Exhibit_D_-_Plans.pdf
PDF 34 MB Posted
- Solicitation number
- 26-B-119KW
- Issued by
- Volusia County, Florida
About this file
Summary of Exhibit D – Construction Plans for Lantern Park Stormwater Retrofit
This document comprises the detailed construction plans prepared by engineer Nicholas Hartshorn, PE (FL PE# 90368) for Volusia County's Lantern Park Stormwater Retrofit project in the City of South Daytona, Florida. The project is a stormwater improvement initiative funded through a HUD Community Development Block Grant for Disaster Recovery (CDBG-DR) to aid in recovery from Hurricane Ian damage. The construction scope encompasses the development of a stormwater pond, two transfer pumps (MWI SEA310 axial flow pumps, 25HP each at 1,800 RPM with design flow of 2,400 GPM), an 18-inch HDPE forcemain discharge line to Reed Canal with a heavy-duty flap gate outlet, pump station and instrumentation enclosure facilities, junction boxes, drainage improvements along Lantern Drive with multiple concrete horizontal elliptical culverts, riprap ditch lining (approximately 946 square feet), black vinyl-coated fencing, performance turf sod, and related mechanical and electrical infrastructure. The plans total 1,307 linear feet of project baseline with the proposed pond having a control elevation of 1.16 feet and excavated bottom elevation of -4.25 feet. The construction must comply with the 2025-2026 FDOT Standard Specifications for Road and Bridge Construction and follow a detailed geotechnical report prepared by Geotechnical and Environmental Consultants, Inc., dated November 2025, including specific demucking and backfill recommendations for very dense and shelly soil materials encountered at the site.
The contract structure requires comprehensive contractor responsibility for utility coordination, including notification to Sunshine 811 and gas utility companies prior to excavation, proper utility separations per FDEP standards, and coordination of any necessary relocations. The contractor must provide signed and sealed submittals including maintenance of traffic (MOT) plans, dewatering plans with schematic drawings, benchmark elevation verifications by a Florida-licensed professional surveyor, and as-built surveys in both paper and electronic formats (.PDF and AutoCAD .DWG) within two weeks of mobilization for city approval. The project requires contractor-furnished staging areas, equipment storage, and employee parking throughout construction, with all excess earthwork materials to be disposed of by the contractor at city-approved sites. Major cost items are structured as lump-sum pay items including the stormwater pump station installation with all shipping costs, junction box installation, mechanical and electrical components, emergency generator installation, and driveway access improvements. Additional requirements include installation of a 4-inch muck blanket or topsoil on permanent grass areas, restoration of all disturbed areas, temporary drainage maintenance, positive drainage management during construction, compliance with the Trench Safety Act, and five-day advance notification to affected property owners.
View the file
Other files
Show all 39
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
CONSTRUCTION PLANS
I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION
PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES
AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION
OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND
MAINTENANCE FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY
THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1)
ENGINEER:
DATE:
PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY
ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.
NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE
PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND
NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR
SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING
NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.
B.M.
TOTAL LENGTH:
OF THE FLORIDA STATUTES.
1,307
PROJECT AREA
ECHO SITE BENCHMARK AT RAV 1 - AT RAV 3 NAVD88 DATUM
H1 EL = 7.26'
AT RAV 1 EL = 7.33'
AT RAV 2 EL = 9.03'
AT RAV 3 EL = 7.22'
FLORIDA DEPARTMENT OF TRANSPORTATION
DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,
MAINTENANCE AND UTILITY OPERATIONS ON THE
STATE HIGHWAY SYSTEM, 2025-2026 EDITION.
AND
STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION, MOST RECENT,
AS AMENDED BY CONTRACT DOCUMENTS.
NICK HARTSHORN
LANTERN PARK
STORMWATER POND
FLORIDA POWER & LIGHT - VOLUSIA (386) 586-6403
FL PUBLIC UTILITIES GAS (386) 785-4554
METRO FIBERNET FIBER LLC (812) 213-1050
AT&T DISTRIBUTION (888) 357-1922
VOLUSIA COUNTY
PROJECT
LOCATION
CITY OF SOUTH DAYTONA, FLORIDA
1 COVER SHEET
2 GENERAL NOTES
3 SUMMARY OF PAY ITEMS & QUANTITIES
4 PROJECT LAYOUT I
5 PROJECT LAYOUT II
6 OVERALL SITE PLAN I
9 PROPOSED PIPE PROFILE II
12 CONSTRUCTION DETAILS II
PROPOSED INSTRUMENTATION ENCLOSURE
PROPOSED POND LAYOUT
PROPOSED POND GEOMETRY
POND DETAILS
DRAINAGE DETAILS
LANTERN DRIVE DRAINAGE IMPROVEMENTS I
LANTERN DRIVE DRAINAGE IMPROVEMENTS II
LANTERN DRIVE DRAINAGE IMPROVEMENTS III
LANTERN DRIVE DRAINAGE IMPROVEMENTS IV
P&ID LEGEND AND SYMBOLS
PROCESS & INSTRUMENTATION DIAGRAM
PUMP STATION MECHANICAL VIEWS
INSTRUMENTATION VAULT MECHANICAL VIEWS
MECHANICAL DETAILS I
ELECTRICAL SINGLE LINE DIAGRAM
STORMWATER POLLUTION PREVENTION AND CONTROL PLAN I
STORMWATER POLLUTION PREVENTION AND CONTROL PLAN II
STORMWATER POLLUTION PREVENTION AND CONTROL PLAN III
STORMWATER POLLUTION PREVENTION AND CONTROL PLAN IV
STORMWATER POLLUTION PREVENTION AND CONTROL PLAN V
STORMWATER POLLUTION PREVENTION AND CONTROL PLAN VI
MAINTENANCE OF TRAFFIC AND ACCESS CONTROL I
MAINTENANCE OF TRAFFIC AND ACCESS CONTROL II
MAINTENANCE OF TRAFFIC AND ACCESS CONTROL III
MAINTENANCE OF TRAFFIC AND ACCESS CONTROL IV
GEOTECHNICAL DETAILS
7 OVERALL SITE PLAN II
8 PROPOSED PIPE PROFILE I
10 PROPOSED PIPE PROFILE III
11 CONSTRUCTION DETAILS I
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENT OF THE PROJECT SPECIFICATION, 2025-2026 EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION (FDOT), AND SUPPLEMENTS THERETO.
2. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE OF THE PROJECT MANAGER IF ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TO BIDDING, AND TO MAKE HIS OR HER
OWN DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.
3. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVALS OF DISPOSAL SITES SHALL BE OBTAINED FROM THE CITY PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE PROPERTY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, UNLESS OTHERWISE
DIRECTED BY THE PROJECT MANAGER.
5. INSTALL A 4" MUCK BLANKET OR TOPSOIL ON ALL PERMANENT GRASS AREAS. COST TO BE INCLUDED IN CONTRACT LUMP SUM BID.
6. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON AVAILABLE RECORDS AND SURVEYS BUT IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL MAKE HIS OR HER OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION. PRIOR TO ORDERING DRAINAGE STRUCTURES, THE CONTRACTOR SHALL DETERMINE IF DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION ON CONFLICTS IS TO BE SUBMITTED TO THE PROJECT MANAGER AS SOON AS POSSIBLE AFTER DISCOVERY FOR RESOLUTION.
7. PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL CALL SUNSHINE 811 48 HOURS IN ADVANCE OF PERFORMING ANY UTILITY
ADJUSTMENTS OR RELOCATIONS. SUNSHINE ONE PHONE NUMBER IS 1-800-432-4770.
8. UTILITIES ARE TO BE ADJUSTED BY OTHERS OR AS DIRECTED BY THE PROJECT MANAGER. CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL UTILITY COORDINATION.
9. THE CONTRACTOR SHALL NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION AS REQUIRED
BY CHAPTER 77-153 OF THE FLORIDA STATUTES.
10. INSTALLATION OR RELOCATION OF ANY UTILITY, INCLUDING STORM SEWER, SHALL MAINTAIN PROPER UTILITY SEPARATIONS PER FDEP
62-555.314, LOCATION OF PUBLIC WATER SYSTEM MAINS.
11. TOTAL COST OF ALL DRAINAGE PIPE INSTALLATION TO BE INCLUDED IN LUMP SUM BID.
12. ALL INLET/MANHOLE - PIPE JOINTS SHALL BE FILLED WITH NON-SHRINK GROUT, COVERED WITH AN ASPHALT MASTIC COATING, AND WRAPPED WITH A PLASTIC FILTER FABRIC MATERIAL PER VOLUSIA COUNTY ROAD CONSTRUCTION SPECIFICATIONS. ALL PIPE JOINTS IN THIS PROJECT SHALL BE WRAPPED PER FDOT STANDARD INDEX No. 280 OR AS DIRECTED BY THE PROJECT MANAGER. COST TO BE
INCLUDED IN THE COST OF THE PIPE CULVERT.
13. DESIGN CHANGES OF PIPE INVERTS NOT EXCEEDING PLUS OR MINUS ONE FOOT WILL NOT BE CONSIDERED AS A BASIS FOR ADDITIONAL
COMPENSATION OR FOR MODIFICATION OF PRECAST STRUCTURES.
14. ALL (P.R.M.'s) IRONS AND MONUMENTS SHOWN ON PLANS, OR FOUND, SHALL BE PRESERVED. THOSE SHOWN IN PROPOSED PAVEMENT
SHALL BE PROTECTED WITH A CAST IRON VALVE BOX.
15. ANY U.S.C. AND G.S. MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER, THE CITY AND BOTH SHALL NOTIFY: STATE GEODETIC ADVISOR: 3900
COMMONWEALTH BOULEVARD, SUITE 309, TALLAHASSEE, FL, PHONE 850-245-2606
16. PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND THE CITY SURVEYOR, WITHOUT DELAY. THE CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48 HOURS OF TELEPHONE NOTIFICATION.
17. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY A SET OF FIELD NOTES VERIFYING THE BENCHMARK ELEVATIONS AND THE REFERENCE POINT TIES SHOWN ON THE TITLE SHEET AND PROJECT LAYOUT SHEET, AND/OR A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK AND REFERENCE POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT WITH THEIR LOCATION, DESCRIPTION AND ELEVATION, BASED ON THE PROJECT DATUM. ALL SUBMITTALS SHALL BE SIGNED AND SEALED
BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA.
18. THE CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNS AS REQUIRED DURING CONSTRUCTION. SIGNS, WHICH ARE DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY. THE CONTRACTOR SHALL REMOVE AND STORE EXISTING TRAFFIC SIGNS THAT ARE NOT USED DURING CONSTRUCTION. THE CONTRACTOR SHALL RE-INSTALL THE STORED SIGNS AS DIRECTED BY THE PROJECT MANAGER. SIGNS NOT TO BE RE-INSTALLED SHALL BE DELIVERED TO THE CITY. DAMAGED SIGNS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY. COST OF RELOCATION, MAINTENANCE, REMOVAL AND LEFTOVER SHALL BE
INCLUDED IN THE UNIT PRICES STATED ON THE SUMMARY OF PAY ITEMS.
19. CONTRACTOR SHALL PROVIDE A SIGNED AND SEALED MOT PLAN TO THE CITY 2 WEEKS PRIOR TO MOBILIZATION FOR REVIEW AND
APPROVAL. ALL CITY COMMENTS SHALL BE INCORPORATED INTO THE PLAN.
20. ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISION OF PART IV OF CHAPTER 553.60, F.S., ALSO KNOWN AS THE "TRENCH SAFETY ACT" TO PROTECT EXISTING PAVEMENT, STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL DURING
CONSTRUCTION OF THE PROJECT.
21. CONTRACTOR TO MAINTAIN CONTINUOUS ACCESS DURING CONSTRUCTION. CONTRACTOR IS TO MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDE STREETS AT ALL TIMES AND IS TO NOTIFY PROPERTY OWNERS FIVE DAYS PRIOR TO STARTED CONSTRUCTION.
22. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.
23. A WRITTEN DEWATERING PLAN WITH SCHEMATIC DRAWINGS SHALL BE PROVIDED TO THE CITY 2 WEEKS PRIOR TO MOBILIZATION FOR REVIEW AND APPROVAL. ALL CITY COMMENTS SHALL BE INCORPORATED INTO THE PLAN. COST TO THIS PLAN SHALL BE INCLUDED IN THE
LUMP SUM BID.
24. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE AND MAINTENANCE OF ALL EXISTING RUNOFF DISCHARGES DURING CONSTRUCTION TO AVOID THE TRANSPORT OF SEDIMENT AND ERODIBLE SOILS UNTIL THE WORK HAS BEEN
ACCEPTED BY THE CITY.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE ACCESSIBILITY OF THE SITE FOR CONSTRUCTION ACTIVITIES.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A STAGING AREA TO STORE EQUIPMENT, SUPPLIES, & MATERIALS, PROVIDE EMPLOYEE PARKING, ETC. FOR THE DURATION OF CONSTRUCTION OR AS APPROVED BY THE PROJECT MANAGER. STAGING AREA PLANS TO BE
SUBMITTED TO CITY PROJECT MANAGER FOR APPROVAL PRIOR TO MOBILIZATION.
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE READINESS OF STRUCTURE DELIVERY PRIOR TO ANY EXCAVATION.
28. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION AND RESTORE COMPACTED SOILS AND ANY GRADES INSIDE
OR OUTSIDE THE LIMITS OF CONSTRUCTION DISTURBED DURING CONSTRUCTION.
29. PRIOR TO PERFORMING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED PLANS OF DEWATERING
MEANS AND METHODS TO THE CITY FOR APPROVAL.
30. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PREPARED BY GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS, INC. DATED NOVEMBER 2025. THE CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS FOR DEMUCKING AND BACKFILL, EARTHWORKS RECOMMENDATIONS FOR PIPE TRENCH, AND RECOMMENDATIONS FOR MINOR STORMWATER STRUCTURES.
31. LAYERS OF VERY DENSE AND SHELLY MATERIAL WERE ENCOUNTERED AT THE SITE DURING THE GEOTECHNICAL INVESTIGATION. SUCH MATERIALS MAY MAKE EXCAVATIONS AND DEWATERING DIFFICULT. IT SHALL BE EXPECTED TO ENCOUNTER THIS TYPE OF MATERIAL AND SPECIALIZED EQUIPMENT AND/OR PROCEDURES MAY BE NECESSARY TO FACILITATE EXCAVATION AND DEWATERING.
32. IF THERE IS CONTRADICTING INFORMATION BETWEEN PLANS AND SPECIFICATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
REQUEST CLARIFICATION FROM THE ENGINEER.
33. ALL FEATURES TO REMAIN UNLESS OTHERWISE NOTED.
34. THE CONTRACTOR SHALL PERFORM AN AS-BUILT SURVEY. THE AS-BUILT SURVEY SHALL CONFORM TO ALL CITY REQUIREMENTS.
35. ALL WORK WITHIN CITY OWNED OR MAINTAINED FACILITIES, RIGHT-OF-WAY, OR EASEMENT WILL REQUIRE AS-BUILT PLANS. AS-BUILT PLANS SHALL SHOW THE CONSTRUCTED CONDITIONS OF THE CITY OWNED OR MAINTAINED AREA AND BE PERFORMED BY A FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
36. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AN AS-BUILT SURVEY THAT SHALL BE SUBMITTED ON PAPER COPY AND ELECTRONICALLY (.PDF AND AUTODESK CAD .DWG) AND BE IN ACCORDANCE WITH ALL CITY REQUIREMENTS.
37. PROJECT REFERENCE DOCUMENTS:
A.) GEOTECHNICAL ENGINEERING REPORT DATED NOVEMBER 2025, BY GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS, INC.
B.) TOPOGRAPHIC SURVEY DATED OCTOBER 2025, BY ECHO UES, INC.
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
N H ar ts ho rn o n
3/
/2
GENERAL NOTES
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
N H ar ts ho rn o n
6/
/2
SUMMARY OF PAY ITEMS & QUANTITIES
NOTES:
1. PAY ITEM 530-3-4 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE PROPOSED RIPRAP IN ACCORDANCE WITH FDOT SECTION 530. PAY ITEM INCLUDES ALL ROCK, BEDDING STONE, AND FILTER
FABRIC.
2. PAY ITEM 550-10-220 SHALL BE BLACK VINYL COATED FENCING.
3. PAY ITEM 550-60-222 SHALL BE BLACK VINYL COATED FENCE GATE.
4. PAY ITEM 570-1-2 PERFORMANCE TURF, SOD SHALL MATCH EXISTING SOD TYPE. WHERE THERE WAS NO EXISTING SOD, PROPOSED SOD SHALL BE BAHIA.
5. PAY ITEM 639-4-4 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE EMERGENCY GENERATOR PER THE CONTRACT DOCUMENTS.
6. PAY ITEM 900-1 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE STORMWATER PUMP STATION PER THE CONTRACT DOCUMENTS. INCLUDES ALL SHIPPING COSTS NECESSARY FOR DELIVERY
OF THE EQUIPMENT TO THE SITE PER THE CONTRACT DOCUMENTS.
7. PAY ITEM 900-2 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE JUNCTION BOX PER THE CONTRACT DOCUMENTS.
8. PAY ITEM 900-3 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE MECHANICAL COMPONENTS OF THE PROJECT PER THE CONTRACT DOCUMENTS.
9. PAY ITEM 900-4 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE ELECTRICAL COMPONENTS OF THE PROJECT PER THE CONTRACT DOCUMENTS.
10. PAY ITEM 900-5 INCLUDES MISCELLANEOUS COORDINATION BETWEEN THE CONTRACTOR AND UTILITY PROVIDERS FOR THE DURATION OF THE PROJECT.
11. PAY ITEM 900-6 INCLUDES THE COST OF EQUIPMENT, LABOR, AND ALL WORK ASSOCIATED WITH THE DRIVEWAY ACCESS PER THE CONTRACT DOCUMENTS.
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
BE(B)
BE(B)
BE(B)
BE(B)BE(B)
BE(B) BE(B) BE(B) BE(B) BE(B)
BE(B)
BE(B)
BE(B)
BE(B
)BE(B)BE(B)BE(B)
BE(B)
BE
(B
BE
(B
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
BFOC(B) BFOC(B)
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BFOC(B)
BFO
C(B
BFOC(B) BFOC(B) BFOC(B)
W
AT
ER
SD
EO
I
EO
IUNK(D)
UNK(D)
LO
T
LO
T
SITE BENCHMARK H1
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEV = 7.26
BASELINE OF
CONSTRUCTION
0+00 1+00
2+00 3+00
4+00
5+00
BEGIN LANTERN PARK BASELINE
NORTHING = 1753915.14
EASTING = 653811.04
LANTERN PARK BASELINE
NORTHING = 1753504.91
EASTING = 653837.87
REED CANAL ROAD (F)(P)
130' R/W (P)
INV. = 0.00'
INV. - 0.38'
42" CMP
48" CMP
42" CMP
48" CMP
48" HDPE
INV. = -2.83'
BOTTOM OF
BOX = -4.49'
MANHOLE ELEV. = 7.05'
BOTTOM BOX= -0.45'
INV. = -0.50
INV. = -0.50
OVERFLOW HEADWALL
TOP = 2.65'
INV. = -0.25'
INV. = -0.16'
INV. =
-1.05
INV. = 3.95'
TYPE F
CURBING
EXISTING POND
STRAIGHT END WALL
TOP ELEVATION - 7.90'
PAVED
SHOULDER
6' IRON FENCE
6' CHAIN LINK FENCE
6' CHAIN
LINK FENCE
GATE
CONCRETE SLAB ELEVATION = 6.90'
CONCRETE SLAB
ELEVATION = 7.15'
WOOD LINE
4' CHAIN LINK FENCE
14" PVC PIPE
INV. = 1.79' (14" PVC PIPE)
D
IR
T D
R
IV
EW
AY
EXISTING PUMP STATION
WATER'S EDGE
15' UTILITY EASEMENT (P)
30' DRAINAGE EASEMENT (P)
20' DRAINAGE EASEMENT (P)
7.
5'
U
TI
LI
TY
E
AS
EM
EN
T (P
7.
5'
U
TI
LI
TY
E
AS
EM
EN
T (P
30' DRAINAGE EASEMENT
30' DRAINAGE EASEMENT
R/W LINE
AREA OF PROPOSED
POND PROPERTY
ACQUISITION
15' DRAINAGE EASEMENT
NORHTING=1753496.33
EASTING=653801.30
NORHTING=1753820.61
EASTING=653780.58
NORHTING=1753480.28
EASTING=653822.37
NORHTING=1753421.19
EASTING=653538.53
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368
N
C
G
EO
-A C
C \A
C C
D O
C S\
G
EO
SY
N
TE
C
\V O
LU
SI
A C
O U
N
TY
_L
AN
TE
R
N P
AR
K\
PR
O
JE
C
T
FI
LE
S\
C
AD
D \0
1_ R
ET
R
O
FI
T\ D
W G
S\
SH
EE
TS
\F W
2_ P0
- L as t S av ed b y:
N
H ar ts ho rn o n 4/
/2
PROJECT LAYOUT I
NOTE:
1) THE COORDINATE SYSTEM CORRESPONDS TO NAD83
FLORIDA STATE PLANES, EAST ZONE, US FOOT.
2) SURVEY DATED OCTOBER 2025, BY ECHO UES, INC.
M
AT
C H
LI
N
E-
SE
E
SH
EE
T xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
PB
-4
PB
-3
PB
-2
PB
-1
SD
APPARENT/APPROXIMATE PROPERTY LINE
15' V
ACATED R/W
(D
EED)
APPARENT/APPROXIM
ATE R/W
APPARENT/APPROXIM
ATE R/W
5+00 6+00 7+00 8+00 9+00 10+00
LANTERN PARK BASELINE
NORTHING = 1753254.51
EASTING = 653968.15
LANTERN PARK BASELINE
NORTHING = 1752976.39
EASTING = 654097.22
30" PVC
GRATE ELEV. = 4.76'
NW INV. = 1.06'
GRATE ELEV. = 6.29'
BOTTOM INV. = 1.79'
WOOD LINE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
MANHOLE ELEV. = 6.00'
SE INV. = 1.16'
NW INV. = 1.16'
NE INV. = UNABLE TO MEASURE
36" CMP(F)
48" CMP(P)
42" CMP
36" CMP(F)
48" CMP(P)
42" CMP
DRAINAGE R/W (P)
15' VACATED R/W
PER SURVEY
DRAINAGE R/W
DRAINAGE R/W
AREA OF PROPOSED POND
PROPERTY ACQUISITION
NORHTING=1753480.28
EASTING=653822.37 NORHTING=1752952.40
EASTING=654090.75
NORHTING=1752824.72
EASTING=653818.62
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368
N
C
G
EO
-A C
C \A
C C
D O
C S\
G
EO
SY
N
TE
C
\V O
LU
SI
A C
O U
N
TY
_L
AN
TE
R
N P
AR
K\
PR
O
JE
C
T
FI
LE
S\
C
AD
D \0
1_ R
ET
R
O
FI
T\ D
W G
S\
SH
EE
TS
\F W
2_ P0
- L as t S av ed b y:
N
H ar ts ho rn o n 4/
/2
PROJECT LAYOUT II
M
AT
CH
LI
NE
-S
EE
S
HE
ET
BE
(B
BE
(B
BE
(B
BE
(B
BE(B)
BE(B)
BE(B)
BE(B)BE(B)
BE(B) BE(B) BE(B) BE(B) BE(B)
BE(B)
BE(B)
BE(B)
BE(B
)BE(B)BE(B)BE(B)
BE(B)
BE
(B
BE
(B
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
BFOC(B) BFOC(B)
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BFOC(B)
BFO
C(B
BFOC(B) BFOC(B) BFOC(B)
tc
7.
C
SL
tc
7.
C
SL
tc
7.
C
SL
tc
7.
C
SL
W
AT
ER
W
AT
ER
SD
EO
I
EO
I
R
EE
D C
AN
AL
R O
AD
(F
)(P
0'
R /W
(P
15' UTILITY
EASEMENT (P)
30' DRAINAGE EASEMENT (P)
20' DRAINAGE EASEMENT (P)
IN
V.
.0 0'
IN
V.
0.
" C
M P
" C
M P
" C
M P
" C
M P
" H
D
PE
IN
V.
-2
.8 3'
BO
TT
O M
O F
BO
X
-4
.4 9'
M
AN
H O
LE
E
LE
V.
.0 5'
BO
TT
O M
B O
X= -0
.4 5'
IN
V.
-0
.5
IN
V.
-0
.5
O
VE
R
FL
O W
H
EA
D W
AL
L
TO
P
2.
IN
V.
-0
.2 5'
IN
V.
-0
.1 6'
IN
V.
-1
.0
IN
V.
.9 5'
TY
PE
F C
U R
BI
N
G
EX
IS
TI
N
G P
O N
D
ST
R
AI
G
H T
EN
D
W
AL
L
TO
P
EL
EV
AT
IO
N
7.
PA
VE
D S
H O
U
LD
ER
6' C
H
AI
N L
IN
K
FE
N
C E
6'
IR
O N
F
EN
C E
6' C
H
AI
N L
IN
K
FE
N
C E
6' C
H
AI
N L
IN
K
FE
N
C E
G
AT
E
C O
N C
R
ET
E
SL
AB
EL
EV
AT
IO
N
.9 0'
C O
N C
R
ET
E
SL
AB
EL
EV
AT
IO
N
.1 5'
W O
O D
L
IN
E
4' C
H
AI
N L
IN
K
FE
N
C E
AP
PR
O
XI
M
AT
E
LO
C
AT
IO
N
O F
P.
I.
U N
AB
LE
T O
V
ER
IF
Y
D U
E
TO
O
BS
TR
U
C
TI
O N
S
IN
T H
E
FI
EL
D
UNK(D)
UNK(D)
" P
VC
P
IP
E
IN
V.
.7 9'
(1 4"
P
VC
P
IP
E)
D
IR
T D
R
IV
EW
AY
7.
5'
U
TI
LI
TY
E
AS
EM
EN
T (P
7.
5'
U
TI
LI
TY
E
AS
EM
EN
T (P
LO
T
LO
T
EX
IS
TI
N
G P
U M
P
ST
AT
IO
N
W
AT
ER
'S
E D
G E
SITE BENCHMARK H1
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEV = 7.26
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
6+00
7+00
8+00
9+00 10+00
11+00
12+00 13+0013+07
PROPOSED 18"
HDPE FORCEMAIN
DISCHARGE TO REED CANAL OUTFALL.
HEAVY DUTY FLAP GATE OUTLET COVER
-5
-50
SEE FORCE MAIN OUTFALL
DETAIL
PROPOSED 18"
HDPE FORCEMAIN
15' DRAINAGE EASEMENT
PROPOSED 18"
HDPE FORCEMAIN
FDOT TYPE B FENCE
PER INDEX 550 TO BE
BLACK VINYL COATED
0+00 1+00
2+00 3+00
4+00
30' DRAINAGE EASEMENT
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368
N
C
G
EO
-A C
C \A
C C
D O
C S\
G
EO
SY
N
TE
C
\V O
LU
SI
A C
O U
N
TY
_L
AN
TE
R
N P
AR
K\
PR
O
JE
C
T
FI
LE
S\
C
AD
D \0
1_ R
ET
R
O
FI
T\ D
W G
S\
SH
EE
TS
\F W
2_ C
-1
La st S av ed b y:
N H ar ts ho rn o n
6/ 3/
M
ATC
H
LIN
E-SEE SH
EET 7
OVERALL SITE PLAN I
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
PB
-4
PB
-3
PB
-2
PB
-1
DRAINAGE R/W (P)
W O
O D
LI
NE
4'
CH
AI
N
LI
NK
F
EN
CE
4'
CH
AI
N
LI
NK
F
EN
CE
SD
M
AN
HO
LE
E
LE
V.
.0
0'
SE
IN
V.
.1
6'
NW
IN
V.
.1
6'
NE
IN
V.
U
NA
BL
E
TO
M
EA
SU
RE
" C
M P(
F)
" C M
P( P)
" C
M P 36 " C
M P(
F)
" C M
P( P)
" C
M P
APPARENT/APPROXIMATE PROPERTY LINE
15' V
ACATED R/W
(D
EED)
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
0+
1+002+003+004+005+00
9+00
PROPOSED PUMP STATION.
PROPOSED 9.2'X9.2' CONCRETE
PAD 6" THICK
PROPOSED
INSTRUMENTATION
ENCLOSURE
LIGHT DUTY ACCESS
ROADWAY AND PARKING LOT
PROPOSED 18" HDPE
FORCEMAIN
PROPOSED MITERED END SECTION
66" ELLIPTICAL PER FDOT INDEX 430
SEE SHEET 17, DRAINAGE DETAILS
WALL-BLOCK WITH STUCCO TO BE
PAID FOR BY THE CITY
GEOTECHNICAL BORINGS
FDOT TYPE B FENCE
PER INDEX 550 TO BE
BLACK VINYL COATED
FDOT GATE PER
INDEX 550
5+00 6+00
7+00 8+00 9+00 10+00
0-1-2-3-4
1 2 3 4 5
-1
-2 -3
-4
012345
-1 -2 -3 -4
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368
N
PROPOSED POND
C
G
EO
-A C
C \A
C C
D O
C S\
G
EO
SY
N
TE
C
\V O
LU
SI
A C
O U
N
TY
_L
AN
TE
R
N P
AR
K\
PR
O
JE
C
T
FI
LE
S\
C
AD
D \0
1_ R
ET
R
O
FI
T\ D
W G
S\
SH
EE
TS
\F W
2_ C
-1
La st S av ed b y:
N H ar ts ho rn o n
6/ 3/
OVERALL SITE PLAN II
M
AT
CH
LI
NE
-S
EE
S
HE
ET
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-20
-10
-20
-10
-0+10 0+00
0+ 50 1+00
1+ 50 2+00 2+50
PROPOSED POND LAYOUT
SEE SHEET 14
EXISTING GRADE
18" DIA HDPE PIPE
PROPOSED INSTRUMENT
ENCLOSURE
M
PROPOSED STORMWATER PUMP
STATION
RIM EL = 7.85
18" DIA HDPE PIPE INV EL = -2.00
EL = -8.6
18" DIA HDPE
DISCHARGE
PIPES X 2
EL = -4.75
TYPICAL CONCRETE
WING WALL (NOTE 1)
POND CONTROL
EL = 1.16 FT
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-20
-10
-20
-10
2+50 3+00
3+ 50 4+00
4+ 50 5+00
EXISTING GRADE
18" DIA HDPE PIPE
A
SCALE: 1" = 20' (HORIZONTAL); 1" = 20' (VERTICAL)
PROFILE
PROPOSED PIPE PROFILE8
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
C -1
La st
S av ed b y:
G eo rg e.
Ka y on
/2
2/
PROPOSED PIPE PROFILE I
NOTE:
1.) CONCRETE WINGWALL AND PUMP STATION WETWELL DIMENSIONS SUBJECT TO CHANGE BASED
ON STRUCTURAL DESIGN BY CONTRACTOR.
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-20
-10
-20
-10
5+00
5+ 50 6+00
6+ 50 7+00 7+50
EXISTING GRADE
18" DIA HDPE PIPE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-20
-10
-20
-10
7+50 8+00
8+ 50 9+00
9+ 50 10+00
EXISTING GRADE
18" DIA HDPE PIPE
B
SCALE: 1" = 20' (HORIZONTAL); 1" = 20' (VERTICAL)
PROFILE
PROPOSED PIPE PROFILE9
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
C -1
La st
S av ed b y:
G eo rg e.
Ka y on
/2
2/
PROPOSED PIPE PROFILE II
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-20
-10
-20
-10
10+00
+5 0 11+00
+5
0 12+00 12+50
EXISTING GRADE
18" DIA HDPE PIPE
EXISTING 48" CMPEXISTING 42" CMP
45° BEND
45° BEND
45° BEND
45° BEND
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-20
-10
-20
-10
12+50 13+00 13+50
EXISTING GRADE
18" DIA HDPE PIPE
HEAVY DUTY FLAP
GATE
REED CANAL
C
SCALE: 1" = 20' (HORIZONTAL); 1" = 20' (VERTICAL)
PROFILE
PROPOSED PIPE PROFILE10
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
C -1
La st
S av ed b y:
G eo rg e.
Ka y on
/2
2/
PROPOSED PIPE PROFILE II
VARIES
CONCRETE 1"
FINISHED GRADE
WWF 6X6
W2.9XW2.9
W.W.F.
CRUSHED STONE OR GRAVEL
6"
4"
NOTES:
1. PLACE A MINIMUM OF 3.5-FT OF SOIL BACKFILL ABOVE THE PIPES
THAT WILL BE VEGETATED.
2. PIPING SHALL BE PLACED SUCH THAT THERE IS A 6-INCH
HORIZONTAL GAP BETWEEN ALL PIPES.
3. PLACE 6-INCH WIDE, 4-MILS THICK POLYETHYLENE WARNING TAPE
APPROXIMATELY 1-FT BELOW GRADE. THE ENDS OF THE TAPE
SHALL BE LAPPED APPROXIMATELY 6-INCHES THE TAPE SHOULD
HAVE THE TYPE OF PIPING LOCATED IN THE TRENCH WRITTEN OUT.
4. EXISTING SOILS MAY BE USED AS BACKFILL IN PIPE TRENCHES.
BACKFILL SHALL BE TAMPED IN PLACE TO HAVE FULL AND
COMPLETE CONTACT WITH THE PIPE. ENSURE NO GRAVEL IS IN
CONTACT WITH THE PIPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THE BOTTOM
OF THE TRENCH AND SIDE WALLS STABLE DURING CONSTRUCTION.
6" (MIN)
1' (MIN)
3'-6" (MIN)WARNING TAPE
CLEAN SOIL BACKFILL FREE
OF EXCAVATED REFUSE
EXISTING GRADE
4" (MIN)
10" HDPE GRAVITY LINE OR
8" HDPE FORCEMAIN
SCALE: 1" = 1'
DETAIL
CONCRETE PAD11
SCALE: NTS
DETAIL
HEAVY DUTY FLAP GATE11
NOTE: HYDRO GATE MODEL 50C ROUND
OPENING HEAVY DUTY FLAP GATE OR
APPROVED EQUAL.
SCALE: 1" = 1'
DETAIL
PIPE TRENCH11
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
C -1
La st
S av ed b y:
N
H ar ts ho rn o n 4/
/2
CONSTRUCTION DETAILS I
BE(B)
BE(B)
BE(B) BE(B) BE(B)
BE(B)
BE(B)
BE(B)
BE
(B
BE(B)
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
BE
(B
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
x x x x x x x x x x x x x x x x x
BFO
C
(B)
BFO
C (B)
BFO
C
(B)
BFO
C (B)
BFO
C
(B)
BFO
C (B)
BFO
C
(B)
BFOC(B)
BFOC(B)
BF
O
C (B
BF
O C
(B
BF
O
C (B
BF
O C
(B
BF
O
C (B
U N
K( D
0+00
STA 0+47.80
OFFSET 26.05' (R)
STA 0+47.49
OFFSET 29.03' (L)
STA 0+53.20
OFFSET 28.72' (L)STA 0+52.84
OFFSET 26.31' (R)
13+00 13+07
INV. = 0.00' (42" CMP PIPE ) INV. - 0.38' (48" CMP)
TYPE F CURBING
STRAIGHT END WALL
TOP ELEVATION - 7.90'
PAVED SHOULDER
GATE
INV. = 1.79' (14" PVC PIPE)
723 SF RIPRAP DITCH LINING
PER FDOT SECTION 530
PROPOSED 18" HDPE FORCEMAIN
TO REED CANAL OUTFALL
ASPHALT ROAD
5.1'
5.7'
24.3'
18.4' 19.1'
REED CANAL
5A
O E
O E
O E
OE
OE
OE
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S(B) S(B) S(B) S(B) S(B) S(B) S(B)
BT
(B
BT(B)
BT
(B
S(
B)
BFOC(B)
BF
O
C (B
BTV(B)
BT
V(
B)
W (B
W
(B
W (B
W
(B
W(B)
W(B) W(B)
S(B) S(B) S(B)
SA
N
U
EL
EC
U
WA
TE
R
SAUIS AVENUE
R/W VARIES
APPARENT/APPROXIMATE R/W
GRATE ELEV. = 7.72'
BOTTOM INV. = -0.56'
UNABLE TO SURVEY
PIPE SIZES/MATERIALS/INVS.
8" PVC
8" PVC
MANHOLE ELEV. = 7.19'
NW INV. = -0.23'
NE INV. = -0.38'
EO
I
SEWER LIFT STATION
ELEVATION - 8.05'
ANTENNA MOUNTED ON
CONCRETE SLAB
BASE ELEVATION - 8.28'
30" PVC
30" PVC
GRATE ELEV. = 4.76'
NW INV. = 1.06'
GRATE ELEV. = 6.29'
BOTTOM INV. = 1.79'
UNKNOWN SIZE/MATERIAL
EO
I
6' VINYL FENCE
SHELDON AVENUE 30' R
/W
(P) 1 5'(F
NOT OPEN
SITE BENCHMARK TATRAV1
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEV=6.59
x x x x x x x x x x x x
0+
1+00
0+
1+
2+
3+
4+
4+
STA 0+08.75
OFFSET 5.00' (L)
STA 0+11.32
OFFSET 5.00' (R)
STA 4+39.77
OFFSET 20.00' (R)
STA 4+39.77
OFFSET 5.00' (L)
LIGHT DUTY ACCESS ROADWAY AND
PARKING LOT
10'
25'
SURFACE OF SUBGRADE (MUST DAYLIGHT)
FOR DRAINAGE, SLOPE 1/4"/FT. MIN.
TYPICAL EACH SIDE. ALSO SEE STD. 2-23
FIELD FITTED
PER PLAN LAYOUT
FIELD FITTED
PER PLAN LAYOUT
FIELD FITTED
PER PLAN LAYOUT
FIELD FITTED
PER PLAN LAYOUT
CENTERLINE OF
ROADWAY
SHOULDER
3/4"/FT. SLOPE
SEE PAVEMENT STRUCTURE
DETAIL BELOW & NOTES
6" (MIN) SUBBASE
SLOPE
ROADWAY
1/4"/FT.
GRADE
POINT
SEAL
24" MIN.
(TYP) EACH
SIDE
DITCH AS
SPECIFIED
(NOTE 3)
SHOULDER
3/4"/FT.
SLOPE
NOTES:
1. FOR DIMENSIONS A-B-C SEE DETAIL DWG'S.
2. CUT AND FILL SLOPES SHALL BE 2:1 UNLESS SHOWN
OTHERWISE ON DETAIL DWG'S.
3. DITCH AS SPECIFIED BY STD. 2-9, 2-10, OR 2-20
ACCESS ROAD
TYPICAL CROSS SECTION
PAVEMENT STRUCTURE
DETAIL
SUBGRADE SURFACE
6" (MIN) SUBBASE
4.5" BITUMINOUS CONCRETE BASE COURSE
1 1/2" BITUNIMOUS WEARING COURSE
FIELD FITTER
PER PLAN LAYOUT
ED
G
E O
F R
O
AD
PROPOSED RIPRAP-RUBBLE (DITCH
LINING) AND GEOTEXTILE FABRIC (SEE
NOTES)
1.5'
PROPOSED SLOPE PER PLANS
N
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
C -1
La st
S av ed b y:
C ar lo s.
Ba rz ol a on
/4
/2
CONSTRUCTION DETAILS II
SCALE: 1" = 20'
DETAIL
FORCE MAIN OUTFALL DETAIL12
SCALE: 1" = 60'
DETAIL
DRIVEWAY ACCESS DETAIL12
NOT TO SCALE
DETAIL
LIGHT DUTY ACCESS ROADWAY AND PARKING LOT12
N
0 12060
SCALE IN FEET
0 20 40
SCALE IN FEET
5A
SCALE: NTS
DETAIL
RIPRAP-RUBBLE (DITCH LINING) AT
PROPOSED CONCRETE ENDWALL
NOTE: DRIVEWAY ACCESS
LOCATION TO ALSO SERVE
AS TEMPORARY
CONSTRUCTION ENTRANCE.
SEE DETAIL ON SHEET 30.
SCALE: NTS (OR APPROVED EQUAL)
DETAIL
PROPOSED INSTRUMENTATION ENCLOSURE13
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
C -1
La st
S av ed b y:
G eo rg e.
Ka y on
/2
2/
PROPOSED INSTRUMENTATION
ENCLOSURE
x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
PB
-4
PB
-3
PB
-2
PB
-1
EO
I
SD
APPARENT/APPROXIMATE PROPERTY LINE
15' V
ACATED R/W
(D
EED)
APPARENT/APPROXIM
ATE R/W
APPARENT/APPROXIM
ATE R/W
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
20' DRAINAGE EASEMENT (P)
30" PVC
30" PVC
GRATE ELEV.
= 4.76'
NW INV. = 1.06'
GRATE ELEV. = 6.29'
BOTTOM INV. = 1.79'
42" CMP
48" CMP
WOOD LINE
WOOD LINE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
6' VINYL FENCE
APPROXIMATE LOCATION OF P.I.
UNABLE TO VERIFY DUE TO
OBSTRUCTIONS IN THE FIELD
MANHOLE ELEV. = 6.00'
SE INV. = 1.16'
NW INV. = 1.16'
NE INV. = UNABLE TO MEASURE
36" CMP(F)
48" CMP(P)
42" CMP
36" CMP(F)
48" CMP(P)
42" CMP
LOT 2
DRAINAGE R/W (P)
A
B
S-104 JUNCTION BOX DETAIL
PROPOSED CONCRETE PAD FOR
GENERATOR AND CONTROL PANEL,
ROAD ACCESS REQUIRED
PROPOSED PUMP
STATION DETAIL
PROPOSED
INSTRUMENTATION
VAULT
PROPOSED LIGHT DUTY ACCESS
ROADWAY AND PARKING LOT
FDOT TYPE B FENCE
PER INDEX 802
223 SF RIPRAP DITCH LINING
PER FDOT SECTION 530
PROPOSED MITERED END SECTION
66" ELLIPTICAL PER FDOT INDEX 430
SEE SHEET 17, DRAINAGE DETAILS
PROPOSED 18" HDPE
FORCEMAIN
WALL-BLOCK WITH STUCCO TO BE
PAID FOR BY THE CITY
PROPOSED 18" HDPE
FORCEMAIN
15' MAINTENANCE BUFFER
5 0
N
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
G eo rg e.
Ka y on
/2 2/
PROPOSED POND LAYOUT
x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
PB
-4
PB
-3
PB
-2
PB
-1
EO
I
SD
APPARENT/APPROXIMATE PROPERTY LINE
15' V
ACATED R/W
(D
EED)
APPARENT/APPROXIM
ATE R/W
APPARENT/APPROXIM
ATE R/W
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x R20'
R20'
R20'R2 0'
STA 4+52.44
OFFSET 40.37' (R)
EL = 5.81
STA 4+33.01
OFFSET 54.94' (R)
EL = 5.90
STA 9+83.26
OFFSET 34.15' (R)
EL = 6.18
STA 10+03.85
OFFSET 54.19' (R)
EL = 6.11
STA 10+03.31
OFFSET 283.65' (R)
EL = 5.28
STA 9+83.26
OFFSET 303.60' (R)
EL = 5.26
STA 4+75.43
OFFSET 70.55' (R)
EL = -4.25
STA 4+56.11
OFFSET 85.10' (R)
EL = -4.25
STA 4+13.48
OFFSET 236.51' (R)
EL = -4.25
STA 4+32.20
OFFSET 261.67' (R)
EL = -4.25
STA 9+54.19
OFFSET 274.41' (R)
EL = -4.25
STA 9+74.69
OFFSET 254.34' (R)
EL = -4.24
STA 9+73.81
OFFSET 84.77' (R)
EL = -4.25
STA 9+53.79
OFFSET 65.46' (R)
EL = -4.25
STA 5+57.17
OFFSET 297.69' (R)
EL = 6.09
STA 7+68.62
OFFSET 303.09' (R)
EL = 5.97
STA 7+18.73
OFFSET 41.90' (R)
EL = 5.77
LANTERN PARK BASELINE
STA 4+25.82
OFFSET 25.11' (R)
LANTERN PARK BASELINE
STA 10+18.93
OFFSET 18.10' (R)
LANTERN PARK BASELINE
STA 10+18.23
OFFSET 318.68' (R)
STA 7+04.52
OFFSET 63.19' (R)
EL = -1.29
STA 7+05.08
OFFSET 78.18' (R)
EL = -4.25
STA 6+84.50
OFFSET 78.55' (R)
EL = -4.25
STA 6+84.53
OFFSET 63.55' (R)
EL = -1.34
LANTERN PARK BASELINE
STA 6+95.78
OFFSET 63.73' (R)
LANTERN PARK BASELINE
STA 6+93.39
OFFSET 0.00' ()
R20'
R20'
R20'
R20'
20' DRAINAGE EASEMENT (P)
30" PVC
30" PVC
GRATE ELEV.
= 4.76'
NW INV. = 1.06'
GRATE ELEV. = 6.29'
BOTTOM INV. = 1.79'
42" CMP
48" CMP
WOOD LINE
WOOD LINE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
6' VINYL FENCE
APPROXIMATE LOCATION OF P.I.
UNABLE TO VERIFY DUE TO
OBSTRUCTIONS IN THE FIELD
MANHOLE ELEV. = 6.00'
SE INV. = 1.16'
NW INV. = 1.16'
NE INV. = UNABLE TO MEASURE
36" CMP(F)
48" CMP(P)
42" CMP
36" CMP(F)
48" CMP(P)
42" CMP
LOT 2
DRAINAGE R/W (P)
STA 4+27.11
OFFSET 36.76' (R)
EL = 5.90
LANTERN PARK BASELINE
STA 9+31.78
OFFSET 308.83' (R)
LANTERN PARK BASELINE
STA 9+53.51
OFFSET 308.70' (R)
FDOT TYPE B FENCE
PER INDEX 802
223 SF RIPRAP DITCH LINING
PER FDOT SECTION 530
PROPOSED MITERED END SECTION
66" ELLIPTICAL PER FDOT INDEX 430
SEE SHEET 17, DRAINAGE DETAILS
PROPOSED 18" HDPE
FORCEMAIN
PROPOSED 18" HDPE
FORCEMAIN
CITY IS TO PROVIDE UNTIL
TEMPORARY FENCING
UNTIL THE BLOCK WALL IS
CONSTRCTED
15' MAINTENANCE BUFFER
LANTERN PARK BASELINE
STA 9+53.20
OFFSET 297.28' (R)
N
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
G eo rg e.
Ka y on
/2 2/
PROPOSED POND GEOMETRY
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-15
-10
-15
-10
0+00 1+00 2+00 2+88
EL = 6.06 EL = 5.68
EL = -4.25EL = -4.25
3:1 3:
DISTANCE (FEET)
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+24
EL = 5.88
EL = -4.25 EL = -4.25
EL = 5.46
3:1 3:
CROSS-SECTION A
CROSS-SECTION B
CONTROL EL = 1.16 FT
PROPOSED EXCAVATED
POND BOTTOM EL = -4.25
EXISTING GRADE
CONTROL EL = 1.16 FT
PROPOSED EXCAVATED
POND BOTTOM EL = -4.25
EXISTING GRADE
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
G eo rg e.
Ka y on
/2 2/
POND DETAILS
NOTE: POND BOTTOM AND BANKS TO BE SOD.
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-6
-6
0+00 1+00
12'
10'
STAINLESS STEEL
PIPE CLAMP
HDPE OR DIP
PRECAST MANHOLE
WALL
FILL WITH GROUT
(TYP)
STAINLESS STEEL
BAND
MANHOLE INVERT
RUBBER BOOT
KOR-N-SEAL OR COUNTY
APPROVED EQUALNOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL
AS THE INFLUENT SEWER.
2. AN INSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL
INFLUENT WHICH HAVE AN INVERT 18" OR MORE ABOVE THE
MANHOLE INVERT.
EXISTING GRADE
EXISTING 48" RCP
INV EL = 1.16 FT
EXISTING 42" RCP
INV EL = 1.16 FT
EXISTING 42" RCP
INV EL = 1.16 FT
EXISTING 48" RCP
INV EL = 1.16 FT
PROPOSED 53"x83" RCP
INV EL = -1.50 FT
PROPOSED 24"x38" RCP
INV EL = 0.51 FT
S-104
PROPOSED JUNCTION BOX
PROPOSED POND
3:1 SIDE SLOPES
S-103
PROPOSED MES
INV EL = -3.00 FT
PROPOSED 15'X17.5' RIPRAP
DITCH LINING
PER FDOT SECTION 530
S-104
PROPOSED 53"x83" RCP
UPSTREAM INV EL = -1.50 FT
DOWNSTREAM INV EL = -3.00 FT
SCALE: NTS
DETAIL
S-104 JUNCTION BOX DETAIL17
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
G eo rg e.
Ka y on
/2 2/
DRAINAGE DETAILS
TO PROPOSED POND,
SEE SHEET 14
FROM SUBDIVISION
SCALE: NTS
DETAIL
MANHOLE CONNECTION DETAIL17
SCALE: NTS
DETAIL
MITERED END SECTION17
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
D R
AI
N
AG
E
R /W
(P
) SD
SD
3:1
1+00 2+00 2+46
LANTERN DRIVE 1
N 1753257.91 E 653979.24
LANTERN DRIVE 1
N 1753326.06 E 654108.31
MANHOLE ELEV. = 6.00'
SE INV. = 1.16'
NW INV. = 1.16'
NE INV. = UNABLE TO MEASURE
MANHOLE ELEV. = 5.16'
SW INV. = 0.32'
18" RCP
EXISTING STRUCTURE TO REMAIN
EXISTING STRUCTURE TO REMAIN
EXISTING PIPE TO REMAIN
EXISTING PIPE TO REMAIN
PROPOSED S-104
RIM EL=6.08
SE 48" DIA CONCRETE PIPE INV EL=1.16
NW 48" DIA CONCRETE PIPE INV EL=1.16
SE 42" DIA CONCRETE PIPE INV EL=1.16
NW 42" DIA CONCRETE PIPE INV EL=1.16
SW 83" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=-1.50
NE 38" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.51
PROPOSED S-105
RIM EL=5.36
NE 30" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.86
SW 38" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.86
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-4
-2
-4
-2
0+70 1+00 2+00 2+45
S-104 S-105
PROPOSED 101' OF 24"x38" CONCRETE
HORIZONTAL ELLIPTICAL CULVERT @ 0.3%
N
EXISTING STRUCTURE TO REMAIN
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
N H ar ts ho rn o n
4/
/2
LANTERN DRIVE DRAINAGE
IMPROVEMENTS I
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO
44 0+00 1+00
1+82
LANTERN DRIVE 2
N 1752780.56 E 654179.11
LANTERN DRIVE 2
N 1752835.62 E 654300.44
LANTERN DRIVE 2
N 1752835.79 E 654349.57
EXISTING STRUCTURE TO REMAIN
EXISTING PIPE TO REMAIN
EXISTING STRUCTURE TO REMAINEXISTING PIPE TO REMAIN
PROPOSED S-106
RIM EL=6.62
NW 48" DIA CONCRETE PIPE INV EL=0.21
NW 42" DIA CONCRETE PIPE INV EL=0.21
NE 45" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.21
SE 48" DIA CONCRETE PIPE INV EL=0.21
SE 42" DIA CONCRETE PIPE INV EL=0.21
PROPOSED S-107
RIM EL=3.82
SE 30" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.49
E 30" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.33
SW 45" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.33
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-4
-2
-4
-2
0+00 1+00 1+82
S-106
S-107
PROPOSED 113' OF 29"x45" CONCRETE
HORIZONTAL ELLIPTICAL CULVERT @ 0.1%
N
EXISTING STRUCTURE TO REMAIN
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
N H ar ts ho rn o n
4/
/2
IMPROVEMENTS II
1+84
0+00 1+00
EXISTING STRUCTURE TO REMAIN
EXISTING PIPE TO REMAIN
EXISTING PIPE TO REMAIN
LANTERN DRIVE 3
N 1752027.97 E 654541.07
LANTERN DRIVE 3
N 1752088.67 E 654655.33
LANTERN DRIVE 3
N 1752099.46 E 654708.46
AREA OF FULL ROAD RESTORATION
MATCH EXISTING
PROPOSED S-108
RIM EL=5.48
NE 45" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.56
SE 48" DIA CONCRETE PIPE INV EL=0.56
NW 48" DIA CONCRETE PIPE INV EL=0.56
SE 42" DIA CONCRETE PIPE INV EL=0.56
NW 42" DIA CONCRETE PIPE INV EL=0.56
PROPOSED S-109
RIM EL=4.19
SE 15" DIA CONCRETE PIPE INV EL=0.96
E 38" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.96
SW 45" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=0.96
PROPOSED S-110
RIM EL=4.07
NE 38" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=1.07
W 38" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=1.07
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-4
-2
-4
-2
0+00 1+00 1+84
S-108 S-109 S-110
PROPOSED 111' OF 29"x45" CONCRETE
HORIZONTAL ELLIPTICAL CULVERT @ 0.3%
PROPOSED 38' OF 24"x38" CONCRETE
HORIZONTAL ELLIPTICAL CULVERT @ 0.3%
N
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
N H ar ts ho rn o n
4/
/2
IMPROVEMENTS III
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO
0+00 1+00
1+59
EXISTING STRUCTURE TO REMAIN
EXISTING PIPE TO REMAIN
LANTERN DRIVE 4
N 1751473.26 E 654795.30
LANTERN DRIVE 4
N 1751538.92 E 654939.57
PROPOSED S-111
RIM EL=6.05
NE 30" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=1.13
NW 48" DIA CONCRETE PIPE INV EL=1.13
NW 42" DIA CONCRETE PIPE INV EL=1.13
PROPOSED S-112
RIM EL=3.75
NE 23" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=1.33
SW 30" DIA CONCRETE HORIZONTAL ELLIPTICAL CULVERT INV EL=1.33
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
-4
-2
-4
-2
0+00 1+00 1+59
S-111
S-112
PROPOSED 102' OF 19"x30" CONCRETE
HORIZONTAL ELLIPTICAL CULVERT @ 0.2%
N
EXISTING STRUCTURE TO REMAIN
BY DESCRIPTIONDATE
REVISIONS SHEET
NO.
AUTHORIZATION NUMBER 4321
11301 CORPORATE BLVD
SUITE 305
ORLANDO, FL 32817
LANTERN PARK
STORMWATER RETROFIT
NICHOLAS HARTSHORN, PE
FL PE# 90368C
G
EO
-A
C C
\A C
C D
O C
S\ G
EO
SY
N
TE
C \V
O
LU
SI
A
C O
U N
TY
_L
AN
TE
R N
P
AR
K\
PR
O
JE
C T
FI
LE
S\ C
AD
D
\0 1_
R
ET
R O
FI
T\
D W
G S\
SH
EE
TS
\F
W
2_
P0
- L as t S av ed b y:
N H ar ts ho rn o n
4/
/2
IMPROVEMENTS IV
SOLENOID
DIAPHRAGM
CYLINDER
MOTOR
RELIEF
ELECTRO-PNEUMATIC
AIR FILTER
AIR REGULATOR
AIR LUBRICATOR
AIR FILTER/REGULATOR
CHEMICAL SEAL
RUPTURE DISC
CONCENTRIC REDUCER
ECCENTRIC REDUCER
WYE STRAINER
UNION
DRESSER COUPLING
EXPANSION JOINT
FLEXIBLE HOSE
HOSE CONNECTION
FLUME
SONIC FLOWMETER
PRESSURE INDICATOR
FLANGE
QUICK DISCONNECT
COUPLING
MAGNETIC FLOWMETER
TURBINE FLOWMETER
ORIFICE FLOWMETER
SIGHT FLOW INDICATOR
WEIR
VENTURI
PIPE INSULATION
PIPE INSULATION WITH
ELECTRICAL HEAT TRACE
PIPE INSULATION WITH
STEAM HEAT TRACE
E E
S S
PIPING MATERIAL ABBREVIATIONS
ABS
ALM
ARP
BPT
CI
CISP
CMSP
CMH
CMP
COP
CPVC
DI
ERP
FRP
GALV
HDPE
HSI
KLS
KYN
NEO
NLS
PEP
PLS
POP
PVC
PRP
RBR
RCCP
RCP
SAR
SLH
SLS
SST
STL
TEF
TLS
TYB
TYG
ACRYLONITRILE BUTADIENE STYRENE TRUSS PIPE
ALUMINUM PIPE OR TUBING
ALUMINUM REINFORCED PLASTIC PIPE
BRAIDED PLASTIC TUBING - PVC
CAST IRON PIPE
CAST IRON SOIL PIPE
CORRUGATED METAL CULVERT PIPE
CHEMICAL HOSE
CORRUGATED METAL PIPE
COPPER PIPE
CHLORINATED POLYVINYL CHLORIDE PIPE
DUCTILE IRON PIPE
EPOXY RESIN PIPE
FIBERGLASS REINFORCED PLASTIC PIPE
GALVANIZED STEEL PIPE
HIGH DENSITY POLYETHYLENE PIPE
HIGH SILICONE IRON PIPE
PVDF LINED STEEL PIPE - KYNAR LINED TYP.
PVDF PIPE - KYNAR TYP.
NEOPRENE HOSE
NEOPRENE LINES STEEL PIPE
POLYETHYLENE PIPE
POLYPROPYLENE LINED STEEL PIPE
POLYPROPYLENE PIPE
POLYVINYL CHLORIDE PIPE
PHENOLIC RESIN PIPE
RUBBER HOSE
REINFORCED CONCRETE CULVERT PIPE
REINFORCED CONCRETE PIPE
SARAN TUBING
SLUDGE HOSE
SARAN LINED STEEL PIPE
STAINLESS STEEL PIPE OR TUBING
CARBON STEEL PIPE
TEFLON TUBING
TEFLON LINED STEEL PIPE
TYGON TUBING - BRAIDED
TYGON TUBING - UNBRAIDED
INSULATION/TRACING DESIGNATION
ET
FP
FPET
FPST
IH
IHET
IHST
IHXJ
IC
ICWT
ICXJ
IP
ST
WT
XJ
ELECTRIC TRACING
FREEZE PROTECTION INSULATION
FREEZE PROTECTION & ELECTRICAL TRACING
FREEZ PROTECTION & STEAM TRACING
HOT INSULATION
HOT INSULATION & ELECTRICAL TRACING
HOT INSULATION & STEAM TRACING
HOT INSULATION & JACKETED
COLD INSULATION
COLD INSULATION & WATER TRACING
COLD INSULATION & JACKETED
PERSONNEL PROTECTION INSULATION
STEAM TRACING
WATER TRACING
JACKETED, DENOTE TYPE
AC
ACK
AFD
AMB
A/M
ATM
BL
BW
CA
CD
CO
COMP
CONN
CSC
CSO
D
DC
DRC
DES
DEV
DO
E
EF
EFF
EL
EM
ES
FC
FD
FL
FO
FV
FWD
G
GAL
GPM
GR
GS
HC
HH
HLL
HOA
HOR
HP
I/O
IN
LEL
LF
LG
L/O/H
ALTERNATING CURRENT
ACKNOWLEDGE
ADJUSTABLE FREQUENCY DRIVE
AMBIENT
AUTO/MANUAL
ATMOSPHERE
BATTERY LIMIT
BACKWASH
CORROSION ALLOWANCE
CONTINUOUS DRAINER
CLEAN OUT
COMPRESSOR
CONNECTION
CAR SEAL CLOSED
CAR SEAL OPEN
DRAIN
DIRECT CURRENT
DRAIN CONNECTION
DESIGN
DEVIATION
DISSOLVED OXYGEN
EXISTING
EXHAUST FAN
EFFLUENT
ELEVATION
EMERGENCY
EMERGENCY STOP
FAIL CLOSED
FLOOR DRAIN
FAIL LAST POSITION
FAIL OPEN
FULL VACUUM
FORWARD ACTING
GRAVITY
GALLONS
GALLONS PER MINUTE
GRADE
GAS SUPPLY
HOSE CONNECTION
HAND HOLE
HIGH LIQUID LEVEL
HAND-OFF-AUTO
HORIZONTAL
HIGH PRESSURE
INPUT/OUTPUT
INSTRUMENT NITROGEN
LOWER EXPLOSIVE LIMIT
LINEAL FEET
LIGHT GLASS
LOW/OFF/HIGH
LP
L/R M M/A
MAX
MCC
MCP
MFR
MIN
MP
NC
NLL
NNF
NO
NPT
O/C
OS
PC
pH
PLC
POTW
P/S
PSV
REV
RTD
SAS
SEQ
SC
SO
SP
S/S
STS
T
TC
TAN
TORQ
TURB
TP
TYP
UPS
VAC
VC
VERT
VIB
WO
WWTF
WWTP
WX
WY
X Y
LOW PRESSURE
LOCAL/REMOTE
ELECTRIC MOTOR
MANUAL/AUTO
MAXIMUM
MOTOR CONTROL CENTER
MAIN CONTROL PANEL
MANUFACTURER
MINIMUM
MEDIUM PRESSURE
NORMALLY CLOSED
NORMAL LIQUID LEVEL
NORMALLY NO FLOW
NORMALLY OPEN
NATIONAL PIPE TAPER
OPEN/CLOSE
OILY WATER SEWER
PURGE CONNECTION
HYDROGEN ION CONCENTRATION
PROGRAMMABLE LOGIC CONTROLLER
PUBLICALLY OWNED TREATMENT WORKS
PRIMARY/SECONDARY
PRESSURE SAFETY VALVE
REVERSE ACTING
RESISTANCE TEMPERATURE DETECTOR
SANITARY SEWER
SEQUENCE
SAMPLE CONNECTION
STEAM OUT
SET POINT
START/STOP
STORM SEWER
TRAP ASSEMBLY
THERMOCOUPLE
TANGENT
TORQUE
TURBIDITY
TIE POINT
TYPICAL
UNINTERRUPTIBLE POWER SUPPLY
VACUUM
VENT CONNECTION
VERTICAL
VIBRATION
WASH OUT CONNECTION
WASTEWATER TREATMENT FACILITY
WASTEWATER TREATMENT PLANT
ANALOG INPUT
ANALOG OUTPUT
DISCRETE INPUT
DISCRETE OUTPUT
CENTRIFUGAL PUMP
AIR DIAPHRAGM PUMP
METERING PUMP
GEAR PUMP
PROGRESSIVE CAVITY PUMP
DOUBLE SUCTION PUMP
SUBMERSIBLE PUMP
VERTICAL TURBINE PUMP
CENTRIFUGAL BLOWER
ROTARY BLOWER II
ROTARY BLOWER
SUCCEEDING LETTERS
1ST LETTER OF ISA TABLE
UNIT NUMBER (WHEN MULTIPLE SETS)
EQUIPMENT NUMBER
PROCESS NUMBER
LOCAL MOUNTED INSTRUMENT
REAR OF PANEL MOUNTED INSTRUMENT
PANEL MOUNTED INSTRUMENT
FUNCTION DESIGNATOR
SEE ABBREVIATION LIST
PLC CONTROL
HARDWIRED INTERLOCK
PLC INTERLOCK
ELECTRICAL SIGNAL
// PNEUMATIC SIGNAL
DATA LINK
X CAPILLARY TUBING FOR FILLED SYSTEMS
HYDRAULIC SIGNAL LINE
ANALOG SIGNAL
DISCRETE SIGNAL
F
F R
L
R
QA
BACKFLOW PREVENTER
CHECK VALVE
GALLONS PER MINUTE
HAND OFF AUTO SWITCH
HAND VALVE
HAND SWITCH
AIR RELEASE VALVE
CALIBRATION COLUMN
FLOW CONTROL VALVE
BUTTERFLY VALVE
BALL VALVE
ARV
CC
FCV
BFV
BV
BFP
CV
GPM
H/O/A
HA
HS
EXTRACTION WELLEX
HYDROGEN PEROXIDEH2O2
CHLORINE FEEDCF
GALLONS PER HOURGPH
GRANULAR ACTIVATED CARBON
PRESSURE DIFFERENTIAL
PRESSURE INDICATOR
PROGRAMMABLE LOGIC CONTROL
SAMPLE PORT
VARIABLE FREQUENCY DRIVE
Y-STRAINER
PRESSURE RELEASE VALVEPRV
GAC
PDI
PI
PLC
SP
VFD
YS
VENTV
PROCESSP
OFF AUTO SWITCHOA
OXIDATION REDUCTION POTENTIALORP
SODIUM PERMANGANATENaMnO4
ION EXCHANGEIX
MIXERMX
SUMP PUMP
HANDWHEEL
BLIND FLANGE
PIPE CAP
HUB DRAIN OR FUNNEL
SELF-CONTAINED BACK
PRESSURE REGULATING VALVE
SANITARY FITTING
EYE WASH &
SAFETY SHOWER
CALIBRATION COLUMN
AIR RELEASE VALVE
PULSATION DAMPENER
FAN
DROP-IN DIFFERENTIAL
PRESSURE (DP) SENSOR
AUDIO/VISUAL ALARM
FE
HS
L/R
FI
COMPRESSOR
STATIC MIXER
M
PI
M
P
PI
FY
INSTRUMENT SOCIETY OF AMERICA (ISA) IDENTIFICATION TABLE
FIRST LETTERS SUCCEEDING LETTERS
MEASURED/INITIATING
VARIABLE
VARIABLE
MODIFIER
READOUT/PASSIVE
FUNCTION
OUTPUT/ACTIVE
FUNCTION
FUNCTION
MODIFIER
A ANALYSIS (+) ALARM
B BURNER, COMBUSTION USER’S CHOICE (+) USER’S CHOICE (+) USER’S CHOICE (+)
C USER'S CHOICE (+) CONTROL CLOSE
D USER'S CHOICE (+) DIFFERENCE,
DIFFERENTIAL DEVIATION
E VOLTAGE SENSOR, PRIMARY
ELEMENT
F FLOW, FLOW RATE RATIO
G USER'S CHOICE (+) GLASS, GAUGE, VIEWING
DEVICE
H HAND HIGH
I CURRENT INDICATE
J POWER SCAN
K TIME, SCHEDULE TIME RATE OF CHANGE CONTROL STATION
L LEVEL LIGHT LOW
M USER'S CHOICE (+) MIDDLE, INTERMEDIATE
N USER'S CHOICE (+) USER'S CHOICE (+) USER'S CHOICE (+) USER'S CHOICE (+)
O USER'S CHOICE (+) ORIFICE, RESTRICTION OPEN
P PRESSURE
POINT (TEST
CONNECTION)
Q QUANTITY INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE
R RADIATION RECORD RUN
S SPEED, FREQUENCY SAFETY SWITCH STOP
T TEMPERATURE TRANSMIT
U MULTIVARIABLE (+) MULTIFUNCTION (+) MULTIFUNCTION (+)
V VIBRATION, MECHANICAL
ANALYSIS
VALVE, DAMPER,
LOUVER
W WEIGHT, FORCE WELL, PROBE
X UNCLASSIFIED (+) X-AXIS ACCESSORY DEVICES,
UNCLASSIFIED
UNCLASSIFIED (+) UNCLASSIFIED (+)
Y EVENT, STATE, PRESENCE Y-AXIS AUXILIARY DEVICES
Z POSITION, DIMENSION Z-AXIS, SAFETY
INSTRUMENTED SYSTEM
DRIVER, ACTUATOR,
UNCLASSIFIED FINAL
CONTROL ELEMENT
(+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS LIST.
VALVE SYMBOLS PROCESS / INSTRUMENT LINES
GATE VALVE
GLOBE VALVE
BALL VALVE
PLUG VALVE
NEEDLE VALVE
BUTTERFLY VALVE
DIAPHRAGM VALVE
CHECK VALVE
KNIFE GATE VALVE
PINCH VALVE
SQUEEZE VALVE
3-WAY VALVE
4-WAY VALVE
ANGLE VALVE
PRESSURE REDUCING VALVE
MAIN PROCESS PIPING
SECONDARY PROCESS PIPING
PLANT AIR
ELECTROMAGNETIC OR SONIC SIGNAL
(GUIDED)
ELECTROMAGNETIC OR SONIC SIGNAL
(NOT GUIDED)
UTILITY
VENDOR SUPPLIED PACKAGE
TO LOCATION
SHEET #
OFF PAGE CONNECTOR
UTILITY IN/OUT
MECHANICAL LINK
UNDEFINED SIGNAL
PUMPS AND BLOWERS
POWER SUPPLY OR PURGE FLUID TYPES
AS - AIR SUPPLY
IA - INSTRUMENT AIR
PA - PLANT AIR
ES - ELECTRICAL SUPPLY
GS - GAS SUPPLY
NS - NITROGEN SUPPLY
HS - HYDRAULIC SUPPLY
SS - STEAM SUPPLY
WS - WATER SUPPLY
THE SUPPLY LEVEL MAY BE ADDED TO THE INSTRUMENT
ES-24DC, A 24-VOLT DIRECT CURRENT POWER SUPPLY.
SUPPLY LINE, E.G., AG-100, A 100-PSI AIR SUPPLY;
ACTUATOR SYMBOLS
S
PIPING SYMBOLS
CAMLOCK FITTING
SAMPLE PORT
PRESSURE RELIEF VALVE
VACUUM RELIEF VALVE
MISCELLANEOUS SYMBOLS
FLOW ARROW
PIT
X-Y-Z
INSTRUMENTATION SYMBOL IDENTIFICATION
ABBREVIATIONS
AGITATORS, AERATORS
AIR HANDLING - BLOWERS, COMPESSORS, DRYERS
CLARIFIERS, THICKENERS, SEPARATORS
FILTERS - VACUUM, PRESSURE, CENTRIFUGES
HVAC - EXHAUST FANS, HEAT PUMPS, ETC.
PUMPS
TANKS
ALL OTHER MECHANICAL EQUIPMENT
X-XXX-XXX-XXX-XXX
NOMINAL PIPE SIZE, INCHES
MATERIAL OF CONSTRUCTION
SERVICE REFERENCE
INSULATION/TRACING REFERENCE
LINE NUMBER
PIPING SPECIFICATION CHANGE
PIPING DENTIFICATION
"A"X"B" SIZE DESIGNATION:
"A" NOM. PIPE SIZE CARRIER X "B" NOM. PIPE SIZE CASING
EQUIPMENT NUMBERS
PIPING SERVICE DESIGNATION
BD
CA
CF
CTR
CTS
CW
CWR
CWS
DF
DG
DIW
FO
FW
HC
HO
HS
HWR
HWS
IA
IG
IW
IWW
LC
LO
LS
MC
MS
N
NG
PA
PO
PR
PWW
SL
STW
SW
TW
V
VA
VTR
VTW
WAW
WW
BLOW DOWN
COMPRESSED AIR
CHEMICAL FEED
COOLING WATER RETURN
COOLING WATER SUPPLY
CITY WATER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
DEISEL FUEL/FUEL OIL
DRAINS - NON-CORROSIVE
DEIONIZED WATER
FUEL OIL
FIRE WATER
HIGH PRESSURE STEAM CONDENSATE
HYDRAULIC OIL
HIGH PRESSURE STEAM
HOT WATER RETURN
HOT WATER SUPPLY
INSTRUMENT AIR
INERT GAS
INDUSTRIAL WATER
INDUSTRIAL WASTEWATER
LOW PRESSURE STEAM CONDENSATE
LUBE OIL
LOW PRESSURE STEAM
MEDIUM PRESSURE STEAM CONDENSATE
MEDIUM PRESSURE STEAM
NITROGEN
NATURAL GAS
PLANT AIR
POLYMER
PRODUCT - SANITARY PIPING
PROCESS WASTEWATER
SLUDGE
STORM WATER
SOFTENED WATER
TREATED WATER
PROCESS VENT
PROCESS VAPOR
VENT THROUGH ROOF
VENT THROUGH WALL
WASH WATER
WASTEWATER
S…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .