2-Full Set Plans - 2026 SCC Pavement Reconstruction.pdf
PDF 6 MB Posted
- Solicitation number
- IFB 3609-9
- Issued by
- Maricopa County, Arizona
About this file
This document consists of the full set of construction plans for a pavement reconstruction project at Scottsdale Community College, prepared by Terracon Consultants, Inc. for the Maricopa Community College District. The project, identified as IFB# 3609-9 and Project #26.2935, involves comprehensive asphalt pavement reconstruction and pavement marking and stenciling across Section R of the campus parking areas. The scope of work includes reconstructing approximately 6,792 square yards of pavement by removing 11 inches of existing asphalt and aggregate base and replacing it with a new pavement section consisting of 5 inches of asphalt concrete over 6 inches of aggregate base course. Additional work includes crack sealing, microsurface coating, curb replacement, speed humps, wheel stops, painted islands and striping, accessible parking stall installations with appropriate signage, and miscellaneous concrete flatwork. The project release date was February 17, 2026, with seven detailed plan sheets provided showing reconstruction plans, estimated quantities, striping plans, and detailed specifications for parking stall layouts, signage, and miscellaneous details.
The project is funded through the Maricopa Community College District's G.O. Bond Major Maintenance Program. The plans specify detailed technical requirements for pavement construction, materials, and finishes, with estimated quantities provided for each pavement area and work item. The project manager is Adrian Trujillo from Maricopa Community College District's Facilities Planning and Development division, and the facility director contact is Mr. Anthony Miele. All work must comply with technical specifications outlined in the Project Manual (Volume I), and contractors are required to contact Arizona 811 prior to any excavation to mark public utility positions and provide private utility locating services to identify buried utilities within the work area.
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| File | Type | Posted |
|---|---|---|
| 1-Project Manual - 2026 SCC Pavement Reconstruction.pdf |
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DESIGNED BY:
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PR-1 2026
2026 SCOTTSDALE COMMUNITY COLLEGE PAVEMENT RECONSTRUCTION
IFB# 3609-9
VOLUME II, PROJECT PLANS
NOTE:
THESE PLANS ARE VOLUME II OF THE CONTRACT
DOCUMENTS. THE PROJECT MANUAL IS VOLUME I.
(480) 423-6003
9000 East Chaparral Road Scottsdale Community College
Scottsdale, Arizona 85256 Mr. Anthony Miele, Facilities Director
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MARICOPA
COMMUNITY
COLLEGES
PROJECT MANUAL
G.O. Bond Major Maintenance Program
MARICOPA COMMUNITY COLLEGE DISTRICT
2026 PAVEMENT REPLACEMENT
Bid Number: 3609-9 Release Date: 02/17/2026
Project #26.2935
PROJECT MANAGER
Facilities Planning and Development Maricopa Community College District
Manager:
Consultant:
Mr. Adrian Trujillo
Terracon Consultants, Inc.
(480) 469-8361
4685 South Ash Avenue, Suite H-4 Tempe, Arizona 85282
(480) 897-8200 Fax: (480) 897-1133
Jennifer Tran, P.E.
INDEX OF DRAWINGS
PR-1 COVER SHEET
PR-2 ESTIMATED QUANTITIES OF WORK
PR-4
SCOTTSDALE COMMUNITY COLLEGE - SECTION R RECONSTRUCTION PLANPR-3
PR-5
SCOTTSDALE COMMUNITY COLLEGE - SECTION R RECONSTRUCTION PLAN CONTINUED
PR-6
STRIPING AND MISCELLANEOUS DETAILSPR-7
SCOTTSDALE COMMUNITY COLLEGE - SECTION R STRIPING PLAN CONTINUED
SCOTTSDALE COMMUNITY COLLEGE - SECTION R STRIPING PLAN
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PR-2
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DESIGNED BY:
SCALE:
APPVD. BY:
DRAWN BY:
DATE:
SHEET NO.:
JOB NO.
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PR-3
PR-3 2026
KEY MAP N.T.S.
SCOTTSDALE COMMUNITY COLLEGE - (SECTION R) SCC 15
SCALE 1" = 30'
0 30 FEET
RFR
N
JACKRABBIT RD
SR
CHAPARRAL RD
2/17/2026
RECONSTRUCT 3,770 SY
OF PAVEMENT
PER DETAIL A-A ON THIS SHEET
ACCESSIBLE STALLS
RESTRICTED STALLS
UNRESTRICTED STALLS
KEYED CONSTRUCTION NOTES:
ALL ACCESSIBLE STALLS ARE SHOWN WITH A STANDARD
HANDICAP ACCESSIBLE SYMBOL.
PLAN NOTE STENCIL
A B C D E F
MISCELLANEOUS STRIPING/ CROSSWALK4
FIRE LANE RED CURB PAINTING (RED UNLESS OTHERWISE NOTED) 6
PAINTED ISLAND5
PAINTED TRAFFIC SYMBOL7
"STOP" LETTERING AT STOP BARS SHALL BE
WHEEL STOPS AND SIGNS ARE LOCATED AS SHOWN.
STOP BARS ARE 12 INCHES WIDE; LENGTH VARIES.
2-FOOT BLOCK LETTERS.
SIGNAGE SHOULD BE CONSISTENT WITH STALL RESTRICTIONS,
EXISTING SIGNS, AND THE DETAILS.
G
"EMPLOYEE"
"VISTOR"
"SENIOR"
"CAR POOL"
"MOTORCYCLE"
"SECURITY"
SITE. COMMENTS WITH LEADER LINES INDICATE TYPE OF PATCH:
SEE THE TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL
(VOLUME I) FOR ESTIMATED QUANTITIES.
SEE SHEET PR-2, TABLE 2 FOR COLOR PATTERN REQUIREMENTS.
CURB ISLANDS ARE SHOWN WITH A DOUBLE SOLID LINE.
PAINTED ISLANDS ARE SHOWN WITH A SINGLE SOLID LINE.
STENCIL LETTERING SHALL BE 10-INCH TALL BLOCK
CENTERED ALONG MOUTH OF STALL.
"D" = DEEP PATCHING AND "S" = SHALLOW PATCHING
H "STAFF"
APPROXIMATE QUANTITIES ARE INDICATED IN SQUARE FEET.
PRESSURE WASH EXISTING CURB8
I "STOP"
ADJUSTMENTS (SMALL < 18") PER SECTION 345 OF THE 9
NEW WHEEL STOP10
(18" < MEDIUM < 3')
(LARGE > 3')
PATCH LOCATIONS ON THESE PLANS ARE APPROXIMATE.
ACTUAL PATCH LOCATIONS AND SHAPES ARE PAINTED AT THE
e.g. "D-25" = 25 SQUARE FEET OF DEEP PATCHING.
"RESERVED"
PAINTED SPEED BUMP OR HUMP11
MISCELLANEOUS STENCILING12
REPLACE CURB WITH SINGLE CURB PER MAG TYPE B, DETAIL 222 13
TELEPOST (SQUARE SECTION STEEL POST WITH TELESCOPE14
STYLE SOCKET BASE)
NEW SPEED HUMP 15
CRACK SEAL PER SECTION 337 OF THE TECHNICAL 17
SPECIFICATIONS IN THE PROJECT MANUAL. ESTIMATED
QUANTITIES ARE PROVIDED AS SHOWN FOR EACH
PAVEMENT AREA.
J "SCHOOL VEHICLE ONLY"
TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL
MICROSURFACE COATING PER SECTION 331 OF THE TECHNICAL 18
SPECIFICATIONS IN THE PROJECT MANUAL. ESTIMATED
QUANTITIES ARE PROVIDED AS SHOWN FOR EACH
PAVEMENT AREA.
K "PERMIT PARKING"
MISCELLANEOUS CONCRETE FLATWORK 20
SWEEP PAVEMENT19
21 ASPHALT CONCRETE CRACK MASTIC PER SECTION 901 OF
THE TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.
ESTIMATED QUANTITIES ARE PROVIDED AS SHOWN FOR EACH
PAVEMENT AREA.
SAW CUT IN PAVEMENT PER SECTION 336 OF THE
SPECIFICATIONS
CONTACT ARIZONA 811 AHEAD OF ANY EXCAVATION
TO MARK ALL PUBLIC UTILITY POSITIONS, SUCH AS
GAS, SEWER, FIRE AND WATER LINE, ETC. FACILITIES
MANAGER MAY BE ABLE TO ASSIST THE CONTRACTOR
BY LOCATING SOME UTILITIES. CONTRACTOR SHALL
PROVIDE PRIVATE UTILITY LOCATING SERVICES AS
NEEDED TO IDENTIFY AND MARK BURIED UTILITIES
WITHIN THE WORK AREA.
MATCH LINE
SEE SHEET PR-4
SECTION R
PROPOSED PAVEMENT SECTION A-A (N.T.S.)
AT SCC SEC R
5" AC TOTAL
6" NEW ABC
SUBGRADE
2" SURFACE LIFT 12.5 MM
TACK COAT
3" BASE LIFT 19 MM
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REMOVE A TOTAL OF 11 INCHES OF EXISTING
ASPHALT AND AGGREGATE BASE COURSE TO
ACCOMMODATE NEW PAVEMENT SECTION. REPLACE
WITH NEW PAVEMENT SECTION CONSISTING OF 5
INCHES OF ASPHALT CONCRETE OVER 6 INCHES OF
AGGREGATE BASE COURSE. SURFACE TEST
PAVEMENT AT END OF CONSTRUCTION PER SECTION
321 OF THE SPECIFICATIONS. NEW PAVEMENT SHALL
BE PLACED TO ORIGINAL SITE GRADE.
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89 FT
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RACQUETBALL COURTS
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CHILD ENRICHMENT
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SOCIAL/ BEHAVIORAL SCIENCE
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STUDENT CENTER
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FITNESS CENTER
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NURSING BUILDING
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LIFE SCIENCE
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PHYSICAL SCIENCE
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MATHEMATICS
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BUILDING
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NATURAL SCIENCES
AutoCAD SHX Text BASIN B H.W.L.=58.80 BOTT.=57.80 DEPTH=1 FT V =2,122 CF R=2,122 CF V =6,032 CFP=6,032 CF
AutoCAD SHX Text BASIN C H.W.L.=60.10 BOTT.=59.10 DEPTH= 1 FT V =4,041 CF R=4,041 CF V =7,680 CFP=7,680 CF
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131 FT
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139 FT
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SECN I
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SE
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DESIGNED BY:
SCALE:
APPVD. BY:
DRAWN BY:
DATE:
SHEET NO.:
JOB NO.
OF
BY
D
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C
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IP
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ACAD NO.
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AS SHOWN
65955046
PR-4
PR-4 2026
KEY MAP N.T.S.
SCOTTSDALE COMMUNITY COLLEGE - (SECTION R) CONTINUED SCC 15
SCALE 1" = 30'
0 30 FEET
SECTION R
RFR
N
JACKRABBIT RD
SR
CHAPARRAL RD
2/17/2026
RECONSTRUCT 3,022 SY
OF PAVEMENT
PER DETAIL A-A ON THIS SHEET
A
A
ACCESSIBLE STALLS
RESTRICTED STALLS
UNRESTRICTED STALLS
KEYED CONSTRUCTION NOTES:
ALL ACCESSIBLE STALLS ARE SHOWN WITH A STANDARD
HANDICAP ACCESSIBLE SYMBOL.
PLAN NOTE STENCIL
A B C D E F
MISCELLANEOUS STRIPING/ CROSSWALK4
FIRE LANE RED CURB PAINTING (RED UNLESS OTHERWISE NOTED) 6
PAINTED ISLAND5
PAINTED TRAFFIC SYMBOL7
"STOP" LETTERING AT STOP BARS SHALL BE
WHEEL STOPS AND SIGNS ARE LOCATED AS SHOWN.
STOP BARS ARE 12 INCHES WIDE; LENGTH VARIES.
2-FOOT BLOCK LETTERS.
SIGNAGE SHOULD BE CONSISTENT WITH STALL RESTRICTIONS,
EXISTING SIGNS, AND THE DETAILS.
G
"EMPLOYEE"
"VISTOR"
"SENIOR"
"CAR POOL"
"MOTORCYCLE"
"SECURITY"
SITE. COMMENTS WITH LEADER LINES INDICATE TYPE OF PATCH:
SEE THE TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL
(VOLUME I) FOR ESTIMATED QUANTITIES.
SEE SHEET PR-2, TABLE 2 FOR COLOR PATTERN REQUIREMENTS.
CURB ISLANDS ARE SHOWN WITH A DOUBLE SOLID LINE.
PAINTED ISLANDS ARE SHOWN WITH A SINGLE SOLID LINE.
STENCIL LETTERING SHALL BE 10-INCH TALL BLOCK
CENTERED ALONG MOUTH OF STALL.
"D" = DEEP PATCHING AND "S" = SHALLOW PATCHING
H "STAFF"
APPROXIMATE QUANTITIES ARE INDICATED IN SQUARE FEET.
PRESSURE WASH EXISTING CURB8
I "STOP"
ADJUSTMENTS (SMALL < 18") PER SECTION 345 OF THE 9
NEW WHEEL STOP10
(18" < MEDIUM < 3')
(LARGE > 3')
PATCH LOCATIONS ON THESE PLANS ARE APPROXIMATE.
ACTUAL PATCH LOCATIONS AND SHAPES ARE PAINTED AT THE
e.g. "D-25" = 25 SQUARE FEET OF DEEP PATCHING.
"RESERVED"
PAINTED SPEED BUMP OR HUMP11
MISCELLANEOUS STENCILING12
REPLACE CURB WITH SINGLE CURB PER MAG TYPE B, DETAIL 222 13
TELEPOST (SQUARE SECTION STEEL POST WITH TELESCOPE14
STYLE SOCKET BASE)
NEW SPEED HUMP 15
CRACK SEAL PER SECTION 337 OF THE TECHNICAL 17
SPECIFICATIONS IN THE PROJECT MANUAL. ESTIMATED
QUANTITIES ARE PROVIDED AS SHOWN FOR EACH
PAVEMENT AREA.
J "SCHOOL VEHICLE ONLY"
TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL
MICROSURFACE COATING PER SECTION 331 OF THE TECHNICAL 18
SPECIFICATIONS IN THE PROJECT MANUAL. ESTIMATED
QUANTITIES ARE PROVIDED AS SHOWN FOR EACH
PAVEMENT AREA.
K "PERMIT PARKING"
MISCELLANEOUS CONCRETE FLATWORK 20
SWEEP PAVEMENT19
21 ASPHALT CONCRETE CRACK MASTIC PER SECTION 901 OF
THE TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.
ESTIMATED QUANTITIES ARE PROVIDED AS SHOWN FOR EACH
PAVEMENT AREA.
SAW CUT IN PAVEMENT PER SECTION 336 OF THE
SPECIFICATIONS
REMOVE A TOTAL OF 11 INCHES OF EXISTING
ASPHALT AND AGGREGATE BASE COURSE TO
ACCOMMODATE NEW PAVEMENT SECTION. REPLACE
WITH NEW PAVEMENT SECTION CONSISTING OF 5
INCHES OF ASPHALT CONCRETE OVER 6 INCHES OF
AGGREGATE BASE COURSE. SURFACE TEST
PAVEMENT AT END OF CONSTRUCTION PER SECTION
321 OF THE SPECIFICATIONS. NEW PAVEMENT SHALL
BE PLACED TO ORIGINAL SITE GRADE.
CONTACT ARIZONA 811 AHEAD OF ANY EXCAVATION
TO MARK ALL PUBLIC UTILITY POSITIONS, SUCH AS
GAS, SEWER, FIRE AND WATER LINE, ETC. FACILITIES
MANAGER MAY BE ABLE TO ASSIST THE CONTRACTOR
BY LOCATING SOME UTILITIES. CONTRACTOR SHALL
PROVIDE PRIVATE UTILITY LOCATING SERVICES AS
NEEDED TO IDENTIFY AND MARK BURIED UTILITIES
WITHIN THE WORK AREA.
MATCH LINE
PA
VE
ME
NT
R
EC
ON
ST
RU
CT
IO
N
PROPOSED PAVEMENT SECTION A-A (N.T.S.)
AT SCC SEC R
5" AC TOTAL
6" NEW ABC
SUBGRADE
2" SURFACE LIFT 12.5 MM
TACK COAT
3" BASE LIFT 19 MM
SEE SHEET PR-3
S
CO
TT
SD
AL
E
CO
MM
UN
IT
Y
CO
LL
EG
E
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AutoCAD SHX Text 3 0
AutoCAD SHX Text 5 0
AutoCAD SHX Text 4 0
AutoCAD SHX Text 1 0
AutoCAD SHX Text 2 0
AutoCAD SHX Text 1 0
AutoCAD SHX Text 3 0
AutoCAD SHX Text 4 0
AutoCAD SHX Text 2 0
AutoCAD SHX Text 5 0
AutoCAD SHX Text 1 0
AutoCAD SHX Text 3 0
AutoCAD SHX Text 4 0
AutoCAD SHX Text 2 0
AutoCAD SHX Text 1 0
AutoCAD SHX Text 3 0
AutoCAD SHX Text 4 0
AutoCAD SHX Text 2 0
AutoCAD SHX Text
RACQUETBALL COURTS
AutoCAD SHX Text
CHILD ENRICHMENT
AutoCAD SHX Text
SOCIAL/ BEHAVIORAL SCIENCE
AutoCAD SHX Text
STUDENT CENTER
AutoCAD SHX Text
PHYSICAL EDUCATION
AutoCAD SHX Text
FITNESS CENTER
AutoCAD SHX Text
STUDENT SERVICES
AutoCAD SHX Text
ADMINISTRATION
AutoCAD SHX Text
LIBRARY
AutoCAD SHX Text
NURSING BUILDING
AutoCAD SHX Text
LIFE SCIENCE
AutoCAD SHX Text
PHYSICAL SCIENCE
AutoCAD SHX Text
COMPUTER TECH.
AutoCAD SHX Text
BUSINESS
AutoCAD SHX Text
ENGLISH
AutoCAD SHX Text
APPLIED SCIENCE
AutoCAD SHX Text
MECHANICAL PLANT
AutoCAD SHX Text
SNACK BAR
AutoCAD SHX Text
LANGUAGE
AutoCAD SHX Text
COMMUNICATION
AutoCAD SHX Text
GRANDSTAND
AutoCAD SHX Text
GRANDSTAND
AutoCAD SHX Text
ART BUILDING
AutoCAD SHX Text
MATHEMATICS
AutoCAD SHX Text
8" PVC WATERLINE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
NO PARKING LOADING ZONE
AutoCAD SHX Text
NO PARKING LOADING ZONE
AutoCAD SHX Text
NATURAL SCIENCES
AutoCAD SHX Text BASIN B H.W.L.=58.80 BOTT.=57.80 DEPTH=1 FT V =2,122 CF R=2,122 CF V =6,032 CFP=6,032 CF
AutoCAD SHX Text BASIN C H.W.L.=60.10 BOTT.=59.10 DEPTH= 1 FT V =4,041 CF R=4,041 CF V =7,680 CFP=7,680 CF
AutoCAD SHX Text
GOLF CART CHARGING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H.W.L.=58.80
AutoCAD SHX Text H.W.L.=60.10
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
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STOP
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
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AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
EMPLOYEE
AutoCAD SHX Text
EMPLOYEE
AutoCAD SHX Text
EMPLOYEE
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
CAR POOL
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
CAR POOL
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
CAR POOL
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
STAFF
AutoCAD SHX Text
89 FT
AutoCAD SHX Text
103 FT
AutoCAD SHX Text
99 FT
AutoCAD SHX Text 72.5115
AutoCAD SHX Text
78 FT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SECTION G,
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text BASIN B H.W.L.=58.80 BOTT.=57.80 DEPTH=1 FT V =2,122 CF R=2,122 CF V =6,032 CFP=6,032 CF
AutoCAD SHX Text BASIN C H.W.L.=60.10 BOTT.=59.10 DEPTH= 1 FT V =4,041 CF R=4,041 CF V =7,680 CFP=7,680 CF
AutoCAD SHX Text
GOLF CART CHARGING
AutoCAD SHX Text H.W.L.=58.80
AutoCAD SHX Text H.W.L.=60.10
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text A
A
SECN H EXT
SE
C
N R
SECN I
SECN H
SECN G
SECN C
SECN B
SECN A
SECTION F
SECN H EXT
SECN E
SECN D
SE
C
N R
SECN J
BUSES ONLY
STOP
STOP
STOP
STOP
STOP
STOP
T
E R
STOP
STO
P
ST
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STO
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S T A F FS T A F FS T A F FS T A F FS T A F FS T A F FS T A F FS T A F FS T A F FS T A F FS T A F FS T A F F
STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF
S T A F F
C A R P O O LP A R K I N GC A R P O O LP A R K I N GC A R P O O LP A R K I N G
STOPSTOP
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A
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A
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A
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