HomeMy WebLinkAbout2021-10-22 Site Plan Set (CCIP)CAPE COD
INFLATABLE PARK
492, 498, 512, 518, 526, & 532 ROUTE 28
WEST YARMOUTH, MASSACHUSETTS
OCTOBER 8, 2021
REVISED:
1 TITLE SHEET
2 EXISTING CONDITIONS PLAN
3 SITE PREPARATION PLAN
4 LAYOUT & MATERIALS PLAN
5 GRADING & DRAINAGE PLAN
6 UTILITY PLAN
7 DETAIL SHEET
SANDBAR MANAGEMENT
512 ROUTE 28
WEST YARMOUTH, MA 02673
LOCUS MAP
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
LOCUS
INDEX OF DRAWINGS
OCTOBER 22, 2021
349 Main Street - Route 28
W. Yarmouth, Massachusetts
02673
508 778 8919
PUBLIC--VARIABLE
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ROUTE 28 -- M
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SPRINGERLANE4
0
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W
IDEBEVERLY ROAD
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
CAPE COD
INFLATABLE PARK
494, 498, 512, 518, & 526
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
SITE PREPARATION
PLAN
OCTOBER 8, 2021
ROUTE 28
PUBLIC--VARIABLE
W
I
D
T
H
ROUTE 28 -- M
A
I
N
S
T
R
E
E
T
SPRINGERLANE4
0
'
W
IDEBEVERLY ROAD
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
CAPE COD
INFLATABLE PARK
492, 498, 512, 518, 526, & 532
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
LAYOUT & MATERIALS
PLAN
OCTOBER 8, 2021
ROUTE 28
PUBLIC--VARIABLE
W
I
D
T
H
ROUTE 28 -- M
A
I
N
S
T
R
E
E
T
SPRINGERLANE4
0
'
W
IDEBEVERLY ROADDD
D
DDDD D
D
D
D349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
CAPE COD
INFLATABLE PARK
492, 498, 512, 518, 526, & 532
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
GRADING & DRAINAGE
PLAN
OCTOBER 8, 2021
ROUTE 28
PUBLIC--VARIABLE WIDTHROUTE 28 -- MAIN STREETSPRINGERLANE
40' WIDEBEVERLY ROADGG G G G G G G G GGGG G GGG G G G G G
G G G G G G G G G G G G
GGGG
D DDD D DDDDDD
SSSSSSS
SSSSSSSSSS349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INISSUED FOR PERMITTINGNOT FOR CONSTRUCTIONCAPE CODINFLATABLE PARK492, 498, 512, 518, 526, & 532WEST YARMOUTHMASSACHUSETTS(BARNSTABLE COUNTY)UTILITY PLANOCTOBER 8, 2021ROUTE 28
Section Thru Chamber Plan View
1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable.
2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port.
3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148,
#5498331, #5725760, #5753115, #5849181, #6068765, #6371690.
Notes:
4. Contact a Concrete Pipe Division representative for further details not listed on this drawing.
ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101
2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION
FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.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 BE LESS THAN 3”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.
AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
24"
(600 mm) MIN*
7.0'
(2.1 m)
MAX
12" (300 mm) MIN100" (2540 mm)
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND
CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN
12" (300 mm) MIN 9"
(230 mm) MIN
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-4500
END CAP
SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
60"
(1524 mm)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
CAPE COD
INFLATABLE PARK
492, 498, 512, 518, 526, & 532
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
DETAIL SHEET
OCTOBER 8, 2021
ROUTE 28