SW7080801_APPROVED PLANS_20080820

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW 7�%�j
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

OF
MOYOCK PUBLIC LIBRARY
& CAMPUS. DRIVE IMPROVEMENTS
TULLS CREEK ROAD, MOYOCK TOWNSHIP
CURR
CIVIL LEGEND
EXISTING
NEW
Q
MANHOLE
❑
SANITARY CLEANOUT
■
®
VALVE
9
a
WATER METER
•
17
FIRE HYDRANT
Y
o
WELL
®®
DROP INLET
too
(�
CURB INLET
0
o
GAS METER
ss
POWER POLE
LIGHT POLE
®
LIGHT POLE /CONCRETE BASE
®
PEDESTAL
®
CURB AND GUTTER
—X— —X—
FENCE
—x—®—x-
- — — —
PROPERTY LINE
— — — —
r
BUILDINGS
— —sr—
STORM SEWER
— —n — —
SANITARY SEWER
Ss —
WATER
w
— — e — —
ELECTRIC & TELEPHONE LINE
❑
TRAFFIC BOX
SIGN
T
O
TREE
G3 C
BUSH
PAVEMENT
C•
CONCRETE
TEMPORARY BENCHMARK (TBM)
0
.
ELEVATIONS
6IT
TOP OF CURB ELEVATIONS
T1o000
TOP OF WALK ELEVATIONS Tw .0
100
00
SILT FENCE —X—X—
UNLESS NOTED OTHERWISE UNo
NOTES:
1. THIS PROPERTY APPEARS TO FALL IN FLOOD ZONE X & SHADED X AS SHOWN ON
PANELS 8031 & 8040 OF THE FLOOD INSURANCE RATE MAPS FOR CURRITUCK
COUNTY, COMMUNITY NO.: 370078 DATED DECEMBER 16, 2005. FLOOD ZONE
INFORMATION SHOWN HEREON IS NOT GUARANTEED AND WAS APPROXIMATELY SCALED
FROM THE FLOOD INSURANCE RATE MAPS FOR THE CITY/COUNTY INDICATED. MSA, PC.
IS NOT A PARTY IN DETERMINING THE REQUIREMENTS FOR FLOOD INSURANCE ON THE
PROPERTY SHOWN. FOR FURTHER INFORMATION AND TO CONFIRM THE FLOOD ZONE
FOR THIS PROPERTY, CONTACT THE LOCAL COMMUNITY FLOOD OFFICIAL. FLOOD ZONE
DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT
IMPLY THAT THIS PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE.
2. NORTH MERIDIAN SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM, NAD 83 (2001) AND WAS ESTABLISHED FROM STATION "SURVEY"
(PID DE6465) AND STATION "B 210" (PID FX2340).
3. THE AVERAGE COMBINED SCALE AND FACTOR FOR THIS SITE IS
1.00011625.
4.ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 AND WERE ESTABLISHED
FROM NGS DISK B-210 FX 2340, ELEVATION = 4.80.
5. THERE ARE NO WETLANDS ON THIS SITE.
(TUCK COUNTY, NORTH CAROL
SHEET INDEX LIBRARY SITE DATA
MOYOCK PUBLIC LIBRARY:
CLO COVER SHEET
C2.0 OVERALL PLAN
C3.1 DEMOLITION & EROSION CONTROL PLAN
C3.2 DEMOLITION & EROSION CONTROL PLAN
C4.1 LAYOUT & UTILITY PLAN
C5.1 GRADING & DRAINAGE PLAN
C6.1 DETAILS & GENERAL NOTES
C6.2 DETAILS
C6.3 DETAILS
C6.4 DETAILS
L1.1 LANDSCAPING PLAN
L1.2 LANDSCAPING PLAN
L1.3 LANDSCAPING DETAILS AND NOTES
CAMPUS DRIVE & TULLS CREEK ROAD:
C7.0 OVERALL PLAN
C&2 DEMOLITION & EROSION CONTROL PLAN
N.I.C.
C9.2 SITE PLAN
N.I.C.
C10.2 PROFILE
INA
SITE AREA:
12.20 AC
DISTURBED AREA:
t5.98 AC
(CAMPUS DR)
t2.85 AC
ZONING:
PUD
PARCEL ID:
0022000078CO000
PROPOSED USE:
LIBRARY
BUILDING AREA:
t7,840 SF
PARKING REQUIRED:
26
PARKING PROVIDED:
45
WATER SUPPLY:
CURRITUCK COUNTY PUBLIC WATER
SYSTEM
DOMESTIC WATER DEMAND:
1.08 GPM
NEEDED FIRE FLOW:
1,000 GPM
WASTEWATER TREATMENT:
WASTEWATER TREATMENT: PRIVATE,
INDIVIDUAL
ON —SITE SUBSURFACE DISPOSA! SEPTIC SYSTEMS
SANITARY SEWER DEMAND:
10 EMPLOYEES/STAFF O 15 GPD =
150 GPD
N.I.C.
20 PATRONS ® 10 GPD =
200 GPD
TOTAL =
350 GPD
OWNER/DEVELOPER:
CURRITUCK COUNTY
MR DAN SCANLON.
COUNTY MANAGER P.O. • BOX 39
CURRITUCK COUNTY, NORTH CAOLINA 27929
PHONE [phone] EXT. 221
FAX [phone]
ARCHITECT:
ATTENTION: EDWARD LAZARON
THE DESIGN COLLABORATIVE
230 N. LYNNHAVEN ROAD
VIRGINIA BEACH, VIRGINIA 23452
PHONE [phone]
FAX [phone]
MsA, P.C_
NJ Environmental Sciences • Geosciences • Planning
Surveying • Engineering • Landscape Architecture
5033 Rouse Drive, Virginia Beach, VA 23462
757-490-.9264 (Ofc) 757-490-0634 (Fax)
www.msaonline.com
Offices in Virginia Beach & Virginia's Eastern Shore
THIS DOCUMENT IS THE SOLE PROPERTY OF MSA, P.C. VRGINIA BEACH, VIRGINIA. THE REPRODUCTION IN WHOLE OR PART, THE MODIFICATION OF ANY DETAIL OR
DESIGN, OR USE FOR ANY PURPOSE OTHER THAN THAT IITENDED BY MSA, P.C. MAY NOT BE MADE WITHOUT THE EXPRESSED WRITTEN CONSENT OF MSA, P.C.
O�
��MN it
_ GA CC I
LOCATION MAP
SCALE : 1 "= 3 MILES
COPYRIGHT ADC The Map People
Permitted Use No. 20081103
e,�!NTAL
�IT V SSION
R )IJALITY
PLAN STATUS
d
MOYOCK
DATE
INITIAL
DESCRIPTION
PUBLIC
6/05/08
CSA
SET FOR BID
LIBRARY
6/16/08
CSA
1ST COUNTY SUBMITTAL
7/18/08
CSA
2ND COUNTY (TRC) SUBMITTAL
7/21/08
CSA
1ST SUBMITTAL FOR STATE E&S/STORMWATER PERMITS
7/24/08
CSA
RESUBMITTAL FOR STATE E&S/STORMWATER PERMITS
C100
1 of 20 Sheets
PROJ. NO.: 05144A

+T6
MATCH LINE
THIS SHEET
STORM SEWER SCHEDULE
Al
END OF 30" PIPE
INV=0.71
A2 TO A7
50 LF - 30" RCP ® 0.10%
A2
STORM MANHOLE
RIM=7.80
INV IN=4.78 15)
INV IN=2.03 27 )
INV OUT=0.76 (30")
eTO A2
158 LF - 27" RCP ® 0.11%
A3
DROP INLET
RIM :7.80
INV IN=4.92 (15")
INV IN=2.30 27")
INV OUT=2.20 (27")
A4 TO A3
66 LF - 27" RCP 0 0.12%
A4
CATCH BASIN
RIM=7.59
INV IN=3.12 (18�
INV IN=2.48 (21 )
INV OUT=2.38 (27")
A5 TO A4
135 LF - 21 • RCP ® 0.15%
AS
CATCH BASIN
RIM=7.33
INV IN=2.78 (18")
INV OUT=2.68 (210)
eTO S
12 LF - 18" RCP ® 0.25%
A6
CATCH BASIN
RIM=6.49
INV IN=4.00 (6" RAIN LEADER)
INV IN=2.91 (18")
INV OUT=2.81 (18")
eTO e
157 LF - 18" RCP 0 0.22%
aaCATCH
BASIN
RIM=6.47
INV IN=4.00 (6" RAIN LEADER)
INV OUT=3.26 (18")
A8 TO A4
275 LF - 18" RCP ® 0.247
eA8
CATCH BASIN
RIM=6,98
INV OUT=3.77 (18")
A9 TO e
39 LF - 15" RCP 0 0.237
A9
CATCH BASIN
RIM=8.22
INV OUT=5.01 (15")
A10 TO A2
53 LF - 15" RCP 0 0.23%
A70
CATCH BASIN
RIM=8.21
INV IN=5.00 (15")
INV OUT=4.90 (15")
A11
CATCH BASIN
RIM=8.68
INV IN=5.57 (15")
INV OUT=5.25 (15")
Al2 TO A11
108 LF - 15" RCP ® 0.457
Al2
DROP INLET
RIM=9.00
INV OUT=6.06 (15")
ELEVATIONS SHOWN HEREON ARE BASED ON
NAVD 1988 AND WERE ESTABLISHED FROM
NGS DISK B-210 FX 2340, ELEVATION = 4.80
+J6
'? ` e
SAP O��
GAO
60' DRAINAGE EASEMENT
-D
MATCH LINE THIS SHEET
I I
OUTFALL
INV=4.0
I 19 LF-12" RCP ZA
ZA
STORM MHI
RIM=8.5
INV=4.0 I
+16 0�
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v,
SECTION A -A
N TS
BMP MAINTENANCE SCHEDULE
1. THE BMP SHALL BE INSPECTED MONTHLY AND AFTER MAJOR
STORM EVENTS FOR DEBRIS BY THE OWNER/DEVELOPER.
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR RECONSTRUCTING
THE BMP SHOULD IT MALFUNCTION OR CEASE TO OPERATE AT
THEIR OWN COST.
3. SIDE SLOPES AND EMBANKMENT SHALL BE MOWED AT LEAST TWICE
A YEAR BY THE OWNER/DEVELOPER/HOMEOWNERS ASSOCIATION TO
DISCOURAGE WOODY GROWTH AND CONTROL WEEDS.
4. THE OWNER/DEVELOPER SHALL REMOVE DEBRIS AND LITTER FROM
THE BMP AREAS TO PREVENT CLOGGING.
Q\�lF B5
s' STD ..tea �- 8.5 x -.
8
STD � � � �.. � �, � � ...�_ � � � � �.
185 LF-12" RCP 173 LF-12" RCP STORM MH IN WEIR 5
STORM MH 6.5 - \
RIM=9.0 AND 2" ORIFICE �- 5.5 MAIN POND PERMANENT
INV=4.0 RIM=9.0 x� ¢+� - ¢,5 POOL 141' X 82'
INV=4.0// �A _ \\ \
/ `�?` DISCHARGE 3.5 \
INV=0.5 2.5
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(SEE DETAIL SHEET C6.3) x&�' [/ g.i �t9'� '\ V)
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7
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6 QQE C 8 62 ems.- "�.J y 4 J
FOREBAY
x 72" APP[E
/5 .' . •.* . ` BZ _s, G ` _ 4 b {. 95
0 1 I\ E xV� GJ
'B" APPLE 15" A E
:•:%� ° 1a'CREPEMYR7LE � �- 9 tx
°� �} O:.'• 8• rC849 x89 G$,hb ,'�j "`x✓fib �_ A9 x 75'APPEE 8 ' #82
�y. •� V � -. � '� .�YP�J , 72'oPPCE PP 2"PECA " to \\ � - _/ •6�
AID
n
xe1 j
x82
100' PRiI/ATE
INGRESS/EGRESS/UALITY
EASEMENT FOR THE BENEFIT OF
PARCEL "A" "B' & PARCEL 'C"
(PC K, SLIDE 95--99)
xeg
xe5
ask� FOREBP AY OLE72'AX 88'
TC7.66 51
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63
�'St�
/
.' A4 11 x88I1 POSED N1TR1Fl00.(10N
1� PRO FIELD 57' x
J /
--- � US
FU-NRE CAM BY
- 70P OF BANK t! - f
-90 NOTE: 9
UPON COMPLETION OF THE NITRIFICATION FIELD INSTALLATION,
CONTRACTOR SHALL GRADE AREA TO PREVENT PONDING OF
SURFACE WATER AND TO ENSURE RUNOFF OF SURFACE WATER
AWAY FROM THE NITRIFICATION FIELD. 9
•** CAUTION "*
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF -HE CONTRACTOR.
CALL NORTH CAROLINA "ONE CALL": 1-800-632-4949
25 0 25 50
1 INCH = 25 FT
000
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C581
6 of 20 Sheets
SCALE: GRAPHIC
PROJ. NO.: 05144A

ISOMETRIC VIEW
NOTES:
i. DETECTABLE WAANIND DENIED SHALL C1U&n 2'-0' LENGTH AND FULL ISOM OF THE
RAMP FLOOR AS SHONN ON ME. DETAILS.
2. OBTAIN 7O8 CONTRAST VISIBILITY KITH MOINING SURFACE, EITHER LIGHT-ON-DAIiKe
OR DMK4N-L1011T SEQUENCE COVERING THE ENp RE RAMP.
MAO`WIDTH AREA 15 VNWtE
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WE_D_UXLIER__
c
o,Is•a To oaox
tl
TOP OUMfTR N LBN
THIN 50% TO NO A1Lr
TO
>7'
@
<�
TIAN aM TIE USE
Duunca
(tr
i
-
W
SIDEWALK (5 STU.)
9"fl 8" A
UTILIn STRIP
W
0.01 Nix.1
N-1
WNIP axe 2' OEIECIRWE D.Dz (■Ix.
G. Da xnz.1 a"
IROBM.)
D 2' ell CURD ZW1E1, =Vr o.0e (L
a.W
SE OII,TER�-0-04 (NOHN.)
--
\12 1 INK RAMP
SECTION
B-B
SIDEWALK 8'-0- '-4^
8U g TOP p
ELEVATIW TRANSlTIOH
R9
TRANDITION
CROP
_ WTTER
ARIA9LE SLtlPE6 NJT //
TO ,2:f (9.994
W
A I
VHA•S^ I
X
1 e
5'
0.011
6.01•
O'e'
9.8'
8.0'••
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0.0'
8'
0.0'
B.O'
7.9'
8.5'••
5'
2.1
7.9'
7 e'
S.0'
5'
2.8
1'
a.e'
6'
3.0'
B.B'
O.9'
4.4'
5'
9.5'
9.9'
5'
a.0'
9.8'
e 8
3.01
5'
a.5'
10 3'
B 7'
3.4-
6'
S.0'
tlY TO Ai TO
2.E`��
B K.
U• I JN_ �L
D = DISTANCEOINT FRONT12 EDGE OF. B[DEMAE.
-(-
TO BACK POINT OF 12:1 (IRED SLOPE.
:.}
•y '>
•BACK OF SIDEWALK DRDP REWIRED FOR ALL
' .e.'"� �FPEf ELM •9•
SIDE1VkLJC SLOPES.
CONCRETE
•• BACK OF SIDEWALK DROP REWIRED FOR
SIDEWALK SLOPES 0.04.
DETECTABLE WARNING DOMES
PLAN VIEW
DUAL RAISE
MANY RADII
- (40" MIN. FLOOR WIDTH)
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It" RAD 9" 9 S4^ BAD-. 2" RAD PAVEMENT 1�" HAD. SURFACE
S•¢H HAD. 6' 2 _Dn 1/" RAD Lq" RAD. SURFACE N1¢C=ao
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2, Err _ 1.94" RAD. 1r_6n ..'... p ..r ZOFO-I¢
2'-6" CURB AND GUTTER 1r-6" CURB AND GUTTER 8" 9' o~-o
B" X 12" OR 18" 9" X 12" OR 18" o
CONCRETE CURB CONCRETE CURB
4'_O
2'-0-rP 2'.0„ EDGEOOFO
- PAVEMENT - 2" HAD. 2'-0"
Q 4: T all 2'-4" MIN. _.... 1/a„ RADIUS 1! in
1r - On 11- D,
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EXPRESSWAY GUTTER SHOULDER BERM GUTTER „ „ 3 8 X 6 MEDIAN CURB VALLEY GUTTER
SECTION VIEW OF CURBS OR CURBS AND GUTTERS CO
GENERAL NOTES: FILL g'6" x 1" DEEP Z 0 1
GROOVED OR SAWN
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT Q W �
JOINT WITH JOINT
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN I rp F- G7
SEALER
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT SEALER W
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1�" GUTTER = I! C
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. Rom' PAVEMENT - SURFACE J z Q
° SURFACE -
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF O C
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.v-
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 11�" DEEP. W
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB,
WITH JOINT FILLER AND SEALER. PROPOSED
WITH & GUTTER PROP. rr I
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO PAVEME�Lr JOINT FILLER
ALL RIGID OBJECTS. - JOINT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
_ IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET I OF 3
846.01
G
2" ASPHALT CONCRETE, NCDOT
TYPE SF9.5A OR S9.5B
• WW ,
�Wl
h 9.OB
RIAL,
1- GEOTEX11LE GEOFABRIC (MIRAFI
50OX OR EQUIVALENT)
COMPACTED SUBGRADE
NOTES:
* AGGREGATE BASE MUST BE COMPACTED TO AT LEAST 100%
OF THE STANDARD PROCTOR (ASTM D 698)
* SUBGRADE MUST BE STABLE AND APPROVED BY THE
GEOTECHNICAL ENGINEER AND COMPACTED TO AT LEAST 95%
OF ASTM D 698
CAMPUS DRIVE PAVEMENT SECTION
NTS
EXISTING GROUND
12'
NOTES:
CONSTRUCT STANDARD SIDEWALKS' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE. JOINT 1" DEEP WITH Va" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1-�" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
RAD
A SURFACE OF
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TRANSVERSE EXPANSION JOINT csEl STD. e48.o11 ¢ O)
IN SIDEWALK PLAN VIEW a H
LU
1/2" EXPANSION JOINT n " W
ca
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FILL WIDE x 1 DEEP GROOVED OR
= Z
SAWN JOINT WITH JOINT
rn 0
SEALING COMPOUND
0
BUILDING,
WALL, ETC.
LB" PAD 1/8" RAD
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PROPOSED '
CONCRETE PROP- C&G
CONC. PAVEMENT
SIDEWALK
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
SHEET IOF'
848.0'
NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
z
0 y
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE
THE ENGINEER WITH DETAILS OF fHE PROPOSED STEPS AND HAS RECEIVED WRITTEN
SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
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PLAN
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COMPOSITE
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REINFORCING STEEL
ELEVATION
N3 DEFORMED
_ 12" _I
NOTE
DO NOT USE IN
_
-
STEEL ROD
r-
SANITARY SEWER MANHOLES.
SHEET 1 of I
SECTION A -A
ELEVATION
840.66
10:1 SAFETY BENCH
FOREBAY
VARIABLE
EXISTING 4" CLASS EXISTING
GROUND 'A-3' CONC GROUND
2, 2,
T
VALLEY GUTTER
NTS
10:1 SAFETY BENCH
100 YR STORM = 6.21 v
10 YR STORM = 5.57 v_
TEMPORARY POOL ELEV = 4.70
GROUND WATER=3.0'- 3.5'
BELOW EXISTING GRADE
WET POND (BMP) SECTION B-B
NTS
-J.D -
�MAIN POND
VARIABLE
PLAN
SECTION A - A
OUTFALL MANHOLE W/ WEIR
NTS
4" SHELL SAND 6 ABC SIZE
AGGREGATE FNCDOT TYPE 'A'
`SOIL REINFORCEMENT FABRIC
COMPACTED SUBGRADE
TO 95% DENSITY
SUBGRADE COMPACTED TO 95% THEORETICAL DENSITY (VTM-1)
OPTIMUM MOISTURE CONTENT.
• IF SUBGRADE SHOULD BECOME EXCESSIVELY WET IMMEDIATELY
PRIOR TO OR DURING CONSTRUCTION, THEN IT SHOULD BE EITHER
SCARIFIED, DRIED AND RECOMPACTED OR UNDERCUT AND REPLACED
WITH A SAND SUBBASE.
SHELL SAND AGGREGATE SECTION
EXISTING GROUND
ZIP
• e1
= 4.70
= 4.00
2" TYPE SF9.5A 8 ABC SIZE
OR 59.5E �NCDOT TYPE 'A'
\-COMPACTED SUBGRADE
TO 95% DENSITY
SUBGRADE COMPACTED TO 95% THEORETICAL DENSITY (VTM-1)
OPTIMUM MOISTURE CONTENT.
* IF SUBGRADE SHOULD BECOME EXCESSIVELY WET IMMEDIATELY
PRIOR TO OR DURING CONSTRUCTION, THEN IT SHOULD BE EITHER
SCARIFIED, DRIED AND RECOMPACTED OR UNDERCUT AND REPLACED
WITH A SAND SUBBASE.
PAVEMENT SECTION
NTS
Flexible Pipe -to -Manhole Connectors
The NPC Kor-N-Seal® pipe to manhole connector was introduced over 25 years ago and
is the most widely used flexible connector in sanitary sewer applications throughout the
world. Kor-N-Seal connectors meet or exceed ASTM C-923specifications.
Click _here _for Kor_N-Seal -Installation- Instructions
The tables below list the sizes available for the Kor-N-Seal I and Kor-N-Seal II
connectors.
All dimensions are in inches.
KOR-N-SEAL 1: CONNECTORS FOR PIPE DIAMETERS 1"-18"
Nominal Pipe Hole
Hole Size Model No. O.D. Range Size Range
7" S106-7SWP 1.80 - 4.80 6.995 - 7.055
T' S106-7WP 3.50 - 4.50 6.995 - 7.055
8" S106-8S WP 4.20 - 6.40 7.995 - 8055
7" S106-7ST 1.80 - 4.80 6.995 - 7.055
7" S 106-7T 3.50 - 4.50 6.995 - 7.055
8" S106-8ST 4.20 - 6.40 7.995 - 8.055
8" S 106-8T 5.10 - 5.90 7.995 - 8.055
loll S406-1OAWP 6.00-6.75 10.000 - 10.200
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SHEET
C63
9 of 20 Sheets
SCALE: NONE
PROJ. NO.: 05144A