' TO R/W 40.82' 58.36' TO R/W u� 1452 2 1452 Q 33.22' 6' j 4' F - Z' 1440 1440 v F ai F _ I i F i 1438.8 � EX. C$tG TCH od TO RAIN j 2� 1443.65 _ r� (-1.15 1437.89 1444 MATCH EX - 1444 1449.00 MATCH 144.68 i 235 � I � i MATCH EX. I ' R) 144297 _ �) 4 (-f. f.84 MAT EX � x438 04 1 MATCH j 0 ATCH Ex 1443.10 J TCH EX. 1448 1448 48. 1 CITY I a �. M TCH EX. I DESCRIPTION OF REVISION DATE cn Ex CdcG 1 EX. C&G 1436 - ----- 143s To REMAI APPROVED PO REMAIN I CITY OF RANCHO CUCAMONGA 0 STA: 11 +14.24 - BCR STA: 13+00 STA: 15+02.94 - ECR STREET SECTIONS N HOR.: 11"=20' HOR.:11"=20' HOR.: 11"=20' HIGHLAND AVENUE 0 VER.: 1'=2' VER.: V=7 VER.: 1'=T STA 11"00.00 TO 17+50.00 PR£PAR£IJ UNDER THE SUPERVISION OF APPROVED BY �® DATE QRpFESSIaN� CITY ENGINEER������ c R.C.E. NO.� �� ��`�P��0 'VFyoF2 DESIGN RMA - RIVERSIDE, RECOMMENDED N Underground Service Alert INC. o RMJ 3600 LIME STREET, SUITE 322 Cat TOIL FREE cr (' Na 53454 �° DRAWN RIVERSIDE, CA 92501 SHEET 0 1-8OO * ,►me 330EXP*,2007 + RMJ PH. 951-786-0004, FAX 951-786-0005 1 1 � 227-2600 � ! sr Cl v��, �P 44 0 F 7tf 0 ` � CHECKED ✓ --- RCE NO 53454 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG 62 F. MI<I MM, RCE 53454, EXP, 06/30/07 RATE FCA!. GFM DATE _ FILE NO ?-049- Sec, DRC2003-00.719 RQW2005-00j3LH 54'-0" A RADIUS 46'-2" TC 1443.63 / LANDSCAPED AREA 1441.00 1_48:06 1447.00 \ 1446.00 1445.00 / 1444.00 _ 0— l► ►— „ B B — 7 0 2P-41) RAMP UP — RAMP UP 1443. /, / �� 0 O 1443.00 1 — — 1 ' i� 0 UAvi?mAv '2Rrxf AtLxT / TOOLED SCORING TGCL fRFE lb 1441.50 / / / \ I—&V—227-26M 441.50 I bF.4fF AAS M 1o'-9 2" TYPI t4` 55 uP 1440. 04 / N TV WhW DAYS�aff W OIG © / ` 144 PLAN CONCRETE W / \ \ 34'-4" 1439.82 8' CONCRETE W / / 3 / — / / LAND ED�{R / \ J j 1439.80 ✓ / 1 RADIUS l LANDSCAPED AREA MONUMENT V — 1439.68 1440.00 1439.4 / 1/4" 16'-1 1 " d- 2' GUTTER CURB CURB RAMPS A A SCORE DETAIL 2 NO SCALE PLAN MONUMENT/SIGN SCALE 2 1/4w = 1'-0' SIMULATED STONE CAP 70T SIMULATED STONE CAPrjSIMULATED STONE CAP RIVER WORN COBBLE E MONUMENT LANDSCAPING, IGHTING, A MAINTENANCE RIVER WORN COBBLE CITY LOGO VENEER TYPICAL SHALL BE THE PRIVATE DEVE OPERS RES ONSIBILITY. VENEER TYPICAL S-6' GRANITE INLAY AREA GRADE BEYOND FOR LETTERS & LOGO GRADE BEYOND PARTIAL SITE PLAN MONUMENT/SIGN SCALE 1 1' = BY IT RANCH CUCAMONGA GRADE GRADE BEYOND GRADE BEYOND SIMULATED STONE CAP 3 GRADE BEYOND RAMP UP TO PLAZA SIMULATED STONE RAMP UP TO PLAZA RIVER WORN COBBLE S-96. RETAINING WALL BEYONDCAP BEYOND WALL BEYOND 12" HIGH GOLD FINISH LETTERS VENEER TYPICAL RIVER WORN COBBLE 12" POLISHED GRANITE CONCRETE WALK/GRADE VENEER BEYOND TYPICAL VENEER, "BRILLIANT RED" r � • � � � � � � .:��a�,, ,� �, � Y � --- � � a���.� � r �� ��,� ELEVATION MONUMENT/SIGN 1!4'CA1lE0' �-�--.jam-� cl, a s�. tea s �� a rQ r`� SIMULATED STONE CAP •. .• _ :• AT WALL BEYOND • SCORED PATTERN ON STAINED GRADE CONCRETE PLAZA GRADE SIMULATED STONE CAP SIMULATED STONE CAP SECTION B-B RIVER WORN COBBLE RIVER WORN COBBLE VENEER TYPICAL VENEER TYPICAL 23 STONE 3 CAP BEYOND S-6. GRADE BEYOND DESCRIPTION OF REVISION DATE CITY APPROVED SIMULATED STONE CAP RIVER WORN COBBLE _ VENEER BEYOND TYPICAL T CITY OF RANCHO CUCAMONGA CONCRETE WALK GRADE / CONCRETE WALK/GRADE RIVER WOR COBBLE SIMULATED STONE WALK/ GRADE BEYOND GRADE BEYOND VENEER PICAL CORNER MONUMENT PLAN L NE CORNER OF HIGHLAND AVENUE CONCRETE RAMP GRANITE 0 CMU WALL` �` RETAINING WALL UP TO PLAZA AND DAY CREEK BLVD. CONTiNUOI)S LIGHT WELL ELEVATION MONUMENT/SIGN SCALE PR£PAR£D UNDER INE SUPERVISION Or Ess, APPROVED BY __ DATE 4 D D ' '- >-�` il4 = t On o QROF oN� CITY ENGINEER , - � R.C.E. N0. 0 NF Fy DESIGN RECOMMENDED a GRADE do �, RMA - RIVERSIDE, INC. _ 0-! GFM 3600 LIME STREET, SUITE 322 ",,:__ti.•.�;�._ _� SCORED PATTERN ON STAINED y: `� No. 53454 '' CONCRETE PLAZA ?='' '- '= `- * Exp'res * DRAWN RIVERSIDE, CA 92501 - - SHEET 401� "a30' 2007 DF PH. 951-786-0004, FAX 951 786 0005 4, OF5 , `�l�T£ ClV1� o���P CHECKED QII� 53454 DRAWING N0. SECTION A-A CROSS SECTION MONUMENT/SIGN SCALE 3 of CI`��4 RCE NO GC f. ,f1EWZ4 RCE EP° 06/.x%7 DA DATE � FILE NO 2-049 _ d .DRC 2003-00719 ROW2005-008' 7 SIMULATED STONE CAP SIMULATED STONE CAP 2'-5 1/2- RIVER /2"RIVER WORN COBBLE RIVER WORN COBBLE VENEER TYPICAL = VENEER TYPICAL = M 00 SIMULATED STONE CAP GRADE VARIES RIVER WORN COBBLE I-, RIVER WORN COBBLE VENEER TYPICAL M VENEER TYPICAL I • MECHANICAL TIES @ RIVER WORN COBBLE 2_a- 8'CMU 32'HORIZ.ALONG LENGTH VENEER TYPICAL �y-;- OF WALL00 = #5 VERT. @ 16'O.0 12'POLISHED GRANITE Ax / _ #5 HORIZ. @ 16'O.0 I 1 I 4 CMU #5 VERT. @ 16 O.0 / #5 VERT. @ 16'O.0 00 SOLID GROUT - .,� #5 HORIZ. @ 16 O.0 VENEER"BRILLIANT RED' _ #5 HORIZ. @ 16'O.0 , ALL CELLS fez SOLID GROUT SOLID GROUT00 00 r ALL CELLS \ � / ALL CELLS I : I too I _ Lo = I \ I�r \ I L , ,j 50 CONCRETE SLAB M I _� M 00 1 1 00 00 #5 VERT. @ 16'O.0 8'CMU TYP. _ — W/6 X 6-10/10 WWF '* 11-1 o #5 HORIZ. @ 16'O.0 r: t0 co o cp I I 1 I SOLID GROUT I CONTINUOUS LIGHT I I ih 12'CMU a ALL CELLS %'=" i� WELL MECHANICAL TIES @ SHELF I I 6" 7" 6" 2'-10' OF WA320 HORIZ.ALONG LENGTH r• ° ° 8'CMU TYP. 12"CMU 5•CONCRETE SLAB W/ 5'CONCRETE SLAB W/ ' :"' ' 2'-3 1/2.0 6 X 6-10/10 WWF OD / 6 X 6-10/10 WWF ���- -r"-� I r 4'CMU ;' i v o •o cv : ' _° 01 LIGHT STANDARD MANUFACTURED BY s.S / - - - - - - - �--v= � I I I - e~ I ' • • O LUMEC .tet= -,- -a - - - ` v.- . a : e . ° I MODEL AS FOLLOWS: _ :i I i�I - °y a = - -� 10OMH-DMS50-SG2-QTA/240-HS-LD-SLP �ILI III I - ._-e- •a •e.• I + •I°: e _ _ I I�::I'r--I •T ` ;i4 4 I • a .' _ - -CN5-1 A-AM6U-14-GFI- 3/4x20 -G-o 10 1/2-DEC-RD6TX-IES V. v.' AVAILABLE THROUGH PRUDENTIALt1G AT I N�— la _o BEND VERTICAL REINF. INTO FHoP2�3 6 �X7 fo350 o U _ I I G •. _ I 3-CONTINUOUS#5 REINF. FOOTING lA HT SfAJvDAy4D'TO'Bit 0AINTED TO ALTERNATE DIRECTION MATCH LIGHTS SOUTH OF HIGHLAND PERFORATED PIPE ° a. ON EAST SIDE OF DAYCREEK IN PEA GRAVEL 4-CONTINUOUS#5 REINF. BEND VERTICAL REINF. INTO NOTE: FOOTING NO JUNCTION BOXES FOR ALTERNATE DIRECTION THE LIGHT FIXTURES SHALL 4-CONTINUOUS#5 REINF. BEND VERTICAL REINF. INTO BE INSTALLED OR PLACED FOOTING WITHIN THE GRAVEL SUMP ALTERNATE DIRECTION AREA. BATTERED COBBLESTONE WALL SECTION SCALE 1 MAJOR SIGN WALL SECTION SCALE 2 RETAINING WALL SCALE 3 3/4• = V-0• 3/4' = V-0' 3/4• _ V-0' NOTES NO 4" 49-0" 4" 1. CONSTRUCT WALL FROM 4', 8 , & 12"CONCRETE BLOCK.GROUT ALL CELLS GROUT FULL. 3—#3 TIES SIMULATED STONE CAP \ 03' D.C. 2. ROUNDED COBBLES TO MATCH INSTALLATION ON EXISTING MONUMENT SIGN ON EAST SIDE OF DAY CREEK BOULEVARD, SUBJECT TO PUBLIC WORKS ' FIN. GRADE = � INSPECTOR APPROVAL. r RIVER WORN COBBLE - VENEER TYPICAL 3. 4'-6'RIVER WORN COBBLE ON C.M.U.WALL W/NON-CORROSIVE MASONRY '/ �� • I TIES MORTAR BED. / oll (OPEN) // - -� / • 4. WWF 6-6/10-10 WWF SHALL BE ATTACHED TO CMU w/ANCHOR TIES, � CORROSION RESISTANT WIRE, MIN. 12 GAGE, FORMED AS EYES w/LEGS OF MIN.6'LENGTH &SPACED w/EYES OR LOOPS @ MAX. 12'O.C. IN ANY DIRECTION. 'ol 5. 12'SO. POLISHED GRANITE VENEER W/BOLT JOINTS#GR15P-"BRILLIANT RED' - -- - /��� I ���/��• BY MARBLE TECHNICS GROUP �- � I�. �. ��\� � � ' 8'CMU it 4-15 VERT. W/ 6. T DEEP SIGN WALL INSET&REVEAL. BRASS LETTER TO BE SELECTED BY CITY. ' ��. - 3' /3 TIES 0 12 D.C. 7. PLANTING PER LANDSCAPE PLANS. 4. CLR L — — -� #5 VERT. @ 16'O.0 Poo (OPEN) ,r -#5 HORIZ. @ 24.O.0 I = S. LIGHT FIXTURE KIM #4305-32WATT-TB-,20V.W/BRONZE FINISH. EP 17 POST-(2) 0 SOLID GROUT ALL CELLS 00 PER PRIVATE ELECTRICAL PLANS (OPEN 2'-0' - 9. 4'DIA. PERFORATED DRAIN UNE PIPE WITH 1 CU.FT. PER LINEAL FT. GRAVEL - - f` 2000 pm SUMP TIE INTO DRAINAGE SYSTEM. WRAP DRAIN UNE W/FILTER FABRIC, PER PRIVATE LANDSCAPE PLANS. 5'CONCRETE SLAB CITY i-�/ LOGO SCALE W/6 X 6-10/10 WWF5 SIGN NOTES 3' = 1'-0' 1. ENTRY SIGN"RANCHO CUCAMONGA"LETTERS TO BE 12'HIGH GOLD T ——��- — I INLAYED,TIMES NEW ROMAN PRISMATIC COPY. LOGO TO BE 12'HIGH If ° _ ° DAYCREEK BLVD. COMMUNITY :Ali if if SHOP RS AND LOGO INCLUDING 2 STYLE AND DRAWINGS ANDSAMPLES ACING SHALL BEESUBMITTED TO THE CITY OFOLOR, TRAIL STREET LIGHT •4 a d I�i I� I�I I�I I�I I RANCHO CUCAMONGA FOR APPROVAL. SCALE: 1'=Z I ` yl I ( I I I I 3. CONTRACTOR SHALL COORDINATE WITH CITY STAFF TO HAVE CAST MOLD FOR d ' e �I!—III—I I I�'' 'RANCHO CUCAMONGA' LOGO FABRICATED AND AVAILABLE FOR USE IN �� I °.:__• I ' ^�--_ �• 4 , : ° I:: Q CONSTRUCTION OF SPECIFIED SIGNAGE. — -� --s — — — — I 4 NOTE : LETTERS (FONT/SIZE/COLOR) SHALL MATCH EXISTING MONUMENT SIGN . a' °.. - ° I- . ON EAST SIDE OF DAY CREEK BOULEVARD, SUBJECT TO PUBLIC WORKS 1 3-#5 BOTH WAYS INSPECTOR APPROVAL BEND#5 EXTEND BOTH WAYS ALTERNATING DIRECTION 5 ROUNDED COBBLES TO MATCH INSTALLATION ON EXISTING MONUMENT ON C\ EAST SIDE OF DAY CREEK BLVD. ,SUBJECT TO PUBLIC WORKS INSPECTOR SCALE COBBLESTONE POST SECTION 4 APPROVAL NOTE: TRAIL LIGHT AND ELECTRIC METER MAINTENANCE AND COST, rr DETAIL 3/4• _ ,'-On SHALL BE THE PRIVATE DEVELOPERS RESPONSIBILITY DESCRIPTION OF REVISION DATE CITY APPROVED CIL CITY OF RANCHO CUCAMONGA ir CORNER MONUMENT PLAN AND DECORATIVE PEDESTRIAN STREET LIGHT DETAILS PR£PAR£D UNDER IN£ SUPERVISION G APPROVED BY DATE QROFESSIpN� CITY ENGINEER / ��� R.C.E. N0. BENCH MARKFy DESIGN RECOMMEND D�� �� do 0, RMA - RIVERSIDE, INC. uwamw s�Rlx '�LieT IMARK NUMBER 1638 �, GFM 3600 LIME STREET, SUITE 322 =- CALL T(CL fREf REYAPOV: 1297.297 oc W 40AW -22, M AYEASTOFEOF NWAVAAVf11KA� T No. 53454 ' * DRAWN RIVERSIDE, CA 92501 SHEET 1 &V MD June 30,e2W7 BRASS bM DYSC/N TWIT AF 80 slq ���I� �\P DF PH. 951-786-0004, FAX 951-786-0005 5 of 5 QF 4'x 2 COAKTf1 80)(CtfOT TF p� CHECKED hdOtt 53454 DRAWING NO. TOO OWING DAYS BEfQRf M XGK f. M�OLI, Va. 339154, DP 0619107 DAIS' OF CA1-�F GFM DATE FILE NO 2 0 4 , - DRC-200-3 - 00-7149 / ROWZ005-00 S Lf`7