35-16Minor Mod Blockade Runner Oversized Plan

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2 SPIKE-"� P. 0. L.
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BULKHEAD PO WER
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PER
BOOK 911
PAGE 811
WOOD
WOOD PIER S TEpS 44
Z
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4 RUBBER
BOLLARDS
NOW OR FORMERLY
-FOUR SEASONS MANAGEMENT SERVICES, INC.-
-ASPHALT- BOOK 0911 PAGE 0811 -ASPHALT- 4RUBBER
-
PARCEL ID No.: R06312-004-010-000 BOLLARDS
ADDRESS. 275 WAYNICK BOULEVARD
C) p OHP
CROSS
WALK
OOE YELLOW LINE ALONG � OF ROAD
LID DUBL
#76 (WA YNI CK B 0 UL E VA RD) (6o' PUBLIC RIW) WA TER
48" 0 JUNCTION BOX
100'RADIUS OFFSET FROM METER ix
DROP INLET WITH DIVERSION WEIR am x
TOP. PUBLIC WATER SUPPLY WELL 0
INV: 1. 84 CONC. CONC.
GU TTER GUTTER
S35*09'47"W 15.51 290.00'(TOTAL)
ROPE FENCE WITH WOOD POSTS 27000' INFILTRATION BASIN R Lqrp L CE WTH WOOD POSTS
INV.= 1.5' 3-24" PERFORATED PIPES C1 INV.= 1.5'
E.I.P. 10.5
AM
0 m 0 14, 0
P. 0. L. ---- --- - m ------------------------
KA YAK
IPE'S
RA CK
-21-55' 18" SOLID PIPE
(NO PERFORA4NS)
WOOD
L STEPS
WOOD BULKHE
Neel
18"RCP
INV: 1. 54 GAZEBO
(4)GUY-
FOUR SEASONS MANAGEMENT SERVICES, INC. WRES
RIP -RAP BANKS CHANNEL AREA(0.32± ACRE)
A PPROXIMA TE BOOK 911 PAGE 811
L OCA TION OF N.H. W PARCEL ID No.: R06J12-004-010-000
DIVISION OF COASTAL
MANAGEMENT AS PER
ROBB MAIRS 01116115
OVERLAP FABRIC
NON -WOVEN 12" AT SEAM
GEOTEXTILE FABRIC 1211 1211 FINISHED GRADE
SPACING SPACING
6" 1 1 - I 1 ..a-
6"
6" MIN.
_16" MIN
COVER'
DROP INLET
TOP, 5.35
IN V: 2.15
24" PERFORATED PIPE
(TYP. OF 3)
SELECT GRANULAR STRUCTURAL J STABLE FOUNDATIONMATERIAL (NATIVE)
BACKFILL (WASHED #57 STONE) NON -WOVEN
GEOTEXTILE FABRIC
NOTES:
1. ENTIRE INFILTRATION BASIN SHALL BE LINED WITH NON -WOVEN GEOTEXTILE
FABRIC PRIOR TO INSTALLING STONE BACKFILL AND CMP PIPE. FABRIC SHALL BE
WRAPPED AROUND ENTIRE EXTERIOR OF BASIN WITH 12" OVERLAP ON TOP.
2. ALL SUBGRADE SHALL BE SCARIFIED AND LEVELED PRIOR TO PLACEMENT OF
SEPARATOR FABRIC AND STONE BACKFILL.
3. A MINIMUM 6" WIDTH/SPACING SHALL BE USED BETWEEN CMP PIPE AND
PERIMETER OF INFILTRATION BASIN.
4. CONTRACTOR RESPONSIBLE FOR CONSULTING PIPE SUPPLIER ON COMPACTION
METHODS/EQUIPMENT PRIOR TO BACKFILLING TO PREVENT EXCESSIVE
DISTORTION OF PIPE.
INFILTRATION BASIN DETAIL
SCALE:NTS
DIVERSION WEIF
INV.= 4.' ,
PLAN VIEW
SCALE: 1"=20'
JUNCTION BOX WITH
DIVERSION WEIR DETAIL
SCALE:NTS
v 6—
MAR 21 2016 24" PIPE FROM
WAYNICK BLVD.
C V.HD CITY
SUBMERSIBLE
SUMPPUMP
TO CISTERN
18" PIPE TO
INFILTRATION GALLERY
IPE TO
TRATION GALLERY
12
24" PIPE TO
BANKS CHANNEL
.1
— wo
DROP INLET
TOP: 5.67
IN V: 1.99
DROP INLET
TOP: 5,22
POSED INV: 1. 70
20' 10, 0 20'
SCALE1 1" =20" —0"
LOCATION
AT104N TERN
CISTERN
CIS
E, *P,
E.I.P.48"
0 JUNCTION BOX
WITH DIVERSION WEIR
(SUMP DRAIN IN BOTTOM
OF STRUCTURE)
X
2 0 0 x
0,
0. 00'
X
X
INV.(18")= 1.6'
1
ELECTRIC
BOX
CNN
x
ELP,
P.
18" PIPE
24 "RCP
INV: 1.33
V.
S3509'47"W.1'
40 1 20.00' 1
m
DIVERSION WEIR
INV.= 4.2'
JUNCTION BOX WITH
DIVERSION WEIR AND SUMP DETAIL
SCALE:NTS
REPAIR ANY PORTION OF STONE WALK
OR WOOD DECKING DISTURBED BY
PIPE INSTALLATION
SECTION A —A
STERN
UBMERSIBLE
UMP PUMP
j
6" :f
FOR PERMITTING ONLY -
NOT FOR CONSTRUCTION
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