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HomeMy WebLinkAbout1757-S BE NCEI MARK: BENCHMARK NUMBER 163B ELEVATION: 1297.297 24' EAST OF C.L. ETIWANDA AVENUE AND 40' NORTH OF C.L. BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4' x 2' CONCRETE BOX CULVERT I I II � ll 'I VICTORIA PARK �� I DANE _—GURB-- --- -- - - —— -- — — — — `�` 19 �\ - °D cIp= O -__ REPLACE fXIST ly - — '— K' MARKER -- / -� EX- MEDIAN GURB -- _ _—— — —— — —--- X. MEDIAN CURB — — = 0 1 4 -s—• — � -- - -- -� 3 =� -- - --- 5--------- 6-- ------ 7 /ji 1 REMOVE 114 L.F. OFEXIST. — _ -- - - -- -- 9 - - - -- - -- - - - --- - -- - - ---- 1 EX STRIPING - EXIST S TRIPNG 'K' MARKER v EXSTRPN G - -- - ii ---' _ C1 1, __ _ _ _ -- --- - - - --- - - ---- - - - - - - -- - --- ----- - - - -- ----- - - - _._ - l _ PROP. ROW ,.q� 1 _ -- _ . PROP. ROW I f _ EXIST.OUR?, A GUT�{Z 5_ p 00- - -- - 1l1TI•IRE aD a N o - + N U- N 0 y, c. eneoN WW 0 �1 � � � 1' 22' 22' 11'� 0 o SEE S EET No. 3 FOR KENSINGTON PL. ► PARKWAY SIDEWALK LAYOUT SEE SHEET No. 4 STRIPING CONSTRUCTION NOTES: O APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133 O APPLY DIRECTIONAL ARROWS 6 PAVEMENT LEGEND AS SHOWN CONSTRUCTION NOTES: ON PLAN . CALTRANS STD . 6-22 & 6-23 O INSTALL R26 (S) "NO STOPPING ANYTIME" ON ST . LIGHT POST CONSTRUCT SIDEWALK PER CITY STD . PLAN N0. 103 ("W" PER PLAN) O 14 INSTALL TYPE "H" MEDIAN LINE MARKERS PER CITY STD. 133 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0. 134 © 2? GoNSTRIIGT RETAINING WALL PCR DETAIL BELOW W . �9 INSTALL TYPE "K" MARKER NOTE: REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS N VICTORIA PARK LN . SEF SHEET NO . 3 LJ �. l _ �- EXIST 5164I14 >'G S7IPIt1G @�YPORV1 PARK LAME _ C o�c ' �I !! PER MDS DWG. NO. 1677 OL w H PERIMETER WALL/ W w " PROP. ROW TRACT BOUNDARY EXIST, ROW I rfz 04 'YE X CURB GU 1 E R �i �i .,�h� -Irlti0� Cc�� C°� O' :� ,L� / h� 0� 5 05 LA Jw �� �v h~ n �, O� Cc0 V Lo L�0 �v LCn �v r L�0 �v c�0 — �� (� L�0 v — L^ �v � I �v � I� 1 �� p. — — / L fti /dam — �f- Z CID h CT ' CIO 4 c n �h �c i 2 4 > - Z7 SCAT F 1' 40' O Oa � ------- --------------- -------- --� ---------- --- Z � O - - _ _ r _ 1 — ------- ---------- ---- _ _ _ - - - -- -- --- SCALE IN FEET F- Z -- --— -- -- �Y_-- -._ —_ —_.__ ___ __._ 30 3 3 33 34 35 36 , v ALE : _ 0 DN CURB Q J 3 — 0 40 80 1 0 1 60 C) EX. MEDIAN Cr m w LJ LJ w N U EX. CURB + GUTTER EX. GURB + GUTTER I I [�`1 O o o 711U-1EXIST. SIGNING STRIPING /1 ADD RETAINING WALL DETAIL tND IOPI GOr111C1"101`1 �� , PARK LANE Q uD(1r. >3Y Ivou� k _y�'- �; DAY CRtrtK D � VICTOR I We SIGNINU 41 S'11ziPINC, PMN Sl4T• 3 01F4 I I �IEZ0 I.ANEEl�51sN0Y�u , t�( MADo�� ALONG S+sa�Us,`f�,VIG'TbRIQ W*-' !/- �•d �� DWG.NO. 1682-� Ahtp Tl[f.FPIG $I6NAL PIAN -4- _ -_ MARGUERITE DR . 4Of7 PWC,- 4o• IQN2-5 • DESCRIPIIDN Of REVISION SEE TRACT NO. 15875-1 fl*ZMIN,)�*7P� OVE DRAINAGE SWALE BEHIND WALL DATE APPROVED STREET IMPVMNT. PLANS f0 DRAIN . —R/yy CITY of RANCHO CUCAMONGA DAY CREEK BOULEVARD 5� PTR. 16041 I PERIMEII:R WALL 414 - ----- — --- — -- - - ---- -- *4 CONT, � I STREET IMPROVEMENT PL ANS VARIES SIGNING STRIPING PE AN S' WOE BLOCKS 19' MIN. DAY CREEK BLVD. DAY CREEK BOUE EVARD i PAD 0. w&i 24' 0.c, z EXIST. R/W VICTORIA PARK LANE 4 CONT. W TRACT NO _ 16081 4(? 24 0•C. a cr7l i' 1 MAX. V%m 19G WALL SPALL WE A NVM P=t%M 20 2 CLEAR a � PSR DAY WtK Wo. 5mN1G/REcF-EAT09 •2 (. MAX . D ATE Rer GOIZR I DOR MASIirR� PLAN APPROVED B Y: i .; Z 3:1 MM. pFESS10 CITY ENGINEER f '' _ R . C . E . 24953 e ZL5 CONr.IN 4 PLACES 2MIN 0•x'' ,�kQ���ILION �iyFy�� DE S I GN MADOLE & ASSOCIATES, INC. RE MME NDE D IN FOOTING AS SHOWN. �` �o y SCL OF THE INLAND EMPIRE J 1 a -- CONSULTING CIVIL ENGINEERS 12•X 1Z KEY. SIDE YOLK Q 7 No- 14814 m v '-- LAND PLANNERS - LAND SURVEYORS M ?-d• Q DRAWN W N 10601 CHURCH Exp: 3-31-01 RANCHO CUCANO GEA,T CAU 91730 ITE T SHE E _ 0 SECTION C s SCL (9/09.)948 1311 3o F�— l NTs OI VI\- ti� �I�/ - cn RETAINING WALL DETAIL �IFOF CA�IF�P� CHECKED _ RCE No 14814 DRAWING N0 . MLB DAI E Q_1 FILE No 17S PROJECT SHIT . NO . OF DWG. DATE 6/26/00 REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS - N O, — o Z i n , 1 O a- ` + 19 11 � a - r EX. MEDIAN , , O - 21 N - 22 23 -- 27 28 to Q Q N -- — — N 29 - S 30LJ 1 b�TYP. 19 REPLACE EXIST. ----� "K" MARKER W W ^ 0 Z J r' �t I s %c• L il W Z 0 CURB & GUTTER U Q c' f o I T N Lr) F _ Q 66' I 11 L 22' 22' 11 � _ _ � - , ' DAY CREEK BOULEVARD SUGAR GUM STREET CONSTRUCTION NOTES O1 APPLY 4" SKIP WHITE LANE PER CITY STD. PLAN 133. Q O2 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. O . O3 LIMIT LINE OR CROSSWALK PER TRAFFIC SIGNAL PLANS. ® APPLY DIRECTION ARROWS & PAVEMENT LEGEND AS SHOWN ON PLAN. CALTRANS STD. 6-22 AND 6-23. Lu — O5 INSTALL R26(S) "NO STOPPING ANYTIME" ON ST LIGHT POST. z © INSTALL R18-1 "RIGHT TURN ONLY" 12' 316' O7 INSTALL W41 "SIGNAL AHEAD" w "I ® INSTALL W56 DOUBLE ARROW �.s INSTALL W7 "SIDE ROAD SIGN" co -— 1 1 APPLY 4" SOLID YELLOW STRIPE PER CITY STD. PLAN 133. 1� APPLY 4" SOLID WHITE STRIPE PER CITY STD. PLAN 133. Ki O 1� INSTALL N-1 MARKER PER CITY STD. PLAN 130. + CN . + INSTALL G "STREET NAME SIGN- 0 F �� ,i ! 14 o - """-�.._ " "`A� o 1� INSTALL TYPE "H" MEDIAN LINE MARKERS PER CITY STD. 133. o 11 12 Ln t 13 f 14 `#` MEDIAN — `�� 15 ' It LL Q w INSTALL R10 "ONE WAY" ... 1 s �p F _J 17 CIS!19 ,� 0 2 �� LLJ 1� "SIGNAL AHEAD" PAVEMENT MARKING & SIGN, > PER TRAFFIC SIGNAL PLAN. u{f - O to INSTALL TYPE "K" MARKER a i w W INSTALL R34 "NO U-TURN" `n 1� �j INSTALL R17 "NO LEFT TURN" _ -- INSTALL R61 -13 `• -�. o I Q DAY CREEK BOULEVARD Al 4 N0 . DESCRIPTION of REVISION DATE TAPPROVED 11 12 13 14 - 15 CITY of RANCHO CUCAMONGA - - SIGNING AND STRIPING PLAN - LEFT TURN POCKET DAY CREEK BOULEVARD - TRACT N0 . 16081 APPROVED BY. ' DATE: . CITY ENGINEE RCE o 24953 = DESIGN MADOLE SOCIATES, INC. RECOMMENDED u S M F OF THE INLAND EMPIRE 1/�/+ CONSULTING CML ENGINEERS _VA AND LAND PLANNERS _—. DRAWN 10601 CHURCH STRErT. SURE 107 SCALE N FEET RANCHO CUCWONGA, CA 91730 SHEET 0 40 80 120 160 SCALE: 1 " = 40' - - ._ _. _ - - -- ,. - - -- ,, _ , - CHECKED — - --- _ RCE No 14814 DRAWING N0. IVIF (909) 90-1311 14 of 14 _ DATE 11/01/99 FILE No —, PLOT DATE: 11/01/99 ! 0_F_/6 J:\daycreekblvd\STRIPING\stptrimark.dwg, 02/06/01 08:12:57 AM, cb