Attachment_A_-_Drawings.pdf
PDF 10 MB Posted
- Solicitation number
- B-4-26-13
- Issued by
- Brevard County, Florida
About this file
This is a technical drawings document prepared by WSP USA, Inc. for the Space Coast Area Transit (SCAT) Cocoa Facility located at 401 South Varravenue in Cocoa, Florida, Brevard County. The project involves the removal and replacement of an existing fueling system and associated repairs to existing pavement at the transit facility. The drawings set, designated as 100% Permit Review dated December 6, 2024, includes demolition plans, site plans, grading plans, expansion joint plans, pavement marking plans, and detailed pavement sections and drainage specifications. The project is structured with a base bid scope and add option 1 for additional work, with phasing requirements that mandate maintaining at least half of the pavement accessible for facility operations at all times during construction. Construction work is limited to no more than two phases, and the contractor must coordinate with utility providers and facility management prior to demolition. Key technical requirements include installation of concrete edgedrains at a minimum 0.1% grade, soil tracking devices, sediment barriers, and Portland cement concrete pavement with specified joint details and configurations.
The drawings specify detailed pavement construction standards including 8-inch undoweled Portland cement concrete pavement with 4-inch Group 1 Type B-12.5 asphalt base and 20-inch select material subgrade. Site benchmarks are established at elevations 22.03 feet and 22.15 feet for reference. The project includes multiple drainage features with specific invert elevations documented throughout the site, edge drain outlets with concrete trough details, and expansion joint spacing requirements. The contractor must verify all utility locations prior to demolition, including buried electric lines, petrol lines, and storm drains, and coordinate disconnection of utility services with appropriate providers. The drawings indicate that mechanical plans for tank replacement are referenced separately, and monument locations are specified on the site plan. Work is subject to engineer approval and inspection, with documented professional seals from licensed Florida engineers Lisa R. Fruge and P. Mykytka, dated August 8, 2025.
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Text version
WSP PROJECT NUMBER:
SHEET NUMBER:
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
N D
C O
C O
A F
L
S
O U
T H V
A R
R A
V E
N U
E
B R
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025
M H
M H
N
0 10
Feet
T A
N K
TANK
(TO REMAIN)
Exist.LIGHT POLE
LIMITS AS INDICATED
CONCRETE PAVEMENT REMOVAL
(TO REMAIN)
CONCRETE ISLAND
(TO REMAIN)
SITE BENCHMARK
(TO REMAIN)
Exist.LIGHT POLE
(TO REMAIN)
CONCRETE ISLAND
(TO REMAIN)
SITE BENCHMARK
(TO REMAIN)
Exist.LIGHT POLE
(TO REMAIN)
BURIED ELECTRIC
(TO REMAIN)
CONCRETE ISLAND
(TO REMAIN)
BURIED ELECTRIC
(TO REMAIN)
Exist.STORM DRAIN
(TO REMAIN)
Exist.STORM DRAIN
(TO REMAIN)
PETROL LINES
(TO REMAIN)
BURIED ELECTRIC
(TO BE REMOVED)
Exist. METAL PLATES
Exist. CHAINLINK FENCE
(TO REMAIN)
LIGHT POLE
Exist.
(TO BE REMOVED)
PLATES
Exist. METAL
(TO BE REMOVED)
PLATES
Exist. METAL
Exist. PAVEMENT
SAWCUT Exist. PAVEMENT
SAWCUT
E 737883.8655
N 1461636.5992
E 737883.7253
N 1461885.3220
(TO REMAIN)
CLEARANCE
13'-10 3/4"
Exist. CANOPY
FENCE
CHAINLINK
Exist.
Exist. CHAINLINK FENCE
SEDIMENT BARRIER
(SEE MEP PLANS)
Exist. TANKS
INLET PROTECTION SYSTEM
(TYP.) (TO REMAIN)
Exist. BOLLARD
(TO REMAIN)
Exist. SHED
(TO REMAIN)
Exist. EQUIPMENT
(TO REPLACE)
1" OWS DRAIN
(TO REMAIN)
S INV. EL. 19.01'
NE INV. EL. 19.15'
TOP OF GRATE EL. 21.84'
Exist. DRAINAGE INLET
(TO REMAIN)
SW INV. EL. 19.28'
TOP OF GRATE EL. 21.97'
Exist. DRAINAGE INLET
BASE BID ADD OPTION 1
ADD OPTION 1BASE BID
(TO REMAIN)
Exist. LIGHT POLE
8. THE CONTRACTOR SHALL PROVIDE AND INSTALL SOIL TRACKING DEVICES, AT THE LOCATION TO BE DETERMINED BY THE ENGINEER.
7. SEE MECHANICAL PLAN FOR TANK REPLACEMENT.
6. SEE SITE PLAN FOR MONUMENT LOCATION.
THE ENGINEER.
5. PLACE A SEDIMENT BARRIER ON THE WEST SIDE OF THE PROJECT NEAR THE FENCE, CLOSE TO THE PARCEL LINE, OR AS DIRECTED BY
4. THE CONTRACTOR SHALL IMPLEMENT A DEMOLITION SEQUENCE THAT ALIGNS WITH THE APPROVED PHASING PLAN.
THE PAVEMENT ACCESSABLE FOR OPERATIONS AT ALL TIMES TO ENSURE CONTINUED USE OF THE FACILITY DURING CONSTRUCTION.
COMMENCEMENT OF CONSTRUCTION. THE WORK SHALL BE CONDUCTED IN NO MORE THAN TWO PHASES, MAINTAINING AT LEAST HALF OF
3. THE CONTRACTOR SHALL PREPARE A PHASING PLAN, APPROVED BY SPACE COAST AREA TRANSIT OPERATIONS, PRIOR TO THE
2. CONTRACTOR TO VREIFY THE LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION.
DISCONNECTION OF ANY UTILITY SERVICES TO THE BUILDING.
1. PRIOR TO DEMOLITION, CONTRACTOR SHALL COORDINATE WITH ALL THE UTILITY PROVIDERS AND THE FACILITY MANAGER FOR THE
ADDITIONAL NOTES:
PLAN
DEMOLITION
C101
ISSUED FOR BID
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
C O
A F
L
S
O U
T H V
A R
R A
V E
N
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025
N
0 10
Feet
TANK
TANK
E 737753.8657
N 1461636.3972
E 737763.8657
N 1461636.4127
E 737793.8658
N 1461636.4593
E 737803.8656
N 1461636.5124
E 737823.8655
N 1461636.5982
E 737843.8655
N 1461636.7408
E 737863.8655
N 1461636.6898
LINK FENCE
EXISTING CHAIN
E 737883.8655
N 1461636.5992
E 737883.8545
N 1461656.1992
E 737883.8439
N 1461675.0024 E 737883.8229
N 1461712.2751
E 737883.8314
N 1461697.2024
E 737883.8116
N 1461732.2753
E 737883.8003
N 1461752.2755
E 737883.7890
N 1461772.2757
E 737883.7778
N 1461792.2759
E 737883.7665
N 1461812.2761
E 737883.7552
N 1461832.2762
E 737883.7422
N 1461855.3217
E 737883.7309
N 1461875.3219
E 737825.2693
N 1461876.3097
E 737808.1235
N 1461866.5980
E 737785.2199
N 1461896.0647
E 737784.8791
N 1461892.1410
E 737792.0657
N 1461854.8340
E 737777.6268
N 1461842.4751
E 737756.7384
N 1461893.2518
LINK FENCE
EXISTING CHAIN
E 737755.9669
N 1461836.6330
E 737753.0939
N 1461820.1426
E 737753.2960
N 1461799.9379
E 737753.4961
N 1461779.9382
E 737753.5210
N 1461759.9382
E 737753.4825
N 1461739.9381
E 737753.5037
N 1461719.9381
E 737753.6111
N 1461697.0001
E 737753.7044
N 1461674.8003
E 737753.7372
N 1461655.9970
20.00' (TYP.)
20.00' (TYP.)
ELEV 22.15'
E 737804.9218
N 1461823.4163
A2 SET 5/8'' IRC
SITE BENCHMARK
ELEV 22.03'
E 737753.2800
N 1461638.1142
A1 SET 5/8" IRC
SITE BENCHMARK
E 737800.6146
N 1461656.0736
E 737800.5795
N 1461661.2731
E 737800.6761
N 1461675.0206 E 737800.6538
N 1461683.2328
E 737800.7169
N 1461697.0422
E 737872.6468
N 1461656.0151
E 737872.6119
N 1461661.1538
E 737872.7053
N 1461675.0531
E 737872.5523
N 1461683.2155
E 737872.6834
N 1461697.1168
E 737883.7253
N 1461885.3220
E 737882.7253
N 1461885.3258
INV. EL. 21.07
E 737871.6715
N 1461772.6127
INV. EL. 20.69
E 737871.5558
N 1461772.6127
INV. EL. 20.89
E 737882.8641
N 1461639.0976
INV. EL. 19.83
E 737795.2418
N 1461772.6127
INV. EL. 20.51
E 737795.1158
N 1461772.6127
INV. EL. 20.44
E 737794.9898
N 1461772.6127
INV. EL. 20.33
ON C-107)
(SEE DETAIL
EDGEDRAIN
ON C-107)
(SEE DETAIL
EDGEDRAIN
ON C-107)
(SEE DETAIL
EDGEDRAIN
ON C-107)
(SEE DETAIL
EDGEDRAIN
ON C-106)
(SEE DETAIL
UNDERDRAIN
ON C-107)
(SEE DETAIL
EDGEDRAIN
ON C-107)
(SEE DETAIL
EDGEDRAIN
E 737799.4832
N 1461706.0588
E 737816.8882
N 1461715.9128
E 737834.3834
N 1461725.6039
E 737851.8686
N 1461735.3130
E 737869.6538
N 1461744.4807
E 737874.3775
N 1461732.3109
E 737878.6094
N 1461712.2948
E 737798.7638
N 1461819.1957
E 737805.0565
N 1461819.8144
E 737822.3379
N 1461829.8915
E 737839.6133
N 1461839.9794
E 737856.8843
N 1461850.0753
E 737863.3336
N 1461855.2239
E 737849.3902
N 1461856.4316
E 737836.1531
N 1461850.7444
E 737823.7827
N 1461843.8306
E 737810.8077
N 1461834.0083
ON C-107)
(SEE DETAIL
EDGEDRAIN
EDGEDRAIN OUTLET
E 737882.7697
N 1461806.6423
INV. EL. 20.57
E 737783.1444
N 1461728.8175
INV. EL. 20.12
E 737772.8924
N 1461788.8017
INV. EL. 20.15
E 737773.5324
N 1461636.4264
INV. EL. 19.68
E 737783.5324
N 1461636.4413
E 737772.7410
N 1461824.8489
INV. EL. 20.32
E 737781.3861
N 1461790.3149
INV. EL. 20.18
E 737783.5345
N 1461635.9413
INV. EL. 19.73
E 737773.5786
N 1461625.4344
INV. EL. 19.64
E 737782.7597
N 1461820.4012
INV. EL. 20.28
E 737783.0184
N 1461758.8174
INV. EL. 20.15
E 737783.5787
N 1461625.4401
INV. EL. 19.68
E 737863.7307
N 1461875.7292
INV. EL. 20.98
E 737863.7363
N 1461865.7291
INV. EL. 20.92
E 737882.7514
N 1461838.9542
INV. EL. 20.54
E 737882.7661
N 1461812.9973
INV. EL. 20.57
BASE BID ADD OPTION 1
ADD OPTION 1BASE BID
FLOW ARROW FOR EDGEDRAIN
OWS DRAINS
5. INSTALL THE CONCRETE EDGEDRAIN ON A MINIMUM GRADE OF ONE-TENTH PERCENT (0.10%)
4. SEE MECHANICAL PLAN FOR TANK REPLACEMENT.
3. SEE SITE PLAN FOR MONUMENT LOCATION.
2. CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION.
THE FACILITY MANAGER FOR THE DISCONNECTION OF ANY UTILITY SERVICES TO THE BUILDING.
1. PRIOR TO DEMOLITION, CONTRACTOR SHALL COORDINATE WITH ALL THE UTILITY PROVIDERS AND
ADDITIONAL NOTES:
M H
M H
SITE PLAN
C102
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
C O
A F
L
S
O U
T H V
A R
R A
V E
N
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025
M H
M H
N
0 10
Feet
EL. 21.54
MATCH Exist.
EL. 21.80
MATCH Exist.
EL. 22.07
MATCH Exist.
EL. 22.23
MATCH Exist.
EL. 22.30
MATCH Exist.
EL. 22.36
MATCH Exist.
EL. 22.33
MATCH Exist.
EL. 22.32
MATCH Exist.
EL. 22.30
MATCH Exist.
EL. 22.20
MATCH Exist.
EL. 21.60
MATCH Exist.
EL. 21.67
MATCH Exist.
EL. 21.74
MATCH Exist.
EL. 21.76
MATCH Exist.
EL. 21.74
MATCH Exist.
EL. 21.71
MATCH Exist.
EL. 21.85
MATCH Exist.
EL. 21.80
MATCH Exist.
EL. 21.64
MATCH Exist.
EL. 22.03
MATCH Exist.
EL. 22.17
MATCH Exist.
EL. 22.20
MATCH Exist.
EL. 22.32
MATCH Exist.
EL. 22.55
MATCH Exist.
EL. 22.67
MATCH Exist.
EL. 22.67
MATCH Exist.
EL. 22.51
MATCH Exist.
EL. 22.40
MATCH Exist.
EL. 22.40
MATCH Exist.
EL. 22.65
MATCH Exist.
EL. 22.86
MATCH Exist.
EL. 22.98
Exist.
MATCH
EL. 22.90
Exist.
MATCH
EL. 22.80
Exist.
MATCH
EL. 22.67
MATCH Exist.
EL. 22.50
MATCH Exist.
EL. 22.29
MATCH Exist.
EL. 22.28
MATCH Exist.
EL. 21.76
MATCH Exist. EL. 21.96
MATCH Exist.
EL. 22.08
MATCH Exist.
EL. 22.22
MATCH Exist.
EL. 22.29
MATCH Exist.
EL. 22.06
MATCH Exist.
EL. 21.98
MATCH Exist.
EL. 22.04
MATCH Exist.
EL. 21.84
MATCH Exist.
EL. 22.75
MATCH Exist.
EL. 22.72
MATCH Exist.
EL. 22.58
MATCH Exist.
EL. 22.43
MATCH Exist.
EL. 22.31
MATCH Exist.
ELEV 22.15'
A2 SET 5/8'' IRC
SITE BENCHMARK
EL. 22.41
MATCH Exist.
EL. 22.18
MATCH Exist.
EL. 22.18
MATCH Exist.
EL. 22.24
MATCH Exist.
EL. 22.36
MATCH Exist.
EL. 22.29
MATCH Exist.
EL. 22.46
MATCH Exist.
EL. 22.53
MATCH Exist.
EL. 22.76
MATCH Exist.
EL. 22.60
MATCH Exist.
EL. 22.55
MATCH Exist.
EL. 22.47
MATCH Exist.
EL. 22.63
MATCH Exist.
EL. 22.80
MATCH Exist.
EL. 22.68
MATCH Exist.
EL. 22.70
MATCH Exist.
EL. 22.15
Exist.
MATCH
EL. 22.19
MATCH Exist.
EL. 22.27
MATCH Exist.
EL. 22.25
MATCH Exist.
EL. 22.06
MATCH Exist.
EL. 22.25
Exist.
MATCH
EL. 22.25
MATCH Exist.
EL. 22.25
MATCH Exist.
EL. 22.22
Exist.
MATCH
EL. 22.28
Exist.
MATCH
EL. 22.28
Exist.
MATCH
EL. 22.25
Exist.
MATCH EL. 22.26
MATCH Exist.
EL. 22.25
MATCH Exist.
EL. 22.30
Exist.
MATCH
EL. 22.25
Exist.
MATCH
EL. 22.25
Exist.
MATCH
EL. 22.25
Exist.
MATCH
EL. 22.23
MATCH Exist.
EL. 22.25
Exist.
MATCH
CEMENT CONCRETE PAVEMENT
8'' UNDOWELED PORTLAND
EL. 22.30
MATCH Exist.
EL. 22.27
Exist.
MATCH
EL. 22.25
Exist.
MATCH
EL. 22.27
Exist.
MATCH
EL. 22.26
Exist.
MATCH
EL. 22.27
Exist.
MATCH
EL. 22.29
Exist.
MATCH
EL. 22.25
Exist.
MATCH
4. SEE MECHANICAL PLAN FOR TANK REPLACEMENT.
3. SEE SITE PLAN FOR MONUMENT LOCATION.
2. CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION.
THE FACILITY MANAGER FOR THE DISCONNECTION OF ANY UTILITY SERVICES TO THE BUILDING.
1. PRIOR TO DEMOLITION, CONTRACTOR SHALL COORDINATE WITH ALL THE UTILITY PROVIDERS AND
ADDITIONAL NOTES:
FLOW ARROW
ELEV 22.03'
A1 SET 5/8'' IRC
SITE BENCHMARK
EL. 22.25
Exist.
MATCH
EL. 22.24
Exist.
MATCH
EL. 22.27
MATCH Exist.
EL. 22.31
MATCH Exist.
EL. 22.27
MATCH Exist.
EL. 22.43
MATCH Exist.
EL. 22.60
MATCH Exist.
EL. 22.86
MATCH Exist.
EL. 22.94
MATCH Exist.
EL. 22.87
MATCH Exist.
EL. 22.54
MATCH Exist.
EL. 22.26
MATCH Exist.
EL. 22.23
MATCH Exist.
EL. 22.42
MATCH Exist.
EL. 22.52
MATCH Exist.
EL. 22.64
MATCH Exist.
EL. 22.71
MATCH Exist.
EL. 22.39
MATCH Exist.
EL 22.58
MATCH Exist.
EL. 22.69
MATCH Exist.
EL. 22.73
MATCH Exist.
EL. 22.72
MATCH Exist.
BASE BID ADD OPTION 1
ADD OPTION 1BASE BID
21'
22'
22'
22'
GRADING PLAN
C103
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
C O
A F
L
S
O U
T H V
A R
R A
V E
N
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025
M H
M H
N
0 10
Feet
.0
(T
Y P
.0 (T
Y P
.0
(T
Y P
4. SEE MECHANICAL PLAN FOR TANK REPLACEMENT.
3. SEE SITE PLAN FOR MONUMENT LOCATION.
2. CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION.
THE FACILITY MANAGER FOR THE DISCONNECTION OF ANY UTILITY SERVICES TO THE BUILDING.
1. PRIOR TO DEMOLITION, CONTRACTOR SHALL COORDINATE WITH ALL THE UTILITY PROVIDERS AND
ADDITIONAL NOTES:
9.80'9.80'
6.95'
6.00'
10.00' (TYP.)
.0
(T
Y P
10.00' (TYP.)
10.00' (TYP.)
.0
(T
Y P
8.
TYP
.0
(T
Y P
.0
(T
Y P
.0
(T
Y P
.0
(T
Y P
7.52'
6.68'
2.88'
8.12'
8.13'
5.73'
8.24'
8.01'
2.90'
.0
(T
Y P
ADD OPTION 1BASE BID
ADD OPTION 1BASE BID
8.67'
.9
EXPANSION JOINT
PLAN
JOINTING
C104
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
C O
A F
L
S
O U
T H V
A R
R A
V E
N
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025
M H
M H
N
0 10
Feet
.0
(T
Y P
.0
(T
Y P
.0 0'
TYP
4. SEE MECHANICAL PLAN FOR TANK REPLACEMENT.
3. SEE SITE PLAN FOR MONUMENT LOCATION.
2. CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION.
THE FACILITY MANAGER FOR THE DISCONNECTION OF ANY UTILITY SERVICES TO THE BUILDING.
1. PRIOR TO DEMOLITION, CONTRACTOR SHALL COORDINATE WITH ALL THE UTILITY PROVIDERS AND
ADDITIONAL NOTES:
(TYP.)
PAVEMENT MARKING
6" WHITE PAINTED
(TYP.)
PAVEMENT MARKING
6" WHITE PAINTED
ADD OPTION 1BASE BID
ADD OPTION 1BASE BID
MARKING PLAN
PAVEMENT
C105
ISSUED FOR BID
DETAILS
PAVEMENT ARROW
WHITE PAINTED
3.33'
.5
.5
1'
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
C O
A F
L
S
O U
T H V
A R
R A
V E
N
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025ISSUED FOR BID
WITH SILT (SP-SM)
EXIST. FINE SAND
CONC SLAB
EXIST. ±6"
C106
NOT TO SCALE
MISC. DETAILS (01)
NOT TO SCALE
TOP OF PAVEMENT
" PREFORMED JOINT FILLER4
PAVEMENT
TOP OF
STEEL TIE BAR
RETROFITTED
D
D
NOT TO SCALE
MATERIAL
SEALANT
JOINT
3/4"
NEW PAVEMENT EXIST. PAVEMENT
L/2
L
#5 BARS 30" IN LENGTH AT 36" SPACING.
* PROVIDE A TIED JOINT WITH #4 BARS 25" IN LENGTH AT 24" SPACING OR
PAVEMENT
TOP OF
ANTICIPATED BREAK
CUT (DEPTH D/3)
" SAW8
1INITIAL
JOINT SEALANT MATERIAL
3/4"
8" UNDOWELED PCCP
NOT TO SCALE
WITH SILT (SP-SM)
EXIST. FINE SAND
20" SELECT MATERIAL *
15% PASSING THE NO. 200 U.S. STANDARD SIEVE.
* (A-3, A-2-4) CONTAIN LESS THAN
1'-0"
4"
NATURAL GROUND
2' - 8" SOD
(ASPHALT BASE)
4" BASE GROUP 1 TYPE B-12.5 ONLY
ISSUED FOR BID
NOT TO SCALE
EXISTING CONDITION
EXPANSION JOINT DETAIL
EXISTING & NEW PAVEMENT JOINT DETAIL
NEW PAVEMENT JOINT DETAIL
PAVEMENT SECTIONS
PROPOSED
" R
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SUBCONSULTANT:
REV DESCRIPTION DATE
PROFESSIONAL SEAL:
L A S T E
D
IT
E D
F ile P a th
/1 /2 :1 :3 A
M
WARNING: THESE DRAWINGS THE PROPERTY OF THE PRIME CONSULTANT NOTED HEREWITHIN. ANY RE-USE OF THIS WORK WITHOUT WRITTEN CONSENT IS AN INFRINGEMENT OF THE ARCHITECT/ ENGINEER'S WORK. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO THEIR ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DESIGNED BY:
F
IL
E P
A T
H
WSP USA, Inc.
301 E Pine St, Suite 1020
Orlando, FL 32801
Tel.: +1 407 587-7800 wsp.com
SHEET NAME:
NO. 85719Professional No.:
Engineer of Record:
Professional No.:
P A
V E
M E
N T R
E P
A
IR
S
F U
E L T
A N
K R
E P
L A
C E
M E
N T A
C O
A F
L
S
O U
T H V
A R
R A
V E
N
E V
A R
D C
O U
N T
Y
S P
A C
E C
O A
S T A
R E
A T
R A
N S
IT
30903299.000
FULL SCALE SHEET SIZE= D (22"x 34")
D. KINS
1" = 10'
12/6/2024
WORK ORDER NUMBER: 5066909
100% PERMIT REVIEW
LISA R. FRUGE
L. FRUGE
8/8/2025
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
ÈGURF .R ASIL
No 85719
P. MYKYTKA
8/8/2025
C107
MISC. DETAILS (02)
3'-6" (MIN.)
NOT TO SCALE
R
R
NOT TO SCALE
PIPE ¡
HOLE (TYP.)
PERFORATED PIPE
4" DIA. SPECIAL
NOT TO SCALE
ON TOP SIDE OF PIPE
HOLE PATTERN DUPLICATED
" CROSS FOR OUTLET PIPE)
1(4
SILT FILTER FABRIC
BEND
NOT TO SCALE
SEALED LONGITUDINAL JOINT
1'-9" (MIN.)
VARIES (1'-0" MIN.) MATCH TROUGH SLOPE TO OUTLET PIPE SLOPE
SEE NOTE 9
2'-0" SOD
6"
6"
5" COVER (MIN.)
CLASS NS CONCRETE
2'-0" SOD
OUTLET PIPE
4" DIA. (MIN.) NONPERFORATED
DITCH BOTTOM
S O
D
VARIES
(T
Y P
1:4 SLOPE
2'-0" FOR
(T
Y P
2'-0"
(SEE NOTE 7)
CONCRETE
BEVEL AND TROUGH
1:4 SLOPE; 1:2 PIPE
1'-0" EDGEDRAIN WIDTH
ELBOW OR BEND AS REQUIRED
OUTLET PIPE (LENGTH VARIES)
4" DIA. (MIN.) NONPERFORATED
PERFORATED PIPE
END OF 4" DIA. SPECIAL
4" DIA. SPECIAL PERFORATED PIPE
6"
(LENGTH VARIES)
OUTLET PIPE
NONPERFORATED
4" DIA. (MIN.)
¡ OUTLET PIPE
S O
D S I N
G L E
P I P
E
CONCRETE PAVEMENT
1'-0"
(M
I N
4" 4"
SOD
" GALVANIZED HARDWARE CLOTH
1FULL DEPTH CONCRETE
TYPE B-12.5 (ASPHALT BASE)
BASE GROUP 1
FILTER FABRIC - TYPE D-3
DRAINCRETE
PERFORATED PIPE
4" DIAMETER SPECIAL
AND ECONOCRETE SUBBASES AND 2" ABOVE BOTTOM OF PAVEMENT
INSTALL GEOTEXTILE 2" BELOW BOTTOM OF PAVEMENT FOR CEMENT STABILIZED, SOIL CEMENT6.
INSTALL BACKFILL CONSISTING OF COHESIVE SOILS AROUND OUTLET PIPES.5.
CAP THE UPPER END OF EACH SEPARATE RUN OF THE CONCRETE PAVEMENT SUBDRAINAGE PIPE.4.
TRENCH FOR APPROVAL BY THE ENGINEER PRIOR TO PLACING DRAINCRETE.
SUBMIT A PROCEDURE FOR HOLDING THE GEOTEXTILE IN POSITION ON THE VERTICAL FACE OF THE 3.
FDOT STANDARD SPECIFICATION 514.
PRIOR TO PLACING THE GEOTEXTILE. PROVIDE AND INSTALL TYPE D-3 GEOTEXTILE IN ACCORDANCE WITH
REMOVE ADHERING BASE MATERIAL AND SOIL FROM THE VERTICAL FACE OF THE CONCRETE IMMEDIATELY 2.
DO NOT LEAVE TRENCH GREATER THAN 2' IN DEPTH OVERNIGHT. BARRICADE TRENCHES AT ALL TIMES.1.
SPECIFICATION 948
WITH FDOT STANDARD
HOLE PATTERN IN ACCORDANCE
ISSUED FOR BID
NOT TO SCALE
1:4 SLOPE
EDGEDRAIN OUTLET ELEVATIONS
EDGEDRAIN OUTLET PLAN VIEW
SECTION A-A
AA
EDGEDRAIN CORNER DETAIL
EDGEDRAIN DETAIL
ACCEPTABLE TO PROVIDE MINIMUM 0.1% OUTLET PIPE SLOPE].
9. 1.75' STD. FOR GRASSED DITCHES; 0.5' STD. FOR PAVED DITCHES [LESS IS
8. INSTALL PERIMETER SOD, 4.7 SQUARE FEET FOR 1:4 SLOPES.
7. INSTALL 6" THICK CLASS NS CONCRETE, 0.19 CUBIC YARD FOR 1:4 SLOPES.
1:4
1:4
David Hetlage (WSP) Snapshot
Keith.Wallace@wsp.com Digitally signed by Keith.Wallace@wsp.com DN: CN=Keith.Wallace@wsp.com Date: 2025.08.29 14:11:08-05'00'
Keith.Wallace@wsp.com
Keith.Wallace@wsp.com
| G001 Layout (1) |
| S101 Layout (1) |
| PP001 Layout (1) |
| PP101 Layout (1) |
| PP102 Layout (1) |
| E101 Layout (1) |
| dave.loduca@wsp.com | |
| 2025-09-02T15:05:11-0500 | |
| David P Loduca |
| 2025-09-11T10:06:53-0400 | |
| Lisa Fruge |
| 2025-09-11T10:07:23-0400 | |
| Lisa Fruge |
| 2025-09-11T10:07:39-0400 | |
| Lisa Fruge |
| 2025-09-11T10:07:50-0400 | |
| Lisa Fruge |
| 2025-09-11T10:08:02-0400 | |
| Lisa Fruge |
| 2025-09-11T10:08:13-0400 | |
| Lisa Fruge |
| 2025-09-11T10:08:25-0400 | |
| Lisa Fruge |
File details come from the government source that posted it. Updated .