S-17-26_PLANS.pdf
PDF 30 MB Posted
- Attached to
- 2026 Safe Routes to School
- Solicitation number
- S-17-26
- Issued by
- Natrona County, Wyoming
About this file
This is a Plans document for Bid No. S-17-26, the 2026 Safe Routes to School project issued by the City of Cheyenne, Wyoming on behalf of Natrona County. The project encompasses infrastructure improvements at Alta Vista School and Davis Elementary School, including the supply and installation of eight solar-powered school zone flashing beacon assemblies with MX 200 series power modules, eight rectangular rapid flashing beacon systems (four with MX 100 modules and four with MX 200 modules), twenty-eight traffic and pedestrian warning signs in various configurations, six lighted bollards, 1,100 square feet of sidewalk repair and replacement, 140 linear feet of curb and gutter replacement, 130 linear feet of Type C landscaping curb, thermoplastic pavement markings comprising 182 stop bars and 900 square feet of crosswalk bars, detectable warning plates, landscape restoration, bituminous patching, traffic control with message boards, and flagging services totaling 40 hours. The project mandates a mandatory pre-bid meeting on April 29, 2026 at 2:00 PM via Zoom with required attendance for bid eligibility; questions are due by May 4, 2026, addenda responses by May 5, 2026, and electronic bids must be submitted by May 13, 2026 at 2:00 PM. Contract award is anticipated by June 8, 2026, with Notice to Proceed estimated for June 15, 2026 and project completion required by December 31, 2026.
The project specifications mandate particular manufacturers including Pelco for galvanized steel poles, Carmanah for solar power modules, Premark for thermoplastic markings, and either East Jordan Iron Works or Neenah Foundry for detectable warning plates. Bidders must comply with Davis-Bacon Act prevailing wage requirements ranging from $34.26 to $58.83 per hour plus fringe benefits, Build America Buy America domestic content requirements, and Section 3 employment provisions requiring 25 percent of labor hours from low- and very low-income workers and 5 percent from targeted Section 3 workers. The successful bidder must provide performance and payment bonds equal to 100 percent of the accepted bid within 15 calendar days of award and maintain commercial general liability insurance of $1,000,000 per occurrence with $2,000,000 aggregate. The contract includes a $20,000 force account contingency for unforeseen conditions, establishes normal working hours of 7:00 a.m. to 6:00 p.m., and assesses liquidated damages ranging from $250 to $3,500 per calendar day for failure to meet the completion deadline. The City will withhold five percent retainage throughout the contract term, and a two-year warranty period follows substantial completion.
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
APPROVED
Feb. 09 2026
3:04:41 PM
2026 SAFE ROUTES TO SCHOOL
BID NO. S-17-26
2/6/26
2/6/26
Index of Sheets
SHEET NO. PLANS
1 TITLE SHEET
2 LOCATION MAP
S1 TEQ AND SUMMARY SHEETS
L1 - LAYOUT SHEETS
Docusign Envelope ID: 72A39272-FC28-410C-9719-466C52647371
February 11, 2026 dougk Snapshot dougk Snapshot dougk Text Box L8 dougk Text Box D1 - D2 dougk Snapshot
TOTAL ESTIMATED QUANTITIES
ITEM NO ITEM UNIT QUANTITY FOR
ESTIMATE
01000.01 PERFORMANCE BOND LS 1 1
01000.02 MOBILIZATION LS 1 1
01000.03 FORCE ACCOUNT FA 1 20,000
01050.01 TRAFFIC CONTROL, INCLUDES 2 MESSAGE BOARDS TO BE USED AT THE CITY'S
DISCRETION LS 1 1
01050.02 FLAGGING HR 40 40
02515.01 R&R BITUMINOUS PATCH 4" ASPHALT OVER 6" COMPACTED GRADING "W" BASE SY 30 30
02570.01 ADJUST WATER OR GAS VALVE, INCLUDES NEW TOP SECTION, LID AND CONCRETE
COLLAR EA 2 2
02805.01 REMOVE EXISTING SCHOOL ZONE ASSEMBLY, SUPPLY AND INSTALL NEW SCHOOL
ZONE ASSEMBLY ON EXISTING DRILLED SHAFT EA 8 8
02805.02 SUPPLY AND INSTALL NEW SPEED LIMIT WHEN FLASHING SIGN (S5-1) WITH
SCHOOL LEGEND FLUORESCENT YELLOW GREEN (10) SF 80 80
02805.03 SUPPLY AND INSTALL NEW RRFB ASSEMBLY ON NEW DRILLED SHAFT EA 8 8
02805.04 SUPPLY AND INSTALL NEW FLUORESCENT YELLOW GREEN PEDESTRIAN (S1-1) SIGN
(16 - FRONT AND BACK) WITH FLUORESCENT YELLOW GREEN DOWN ARROW
PLAQUES (W16-7P) (8 LEFT/8 RIGHT)
SF 135 135
02805.05 NEW TELESPAR SIGN POST, 12' INCLUDES ALL NECESSARY MOUNTING HARDWARE
(8) LF 96 96
02805.06 NEW TELESPAR SIGN POST, 14' INCLUDES ALL NECESSARY MOUNTING HARDWARE
(10) LF 140 140
02805.07 SUPPLY AND INSTALL NEW SPEED LIMIT SIGN (R2-1) WITH SCHOOL LEGEND
FLUORESCENT YELLOW GREEN AND PLAQUE (S4-1P) WITH TIMES (4) SF 28 28
02805.08 SUPPLY AND INSTALL NEW STOP HERE PEDESTRIAN SIGN R1-5BL (4) SF 36 36
02805.09 SUPPLY AND INSTALL NEW FLUORESCENT YELLOW GREEN PEDESTRIAN SIGN (S1-1),
3 WITH AHEAD PLAQUES FLUORESCENT YELLOW GREEN(W16-9P), 9 WITHOUT SF 81 81
02805.10 SUPPLY AND INSTALL NEW END SCHOOL ZONE SIGN (S5-2) (6) SF 30 30
02805.11 SUPPLY AND INSTALL NEW NO STOPPING WITH LEFT ARROW SIGN (4) SF 6 6
02805.12 SUPPLY AND INSTALL NEW NO STOPPING WITH RIGHT ARROW SIGN (2) SF 3 3
02805.13 SUPPLY AND INSTALL NEW NO STOPPING WITH TIMES AND LEFT ARROW SIGN AND
MON - FRI PLAQUE SIGN (2) SF 4 4
02805.14 SUPPLY AND INSTALL NEW STOP SIGN (4) SF 36 36
02805.15 INSTALL LIGHTED BOLLARD PROVIDED BY CITY PERSONNEL. INSTALL ON A 10" DIA
X 24" DEPTH CONCRETE FOOTING EA 6 6
02805.16 REMOVE EXISTING SCHOOL ZONE ASSEMBLY, SUPPLY & INSTALL NEW 30 MPH
FLAXHING BEACON ASSEMBLY ON EXISTING DRILLED SHAFT (2) EA 2 2
02900.01 LANDSCAPE RESTORATION LS 1 1
03330.01 R&R TYPE "A" CURB & GUTTER 24", INCLUDES 6" COMPACTED GRADING "W" BASE
LF 140 140
03330.02 DRILLED SHAFT 24" DIA X 48" DEPTH (16) (WYDOT STANDARD) LF 64 64
03330.03 TYPE "C" LANDSCAPING CURB LF 130 130
03340.01 R&R SIDEWALK 4", INCLUDES 4" COMPACTED GRADING "W" BASE SF 1,100 1,100
03340.02 DETECTABLE WARNING PLATES, EAST JORDAN IRON WORKS 7005 SERIES OR
NEENAH FOUNDRY #4984, 2' X 2' EA 14 14
04000.01 THERMOPLASTIC STOP BARS (24IN x VARIES) PREMARK No. XF8431067CONT OR
EQUAL ?? 182 182
04000.02 THERMOPLASTIC CROSSWALK BARS (24IN x 10FT) PREMARK No. XF8431067CONT
OR EQUAL SF 900 900
04000.03 THERMOPLASTIC SCHOOL LEGEND PREMARK No.XF8110101CONT OR EQUAL EA 8 8
04004.01 CURB PAINT - 12" SOLID YELLOW (LATEX) LF 460 460
DRAWING NO.
S1
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
NOTES:
1. BOLLARD INSTALLATION: INSTALL THE CONCRETE FOOTING TOP
ELEVATION 4" ABOVE GROUND LEVEL.
2. SCHOOL ZONE ASSEMBLY INCLUDES:
3. RRFB INCLUDES:
4. INSTALL SIGN POSTS A MINIMUM 2.5' BELOW GROUND LEVEL
WITH BREAKAWAY SLEVE.
5. SIGN INSTALLATIONS ARE A MINIMUM OF 7' UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
6. NINE (9) OF THE PEDESTRIAN SIGNS ARE TO REPLACE EXISTING
ONES ON EXISTING POSTS WITHIN THE SCHOOL BOUNDARY
AREA (NOT SHOWN ON A MAP).
7. SIGN SIZES:
#1: R2-1 (24" X 30"), S4-1P (24" X 12")
# 2: R1-5BL/R (36" X 36"
#3: S5-2 (24" X 30")
#4: NO STOPPING WITH LEFT ARROW 12" X 18"
#5: NO STOPPING WITH RIGHT ARROW 12" X 18"
#7: NO STOPPING WITH 7:45 - 8:45 PM AND LEFT ARROW 12" X 18",
MON - FRI (12' X 6")
#9: S1-1 (30" X 30"), W16-9P (24" X 12") #10: S1-1 (30" X 30"), W16-7P (21" X 15") #11: S5-1 (24" X 48")
8-20 MPH, 2-30 MPH
DRAWING NO.
S2
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
NOTES:
1.2:1)
1. BOLLARD INSTALLATION: INSTALL THE CONCRETE FOOTING TOP
ELEVATION 4" ABOVE GROUND LEVEL.
SCHOOL ZONE ASSEMBLY INCLUDES:
a. Galvanized Steel Pole: PB-5200-16 as manufactured by Pelco, or approved equal.
b. Galvanized Iron Base Assembly: PB-5308 as manufactured by Pelco, or approved equal.
c. Pole & Base Collar Assembly: PB-5325 as manufactured by Pelco, or approved equal.
d. Galvanized Anchor Bolt Set: PB-5306 as manufactured by Pelco, or approved equal.
e. Solar Package (50 Watt Solar Panel, 55 Ah Battery Capacity, MX 200 Cabinet Module) as manufactured by Carmanah, or approved equal.
f. Integrated Solar Power Module and Mounting Hardware (when possible, otherwise separate panel and cabinet - factory painted black)
g. 2 - 12” Signal Indications, 1 - 12” Signal Indication (Tattle Tale) factory painted black
h. Signal Indication Mounting Hardware (Beacon Mount Kit) factory painted black
i. 24” x 48” Speed Limit 20 When Flashing Sign (fluorescent yellow-green) and Mounting
Hardware. Signs may be provided separately.
j. Radar Feedback Sign (SpeedCheck 15, 24” x 22”, fluorescent yellow-green for “Your
Speed” background) and Mounting Hardware
2. RRFB INCLUDES:
k. Galvanized Steel Pole: PB-5200-16 as manufactured by Pelco, or approved equal.
l. Galvanized Iron Base Assembly: PB-5308 as manufactured by Pelco, or approved equal.
m. Pole & Base Collar Assembly: PB-5325 as manufactured by Pelco, or approved equal.
n. Galvanized Anchor Bolt Set: PB-5306 as manufactured by Pelco, or approved equal.
o. Solar Package (15/30 Watt Solar Panel, 14 Ah/16Ah Battery Capacity, MX 100/200 Cabinet
Module) as manufactured by Carmanah, or approved equal.
p. Integrated Solar Power Module factory painted black and Mounting Hardware
q. MX RRFB Module (Dual Sided) with factory painted black light bar housing
r. Polara Push Button Assembly (R10-3, 9” x 12” pedestrian sign) with factory painted black push button housing, or approved equal
s. Overhead Lighting Fixture factory painted black and Mounting Hardware
t. School Pedestrian Sign (30” x 30” fluorescent yellow-green). Signs may be provided separately.
u. Arrow Sign (12” x 24” fluorescent yellow-green). Signs may be provided separately.
3. INSTALL SIGN POSTS A MINIMUM 2.5' BELOW GROUND LEVEL
WITH BREAKAWAY SLEVE.
4. SIGN INSTALLATIONS ARE A MINIMUM OF 7' UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
6. NINE (9) OF THE PEDESTRIAN SIGNS ARE TO REPLACE EXISTING
ONES ON EXISTING POSTS WITHIN THE SCHOOL BOUNDARY
AREA (NOT SHOWN ON A MAP).
7. SIGN SIZES:
#1: R2-1 (24" X 30"), S4-1P (24" X 12")
# 2: R1-5BL/R (36" X 36"
#3: S5-2 (24" X 30")
#4: NO STOPPING WITH LEFT ARROW 12" X 18"
#5: NO STOPPING WITH RIGHT ARROW 12" X 18"
#7: NO STOPPING WITH 7:45 - 8:45 PM AND LEFT ARROW 12" X 18",
MON - FRI (12' X 6")
#9: S1-1 (30" X 30"), W16-9P (24" X 12") #10: S1-1 (30" X 30"), W16-7P (21" X 15") #11: S5-1 (24" X 48")
AutoCAD SHX Text Solar systems shall have the capability of providing solar power reporting and remote connectivity options. Solar power reporting requires calculations and specifications for devices for energy balance, array-to-load ratio (minimum , and autonomy (minimum 11 days). Provide school zone flashing beacon systems (10) with MX 200 series power modules, or approved equal. Provide RRFB systems (8) with MX 100 series power modules (4) and with MX 200 series power modules (4), or approved equal. MX 100 - Walterscheid (2) and Logan (2) locations. MX 200 - 16th Street (2) and 17th Street (2) Locations. Return all removed school zone flashing beacon systems, signs and sign posts to the city of Cheyenne as directed by the project Engineer. All other removed materials are to be disposed of by the contractor.
AutoCAD SHX Text School Zone Flashing Beacon System (SpeedCheck - 15 - MX): Provide the following or approved equal. Compatibility with Carmanah MX Series Devices is Required. Rectangular Rapid Flashing Beacon System (R920 - MX): Provide the following or approved equal. Compatibility with Carmanah MX Series Devices is Required.
EAST 16th ST
127 SQFT SW
24' CG
2 DWP
21' C CURB
6 SQYD APAT
165 SQFT SW
25' CG (36.5")
2 DWP
25' C CURB
6.25 SQYD APAT
WV
7.0' 6.0'
3.5'
EXTRA WIDTH
ADD CURB PAN
TO INCORPORATE WV
7.0'
30'
30'
50'
60'
RRFB
RRFB
50'
NEW 12'
POST
NEW 12'
POST
NEW 14'
POST
NEW 14'
POST
HU
G
AR
S T
B
END OF
BLOCK
B
INSTALL APPROXIMATELY 300'
SOUTH OF E. 16TH ST
AT SOUTH END OF BLOCK
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
DRAWING NO.
L1
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
EAST 17th ST
186 SQFT SW
30' CG
2 DWP
20' C CURB
7 SQYD APAT
10%
FLARED
APPROACH
WV
50'
75'
HU
G
AR
S T
COORDINATE RE-DESIGN OF
SCHOOL DRIVE APPROACH
AND SIDEWALK WITH
ALTA VISTA PROJECT
CONTRACTOR
THIS CONCRETE BY
OTHERS WITH ALTA
VISTA PARKING LOT
PROJECT
5.0'
6.5'
120 SQFT SW
30' CG
2 DWP
15' C CURB
6.9 SQYD APAT
5.0' 6.5'
30'
30'
M A
TC
H L
IN
E
A
RRFB
RRFB
NEW 12'
POST
NEW 12'
POST
NEW 14'
POST
NEW 14'
POST
B
B
INSTALL APPROXIMATELY 300'
NORTH OF E. 17TH ST
AT NORTH END OF BLOCK
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
DRAWING NO.
L2
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
EAST 17th ST
LO
G
AN AVE
6.0'
30'
SCHOOL ZONE
FB
M A
TC
H L
IN
E
A
30'
NEW 12'
POST
NEW 14'
POST
NEW 12'
POST
NEW 14'
POST
EXISTING
POST
EXISTING
POST
EXISTING
POST
EXISTING SIGN
TO REMAIN
THIS SIGN NOT
NEEDED THIS
IS A DRIVE
APPROACH
REMOVE AND RESET
SPLIT RAIL FENCE
MATCH LINE B
EXISTING
POST
APPROXIMATELY 105'
NORTH OF E. 17TH ST
TOTAL ESTIMATED QUANTITIES
ITEM NO ITEM UNIT QUANTITY FOR
ESTIMATE
01000.01 PERFORMANCE BOND LS 1 1
01000.02 MOBILIZATION LS 1 1
01000.03 FORCE ACCOUNT FA 1 20,000
01050.01 TRAFFIC CONTROL, INCLUDES 2 MESSAGE BOARDS TO BE USED AT THE CITY'S
DISCRETION LS 1 1
01050.02 FLAGGING HR 40 40
02515.01 R&R BITUMINOUS PATCH 4" ASPHALT OVER 6" COMPACTED GRADING "W" BASE SY 30 30
02570.01 ADJUST WATER OR GAS VALVE, INCLUDES NEW TOP SECTION, LID AND CONCRETE
COLLAR EA 2 2
02805.01 REMOVE EXISTING SCHOOL ZONE ASSEMBLY, SUPPLY AND INSTALL NEW SCHOOL
ZONE ASSEMBLY ON EXISTING DRILLED SHAFT EA 8 8
02805.02 SUPPLY AND INSTALL NEW SPEED LIMIT WHEN FLASHING SIGN (S5-1) WITH
SCHOOL LEGEND FLUORESCENT YELLOW GREEN (10) SF 80 80
02805.03 SUPPLY AND INSTALL NEW RRFB ASSEMBLY ON NEW DRILLED SHAFT EA 8 8
02805.04 SUPPLY AND INSTALL NEW FLUORESCENT YELLOW GREEN PEDESTRIAN (S1-1) SIGN
(16 - FRONT AND BACK) WITH FLUORESCENT YELLOW GREEN DOWN ARROW
PLAQUES (W16-7P) (8 LEFT/8 RIGHT)
SF 135 135
02805.05 NEW TELESPAR SIGN POST, 12' INCLUDES ALL NECESSARY MOUNTING HARDWARE
(8) LF 96 96
02805.06 NEW TELESPAR SIGN POST, 14' INCLUDES ALL NECESSARY MOUNTING HARDWARE
(10) LF 140 140
02805.07 SUPPLY AND INSTALL NEW SPEED LIMIT SIGN (R2-1) WITH SCHOOL LEGEND
FLUORESCENT YELLOW GREEN AND PLAQUE (S4-1P) WITH TIMES (4) SF 28 28
02805.08 SUPPLY AND INSTALL NEW STOP HERE PEDESTRIAN SIGN R1-5BL (4) SF 36 36
02805.09 SUPPLY AND INSTALL NEW FLUORESCENT YELLOW GREEN PEDESTRIAN SIGN (S1-1),
3 WITH AHEAD PLAQUES FLUORESCENT YELLOW GREEN(W16-9P), 9 WITHOUT SF 81 81
02805.10 SUPPLY AND INSTALL NEW END SCHOOL ZONE SIGN (S5-2) (6) SF 30 30
02805.11 SUPPLY AND INSTALL NEW NO STOPPING WITH LEFT ARROW SIGN (4) SF 6 6
02805.12 SUPPLY AND INSTALL NEW NO STOPPING WITH RIGHT ARROW SIGN (2) SF 3 3
02805.13 SUPPLY AND INSTALL NEW NO STOPPING WITH TIMES AND LEFT ARROW SIGN AND
MON - FRI PLAQUE SIGN (2) SF 4 4
02805.14 SUPPLY AND INSTALL NEW STOP SIGN (4) SF 36 36
02805.15 INSTALL LIGHTED BOLLARD PROVIDED BY CITY PERSONNEL. INSTALL ON A 10" DIA
X 24" DEPTH CONCRETE FOOTING EA 6 6
02805.16 REMOVE EXISTING SCHOOL ZONE ASSEMBLY, SUPPLY & INSTALL NEW 30 MPH
FLAXHING BEACON ASSEMBLY ON EXISTING DRILLED SHAFT (2) EA 2 2
02900.01 LANDSCAPE RESTORATION LS 1 1
03330.01 R&R TYPE "A" CURB & GUTTER 24", INCLUDES 6" COMPACTED GRADING "W" BASE LF 140 140
03330.02 DRILLED SHAFT 24" DIA X 48" DEPTH (16) (WYDOT STANDARD) LF 64 64
03330.03 TYPE "C" LANDSCAPING CURB LF 130 130
03340.01 R&R SIDEWALK 4", INCLUDES 4" COMPACTED GRADING "W" BASE SF 1,100 1,100
03340.02 DETECTABLE WARNING PLATES, EAST JORDAN IRON WORKS 7005 SERIES OR
NEENAH FOUNDRY #4984, 2' X 2' EA 14 14
04000.01 THERMOPLASTIC STOP BARS (24IN x VARIES) PREMARK No. XF8431067CONT OR
EQUAL ?? 182 182
04000.02 THERMOPLASTIC CROSSWALK BARS (24IN x 10FT) PREMARK No. XF8431067CONT
OR EQUAL SF 900 900
04000.03 THERMOPLASTIC SCHOOL LEGEND PREMARK No.XF8110101CONT OR EQUAL EA 8 8
04004.01 CURB PAINT - 12" SOLID YELLOW (LATEX) LF 460 460
30'
REMOVE
EXISTING
SPEED
LIMIT
SIGN
EXISTING
POST
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
DRAWING NO.
L3
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
EAST 16th ST
LO
G
AN AVE
5'x6' SW
179 SQFT SW
27' CG
3 DWP
23' C CURB
6.3 SQYD APAT
7.9'
6.0'
30'
30'
NEW 12'
POST
NEW 14'
POST
RRFB
EXISTING SIGN
TO REMAIN
REMOVE AND RESET
SPLIT RAIL FENCE
APPROXIMATELY 12'
10 RRFB
NEW 12'
POST
EXISTING
POST
SCHOOL ZONE
FB
30'
43'
17'
MATCH LINE B
MATCH LINE C
EAST 16th ST
B B
INSTALL APPROXIMATELY 250'
EAST OF LOGAN
AT EAST END OF BLOCK
60'
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
DRAWING NO.
L4
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
LO
G
AN AVE
EXISTING
POST
EXISTING
POST
REMOVE
EXISTING
SPEED
LIMIT
SIGN
MATCH LINE C
EAST 15th ST
EAST 15th ST
ALBANY AVE
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
DRAWING NO.
L5
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
6.0'
7.0'
W A
LT
ER
S C H
EI
D
B
LV
D
175 SQFT SW
WIDEN SW TO
7.0' WHERE
INDICATED
COLLEGE DR
125'
85 SQFT SW
WIDEN SW TO
7.0' WHERE
INDICATED
DWP (3) 2'X2'
6.0'
7.0'
18 LNFT
4" TYPE C
LANDSCAPE CURB
REMOVE EXISTING PED
SIGN AND TELSPAR POST
AND RETURN TO THE CITY
REMOVE EXISTING PED
SIGN AND TELSPAR POST
AND RETURN TO THE CITY
STOP BAR
22' X 2'
CONTRAST
STOP BAR
16' X 2'
CONTRAST
CW BARS (8)
10' X 2'
CONTRAST
R&R SCOOL ZONE SIGN,
USE EXISTING DRILLED
SHAFT AND ANCHOR BOLTS
SALVAGE EXISTING AND
RETURN TO THE CITY
RRFB
NEW 14'
POST
SCHOOL ZONE
FB
RRFB
MATCH LINE D
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
R&R SCOOL ZONE SIGN,
USE EXISTING DRILLED
SHAFT AND ANCHOR BOLTS
SALVAGE EXISTING AND
RETURN TO THE CITY
EXISTING
POST
SCHOOL ZONE
FB
MATCH LINE D
R&R PED WARNING SIGN
APOROXIMATELY 445 LF
NORTH OF SCHOOL ZONE SIGN
DRAWING NO.
L6
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
EAST PERSHING BLVD
M C C A N
N A
V E
SCHOOL
ZONE
FB
SCHOOL
ZONE
FB
M C C A N
N A
V E
DRAWING NO.
L7
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
D
A V
IS
E
LE
M
EN
TA
R Y
S C H
O O
L
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
SCALE: 1"=60'
SCHOOL
ZONE
FB
NORTH GATE AVE
YE
LL
O W
S
TO
N E
R D
MONTCLAIR DR
STOP BAR
34'x2'
CONTRAST
190.0'
LEGEND
R2-1
S4-1P
R1-5BL S5-2
2 3
4 5 7
S1-1
W16-9P
YELLOW PAINTED CURB
DETECTABLE WARNING
PLATE
THERMOPLASTIC CROSS
WALK AND STOP BARS
B LIGHTED BOLLARD
SCHOOL
ZONE
FB
YE
LL
O W
S
TO
N E
R D
PRAIRIE HILLS DR
STOP BAR
34'x2'
CONTRAST
CW BARS (16)
10'x2'
CONTRAST
267.6'
DRAWING NO.
L8
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
D
A V
IS
E
LE
M
EN
TA
R Y
S C H
O O
L
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
CALL BEFORE YOU DIG!
1-800-849-2476
SCALE: 1"=60'
186 SQFT SW
30' CG
2 DWP
20' C CURB
7 SQYD APAT
10%
FLARED
APPROACH
WV
50'
75'
HU
G
AR
S T
COORDINATE RE-DESIGN OF
SCHOOL DRIVE APPROACH
AND SIDEWALK WITH
ALTA VISTA PROJECT
CONTRACTOR
THIS CONCRETE BY
OTHERS WITH ALTA
VISTA PARKING LOT
PROJECT
5.0'
6.5'
120 SQFT SW
30' CG
2 DWP
15' C CURB
6.9 SQYD APAT
5.0' 6.5'
RRFB
RRFB
10B 1607
5'x6' SW
179 SQFT SW
27' CG
3 DWP
23' C CURB
6.3 SQYD APAT
7.9'
6.0'
30'
RRFB
EXISTING SIGN
TO REMAIN
REMOVE AND RESET
SPLIT RAIL FENCE
APPROXIMATELY 12'
10 RRFB
43'
17'
EAST 16th ST
B 60'
DRAWING NO.
D1
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
LT
A V
IS
TA
S C H
O O
L S A
FE
Z O
N E
R O
U
TE
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
E. 17TH ST & HUGAR ST LOGAN AVE & E. 16TH ST
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
NOT TO SCALENOT TO SCALE
127 SQFT SW
24' CG
2 DWP
21' C CURB
6 SQYD APAT
165 SQFT SW
25' CG (36.5")
2 DWP
25' C CURB
6.25 SQYD APAT
WV
7.0' 6.0'
3.5'
EXTRA WIDTH
ADD CURB PAN
TO INCORPORATE WV
7.0'
1050'
60'
RRFB
RRFB
50'
HU
G
AR
S T
B
6.0'
7.0'
W A
LT
ER
S C H
EI
D
B
LV
D
175 SQFT SW
WIDEN SW TO
7.0' WHERE
INDICATED
85 SQFT SW
WIDEN SW TO
7.0' WHERE
INDICATED
DWP (3) 2'X2'
6.0'
7.0'
18 LNFT
4" TYPE C
LANDSCAPE CURB
REMOVE EXISTING PED
SIGN AND TELSPAR POST
AND RETURN TO THE CITY
REMOVE EXISTING PED
SIGN AND TELSPAR POST
AND RETURN TO THE CITY
STOP BAR
16' X 2'
CONTRAST
CW BARS (8)
10' X 2'
CONTRAST
RRFB
RRFB
DRAWING NO.
D2
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
A
D A C
R O
S S
IN
G D
ET
A
IL
S
JO
B T
IT
LE
S
C H
O O
L Z O
N E
S A
FE
R O
U
TE
S D
R A W
N B
Y:
J
N D
A
TE
-1 1-
E. 16TH ST & HUGAR ST WALTERSCHEID BLVD
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
NOT TO SCALENOT TO SCALE
| SAFE ROUTES 2 SCHOOL ALTA VISTA - Copy 1 |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-TEQ |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-TEQ (2) |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-16TH&HUGAR |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-17TH& HUGAR |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-17TH&LOGAN |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-LOGAN&16TH |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-LOGAN&15TH |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-WALTERSCHEID |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-PERSHING |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-YELLOWSTONE |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-ADA DETAILS |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-COVER |
| SAFE ROUTES 2 SCHOOL |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-16TH&HUGAR |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-17TH& HUGAR |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-17TH&LOGAN |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-ADA DETAILS (2) |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-ADA DETAILS |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-COVER |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-LOGAN&15TH |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-LOGAN&16TH |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-PERSHING |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-TEQ (2) |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-TEQ |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-WALTERSCHEID |
| SAFE ROUTES 2 SCHOOL ALTA VISTA-YELLOWSTONE |
SAFE ROUTES 2 SCHOOL ALTA VISTA-ADA DETAILS (2)
File details come from the government source that posted it. Updated .