HomeMy WebLinkAboutINFRASTRUCTURE - 23-00172 - Connections Therapy-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Connections Therapy
Address : 450 First American Cir
Application Type :
Document Filename : INFRASTRUCTURE - 23-00172 - Connections Therapy.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 1 Free Text Todd Smith : Broadband Open 1 As per Resolution 2022-07, adopted April 6, 2022, new
development is required to follow standards for the
installation of fiber conduit and distribution boxes. Location
of conduit and distribution boxes need to be identified and
shown on plans.
Pg 4 Callout Stan Crittenden : Fire Open 4 Minimum inside turning radius for the fire trucks is 30 ft.
Pg 4 Callout Stan Crittenden : Fire Open 4 If this area is to be used as the fire department access. The
drive isle would need to meet the minimum turn radius all the
way back out to the road.
Pg 4 Callout Kyle Baldwin : P&Z Open 4 Front Yard Setback in CBC zone is required to be 10' minimum
See Development code section 6.01.060
Pg 4 Free Text Kyle Baldwin : P&Z Open 4 Snow storage areas and calculations must be shown on Site
Plan. See section 3.04.060.A.4
Pg 4 Free Text Kyle Baldwin : P&Z Open 4 For parking quantity requirement see section 3.04.030
(Medical Clinic)
# 23-00172
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 04.19.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 4 Callout Kyle Baldwin : P&Z Open 4 Minimum 6' wide sidewalk required here
Pg 4 Free Text Kyle Baldwin : P&Z Open 4 The two parcels shown on this plan will need to be combined,
or a restrictive lot covenant put in place to protect parking for
the building.
Pg 4 Callout Joel Gray : PW Open 4 Commercial Approach required.
Pg 4 Callout Joel Gray : PW Open 4 Commercial approach required.
Pg 5 Callout Joel Gray : PW Open 5 Dumpster location not serviceable. Right side pick up.
Pg 5 Callout Joel Gray : PW Open 5 Gates must open 180 degrees.
Pg 5 Callout Joel Gray : PW Open 5 Approximate location of sewer stub
Pg 8 Callout Joel Gray : PW Open 8 Connect new sidewalk with bridge sidewalk
Pg 8 Callout Joel Gray : PW Open 8 ADA ramp and street light required.
Pg 8 Callout Joel Gray : PW Open 8 Street light required.
Report Date: 04.19.2023
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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SC-740 ISOLATOR ROW PLUS DETAIL3 SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)CATCH BASINOR MANHOLE
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SC-740 CHAMBER COVER ENTIRE ISOLATOR ROW PLUS WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESONE LA
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ELEVATED BYPASS MANIFOLD24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPWITH FLAMP PART #: SC740EPE24BRINSPECTION & MAINTENANCESTEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA. INSPECTION PORTS (IF PRESENT)A.1. REMOVE/OPEN LID ON NYLOPLAST INLIN
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Y
I
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R
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M
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N
H
O
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E
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm
)
P
R
O
C
E
E
D
T
O
S
T
E
P
2
.
I
F
N
O
T
,
P
R
O
C
E
E
D
T
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T
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P
3
.
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JET
V
A
C
P
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E
S
S
A. A FIXED CULVERT CLEANING NOZZLE WITH R
E
A
R
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C
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S
P
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A
D
O
F
4
5
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(
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.
1
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B. APPLY MULTIPLE PASSES OF JETVAC UNTIL
B
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C. VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LI
D
S
;
R
E
C
O
R
D
O
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R
V
A
T
I
O
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S
A
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D
A
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T
I
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S
.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UP
S
T
R
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A
M
O
F
T
H
E
S
T
O
R
M
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C
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S
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NOTES1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF
O
P
E
R
A
T
I
O
N
.
A
D
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U
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OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIG
H
W
A
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L
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V
A
T
I
O
N
S
.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WH
E
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.
SC-740
STANDARD DETAILS
I
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-
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B
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R
S
IMPORTANT - NOTES FOR THE BIDDING A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
O
F
T
H
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C
-
7
4
0
S
Y
S
T
E
M
Advanced Drainage Systems, Inc.1. STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALL
E
D
U
N
T
I
L
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
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P
R
E
S
E
N
T
A
T
I
V
E
H
A
S
C
O
M
P
L
E
T
E
D
A
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
"
S
T
O
R
M
T
E
C
H
S
C
-
3
1
0
/
S
C
-
7
4
0
/
D
C
-
7
8
0
CONSTRUCTION GUIDE".3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER
O
R
A
N
E
X
C
A
V
A
T
O
R
S
I
T
U
A
T
E
D
O
V
E
R
T
H
E
C
H
A
M
B
E
R
S
.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:· STONESHOOTER LOCATED OFF THE CHAMBER BE
D
.
· BACKFILL AS ROWS ARE BUILT USING AN EXCAVA
T
O
R
O
N
T
H
E
F
O
U
N
D
A
T
I
O
N
S
T
O
N
E
O
R
S
U
B
G
R
A
D
E
.
· BACKFILL FROM OUTSIDE THE EXCAVATION USIN
G
A
L
O
N
G
B
O
O
M
H
O
E
O
R
E
X
C
A
V
A
T
O
R
.
4. THE FOUNDATION STONE SHALL BE LEVELED AND COM
P
A
C
T
E
D
P
R
I
O
R
T
O
P
L
A
C
I
N
G
C
H
A
M
B
E
R
S
.
5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SE
A
T
E
D
P
R
I
O
R
T
O
P
L
A
C
I
N
G
S
T
O
N
E
.
6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN T
H
E
C
H
A
M
B
E
R
R
O
W
S
.
7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE
A
C
L
E
A
N
,
C
R
U
S
H
E
D
,
A
N
G
U
L
A
R
S
T
O
N
E
3
/
4
-
2
"
(
2
0
-
5
0
m
m
)
.
8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES
W
I
T
H
C
H
A
M
B
E
R
F
O
U
N
D
A
T
I
O
N
M
A
T
E
R
I
A
L
S
B
E
A
R
I
N
G
C
A
P
A
C
I
T
I
E
S
T
O
T
H
E
SITE DESIGN ENGINEER.9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH I
T
"
I
N
S
E
R
T
S
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
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F
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A
L
L
I
N
L
E
T
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T
O
P
R
O
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E
C
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E
SUBSURFACE STORMWATER MANAGEMENT SYSTEM FR
O
M
C
O
N
S
T
R
U
C
T
I
O
N
S
I
T
E
R
U
N
O
F
F
.
NOTES FOR CONSTRUCTION EQUIPMENT1. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
"
S
T
O
R
M
T
E
C
H
S
C
-
3
1
0
/
S
C
-
7
4
0
/
D
C
-
7
8
0
CONSTRUCTION GUIDE".2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740
C
H
A
M
B
E
R
S
I
S
L
I
M
I
T
E
D
:
· NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS
.
· NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EX
C
A
V
A
T
O
R
S
A
R
E
A
L
L
O
W
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N
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I
L
P
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O
P
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R
F
I
L
L
D
E
P
T
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S
A
R
E
R
E
A
C
H
E
D
I
N
ACCORDANCE WITH THE "STORMTECH SC-310/SC
-
7
4
0
/
D
C
-
7
8
0
C
O
N
S
T
R
U
C
T
I
O
N
G
U
I
D
E
"
.
· WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT
C
A
N
B
E
F
O
U
N
D
I
N
T
H
E
"
S
T
O
R
M
T
E
C
H
S
C
-
3
1
0
/
S
C
-
7
4
0
/
D
C
-
7
8
0
C
O
N
S
T
R
U
C
T
I
O
N
GUIDE".3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OV
E
R
T
H
E
C
H
A
M
B
E
R
S
I
S
R
E
Q
U
I
R
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D
F
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P
T
R
U
C
K
T
R
A
V
E
L
O
R
D
U
M
P
I
N
G
.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE
R
O
W
S
O
F
C
H
A
M
B
E
R
S
M
A
Y
C
A
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E
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A
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T
O
T
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E
C
H
A
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B
E
R
S
A
N
D
I
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NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS
D
A
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A
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E
D
B
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T
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E
"
D
U
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P
A
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D
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D
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THE STORMTECH STANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTI
O
N
S
O
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A
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CONSTRUCTION EQUIPMENT.SC-740 STORMTECH CHAMBER SPECIFICATIONS1. CHAMBERS SHALL BE STORMTECH SC-740.2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALLENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE METFOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITHCONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTMF2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ONMINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTODESIGN TRUCK.7. REQUIREMENTS FOR HANDLING AND INSTALLATION:· TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS.· TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BELESS THAN 2”.· TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BEGREATER THAN OR EQUAL TO 550 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESISTCHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALLBE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:· THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.· THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THEAASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.· THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
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ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON REFERENCED STANDARDS. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HER
GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, UNLESS THE PLANS ARE SIGNED AND SEALED BY THE SITE DESIGN ENGINEER. THE SITE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION AND SEALING THE DOCUMENT. IT IS THE SITE DESIGN ENGINEER'S RESPONS
ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT.
REVIEWED:
DRAWN:
PROJECT NO:
DATE:
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4640 TRUEMAN BLVD
HILLIARD, OH 43026
Advanced Drainage Systems, Inc.
StormTech
Chamber System
888-892-2694 | WWW.STORMTECH.COM
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