Exhibit N
Additional Traffic Calming Measures
City Council:
Costco Commercial Center Project
113LF39
381 LF32
187 LF
3 3998 LF
93 LF
7'
11'
12'
11'
7'
2 39A 21 LF
39A31 LF
WEST SPRUCE
AVE
N SANDRINI
AVE
R81(CA)
39A 21 LF
39122 LF
2 6
39 7'
11'
11'
7'
8'
13 7'
11'
13'
12'
12'
HAYES AVE
1 R2-1 (40 MPH)
R3-7
37B 80 LF
1 W74(CA)
1 12'
7'
5 14
1 39A493LF
9 7'
3 51
5 37B380LF
R380LF
R 2x80 LF3 4
3 4
39A2x50LF
7 3
63 63
35+00
36+00
37+00
38+00
39+00
40+00
41+00
41+50
39 3
CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS
REVIEWED:
OFFICE ENG:_____________ CITY ENG:___________
DR. BY: DAM
CH. BY: KPM
DATE: 12/08/2023
SCALE: PER PLAN
SHEET NO:______________
OF______________ SHEETS
PW FILE NO: ________________
PROJ. ID. ___________________
FUND NO. ___________________
ORG. NO. ___________________
REF. & REV. PLANS & SPECIFICATIONS FOR THE
DEVELOPMENT OF STREETS
COSTCO FRESNO
KIMLEY-HORN AND ASSOCIATES, INC.
1201 THIRD AVENUE, SUITE 2500
SEATTLE, WA 98101
PHONE: 206-607-2600
WWW.KIMLEY-HORN.COM
PRELIMINARY
NOT FORCONSTRUCTION
45 26
SIGNING & STRIPING PLAN - W SPRUCE AVE (2) XX-X-XX026
WEST SPRUCE AVE (PUBLIC STREET)
MATCHLINE - STA 57+50.00
GENERAL STRIPING NOTES
1. TRAFFIC STRIPING, RAISED PAVEMENT MARKERS, REFLECTIVE MATERIALS, THE
APPLICATION OF NEW THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS, AND THE
INSTALLATION OF NEW RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS
IN THE LATEST EDITION OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD
PLANS, THE PROJECT SPECIAL PROVISIONS AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD).
2. STRIPING DETAILS, PAVEMENT LEGENDS AND SYMBOLS SHALL CONFORM TO THOSE IN CALTRANS STANDARD PLANS, LATEST EDITION. PAVEMENT LEGENDS AND SYMBOLS SHALL BE WHITE, UNLESS NOTED OTHERWISE.
3. LANE LINE AND/OR CENTERLINE PAVEMENT DELINEATION, WHERE EXISTING OR CALLED FOR
ON THE PLANS, SHALL BE PROVIDED AT ALL TIMES FOR TRAVELED WAYS OPEN TO PUBLIC TRAFFIC. WHENEVER THE WORK CAUSES OBLITERATION OF PAVEMENT DELINEATION,
TEMPORARY PAVEMENT DELINEATION OR PERMANENT TRAFFIC STRIPES OF THE
APPROPRIATE COLOR AND DETAIL SHALL BE IN PLACE, IN THE LOCATIONS SHOWN ON THE PLANS, PRIOR TO OPENING THE TRAVELED WAY TO PUBLIC TRAFFIC.
4. STRIPING SHALL NOT BE PLACED UNTIL SPOTTED AND SPOTTING IS APPROVED BY THE CITY INSPECTOR.
5. ALL CONFLICTING EXISTING STRIPING, PAINTED SYMBOLS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. THE REMOVAL OF PAINTED MARKINGS AND RAISED PAVEMENT
MARKERS SHALL CONFORM TO THE PROVISIONS OF THE LATEST EDITION OF CALTRANS STANDARD SPECIFICATIONS.
6. THERMOPLASTIC PAVEMENT MARKING MATERIALS AND INSTALLATION SHALL CONFORM TO CALTRANS STANDARD (AND REVISED STANDARD) SPECIFICATIONS. MATERIALS SHALL CONSIST OF EXTRUDED ALKYD BINDER THERMOPLASTIC. APPLICATION SHALL BE BY RIBBON OR EXTRUDED METHODS ONLY (NO SPRAYING).
7. DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS, INSTALLATIONS, AND/OR REMOVAL SHALL
CONFORM TO THE LATEST EDITION OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, AND CA MUTCD. TRAFFIC WARNING AND REGULATORY SIGNS SHALL HAVE REFLECTORIZED HIGH INTENSITY SHEETING ON 0.080-INCH THICK 5062H38 ALUMINUM.
MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS MEETING ALL APPLICABLE SPECIFICATIONS.
8. SIGN POSTS SHALL BE TELESPAR OR APPROVED EQUAL 2-INCH SQUARE 14 GAUGE POST WITH PREPUNCHED HOLES, INSTALLED IN A TELESPAR OR APPROVED EQUAL 12 GAUGE REUSABLE ANCHOR (2-1/4 INCH SQUARE BY 30 INCH). SIGN POST SHALL EXTEND INTO ANCHOR 12" MINIMUM. DRIVE ANCHOR INTO SOIL LEAVING FOUR ROWS OF HOLES EXPOSED (NO MORE THAN 4 INCHES). IN CONCRETE SIDEWALKS GROUT ALL AROUND ANCHOR. IN
NEW PAVEMENT AREAS (PAVED MEDIANS AND SIDEWALKS), SIGN POST AND ANCHOR SHALL BE INSTALLED THROUGH A SIX (6) INCH DIAMETER PAVEMENT SLEEVE AND GROUTED IN PLACE. ALL HARDWARE SHALL BE VANDAL RESISTANT.
9. TRAFFIC SIGN POSTS SHALL NOT BE INSTALLED UNTIL LOCATIONS ARE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE CITY TRAFFIC INSPECTOR.
10. CONFLICTING STRIPING SHALL BE REMOVED AND REPLACED IN KIND BY WET SANDBLASTING ONLY.
STRIPING NOTES
SIGNING NOTES
INSTALL NEW SIGN AND POST 18" FROM FACE OF CURB.1
REMOVE EXIST DEAD END SIGN FROM LIGHT POLE.2
REMOVE EXISTING R30(A) SIGN AND POST.3
INSTALL W9-1 SIGN 25 FEET EAST OF SPRUCE/HAYES INTERSECTION.5 INSTALL TYPE IV(L) ARROW PER CALTRANS STD DETAIL A24A TYPE 4(L).2
INSTALL BIKE LANE SYMBOL AND ARROW PER CALTRANS STD DETAIL A24C.
3 INSTALL 8" WHITE DIAGONAL STRIPE AT 45 DEGREE ANGLE SPACED AT 24 FEET.
5 13
REMOVE EXISTING TRAFFIC STRIPE. LENGTH NOTED ON PLANS.
INSTALL TYPE IV(R) ARROW PER CALTRANS STD DETAIL A24A TYPE 4(R).
INSTALL NEW R28(S)(CA) SIGN ON NEW POST.6
INSTALL 12" CROSSWALK STRIPES PER CALTRANS STANDARD DETAIL.6 INSTALL 12" WHITE TRAFFIC CHEVRON SPACED AT 20 FEET.8
INSTALL CALTRANS STRIPING DETAIL PER CALTRANS STANDARD PLANS A20A, A20B, A20D, AND A24A. STRIPING DETAIL TYPE NOTED ON PLAN.
INSTALL GREEN PAVEMENT MARKING.4
14 INSTALL GREEN BACKED SHARROW PER CALTRANS STD DETAIL A24C.
REMOVE EXISTING R30 SIGN FROM POST.7 INSTALL NEW R28(S)(CA) SIGN ON EXISTING STREET LIGHT POLE.9 12'
10'
10'
PROVIDE TRANSITION
FROM 12' TO 14' TWO
WAY LEFT TURN LANE
TO NARROW TRAVEL
LANES
ADD R1-1
RE-STRIPE SPRUCE
AND HAYES FOR
ALL-WAY STOP.
ELIMINATE LEFT TURN
POCKET FOR
ADDITIONAL STOP
SIGN AND ADD HIGH
VISIBILITY
CROSSWALK ON ALL
LEGS