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DA Y CREEK CHANNEL
SEE SHEET NO. 4
FOOTHILL BOULEVARD: CFD 2003-01B, PHASE M NORTH CONSTRUCTION
GENERAL NOTES - CITY OF RANCHO CUCAMONGA ULTIMATE SIGNING AND STRIPING IMPROVEMENT PLAN
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS HIGHLAND AVENUE
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. �!
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 4CTOW pw LME
THESE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER BOULEVARD METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE Raw
SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO W
COST TO THE CITY OF RANCHO CUCAMONGA. PHASE 1 =R 4
i i 2g
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES W >< 3 a
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS. WT�,sr�tc & CH
MILLER STREET
"cam
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, COMMUNITY FACILITIES DISTRICT 2003� 01B
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY IN THE CITY OF RANCHO CUCAMONGA
CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ��h y
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKESPROJECT VCT" CAROM
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-
SITE P
GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES
o�
MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
FDC7NiL BOULEVARD
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
VICIMTY MAP
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF
RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
MATERIALS AND/OR SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY �
VAC T(DRLA GARDENS MALL
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL -� PARCEL MAP O o g b
CONTENT AND GRADATION OF ASPHALT PAVING.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE '
CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, PHASE 3 PHASE I I PHASE 2
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, ROCHESTER I /
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN BLVD.
TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. I EDISON SBCFCD_ _ EDISON I
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NAM SOIL WHICH CONSISTS OF A ROCKY I
' CORRIDOR R/W CORRIDOR MONET/AVE
MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE I ; 1 26
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED
BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE - ---------------- --- - ----- - --------- - ----------- --- - - - - I - ---- I -- --- -3- ---I----- ----- --L--- ------- - ----------�-f - / ----- ----- ----------
MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. FOOTHILL BLVD. ROUTE 66
-- 1
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF
THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY I i j Z
THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE Q
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE I j DAY CREEK J
CHANNEL
DAY CREEK
CONSTRUCTED AT EACH INTERSECTION. I i •
BL vD.
0.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 2 2
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY rR
ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY PHASE 4 Z
STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE
INSPECTOR.
17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE
PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED (n
ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN-
ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS-
FACTION OF THE CITY ENGINEER. Z
URITY CONTACT Q
CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 INDEX MAP z
MR. BOB STALLINGS ��RR
FOR BASE LINE ROAD CONSTRUCTION ]�[ SCALE 1"=200' V
GENERAL TELEPHONE 1-800-483-3000 (n
SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. SIGNING AND STRIPING NOTES
•
216 N. EUCLID AVENUE 1-800-427-2000 COMM.
ONTARIO, CA 91762 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND L E G E N D j
CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS ANDSTANDARD
9641 SAN BERNARDINO ROAD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD
RANCHO CUCAMONGA, CA 91730 PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR 9 DENOTES SOMNG AND STRIPING PLAN SHEET NUMBER lit
METROPOLITAN WATER DISTRICT (909) 593-7474 DIRECTED BY THE CITY ENGINEER.
700 N. MORENO AVENUE2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND DENOTE PROPOSED STREET LINTS
lA VERNE, CA 91750 INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THETAS NDARD
COMCAST 909) 983-9895 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE DENOTES DOSTING STREET LGHTS W
1205 DUPONT STREET PORTION OF RED HILL) FOLLOWING PROVISIONS: Q
ONTARIO, CA 91762 A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS,
(S.A.E.) UNLESS OTHERWISE NOTED. DENOTES STREET NAME SM
MARKS CABLEVISION (909) 987-6275 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE
10808 FOOTHILL BLVD. 1120 (909) 880-0222 REMOVED BY WET SANDBLASTING. • DENOTES SIGN
CUCAMONGA, CA 91730 C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED.
REMOVED BY WET SANDBLASTING. m
D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL DENOTES QPM PFJ SHEET NUMBER Q
BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. `�' �
E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL I
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. EXISTING SURVEY MONUMENTATION 16 DENEXISTING STING SURVEY MONUMENTS O
F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY O
THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES STRIPING AND MARKINGS. THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE N
SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD DESCRIBED AS FOLLOWS:
0
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS SURFACES SHALL BE AN APPROVED LOW Voc TYPE, 15 ML THICK (WET). CITY OF RANCH 0 CUCAMONGA
TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO LL
THESE PLANS. 17 P.M.B. 92%93 100. ACCEPTED A5 SECTION ORNETN PER C.S.F.B. 004015-001381; AND PER P.M. NO. O Q�pF ESS/ON9l ! 1
WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. V
H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE 4`; ��� C. c^
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. 26 FOUND 2• I.P. TAGGED "LS 3419', DOWN 1.0', PER NO. 15641, P.M.B. 192/93-100; AND ULTIMATE SIGNING & STRIPING IMPROVEMENT PLAN FOR��� �' ��'
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTOOG FOLLOWING PROVISIONS: 47/51-55. ACCEPTED AS SOUTHWESTERLY CORNER NO. 15641. `" No. 20596 30 _r,,"
m Q
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH FOOTHILL BOULEVARD
REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR oc Exp. 9— -05 �
HOLIDAY'S WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE Q
SATISFACTION OF THE CITY ENGINEER. qTF CIVIL �P PHASE 1 - 4
THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH DATE g-1�-04 GIc CAL
AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE STANLEY C. M SE RCE NO. 96 COMMUNITY FACILITIES DISTRICT 2003'1B w
REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION WITH CITY AND STATE STANDARDS.
J
K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN D
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY APPROVED BY DATE: �'�'
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF —� RCE NO 24953 O
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS TRAFFIC ENGINEER. CITY ENGINEER �� m
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING DESIGN RECOMMENDED
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO. 401-8, CITY OF RANCHO CUCAMONGA .51 17520 Re"Avg.
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, INWi5S0 � � J
UNLESS NOTED OTHERWISE. BENCHMARK N0. 10051, ELEV.: 1300.686 B.J.B. w Irrwe,a 92614
CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SET 2" 0 0 K 1 c BRASS DISK IN CONC. CURB , Msip:949-151-Ml
NEGLIGENCE OF THE OWNER OR ENGINEER.
STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN sc�u►►: FAX: 949-I51-0516 SHEET
10051 1987" AT THE NORTHWEST CORNER OF B.J.B. .l A E R S ENGINEERSSURVEYORS
BASE LINE ROAD AND SWANSON PLACE 0.25 1 OF
MILES WEST OF ETIWANDA AVENUE, AT CHECKED _ 20596 DRAWING NO. Q
DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO O
APPROVED: OF CURB RETURN. DATE 1�-� `� FILE NO
_ LL
• I:\46608\IMPLANS\STRIPING\STRIP-Ol.dwg 8/16/04
PROJECT SHEET N0. OF
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cr ., r 3
EXISTING R26(S) SIGN �I cr
WITH POLE I ,
EXISTING STREET UGHT EXISTING STREET LIGHT 14' 5' 11' 11' 10' 110' 11' 11' 4� bd CURB TRANSITION 67.40' PROPOSED CURB
EXISTING STREET LIGHT
WITH R-26(S) do R18-A SIGN WITH R-26(S) SIGN WITH R-26(S) do R18-2 SIGN EXISTING STREET UGHT AND GUTTER
EXISTING DRNEWAY WITH R-26(S) SIGN I "-' 8 QD 4 396' CURB TAPER
EXISTING STREET LIGHT EXISTING CURB _
WITH R-26(S) SIGN do GUTTER EXISTING FN EXISTING CURB 160' SPACING 1
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C> EXISTING STRIPING `� TO REMAIN IN PLA — — •r — — — — — — —
^ o> ♦ - - —
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PROPOSED ELEVATED MEDIAN EXISTING TYPE "K" MARKER 60 125' SPACING 69 125' SPACING 60 125' SPACING 60 o
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400' STORAGE SPACE
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` 60 120' SPACING 120' SPACING
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-�.._. , ._. ._ - _._ _._: . __. ._. ..._ ..._ _ _ ._ _ . . ._. _..._.. , .. _ ..r.._... .. _. . ^ _...._.._ ., l PROPOSED
BIKE LANE
_ I .
EXISTING STREET LIGHT EXISTING CURB 60 120' SPACING R/W 60 120' SPACING
R/W �' S� - DRIVEWAY
WITH R-26(S) SIGN L _
do GUTTER EXISTING STREET LIGHT LEXISTING STREET LIGHT EXISTING CURB EXISTING R18 2 SIGN
WITH R-26(S) SIGN WITH R-26(S) SIGN AND GUTTER EXISTING CURBAA.p.H o 227-021-17 AopoMo 227-021-32
EXISTING STREET LIGHT EXISTING DRIVEWAY EXISTING STREET UGHT do GUTTER 'l 15' 11 10' (10' 11' 15'
WITH R-26(S) SIGN WITH R-26(S) SIGN EXISTING SIGNALIZED INTERSECTION
TO BE MODIFIED PER CFD 2003-01B d EXISTING FH
TRAFFIC SIGNAL PLAN f 3
1 �
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EXISTING STRIPING -
REMAIN IN PLACE
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oc ANGLE POINT PROPOSED ELEVATED MEDIAN BACK TO BACK 8 89 M 8 89 BACK TO BACK
W 125 SPACING 60 r79 80 81 0 - - - - - - -_ --- - - - - - - _-
-
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PROPOSED ELEVATED MEDIAN — 188' CURB TAPER Z =
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A.P.H. o o � EXISTING I PROPOSED
2 2 U O M 3 2 DRIVEWAY DRIVEWAY 200 STORAGE SPACE
SOUTHERN HLSRN CEDD OSON � PROPOSED CURB —
f AND GUTTER W
COI MDOOR EXISTING SOUTHERN CALFORN� A co
Q
EDD MOON EASEMENT �
w
DAY CREEK CHANNEL 0°
FOOTHILL BOULEVARD (ROUTE 66) (PUBLIC) 0
0
1M
0
0
1 DESCRIPTION OF REVISION DATE CITY N
CONSTRUCTION NOTES APPROVED: Q
CITY OF RAte"CHO CUCAMONGA LL
59 INSTALL RIO (RT) SIGN PER CALTRANS STD. o- INSTALL R81 SIGN PER CALTRANS STD. F V
o- STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A o- INSTALL R18-1 SIGN PER CALTRANS STD. I FESS/ ULTIMATE SIGNING & STRIPING IMPROVEMENT PLAN FOR
STENCIL "BIKE" "UNE" PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 � C ay FOOTHILL BOULEVARD o
63 INSTALL 8 SKIP CHANNELIZING UNE UNE PER CITY STD. DWG. NO. 133 INSTALL CHEVRON SYMBOL LEGEND ���
64 INSTALL COMMUNITY FACILITIES DISTRICT 2003-1B W
DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 80 STENCIL TYPE VI ARROW WITH 90' SPACING PER CALTRANS STD. DWG. NO. A24A FULL No. 20596 �' (STA. 67+88.06 TO STA. 90+12.85
" a Exp. 9-30-05
65 INSTALL 4SKIP WHITE UNE UNE PER CITY STD. DWG. N0. 133 81 INSTALL UNE UNE EXTENSION PER CALTRANS STD. DWG. N0. A208 O FULL SIGNALIZED INTERSECTION �r celm �*
66 INSTALL 4" SOLID WHITE UNE UNE PER CITY STD. DWG. NO. 133 8� INSTALL TYPE H MARKERS PER CALTRANS STD. DWG. NO A20B F or,
INSTALL 6" SOLID WHITE UNE UNE PER CITY STD. DWG. NO. 133 83 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 0 20 40 80 160 APPROVED B Y DATE:
68 INSTALL 6" SKIP WHITE UNE UNE PER CITY STD. DWG. No. 133 84 RESET EXISTING SIGN (TYPE PER PUN) PROPOSED STREET LIGHT CITY ENGINEER '��'" ✓�✓ �— RCE NO 24953 0
" N R CALTRANS STD. - F N H AM N A DESIGN M`o. t. aA.. RECOMMENDED m
69 INSTALL 8 SOLID WHITE CHANNELIZING UNE UNE PER CITY STD. DWG. NO. 133 85 INSTALL W7S SIG PE C Ak PROPOSED FIRE HYDRANT FIT
D n O RA O CUC O 0
B.J.B. "*.lp5° ( 1
INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 86 INSTALL ROUTE 66 INSIGNIA BENCHMARK NUMBER 1636 " DO-I I �. CA 9614
J
- DRAWN r V&,c«949251-8821 SHEET
ELEVATION : 1297.297 g ' 5 C H.1.= FAX: 949251-0516
71 INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401A & 401B REMOVE EXISTING SIGN (TYPE PER PUN) 2 3
INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 88 STENCIL TYPE III LEFT RIGHT ARROW PER CALTRANS STD. DWG. NO 424A - 24' EAST OF � ETIWANDA AVENUE B.J.B. . �' ERS E N G I N E E R f SURVEYORS OF
o- / AND 40' NORTH OF C BASELINE. SET CHECKED DRAWING N0. Q
o- INSTALL R26(S) SIGN PER CALTRANS STD. 89 INSTALL R34 SIGN PER CALTRANS STD. BRASS BENCH DISC IN TOP OF NE END RCE NO 20596
OF 4' x 2' CONCRETE BOX CULVERT 0
S.C.N. DATE '1 ,�',� FILE NO
_ LL
PROJECT SFEET NO. OF I:\46608\IMPLANS\STRIPING\STRIP-02.dwg 8/16/04
DAY CREEK BOULEVARD
!SOUTHERN
(L1I�(p�(�() R18-1 SIGN 16; 11' 11' 11' 12' i 13' 111' 111' 1 17'
V211 H E ��J �j � � n � r I I 1 , SIGNING AND STRIPING
CAWORNoA U .P. . 227-201-3 7/ /1 . .N. 227-201-4` 4 RIGHT TURN i PER CFD 2001-01B
D��0� PRO
35.W
arD� CHANNEUZING ISLAND ,
I RIGHT TURN
3500, 1750, 17501PROPOSED CURB I CHANNEUZING ISLAND
0 D 0 PROPOSED 0� 4 PROPOSED CURB 60 130' SPACING AND GUTTER 69 fig
L ti� g PROPOSED
1750, 1750, PROPOSED CURB PROPOSED 6 � 4 85 2, t3 5 BIKE LANE
PROP. ELEVATED MEDIAN AND GUTTER BIKELANE 4 14yo 130 SPACING 4 S 5 I I `ti �o, R/W
RSM R/W �o 5 69
f _ 69
1 4 6 6 I 4 6 6 6 i69 ' BAY TAPER 69 o
t�
R/W 60 _ - - ---- - '- ----2�,-
W ( J m N F 6 -- 68
- 59 69 °°
c ---- -- 1:33 TAPER Q 7 i I I TYPE "K" oo -� m 60
tr J op
�-- 100 10, > ---- -------------------- ----- --------- I MARKER
90 SPACING 80 65 80 90' SPACING 63 90' SPACING 80 81
Q _ _ _ - - - - - - - - - - - - - - - - - - - 69 6 I 69 100 ao
> s _ - - - - - - � —AN
IL60 08 _ 65 = 8 _ 90' SPACING8064 66 100' � N 65PROPOSED ELEVATED MEDIAN "' ' �� ' Ln ,O, �C 90' SPACING 69 60 90' SPACING �� ., 81 60 90 SPACING p
M
_ 93 94 T ao 1 ``�\� L _ _ 90fo1SPACING 60 102 m
srr cn�nr - co \ -
W -- - - - - o -- �- - - -- - - - - - - - + - - - - - - -�- - - - - -�- -
—400L STORAGE > - - - - -- - - - - - - +- - - # --- - -F— - ----, - -- - - - - - - - - -
W - a ---- 64 0
I , - ^ W
H 69 > > 10 69 130' SPACING 60 130' SPACING 60 69
458' MIN. LANE TAPER 60 130' SPACING;ty`', / •�� oO Z W
W � — — — _ _ I 65
4n 10' — — — — — 83 60 130' SPACING 69 83 I _, 83 8 np
- - - - - - - - _ 8 - - - - - - — - - - - - - - - 1�� X111 81` — — � � - - � v�
65 -- 59 _1?D' BAS TAPS 65 o 100' 66 10 81 i l --- 65 ?o J =
� 6 1 �6g}� — — `� — — — — — — — I 65 — 65 200' 63 100' 69 I °° ^ V
---- ----__1-------- 6 6 68 — — — — — — — — — — — — — — — — �I — — — — ---�
`` 6 6 6b
Do r- - ----- --,�----- 100, r ' 6 ao 65
W ,- -- - - ------ ---------- TYPE K' /
R/W MARKER
I
PROPOSED
24.46' 24.55' 4 4 17.50'117. R/W a BIKELANE R/W �
49.01' 6 � 4 4 PROPOSED 4 0
6
PROPOSED D/W 35.00' 6 BIKELANE
� = 4
00 2a-63 PR°P°SE° °� !,�. a ,6D' SPACING
SOUTHERN CALIFORNIA A.P.N. 229. so
CROSSWALK STRIPING
PER TRAFFIC SIGNAL PLAN 73 83,
EDISON EASEMENT F00THILL BOULEVARD (ROUTE 66) (PUBLIC) SIGNING AND STRIPING SOUTH OF � 16'- 57' 58' ' • 25' -
FOOTHILL BLVD. BY OTHERS 5' 12' 16.5' 11' 11' I11' 11' 11' 11' 4' 11'
MONET AVENUE (PRIVATE)
f SOUTHBOUND SOUTHBOUND
/ I SIGNING AND STRIPING PER SEPARATE PLAN OFF RAMP ON RAMP Z
0-
SIGNING
SIGNtNG AND STRIPING
UEN72AT E pQRC EL MAP 15716
PER ON SITE VICTORIA
GARDENS IMP. PLANS 1q I Z
R1 do R41 SIGN �y ``5 0.
o i t yfo, —
_ a:
PROPOSED PROPOSED PROPOSED CURB
CL 4 BIKELANE 2j, BIKE LANE AND GUTTER 80 90 SPACING
� g ,, Z
6 4 1 - Q
090' SPACING fi N 6 I f
-j m 69 0 I a EXISTING CURB
W ---------------- - �, __
__..- a..... _w....._.
- - !Lj AND GUTTER co
I o _
4 z
6 -----1��--
----- -- 69 ' 6 69 � 61 bg � 69 6 � 200' - A00000 - - ---- 63----- - - r,, II _. _ -- _ . �
�+ 69 So 90' SPACING 80 ------------------------------ + Q
N - - - - - - - - - - - - - - = - - I 8090' SPACING N Z
90' SPACING80 - - - - - - - — �' - - - - - - - - - - - -
L
_ 65 65 I - LO EXISTING BRIDGE
� ' 292' MIN. LANE TAPER — — — 8 — — — — — — — — — — — ', - — — — _ •
d - 8 ,�, 100' TAPER I FULL
69 A —t I I
> - 1 104 5g T 105 ;� - ^ - - --- \ ^ �o _„
J
_ t1t tr2
- - ------- --+ - -—- - -�- - - - - - - -- - - - --- - - - - - - - -+ - - - --+- - - - + -�- - - --- --+--- - -----------�.- ..+-- -
---- - - 10' 39' 8 PROP6SED ELEVATED MEDIAN > zo
< ;0 90' SPACING 80 > IIN • I 100' TAPER �-LIMITS OF IMP. -,EXISTING ELEVATED MEDIANIF
W 459' LANE TAPER!zu — — — — — — — — — — — — — _ — — — — — — — — — — — —
90 SPACING 60 59 _ _ _
N — — — �--_ — — — — — — — — — — 65 — — — —65 0 — � I N — — — — - WITH
FOUNDATION
l 65 — 65 _ — 65 — — — — — — — — — 63 &-4
(3 69 I N N co N
Vfi3 o 65 65 — — — — — — — — — — ----- ---------------��-----------`�-�--- - ---------- - - --------------------- --
F
- - =- - - �w/�
84 G77-A SIGN ao "' 68 60 t CV M 0/
100 62 6 6 ---------------— -------- -- - - -��� -�- ao0fr Q
70' BUS E AY o --- -- ----- --- I w
I 160' SPACING 60 PROPOSED R/W PROPOSED CURB AND GUTTER 4 EXISTING CURB /
4 AND GUTTER
Q_ 4 117.50' 1 17.50'
3
160' SPACING 60 PR0POSED O
D
M M M
A.P. . 2290021-61 �a�oU Vo ���aO���� 0 O
28�- DESCRIPTION OF REVISION DATE CITY CV
CONSTRUCTION NOTES FOOTHILL BOULEVARD (ROUTE 66) (PUBLIC) APPROVED:
SOUTHBOUND CITY OF RANCHO CUCAMONGA LL
159 INSTALL RIO (RT) SIGN PER CALTRANS STD. o- INSTALL R81 SIGN PER CALTRANS STD. ON RAMP U
60 STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. No. 424A t1 INSTALL R18-1 SIGN PER CALTRANS STD. ESS ULTIMATE SIGNING & STRIPING IMPROVEMENT PLAN FOR
pf
�2 - STENCIL "BIKE" "UNE' PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING INSTALL METAL SIGN POST PER CITY STD. DVIFG. NO. 130 � G- oil FOOTHLL BOULEVARD
63
INSTALL 8" SKIP CHANNELIZING UNE UNE PER CITY STD. DWG. NO. 133 t�9 - INSTALL CHEVRON SYMBOL LEGEND ���' ��,`�� cc
64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 80 STENCIL TYPE VI ARROW WITH 90' SPACING PER CALTRANS STD. M. NO. A24A FULL No. 2059 m (STA. 90+12.85 TO STA. 109+39.85
65 INSTALL 4" SKIP WHITE UNE UNE PER CITY STD. DWG. NO. 133 81 INSTALL UNE UNE EXTENSION PER CALTRANS STD. DWG. NO. A208 * Exp. 9-30-05 * COMMUNITY FACILITIES DISTRICT 2003—� w
O FULL SIGNALIZED INTERSECTION �ql civil, ,P J
t66 INSTALL 4" SOLID WHITE UNE UNE PER CITY STD. DWG. N0. 133 8�- INSTALL TYPE "H" MARKERS PER CALTRANS STD. DWG. NO A20B F �J_\ c
INSTALL 6" SOLID WHITE UNE UNE PER CITY STD. DWG. NO. 133 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 0--- PROPOSED STREET LIGHT 0 20 40 80 160 APPROVED BY DATE: %� �� D
68 INSTALL 6" SKIP WHITE UNE UNE PER CITY STD. DWG. N0. 133 1�4 - RESET EXISTING SIGN (TYPE PER PUN)
CITY ENGINEER �U � RCE NO 24953
INSTALL8" SOLID WHITE CHANNELRING UNE UNE PER CITY STD. DWG. N0. 133 �- INSTALL W7S SIGN PER CALTRANS STD. - CITY OF RANCHO CUCAMONGA DESIGN MORfl 173202 , A- RECOMMENDED
� PROPOSED FIRE HYDRANT B.J.B. S.riN350 r J
0 INSTALL 12" SOUD WHITE STRIPE PER CITY STD. DWG. NO. 133 8 REMOVE EXISTING SIGNTYPE PER PUN o O R,t M 0.1.0'CA 91616
( ) _ BENCHMARK NUMBER 1636 DRAWN � SHEET J
71 INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401 A & 401 B Q— STENCIL TYPE III LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO 424A ELEVATION : 1297.297 .c"•..: .AX: 99.251-0516
24' EAST OF C ETIWANDA AVENUE B.J.B. ERs I N 0 1 N I I R 5 s u R v l r o n s 3 OF 3
r INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 AND 40' NORTH OF C BASELINE. SET CHECKED DRAWING NO. Q
INSTALL R26(S) SIGN PER CALTRANS STD20596
OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE ` = 4 FILE NO 0
, LL
PROJECT SET NO. OF I:\46608\IMPLANS\STRIPING\STRIP-03.dwg 8/29/04