2025-10-21 CU101-CU104_VBAY Revised.pdf
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- Solicitation number
- 36C77625B0023
About this file
These are detailed civil engineering plan sheets for the EHRM Infrastructure Upgrades project at the Bay Pines VA Medical Center in St. Petersburg, Florida. The documents show a comprehensive site plan for proposed underground communication duct bank and manhole installations across the medical campus, with multiple proposed duct bank segments ranging from 2-4" to 3-6" conduits, totaling thousands of linear feet. The project involves strategically routing new underground communication infrastructure between various existing buildings, including the hospital, post office, police department, and multiple masonry and service buildings, with specific attention to minimizing disturbance to existing infrastructure and maintaining precise underground utility connections.
The plan sheets, dated 05/10/2024, are final bid documents prepared by AE Works, LTD. for the U.S. Department of Veterans Affairs Office of Construction and Facilities Management. The project includes detailed utility notes specifying critical requirements such as bedding, backfill compaction, underground utility protection, trench management, and coordination protocols. Each sheet includes comprehensive existing and proposed infrastructure legends, showing underground utilities like natural gas, power, sanitary sewer, storm sewer, steam, and water, with precise measurements and routing details across the Bay Pines Boulevard location.
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STORY
MASONRY
STORY
MASONRY
BOLLARD
EXISTING
BUILDING 100
BLDG 109
PARKING
GARAGE
BOLLARD
BOLLARDS
BOLLARD
1-5 STORY
MASONRY
BUILDING 100
HOSPITAL
STORY
MASONRY
BLDG 24
EXTEND INTO
BLDG 24
PROPOSED
PULLBOX
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 105 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 282 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 349 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 480 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 55 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 85 LF
EXISTING DB
2-4" SPARES
EXISTING DB
2-4" SPARES
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 165 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 97 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 220 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 263 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 323 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 185 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 266 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 182 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 227 LF
EXISTING DB
2-4" SPARES
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 88 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 179 LF
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
EXISTING DB
2-4" SPARES
PROPOSED
COMMUNICATION
MANHOLE
19A
419A
15A
2 STORY MASONRY
BUILDING #20
POST OFFICE
1 STORY
MASONRY
BUILDING #35
BLDG 102
1 STORY MASONRY
POD 'D'
1 STORY MASONRY
SERVICE HUB
3 STORY MASONRY
BUILDING #37
1 STORY MASONRY
BUILDING #101
MASONRY
GENERATOR
BUILDING
BOCA
CIEGA
SHOP RELOCATION
& CEP EXPANSION
BUILDING 100F
WAREHOUSE WEST
BUILDING 110
D
A
MENTAL HEALTH ADDITION
BUILDING 111
FFE = 14.00 (NGVD 29)
FFE = 13.12 (NAVD 88)
EXISTING
CEP BUILDING
EXISTING
BUILDING 100
1 STORY
MASONRY
BUILDING #71
BLDG 102
1 STORY MASONRY
POD 'A'
EXISTING FOUNDATION
PROPOSED GREC
AC
AC AC
AC AC
1 STORY METAL
FRAME BLDG.
1 STORY MASONRY
BUILDING #54
POLICE DEPARTMENT
6' CHAIN LINK
FENCE GATE
1 STORY
MASONRY
BLDG 102
1 STORY MASONRYSERVICE HUB
1 STORY
MASONRY
BUILDING #56
2 STORY
MASONRY
BUILDING
FISHER HOUSE
C
B
T203
11A
13A
ELEVATED
BUILDING
VETERANS
BUSINESS
ADMINISTRATION
LOWEST FFE =
12.67
35.1'
.5
35.1'
.5
0'
1 STORY MASONRY BLDG
EDUCATION TRAINING CENTER
& MENTAL HEALTH MANAGEMENT
BLDG 102
1 STORY MASONRY
POD 'C'
BLDG 102
1 STORY MASONRY
POD 'B'
1 STORY
MASONRY
BUILDING 12
TRANSPORTATION
1 STORY
MASONRY
BUILDING 13
LAUNDRY
1 STORY
MASONRY
BUILDING 19
ELEC SYSTEMS
EQUIP STATION
1 STORY
MASONRY
BUILDING 17
1 STORY
MASONRY
1 STORY
MASONRY
BUILDING
NCA
MAITENANCE
FACILITY
BLDG 1001
NCA
1 STORY MASONRY
UNDER
CONSTRUCTION
CANCER
INFUSION FUTURE
WOMENS CLINIC
FUTURE
FIRE STATION
PROPOSED
BUILDING
FISHER HOUSE
EXISTING
DENTAL CLINIC
BUILDING
11,373 SF
FFE: 11.00
8' CHAIN LINK FENCE
W
OOD W
ALK
IN
G B
RID
GE
MH 3A
MH 3
MH 8
MH 2
MH 1
MH 29
MH 28A
MH 28MH 27
MH 26
MH
MH 4
MH 5
MH 6
MH
MH 7
MH 360
MH 362
UP
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STEAM, UNDERGROUND
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING BUILDING OUTLINE
EXISTING LEGEND
MANHOLE
VAULT
HANDHOLE
EXISTING STORM SEWER, ROOF DRAIN
EXISTING POWER, TRANSFORMER
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
VA BUILDING NUMBER100
EXISTING COMM, DUCT BANK
EXISTING COMM MANHOLE
EXISTING PAVEMENT
PROPOSED LEGEND
20' SCALE HATCH LINES
PROPOSED COMM MANHOLE
PROPOSED COMM DUCT BANK
00 60' 120'
CU101
Q1 DUCTBANK AND MANHOLE
BAY PINES BLVD
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.comAE WORKS®
A ut od es k D oc s:
//V B
A Y
-0
B ay
P in es V
A M
C E
H R
M In fra st ru ct ur e
U pg ra de s/ V
B A
Y -0
_B ay P in es
_M E
P .rv t 5/
/2
5:
:4
P M
EHRM INFRASTRUCTURE
UPGRADES
10000 BAY PINES BLVD, ST. PETERSBURG, FL 33714
516-21-106
N/A
05/10/2024 JS TK# Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
FINAL BID DOCUMENTS
1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
2. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR
RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR
ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE
SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK.
3. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE
FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO
EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. FACILITY ENGINEERING WILL REQUIRE THE
CONTRACTOR TO PROVIDE A REPORT FROM A GEOTECHNICAL ENGINEER. CORRECTION OF ANY
TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES.
5. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN HAVE BEEN
TAKEN FROM EXISTING UTILITY RECORDS AVAILABLE AT THE TIME THESE PLANS WERE
PREPARED AND FROM SURFACE OBSERVATION OF THE SITE. COMPLETENESS OR ACCURACY OF
LOCATION AND DEPTH OF UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.
6. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND
UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND
COMPACTED SUBGRADE.
7. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND
TRENCH BACKFILLED BY THE END OF EACH WORK DAY.
8. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.
9. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.
10. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED
GRADE, UNLESS OTHERWISE INDICATED.
11. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.
12. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE
PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE APPROVED IN
FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN REQUEST TO PENNONI
WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN ADVANCE OF
PLANNED CONNECTION. COORDINATE WITH LOCAL JURISDICTION ON THE CAPPING AND
DISCONNECTING REQUIREMENTS FOR ANY EXISTING SERVICES.
UTILITY NOTES:
N
1 RFI RESPONSE 10/13/25
2 STORY MASONRY
BUILDING #20
POST OFFICE
1 STORY
MASONRY
BUILDING #35
BLDG 102
1 STORY MASONRY
POD 'D'
BLDG 102
1 STORY MASONRY
SERVICE HUB
3 STORY MASONRY
BUILDING #37
1 STORY MASONRY
BUILDING #101
STRM(A)
MASONRY
GENERATOR
BUILDING
SHOP RELOCATION
& CEP EXPANSION
BUILDING 100F
WAREHOUSE WEST
BUILDING 110
D
A
MENTAL HEALTH ADDITION
BUILDING 111
FFE = 14.00 (NGVD 29)
FFE = 13.12 (NAVD 88)
EXISTING
CEP BUILDING
EXISTING
BUILDING 100
1 STORY
MASONRY
BUILDING #71
BLDG 102
1 STORY MASONRY
POD 'A'
1-5 STORY
MASONRY
BUILDING 100
HOSPITAL
EXISTING FOUNDATION
PROPOSED GREC
PROPOSED
PULLBOX
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 138 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 45 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 74 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 350 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 72 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 310 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 104 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 262 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 437 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 315 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 211 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 209 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 38 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 224 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 98 LF
PROPOSED DUCT BANK
(3 - 6" CONDUIT) 225 LF
PROPOSED DUCT BANK
(3 - 6" CONDUIT) 75 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 252 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 232 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 55 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 85 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 646 LF
EXISTING DB
2-4" SPARES
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 219 LF
PROPOSED DUCT BANK
(3 - 6" CONDUIT) 215 LF
PROPOSED DUCT BANK
(3 - 6" CONDUIT) 206 LF
PROPOSED DUCT BANK
(3 - 6" CONDUIT) 58 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 119 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 214 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 323 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 274 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 167 LF
PROPOSED DUCT BANK
(1 - 6" CONDUIT) 223 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 243 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 185 LF
PROPOSED DUCT BANK
(3 - 6" CONDUIT) 103 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 79 LF
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED
COMMUNICATION
MANHOLE
15A
13A
10A
12A
15C
15B
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
STORY
MASONRY
STORY
MASONRY
BLDG 109
PARKING
GARAGE
1-5 STORY
MASONRY
BUILDING 100
HOSPITAL
STORY
MASONRY
BLDG 24
1 STORY METAL
FRAME BLDG.
1 STORY MASONRY
BUILDING #54
POLICE DEPARTMENT
6' CHAIN LINK
FENCE GATE
1 STORY
MASONRY
BLDG 102
1 STORY MASONRY
SERVICE HUB
1 STORY
MASONRY
BUILDING #56
2 STORY
MASONRY
BUILDING
FISHER HOUSE
C
B
T203
11A
13A
ELEVATED
BUILDING
VETERANS
BUSINESS
ADMINISTRATION
LOWEST FFE =
12.67
35.1'
.5
35.1'
.5
0'
1 STORY MASONRY BLDG
EDUCATION TRAINING CENTER
& MENTAL HEALTH MANAGEMENT
BLDG 102
1 STORY MASONRY
POD 'C'
BLDG 102
1 STORY MASONRYPOD 'B'
1 STORY
MASONRY
BUILDING 12
TRANSPORTATION
1 STORY
MASONRY
BUILDING 13
LAUNDRY
1 STORY
MASONRY
BUILDING 19
ELEC SYSTEMS
EQUIP STATION
1 STORY
MASONRY
BUILDING 17
1 STORY
MASONRY
1 STORY
MASONRY
BUILDING
NCA
MAITENANCE
FACILITY
BLDG 1001
NCA
1 STORY MASONRY
UNDER
CONSTRUCTION
CANCER
INFUSION FUTURE
WOMENS CLINIC
FUTURE
FIRE STATION
PROPOSED
BUILDING
FISHER HOUSE
EXISTING
DENTAL CLINIC
BUILDING
11,373 SF
FFE: 11.00
8' CHAIN LINK FENCE
WOOD W
ALK
IN
G BRID
GE
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STEAM, UNDERGROUND
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING BUILDING OUTLINE
EXISTING LEGEND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING POWER, TRANSFORMER
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
VA BUILDING NUMBER100
EXISTING COMM, DUCT BANK
EXISTING COMM MANHOLE
EXISTING PAVEMENT
MANHOLE
VAULT
HANDHOLE
PROPOSED LEGEND
20' SCALE HATCH LINES
PROPOSED COMM MANHOLE
PROPOSED COMM DUCT BANK
00 60' 120'
CU102
Q2 DUCTBANK AND MANHOLE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.comAE WORKS®
A ut od es k D oc s:
//V B
A Y
-0
B ay
P in es V
A M
C E
H R
M In fra st ru ct ur e
U pg ra de s/ V
B A
Y -0
_B ay P in es
_M E
P .rv t 5/
/2
5:
:4
P M
EHRM INFRASTRUCTURE
UPGRADES
10000 BAY PINES BLVD, ST. PETERSBURG, FL 33714
516-21-106
N/A
05/10/2024 JS TK# Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
FINAL BID DOCUMENTS
1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
2. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR
RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR
ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE
SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK.
3. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE
FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO
EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. FACILITY ENGINEERING WILL REQUIRE THE
CONTRACTOR TO PROVIDE A REPORT FROM A GEOTECHNICAL ENGINEER. CORRECTION OF ANY
TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR
PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES
SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR
EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL DAMAGE
MADE TO UTILITIES BY THE CONTRACTOR.
5. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND
UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND
COMPACTED SUBGRADE.
6. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND
TRENCH BACKFILLED BY THE END OF EACH WORK DAY.
7. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.
8. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.
9. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED
GRADE, UNLESS OTHERWISE INDICATED.
10. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.
11. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE
PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE APPROVED IN
FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN REQUEST TO PENNONI
WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN ADVANCE OF
PLANNED CONNECTION. COORDINATE WITH LOCAL JURISDICTION ON THE CAPPING AND
DISCONNECTING REQUIREMENTS FOR ANY EXISTING SERVICES.
UTILITY NOTES:
AC
1 STORY MASONRY
BUILDING #54
POLICE DEPARTMENT
1 STORY
MASONRY
BLDG 102
1 STORY MASONRY
POD 'D'
BLDG 102
1 STORY MASONRY
SERVICE HUB
1 STORY
MASONRY
BUILDING #56
D
C
B
T203
11A
CEMETERY ROAD
35.1'
.5
35.1'
.5
0'
1 STORY MASONRY BLDG
EDUCATION TRAINING CENTER
& MENTAL HEALTH MANAGEMENT
BLDG 102
1 STORY MASONRY
POD 'C'
BLDG 102
1 STORY MASONRY
POD 'B'
MASONRY
1 STORY
MASONRY
BUILDING
H O O V E R
BLDG 1001
NCA
1 STORY MASONRY
EXISTING
DENTAL CLINIC
BUILDING
11,373 SF
FFE: 11.00
WOOD W
ALK
IN
G BRID
GE
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 262 LF
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 283 LF
(2 - 4" CONDUIT) 87 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 287 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 251 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 257 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 256 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 233 LF
PROPOSED DUCT BANK
(2 - 6" CONDUIT) 219 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 45 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 15 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 527 LF
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 235 LF
3A
2 STORY MASONRY
BUILDING #20
POST OFFICE
1 STORY
MASONRY
BUILDING #35
BLDG 102
1 STORY MASONRY
POD 'D'
1 STORY MASONRY
SERVICE HUB
3 STORY MASONRY
BUILDING #37
1 STORY MASONRY
BUILDING #101
STORY
MASONRY
STORY
MASONRY
MASONRY
GENERATOR
BUILDING
SHOP RELOCATION
& CEP EXPANSION
BUILDING 100F
WAREHOUSE WEST
BUILDING 110
D
A
MENTAL HEALTH ADDITION
BUILDING 111
FFE = 14.00 (NGVD 29)
FFE = 13.12 (NAVD 88)
EXISTING
CEP BUILDING
EXISTING
BUILDING 100
BLDG 109
PARKING
GARAGE
1 STORY
MASONRY
BUILDING #71
BLDG 102
1 STORY MASONRY
POD 'A'
1-5 STORY
MASONRY
BUILDING 100
HOSPITAL
STORY
MASONRY
BLDG 24
EXISTING FOUNDATION
PROPOSED GREC
F
AC AC
AC AC
1 STORY METAL
FRAME BLDG.
BOLLARDS (TYP)
BOLLARDS
1 STORY MASONRY
BUILDING #54
POLICE DEPARTMENT
6' CHAIN LINK
FENCE GATE
1 STORY
MASONRY
BOLLARDS
BOLLARDS
1 STORY
MASONRY
BUILDING #56
2 STORY
MASONRY
BUILDING
FISHER HOUSE
11A
13A
ELEVATED
BUILDING
VETERANS
BUSINESS
ADMINISTRATION
LOWEST FFE =
12.67
35.1'
.5
35.1'
.5
0'
1 STORY
MASONRY
BUILDING 12
TRANSPORTATION
1 STORY
MASONRY
BUILDING 13
LAUNDRY
1 STORY
MASONRY
BUILDING 19
ELEC SYSTEMS
EQUIP STATION
1 STORY
MASONRY
BUILDING 17
1 STORY
MASONRY
1 STORY
MASONRY
BUILDING
UNDER
CONSTRUCTION
CANCER
INFUSION FUTURE
WOMENS CLINIC
FUTURE
FIRE STATION
PROPOSED
BUILDING
FISHER HOUSE
CANOPY C
OVERED A
REA
24.10'7.4
16.40'
11.30'
115.20'
65.00'
120.20'
60.00'
50.50'
180.00'
30.00'
20.00'
10.00'
.20
6.6 0'
.00
87.70'
.2'
12.34'
7.3 0''
.00
3.
4'
.10
'6.50'
4.00'
.00
21.90' 12.80'
8.00'
20.30'
32.20'
.20
.20
.00
31.60'
.00
28.00'
.10
25.88'
58.70'
.10
58.70'
.10
8"
MASONRY W
ALL
.0'
24.10'
.90
.20
10.50'
.20
74.60'
.00
87.50'
184.70'
131.00'
.70
100.20'
40.20'
8.00'
8.00'4.00' 14.60' 20.20'
14.40'
34.30'
17.00'
17.00'
4.00' 7.70'
4.00' 4.00'
4.00'
3.20'
18.70' 18.50' 17.10'
34.20'
17.10'
CANOPY C
OVERED A
REA
EQUIP RM
8' CHAIN LINK FENCE
W
OOD W
ALK
IN
G B
RID
GE
UP
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STEAM, UNDERGROUND
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING BUILDING OUTLINE
EXISTING LEGEND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING POWER, TRANSFORMER
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
VA BUILDING NUMBER100
EXISTING COMM, DUCT BANK
EXISTING COMM MANHOLE
EXISTING PAVEMENT
MANHOLE
VAULT
HANDHOLE
PROPOSED LEGEND
20' SCALE HATCH LINES
PROPOSED COMM MANHOLE
PROPOSED COMM DUCT BANK
00 60' 120'
CU103
Q3 DUCTBANK AND MANHOLE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.comAE WORKS®
A ut od es k D oc s:
//V B
A Y
-0
B ay
P in es V
A M
C E
H R
M In fra st ru ct ur e
U pg ra de s/ V
B A
Y -0
_B ay P in es
_M E
P .rv t 5/
/2
5:
:4
P M
EHRM INFRASTRUCTURE
UPGRADES
10000 BAY PINES BLVD, ST. PETERSBURG, FL 33714
516-21-106
N/A
05/10/2024 JS TK# Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
FINAL BID DOCUMENTS
1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
2. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR
RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR
ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE
SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK.
3. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE
FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO
EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. FACILITY ENGINEERING WILL REQUIRE THE
CONTRACTOR TO PROVIDE A REPORT FROM A GEOTECHNICAL ENGINEER. CORRECTION OF ANY
TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR
PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES
SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR
EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL DAMAGE
MADE TO UTILITIES BY THE CONTRACTOR.
5. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND
UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND
COMPACTED SUBGRADE.
6. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND
TRENCH BACKFILLED BY THE END OF EACH WORK DAY.
7. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.
8. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.
9. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED
GRADE, UNLESS OTHERWISE INDICATED.
10. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.
11. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE
PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE APPROVED IN
FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN REQUEST TO PENNONI
WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN ADVANCE OF
PLANNED CONNECTION. COORDINATE WITH LOCAL JURISDICTION ON THE CAPPING AND
DISCONNECTING REQUIREMENTS FOR ANY EXISTING SERVICES.
UTILITY NOTES:
10 10
L
E E
TR
TR
TR
TR
AC
AC AC AC AC
1 STORY METAL
FRAME BLDG.
1 STORY MASONRY
BUILDING #54
POLICE DEPARTMENT
6' CHAIN LINK
FENCE GATE
1 STORY
MASONRY
1 STORY
MASONRY
BUILDING #56
2 STORY
MASONRY
BUILDING
FISHER HOUSE
BAY PINES BLVD. (STATE RD 595) (US ALT 19)
11A
13A
BLDG 109
PARKING
GARAGE
ELEVATED
BUILDING
VETERANS
BUSINESS
ADMINISTRATION
LOWEST FFE =
12.67
35.1'
.5
35.1'30 .5
0'
1 STORY
MASONRY
BUILDING 12
TRANSPORTATION
1 STORY
MASONRY
BUILDING 13
LAUNDRY
1 STORY
MASONRY
BUILDING 19
ELEC SYSTEMS
EQUIP STATION
1 STORY
MASONRY
BUILDING 17
1 STORY
MASONRY
1 STORY
MASONRY
BUILDING
H O O V E R
UNDER
CONSTRUCTION
CANCER
INFUSION FUTURE
WOMENS CLINIC
FUTURE
FIRE STATION
PROPOSED
BUILDING
FISHER HOUSE
8' CHAIN LINK FENCE
WOOD W
ALK
IN
G BRID
GE
EXISTING
COMMUNICATION
VAULT
EXISTING DB
2-4" SPARES
EXISTING DB
2-4" SPARES
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 283 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 87 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 287 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 97 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 220 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 56 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 768 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 388 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 536 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 312 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 263 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 234 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 200 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 158 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 69 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 242 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 111 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 114 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 15 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 28 LF
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 88 LF
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 235 LF
PROPOSED
COMMUNICATION
MANHOLE
PROPOSED
COMMUNICATION
MANHOLE
3A
28A
CORE INTO EXISTING MANHOLE
(2.5' MINIMUM COVER TYP.)
PROPOSED DUCT BANK
(2 - 4" CONDUIT) 194 LF
P 9"
C 12"
C 12"
P 15"
O 18"
P16"
P20"
P26"
C 12"
13"
15"
2@12"
P19"
P 24"
P22"
P 16"
P26"
P 7"
U 7"
P 9"
P13"
P 17"
P 8"
P8"
P8" P
2 STORY MASONRY
BUILDING #20
POST OFFICE
1 STORY
MASONRY
BUILDING #35
3 STORY MASONRY
BUILDING #37
1 STORY MASONRY
BUILDING #101
STORYMASONRY
STORY
MASONRY
MASONRY
GENERATOR
BUILDING
MAIN GATE
BOCA
CIEGA
SHOP RELOCATION
& CEP EXPANSION
BUILDING 100F
WAREHOUSE WEST
BUILDING 110
A
MENTAL HEALTH ADDITION
BUILDING 111
FFE = 14.00 (NGVD 29)
FFE = 13.12 (NAVD 88)
EXISTING
CEP BUILDING
EXISTING
BUILDING 100
BRYSON CIRCLE E
HALF
C
IR
C
LE
E
1 STORY
MASONRY
BUILDING #71
BLDG 102
1 STORY MASONRY
POD 'A'
1-5 STORY
MASONRY
BUILDING 100
HOSPITAL
STORY
MASONRY
BLDG 24
EXISTING FOUNDATION
PROPOSED GREC
TR
AC
TR
BLDG 102
1 STORY MASONRY
POD 'D'
BLDG 102
1 STORY MASONRY
SERVICE HUB
19" PINE
D
C
A
B
T203
CEMETERY ROAD
1 STORY MASONRY BLDG
EDUCATION TRAINING CENTER
& MENTAL HEALTH MANAGEMENT
BLDG 102
1 STORY MASONRY
POD 'C'
BLDG 102
1 STORY MASONRY
POD 'A'
BLDG 102
1 STORY MASONRY
POD 'B'
NCA
MAITENANCE
FACILITY
BLDG 1001
NCA
1 STORY MASONRY
EXISTING
DENTAL CLINIC
BUILDING
11,373 SF
FFE: 11.00
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STEAM, UNDERGROUND
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING BUILDING OUTLINE
EXISTING LEGEND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING POWER, TRANSFORMER
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
VA BUILDING NUMBER100
EXISTING COMM, DUCT BANK
EXISTING COMM MANHOLE
EXISTING PAVEMENT
MANHOLE
VAULT
HANDHOLE
PROPOSED LEGEND
20' SCALE HATCH LINES
PROPOSED COMM MANHOLE
PROPOSED COMM DUCT BANK
00 60' 120'
CU104
Q4 DUCTBANK AND MANHOLE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.comAE WORKS®
A ut od es k D oc s:
//V B
A Y
-0
B ay
P in es V
A M
C E
H R
M In fra st ru ct ur e
U pg ra de s/ V
B A
Y -0
_B ay P in es
_M E
P .rv t 5/
/2
5:
:4
P M
EHRM INFRASTRUCTURE
UPGRADES
10000 BAY PINES BLVD, ST. PETERSBURG, FL 33714
516-21-106
N/A
05/10/2024 JS TK# Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
FINAL BID DOCUMENTS
1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
2. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR
RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR
ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE
SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK.
3. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE
FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO
EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. FACILITY ENGINEERING WILL REQUIRE THE
CONTRACTOR TO PROVIDE A REPORT FROM A GEOTECHNICAL ENGINEER. CORRECTION OF ANY
TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR
PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES
SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR
EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL DAMAGE
MADE TO UTILITIES BY THE CONTRACTOR.
6. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND
UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND
COMPACTED SUBGRADE.
7. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND
TRENCH BACKFILLED BY THE END OF EACH WORK DAY.
8. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.
9. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.
10. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED
GRADE, UNLESS OTHERWISE INDICATED.
11. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.
12. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE
PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE APPROVED IN
FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN REQUEST TO PENNONI
WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN ADVANCE OF
PLANNED CONNECTION. COORDINATE WITH LOCAL JURISDICTION ON THE CAPPING AND
DISCONNECTING REQUIREMENTS FOR ANY EXISTING SERVICES.
UTILITY NOTES:
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