CR232410_Backup_Exhibit C PARE Engineering Sanitary Sewer System Plan.pdf
PDF 2 MB Posted
- Solicitation number
- RFP27007069
- Issued by
- Providence County, Rhode Island
About this file
This is an engineering exhibit document prepared by PARE Engineering for the University of Rhode Island, detailing the sanitary sewer system plan associated with the permanent PFAS water treatment facility project. The document provides technical specifications and design considerations for the sanitary sewer infrastructure that will support the new water treatment facility at URI. The exhibit serves as a supporting document for the design, build, and construct contract opportunity for the permanent PFAS water treatment facility, establishing the baseline requirements and system specifications necessary to accommodate wastewater from the facility's operations.
The sanitary sewer system plan outlines the engineering requirements, system capacity, connection points, and operational considerations for managing wastewater generated by the PFAS treatment facility. This technical exhibit functions as a binding reference document for bidders and contractors responding to the contract opportunity, ensuring that all proposed designs and construction methodologies align with the established sanitary sewer infrastructure parameters. The plan provides essential engineering data that contractors must incorporate into their comprehensive project proposals for the design and construction of the permanent water treatment facility at the University of Rhode Island.
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Text version
RFP Exhibit C - PARE Engineering sanitary sewer system plan
IR/TRV CAP(set)
N: 148117.913 E: 316495.366
EL: 116.803
MAG NL(set) FND
N: 148130.961 E: 316261.070
EL: 116.746
PROJECT BENCHMARK
NL UP 1 BENT
ELEV=118.16'
PROJECT BENCHMARK
PUNCH IN SPINDLE
ELEV=119.03'
PROJECT BENCHMARK
SPK SET UP 1 FT
ELEV=117.89'
16"W DI
16"W DI
24+66.47
22+00
23+00
24+00
SMH-09
STA: 22+29
RIM: 115.77
INV IN (NW): 108.39
INV OUT (E): 108.23
SMH-10
STA: 23+44
RIM: 117.07
INV IN (W): 108.94
INV IN (N): 108.94
INV OUT (SE): 108.84
111' OF 8" SDR 35 PVC
S=0.40%
103' OF 8" SDR 35 PVC
S=2.61%
SMH-11
STA: 24+51
RIM: 116.27
INV IN (SW): 112.03
INV IN (W): 112.03
INV OUT (E): 111.73
62' OF 8" SDR 35 PVC
S=0.39%
PL
AI
NS
R
OA
D
THIRTY ACRE POND ROAD
TP
TP
TH
IR
TY
A
C R
E
PO
N D
R O
A D
INSTALL 4" DI PIPE STUB WITH
CAP FOR FUTURE CONNECTION
6" DUCTILE IRON GRAVITY
SEWER CONNECTION
LENGTH: 85 LF ±
SLOPE = 3.2% FT/FT ±
SEWER CROSSING TO BE
ENCASED IN CONCRETE
(SEE DETAIL SHEET C2.3)
CONTRACTOR TO CONNECT TO EXISTING SEWER LATERAL
WITH 6" SDR 35 PVC AND TRANSITION TO 6" DI PIPE FOR
CROSSING OF 30 ACRE POND. PROVIDE SHIELDED REPAIR
COUPLING SUITABLE FOR MATING PVC AND DI PIPE
CONTRACTOR TO PUMP OUT, CLEAN, AND R&D OFF-SITE
EXISTING SEPTIC TANK AND APPURTENANT MATERIALS AS
NECESSARY TO FACILITATE INSTALLATION OF NEW GRAVITY
SERVICE CONNECTION. EXISTING SEPTIC SYSTEM LEACH
FIELD TO BE PERMANENTLY ABANDONED IN-PLACE. OPEN
PIPES ABANDONED IN-PLACE SHALL BE CAPPED
PENDING TEST PIT INFORMATION, CONTRACTOR TO INSTALL
SEWER CLEANOUTS AT DIRECTION OF ENGINEER
(SEE DETAIL ON SHEET C2.2).
PROVIDE SHIELDED REPAIR COUPLING SUITABLE FOR MATING
EXISTING SANITARY SERVICE PIPING TO NEW PIPING
(SEE DETAIL ON SHEET 2.1)
SKOGLEY TURF
RESEARCH CENTER
GARDNER CROPS
RESEARCH CENTER
("AGRONOMY")
CONTRACTOR TO CONDUCT TEST PIT AS NECESSARY TO CONFIRM THE SIZE,
LOCATION, DEPTH AND CONFIGURATION OF EXISTING SEPTIC TANK AND
SANITARY SERVICE PIPING FOR THE PROPERTY/BUILDING. CONTRACTOR TO
REFERENCE CONTRACT SPECIFICATIONS APPENDIX C - SEPTIC SYSTEM RECORD
DRAWINGS. TEST PITS SHALL BE COORDINATED WITH THE OWNER AND ENGINEER
CONTRACTOR TO R&D EXISTING
TREE AND STUMP OFF-SITE
(SEE SHEET C0.2)
CONTRACTOR TO CONDUCT TEST PIT AS NECESSARY
TO CONFIRM THE SIZE, LOCATION, DEPTH OF
EXISTING WATER MAIN. TEST PITS SHALL BE
COORDINATED WITH THE OWNER AND ENGINEER
CAREFULLY REMOVE, STOCKPILE, AND
RESET EXISTING WOODEN RAILROAD TIES
AS NECESSARY (TYP. ALL LOCATIONS)
EXISTING SHRUBS TO BE
REMOVED AND DISPOSED
AS NECESSARY (TYP OF 2)
EXISTING GROUNDWATER MONITORING WELL (SHOWN
(APPROXIMATELY. CONTRACTOR TO REMOVE SECTIONS OF
MONITORING WELL WITHIN LIMITS OF TRENCH EXCAVATION.
REMAINING SECTIONS OF MONITORING WELL TO BE FILLED
WITH BENTONITE PRIOR TO BACKFILL OF TRENCH
4' DIAMETER SANITARY
SEWER MANHOLE (TYP)
22+0023+0024+0025+00
SM
H
-0
ST
A
+2
R
IM
.7
IN
V
IN
.3
(N W
IN
V O
U T
8.
(E
SM
H
-1
ST
A
+4
R
IM
.0
IN
V
IN
.9
(W
IN
V
IN
.9
(N
IN
V O
U T
8.
(S
E)
111LF OF 8" SDR 35 PVC
S=0.40%
103LF OF 8" SDR 35 PVC
S=2.61%
SM
H
-1
ST
A
+5
R
IM
.2
IN
V
IN
.0
(S W
IN
V
IN
.0
(W
IN
V
O U
T
1.
(E
EXISTING
GROUND
SURFACE
P2 4-
EOB=10 FEET
ROCK DEPTH - NOT ENCOUNTERED
GROUNDWATER DEPTH - NOT ENCOUNTERED
16" DI WATER
ELEC DUCTBANK2" CU WATER6" DI WATER
CONCRETE
ENCASEMENT
SCALE: 1"=20' HOR.
SCALE: 1"=4' VER.
WEST ALUMNI AVE GRAVITY SEWER PROFILE
REVISIONS:
PROJECT NO.:
APPROVED BY:
DRAWN BY:
DESIGNED BY:
CHECKED BY:
SCALE:
DATE:
DRAWING NO.:
SHEET NO.
DRAWING TITLE:
OF
1"
SCALE ADJUSTMENT GUIDE
0"
ORIGINAL DRAWING
BAR IS ONE INCH ON
20002.00
JANUARY 2025
AS NOTED
MGM
BKW
MGM / AKL
C1.5
PLAN & PROFILE 5
0 10' 20' 40'
Scale: 1"=20'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
1.
MATCHLINE - SEE SHEET C1.6
S=0.40%
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