079339_LockwoodBlvdFM_DWG_-_Addendum_2.pdf
PDF 5 MB Posted
- Solicitation number
- CC-6733-25/TAD
- Issued by
- Seminole County, Florida
About this file
This is an addendum to construction drawings for Seminole County's Lockwood Boulevard Force Main and Reclaimed Water Main project (Contract No. CC-6733-25/TAD). The addendum, dated October 2025, provides detailed engineering plans and specifications for the installation of new sewer force main and reclaimed water main infrastructure in the Carillon service area. The project scope includes the furnishing and installation of 10-inch and 12-inch PVC and HDPE pipe systems installed via open-cut methods along an easement between Hagerty High School and West Bourne Drive, with directional drilling extending along Lockwood Boulevard to the Carillon Master Pump Station. The drawings specify numerous pipe fittings, bends, tapping sleeves, valve assemblies, and pressure testing requirements, with particular attention to existing utility coordination including water mains, sanitary sewers, storm drains, electric lines, and fiber optic cables. A mandatory pre-proposal meeting was scheduled for October 14, 2025, at 9:30 a.m. at Carillon Community Park, with bid responses due on November 5, 2025, at 2:00 p.m. Technical specifications detail approximately 90 to 553 linear feet of open-cut work and 238 linear feet of directional drilling across multiple sheets, with comprehensive site restoration including pavement restoration, concrete sidewalk repairs, tree protection protocols, and bollard installations.
The Engineer's estimated project cost is $2,600,000, with liquidated damages assessed at $250 per day for project delays and a 5% retainage applied to all construction progress payments. Contractors must perform at least 51% of the total work within their own organization and meet comprehensive insurance requirements including Workers' Compensation, Commercial General Liability, Business Automobile Liability, and Pollution Liability with coverage limits ranging from $1,000,000 to $2,000,000 per occurrence. The project is subject to federal regulations including FEMA requirements, Davis-Bacon Act standards, and E-Verify system registration. Seminole County encourages Minority and Women-owned Business Enterprise (M/WBE) participation, though no specific set-asides are designated. Bid documents are available through the Seminole County procurement website at https://secure.procurenow.com/portal/seminolefl, with technical drawings provided upon submission of an RSVP through OpenGov.
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Text version
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V( D)
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D)
BT
V( D)
BT
V(
D)
BT
V( D)
BT
V(
D)
103+45
104+00
+0
+0
+1
2STA:10+11.0, 0'
12''X10'' TAPPING SLEEVE AND
10" TAPPING VALVE ASSEMBLY
STA:10+18.0, 0'
10'' DI 45° BEND, RMJ
STA:10+31.1, 0'
10'' DI 45° BEND, RMJ
STA:10+66.6, 0'
10'' DI 45° BEND, RMJ
STA:10+81.4, 0'
10'' DI 45° BEND, RMJ
STA:10+54.7, 0'
10'' DI 11.25° BEND, RMJ
STA:10+20.5, 0'
10'' DI 45° BEND, RMJ
STA:103+82.7, 0'
10'' DI TEE, RMJ
ALONG PROP. 10" FM (BYPASS)
STA:10+92.9, 0.0'
10'' DI PV, RMJ
STA:10+84.9, 0'
10'' DI 45° BEND, RMJ
STA:103+79.8, 0.0'
10'' DI PV, RMJ
STA:104+33.1, 0'
10'' DI 45° BEND, RMJ
STA:104+50.0, 0'
10'' DI 45° BEND, RMJ
'' P
VC
C
FM
10'' PVC C900 FM
STA:103+75.4, 0'
10'' DI 11.25° BEND, RMJ
W (D)
W (D)
BW
BW
BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW
BFO BFO BFO BFO BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BTV(D)
BTV(D) BTV(D) BTV(D) BTV(D)
BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BW BW BW BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
4+
105+00 106+00
107+00
108+00
11+00 11+12
STA:103+79.8, 0.0'
10'' DI PV, RMJ
STA:104+50.0, 0'
10'' DI 45° BEND, RMJ
STA:105+22.7, 0.0'
10'' DI PV, RMJ
STA:105+18.3, 0.0'
2" DI ARV ASSEMBLY
W/ 4 BOLLARDS
(SEE FIGURE 310 ON
DWG D02)
STA:105+27.4, 0'
10'' DI 11.25° BEND, RMJ STA:105+60.8, 0'
10'' DI 11.25° BEND, RMJ
W/ SPOOL PIECE AND
10" MJ HDPE ADAPTER (FUSED)
10'' HDPE FM10'' PVC C900 FM
STA:103+75.4, 0'
10'' DI 11.25° BEND, RMJ
10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ
(ROTATED DOWN)
12''X10'' TAPPING SLEEVE AND
10" TAPPING VALVE ASSEMBLY
10'' DI 45° BEND, RMJ
10'' DI 11.25° BEND, RMJ
10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ
(ROTATED UP)
EXISTING 12'' WATERMAIN
DEPTH UNKNOWN
12" MIN 12" MIN
EXISTING ELECTRIC
DEPTH UNKNOWN
10'' DI TEE, RMJ
ALONG PROP. 10" FM (BYPASS)
10'' DI PV, RMJ
12" MIN
10'' DI 45° BEND, RMJ
10'' PVC C900 FM
OPEN CUT
(~90 LF)
EXISTING
WATER
SERVICE
31'
EL. 25' NGVD
(AS-BUILT)
12" MIN.
SEE DETAIL 13 ON
SHEET D2 FOR
FORCEMAIN PIPING
DETAIL
WET
WELL
N.T.S.
10'' DI 11.25° BEND, RMJ
10'' DI PV, RMJ
10'' DI TEE, RMJ
(BYPASS)
10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ
EXISTING (2)
BURIED ELECTRIC
DEPTH=1.85'
EXISTING (2)BURIED
ELECTRIC
DEPTH=2.45'
EXISTING BURIED FIBER OPTIC
DEPTH = 3.00'
EXISTING (2)BURIED FIBER OPTIC
DEPTH = 2.90'
EXISTING GRADE
12"MIN.12"
MIN.
48"
COVER
12"MIN.
10'' DI PV, RMJ
10'' DI 11.25° BEND, RMJ
AUTOMATIC ARV
10'' DI 11.25° BEND, RMJ
W/ SPOOL PIECE AND
10" MJ HDPE ADAPTER (FUSED)
8° ANGLE SHOWN
R=700'
EXISTING 8" PVC SEWER
INV. 34.65
112"
EXISTING 24" RCP STORM INV.
52.29EXISTING GRADE
DEPTH AND COURSE OF DIRECTIONAL DRILL MAY
VARY PER CONTRACTOR INSTALLATION METHOD.
PIPE SEPARATION DISTANCES, MUST BE MET
EXISTING BURIED 8" WM DEPTH
= 5.30'
10 ' ' HDPE F M
10'' PVC C900 FM
OPEN CUT
(~206 LF)
DIRECTIONAL DRILL
(~238 LF, THIS SHEET)
SHEET NO.:
REVISION:
DRAWING NO.
SCALE:
PROJECT NO.:
DESCRIPTIONDATEREV
BA DC FE HG JI LK M ON QP
Designed
Checked
Reviewed
Approved
Drawn
BY (407) 679-5358
WINTER SPRINGS, FL 32708
1016 SPRING VILLAS PT.
CERTIFICATE OF AUTH. 28386
CHA CONSULTING, INC.
0 06/2025 100% DRAWINGS VVV,PFH
IP, SC
ALA,VVV,PFH
SC
JRV
SC
LA
WRENCE J. ROLLE
PROFESSIONA L ENGINEE
R
LICENSE
F L O R I D A
No. 83257
STATE OF
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY LAWRENCE J. ROLLE ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
00 20' 40'
Pa re nt S he et
S et
Re v/ Pl ot b y:
In di vi du al
F ile
P at h:
Re v on
FORCE MAIN
FM PLAN & PROFILE
FM01 06
0NOTED
_L oc kw oo dB lv dF
M
PA
U L
H
EL
LE
R
/3
0/
:1
AM
C:
\U se rs \s ho kl
\D ro pb ox
\W or k\
FL
\J ob s\
CH
A En gi ne er in g\
L oc kw oo d
FM
\C
AD
F ile s\
_C iv ilS he et s-
_C H
A C3
D-
FM
.d w g
SEMINOLE COUNTY
LOCKWOOD BLVD FORCE MAIN AND RCW 079339
CO
N
TI
N
U
ED
S H
EE
T
FM
CONTINUED LEFT
LOCKWOOD BLVD
M
AT
CH
L
IN
E
ST
A.
+0 0.
℄ CONST. LOCKWOOD BLVD
HDD PIT
R/W
R/W
NOTE: EXISTING UTILITIES WITH UNSPECIFIED
ELEVATION ARE AT UNKNOWN DEPTH; DEPTH OF
EXISTING UTILITY ARE TO BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION
CONTINUED RIGHT
.4
.7
R/ W
R/ W
℄ CONST.
LOCKWOOD
BLVD
EXISTING 12" PVC FM.
CONNECT TO EXIST.
WET WELL AT 4'
COVER
00 20' 40'
REMOVE EXISTING WET WELL
TOP AND REPLACE NEW WET
WELL TOP (SEE SHEET S01)
1 10/2025 ADDENDUM #1 VVV,PFH
136+00 137+00 138+00 139+00
140+00 140+90
STA:140+47.1, 0'
8'' TAPPING SLEEVE AND
8" TAPPING VALVE ASSEMBLY
CONNECT TO 8" FM
STA:139+93.5, 0'
10'' DI 45° BEND, RMJ
STA:139+98.6, 0'
10'' DI 45° BEND, RMJ
STA:140+09.9, 0'
10'' DI 45° BEND, RMJ
STA:140+17.8, 0'
10'' DI 45° BEND, RMJ
STA:140+41.3, 0'
10'' DI 45° BEND, RMJ
STA:140+36.9, 0'
10'' DI 45° BEND, RMJ
10'' PVC C900 FM
STA:140+45.1, 0.0'
8'' DI GV, RMJ
STA:140+43.0, 0'
10''X8'' DI RED, RMJ
8'' TAPPING SLEEVE AND
8" TAPPING VALVE ASSEMBLY
CONNECT TO EXISTING 8" FM
EXISTING (2) BURIED FIBER OPTIC
DEPTH = 3.00'
EXISTING BURIED UNKNOWN
EXISTING BURIED 24" RECLAIMED WATER
DEPTH = 51.92'
EXISTING 15" RCP STORM
INV. 53.15
(SEE NOTE 2 BELOW)
12" MIN.
48"
EXISTING BURIED FIBER OPTIC
DEPTH = 53.52'
EXISTING BURIED 12" WM DEPTH
= 51.53'
10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ10'' DI 45° BEND, RMJ
10'' DI 45° BEND, RMJ
OPEN CUT
(~453 LF, THIS SHEET)
10'' PVC C900 FM
10''X8'' DI RED, RMJ
SHEET NO.:
REVISION:
DRAWING NO.
SCALE:
PROJECT NO.:
DESCRIPTIONDATEREV
BA DC FE HG JI LK M ON QP
Designed
Checked
Reviewed
Approved
Drawn
BY (407) 679-5358
WINTER SPRINGS, FL 32708
1016 SPRING VILLAS PT.
CERTIFICATE OF AUTH. 28386
CHA CONSULTING, INC.
0 06/2025 100% DRAWINGS VVV,PFH
IP, SC
ALA,VVV,PFH
SC
JRV
SC
LA
WRENCE J. ROLLE
PROFESSIONA L ENGINEE
R
LICENSE
F L O R I D A
No. 83257
STATE OF
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY LAWRENCE J. ROLLE ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Pa re nt S he et
S et
Re v/ Pl ot b y:
In di vi du al
F ile
P at h:
Re v on
FORCE MAIN
FM PLAN & PROFILE
FM07 12
0NOTED
_L oc kw oo dB lv dF
M
PA
U L
H
EL
LE
R
/3
0/
:1
AM
C:
\U se rs \s ho kl
\D ro pb ox
\W or k\
FL
\J ob s\
CH
A En gi ne er in g\
L oc kw oo d
FM
\C
AD
F ile s\
_C iv ilS he et s-
_C H
A C3
D-
FM
.d w g
SEMINOLE COUNTY
LOCKWOOD BLVD FORCE MAIN AND RCW 079339
00 20' 40'
SIDEWALK TRAIL
CO
N
TI
N
U
ED
S H
EE
T
FM
M
AT
CH
L
IN
E
ST
A.
+0 0.
EASEMENT LINE
NOTE 1: EXISTING UTILITIES WITH UNSPECIFIED ELEVATION ARE AT UNKNOWN DEPTH; DEPTH OF EXISTING UTILITY ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION
NOTE 2: IT IS ADVISED THAT CAUTION BE EXERCISED DURING CONSTRUCTION OF PROPOSED 10" HDPE FORCE MAIN TO AVOID DAMAGE TO EXISTING 15" REINFORCED CONCRETE PIPE. CURRENT VERTICAL SEPARATION FROM CONCRETE DRIVEWAY (TO BE RECONSTRUCTED) AND THE TOP OF THE REINFORCED CONCRETE PIPE IS LESS THAN 6" BASED ON
SURVEY INFORMATION.
6'
6'
CONTRACTOR SHALL BE
RESPONSIBLE TO SUPPORT STORM
1 10/2025 ADDENDUM #1 VVV,PFH
213+00 214+00 215+00 216+00 217+00 218+00
219+00
12'' PVC C900 RWM
STA:218+11.1, 0'
12'' DI 45° BEND, RMJ
STA:218+16.2, 0'
12'' DI 45° BEND, RMJ
STA:218+44.4, 0'
24''X12'' TAPPING SLEEVE AND
12" TAPPING VALVE ASSEMBLY
CONNECT TO EXISTING 24" RWM
12'' PVC C900 RWM
12'' DI 45° BEND, RMJ
12'' DI 45° BEND, RMJ 24''X12'' TAPPING SLEEVE AND
12" TAPPING VALVE ASSEMBLY
CONNECT TO EXISTING 24" RWM
TOP 51.92
EXISTING (2) BURIED FIBER OPTIC
DEPTH = 3.00'
EXISTING BURIED FIBER OPTIC
DEPTH = 53.52'
12"
MIN.
EXISTING 15" RCP STORM
CROSSING INVERT = 53.88
OPEN CUT
(~552 LF)
SHEET NO.:
REVISION:
DRAWING NO.
SCALE:
PROJECT NO.:
DESCRIPTIONDATEREV
BA DC FE HG JI LK M ON QP
Designed
Checked
Reviewed
Approved
Drawn
BY (407) 679-5358
WINTER SPRINGS, FL 32708
1016 SPRING VILLAS PT.
CERTIFICATE OF AUTH. 28386
CHA CONSULTING, INC.
0 06/2025 100% DRAWINGS VVV,PFH
IP, SC
ALA,VVV,PFH
SC
JRV
SC
LA
WRENCE J. ROLLE
PROFESSIONA L ENGINEE
R
LICENSE
F L O R I D A
No. 83257
STATE OF
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY LAWRENCE J. ROLLE ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Pa re nt S he et
S et
Re v/ Pl ot b y:
In di vi du al
F ile
P at h:
Re v on
RECLAIMED WATER MAIN
RCW PLAN & PROFILE
RWM03 16
0NOTED
_L oc kw oo dB lv dF
M
PA
U L
H
EL
LE
R
/3
0/
:0
AM
C:
\U se rs \s ho kl
\D ro pb ox
\W or k\
FL
\J ob s\
CH
A En gi ne er in g\
L oc kw oo d
FM
\C
AD
F ile s\
_C iv ilS he et s-
_C H
A C3
D-
RW
M .d w g
SEMINOLE COUNTY
LOCKWOOD BLVD FORCE MAIN AND RCW 079339
00 20' 40'
SIDEWALK TRAIL
CO
N
TI
N
U
ED
S H
EE
T
RW
M
M
AT
CH
L
IN
E
ST
A.
+0 0.
EASEMENT LINE NOTE: EXISTING UTILITIES WITH UNSPECIFIED
ELEVATION ARE AT UNKNOWN DEPTH; DEPTH OF
EXISTING UTILITY ARE TO BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION
6'
6'
CONTRACTOR SHALL BE
RESPONSIBLE TO SUPPORT STORM
1 10/2025 ADDENDUM #1 VVV,PFH
BFO
BFO
BFO
BFO
BFO
BFO BFO BFO BFO BFO BFO BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D) BTV(D) BTV(D) BTV(D)
BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D)
BTV(D)
BTV(D)
BW
BW
BW
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BFO
BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D) BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BTV(D)
BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW
BW BW BW BW BW BW
BW
BW
BW
BW
BW
BW
BW
BW
SHEET NO.:
REVISION:
DRAWING NO.
SCALE:
PROJECT NO.:
DESCRIPTIONDATEREV
BA DC FE HG JI LK M ON QP
Designed
Checked
Reviewed
Approved
Drawn
BY (407) 679-5358
WINTER SPRINGS, FL 32708
1016 SPRING VILLAS PT.
CERTIFICATE OF AUTH. 28386
CHA CONSULTING, INC.
0 06/2025 100% DRAWINGS VVV,PFH
IP, SC
ALA,VVV,PFH
SC
JRV
SC
LA
WRENCE J. ROLLE
PROFESSIONA L ENGINEE
R
LICENSE
F L O R I D A
No. 83257
STATE OF
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY LAWRENCE J. ROLLE ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Pa re nt S he et
S et
Re v/ Pl ot b y:
In di vi du al
F ile
P at h:
Re v on
PAVEMENT RESTORATION
PAVEMENT RESTORATION
C02 18
0NOTED
_L oc kw oo dB lv dF
M
PA
U L
H
EL
LE
R
/2
9/
0:
A M
C:
\U se rs
\s ho kl \D ro pb ox \W or k\
FL
\J ob s\
CH
A
En gi ne er in g\
L oc kw oo d
FM
\C
AD
F ile s\
_C iv ilS he et s-
_C
H A
C3 D-
PV
_R
ST
.d w g
SEMINOLE COUNTY
LOCKWOOD BLVD FORCE MAIN AND RCW 079339
SIDEWALK TRAIL
R/W
LOCKWOOD BLVD
LOCKWOOD BLVD
R/W
R/W
R/ W
℄ CONST. ALONG 10" F.M.
PROP. 10" HDPE F.M.
PROP. 10" HDPE F.M.
PROP. 10" HDPE F.M.
NOTES: IF CORRECTION IS MADE BY REMOVING AND REPLACING THE PAVEMENT REMOVE THE FULL DEPTH OF THE COURSE AND EXTEND AT LEAST 50-FEET ON EITHER SIDE OF THE DEFECTIVE AREA OF THE FULL
WIDTH OF THE PAVING LANE.
00 20' 40'
00 20' 40'
00 20' 40'
PROP. 12" PVC RWM
CONCRETE
CURB
GRASS (SOD)
ASPHALT
RESTORATION LEGEND:
CONCRETE
SIDEWALK
CONCRETE
DRIVEWAY
HEDGE
SHEET NO.:
REVISION:
DRAWING NO.
SCALE:
PROJECT NO.:
DESCRIPTIONDATEREV
BA DC FE HG JI LK M ON QP
Designed
Checked
Reviewed
Approved
Drawn
BY (407) 679-5358
WINTER SPRINGS, FL 32708
1016 SPRING VILLAS PT.
CERTIFICATE OF AUTH. 28386
CHA CONSULTING, INC.
0 06/2025 100% DRAWINGS VVV,PFH
IP, SC
ALA,VVV,PFH
SC
JRV
SC
LA
WRENCE J. ROLLE
PROFESSIONA L ENGINEE
R
LICENSE
F L O R I D A
No. 83257
STATE OF
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY LAWRENCE J. ROLLE ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Pa re nt S he et
S et
Re v/ Pl ot b y:
In di vi du al
F ile
P at h:
Re v on
DETAILS
MISCELLANEOUS DETAILS
D03 27
0NOTED
_L oc kw oo dB lv dF
M
PA
U L
H
EL
LE
R
/2
9/
0:
A M
C:
\U se rs
\s ho kl \D ro pb ox \W or k\
FL
\J ob s\
CH
A
En gi ne er in g\
L oc kw oo d
FM
\C
AD
F ile s\
D0 3.
dw g
SEMINOLE COUNTY
LOCKWOOD BLVD FORCE MAIN AND RCW 079339
WET WELL N.T.S.
MODULAR PIPE SEAL
SEE DETAIL #6
PROPOSED 10" PVC
EXIST WET WELL
WATER SERVICE
EXIST SANITARY SEWER
PROPOSED WET WELL
TOP SLAB EXIST SURFACE GROUND
PROPOSED 10" CAP, PERFORATED
BOTTOM OF FORCEMAIN
TO BE INSTALLED 7" FROM
BOTTOM OF WET WELL LINK SEAL
TYPE C
NOTES:
1. PENETRATIONS SHALL BE LINK SEAL MODEL S-316 OR EQUAL.
2. WALL SLEEVES SHALL BE SUPPLIED BY THE SAME MANUFACTURER AS THE
PENETRATION SEAL.
3. ALL SEAL ELEMENTS SHALL BE EPDM.
ELASTOMERIC SEAL ELEMENT
BOLT
PRESSURE PLATE
SLEEVE (SST)
WALLANCHOR COLLAR/HOLLOW
WATER STOP/
CONTINUOUS MOLDED
NOTE: ALL MATERIAL STAINLESS STEEL.
18 3/4"
PIPE CROSS SECTION
1 1/16" HOLE
PLAN/FRONT VIEW
5/8" DIA BOLT
1 1/16" HOLE5/8" DIA BOLT
1/4" NEOPRENE PAD
AROUND ENTIRE PIPE
SUPPORT FORCEMAIN
PER DETAIL 5
SCALE:
1 CONCRETE SIDEWALK DETAIL
N.T.S.
PLAN
SECTION A
SECTION B
AA
B B
5'-0" MAX
(TYP)
4' -0
O
R
AS
S H
O W
N O
N P
LA
N
S
1/2" RADIUS TOOLED
OR CUT JOINTS (TYP)
1/2" EXPANSION JOINT
FULL DEPTH OF WALK
MAX 15'-0" SPACING
5'-0" FLAG 5'-0" FLAG5'-0" FLAG
MAX 15'-0" SPACING BETWEEN EXPANSION JOINTS
1/2" EXP JT
4"
1/2" RADIUS TOOLED
OR CUT JOINTS (TYP)
SIDEWALK
4'-0" OR AS SHOWN ON PLANS12"
1/2" RADIUS (TYP)
FINISHED GRADE
3"
2" 4" 2% MAX
TOP SOIL
WELL TAMPED OR
UNDISTURBED EARTH
CONC W/ W2.9xW2.9 WIRE MESH
SCALE:
2 TREE PROTECTION DETAIL
N.T.S.
NOTES
1. NO TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR REMOVAL BY THE ENGINEER.
2. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES THAT ARE TO REMAIN.
3. ROOTS GREATER THAN 1" DIAMETER SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
4. ALL ROOT PRUNING SHALL BE PERFORMED BY AN ISA CERTIFIED ARBORIST IN ACCORDANCE WITH ANSI-A300 STANDARDS.
5. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY TREE ROOTS SYSTEMS.
6. BARRIER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PLANS OR AS DIRECTED BY THE ENGINEER. BARRIERS SHALL BE MAINTAINED
IN PLACE UNTIL REMOVAL IS DIRECTED BY THE ENGINEER.
7. COST OF ALL TREE BARRICADES SHALL BE INCLUDED IN PAY ITEM 800-9004 (CLEARING & GRUBBING).
8. SUBSTITUTION FOR WOODEN (1"x2" MINIMUM) BEAMS WITH OTHER MATERIALS REQUIRE PRE-APPROVAL BY THE COUNTY ENGINEER.
REQUIRED DISTANCES FROM TREE TRUNK BARRIER
* 2/3 THE DRIP LINE FOR HARDWOODS OR 6 FEET,
WHICHEVER IS GREATER.
* * DRIP LINE FOR PINES/CONIFERS AND CABBAGE PALMS
OR 6 FEET, WHICHEVER IS GREATER.
DRIP LINE DRIP LINE
HARDWOODS PINES/CONIFERS AND CABBAGE PALMS
2"x2" (TYP)
1"x2" (MIN)
2/3 DRIP LINE - HARDWOODS
FULL DRIP LINE - PINES
3' -0
(T
YP
SCALE:
4 FORCE MAIN CONNECTION TO WET WELL DETAIL
N.T.S. SCALE:
5 WALL PIPE SUPPORT DETAIL
N.T.S. SCALE:
6 WALL PIPE SUPPORT DETAIL
N.T.S.
SCALE:
3 BOLLARD DETAIL
N.T.S.
NOTE:
MAXIMUM SEPARATION BETWEEN BOLLARDS SHALL BE 4'-0".
5' -0
4'
-6
6" DIA SCH 40 STEEL PIPE
FILLED W/ CONC
(COLOR OR FINISH COAT SHALL
BE OSHA SAFETY YELLOW)
3,000 PSI CONC
6"
GRADE (SEE PLANS)
6"
6" WIDE OSHA
REFLECTIVE TAPE BAND
1/2" DIA X 4" LONG
STEEL STUDS WELDED TO
STEEL POST, FOUR STUDS
AT EACH LOCATION
(TWELVE AT EACH POST)
File details come from the government source that posted it. Updated .