HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/5/2013 (2)m1p
N Y
V1 U 111 f _1
NO SCALE
`
LINE 0P OF SWALE WITH
CD JUTE EROSION BLANKET
Lo
EXISTING
C5 4-1 SLOPE
GROUND TP.
12" TOPSOI ... NATIVE SOIL
TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS:
75-80 PERCENT TALL OR MEADOW FESCUE
10-15 PERCENT SEASIDE /COLONIAL 8ENTQRASS
5-10 PERCENT REOTDP
HIO—SWALE DETAIL
NO SCALE
NOTES:
1. TAX LOT 17-02-34-3 1-3002.
2. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
3. TH SUBJECT SITE |3 LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN.
4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET T0 THE WEST ON THE NORTH SID[ OF MAIN STREET
5. IMPERVIOUS AREAS: TOTAL = 6.548 S.F. (BUILDING = 1'882 S.F., PAVING = 3.817 S.F.. SIDEWALK = 970 S.F.)
G ' TOTAL AREA = 11' 841 3' F
' 4r h A wr° }
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/lKJ{-[}U C -/k/ /-rE' LJ\ Y |\ | / L/| i\l'
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CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK
\
c CONSTRUCT 6 ^ CURB & CUTTER
\ CONSTRUCT B" CURB ONLY
\ ^
+ CONSTRUCT 4 TH|CK CONCRETE SIDEWALK
) CONSTRUCT STANDARD DRIVEWAY PER C\TY SJD&
\ "
|NTALL 4 PVC SOR 35 STORM DRAIN OR APPROVED EUAL
7)
INSTALL B^ PVC SOR 35 STORM DRAIN OR APPROVED E0UAL
INSTALL 12)" PVC SDR 135 STORM DRAIN OR APPROVED EQUAL
\
INSTALL 12 "
D|A INLET WTH ATRIUM GRATE
Do INSTALL. 8" CLEANOUT
D |NSTALL 6 , PVC SDR J5 SAN|TARY SEWR OR APPRDVEO [UA L
I9 CONSTRUCT 8|O-Sr'%!ALE PER DETAIL HEREON
CONSTRUCT 2 . WIDE OP[NN!NC IN CURB
4) INSTALL 2' '4\DE RIP RAP APRON
CONNECT TO [X}3T}NC INLET
Tl
X. TREE
`_X. POWER POLE
X. TELEPHONE
-__'_
X. MAILBOX
SCALE: 1" = 10'
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N Y
V1 U 111 f _1
NO SCALE
`
LINE 0P OF SWALE WITH
CD JUTE EROSION BLANKET
Lo
EXISTING
C5 4-1 SLOPE
GROUND TP.
12" TOPSOI ... NATIVE SOIL
TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS:
75-80 PERCENT TALL OR MEADOW FESCUE
10-15 PERCENT SEASIDE /COLONIAL 8ENTQRASS
5-10 PERCENT REOTDP
HIO—SWALE DETAIL
NO SCALE
NOTES:
1. TAX LOT 17-02-34-3 1-3002.
2. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
3. TH SUBJECT SITE |3 LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN.
4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET T0 THE WEST ON THE NORTH SID[ OF MAIN STREET
5. IMPERVIOUS AREAS: TOTAL = 6.548 S.F. (BUILDING = 1'882 S.F., PAVING = 3.817 S.F.. SIDEWALK = 970 S.F.)
G ' TOTAL AREA = 11' 841 3' F
' 4r h A wr° }
n
/lKJ{-[}U C -/k/ /-rE' LJ\ Y |\ | / L/| i\l'
/ .
} )
CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK
\
c CONSTRUCT 6 ^ CURB & CUTTER
\ CONSTRUCT B" CURB ONLY
\ ^
+ CONSTRUCT 4 TH|CK CONCRETE SIDEWALK
) CONSTRUCT STANDARD DRIVEWAY PER C\TY SJD&
\ "
|NTALL 4 PVC SOR 35 STORM DRAIN OR APPROVED EUAL
7)
INSTALL B^ PVC SOR 35 STORM DRAIN OR APPROVED E0UAL
INSTALL 12)" PVC SDR 135 STORM DRAIN OR APPROVED EQUAL
\
INSTALL 12 "
D|A INLET WTH ATRIUM GRATE
Do INSTALL. 8" CLEANOUT
D |NSTALL 6 , PVC SDR J5 SAN|TARY SEWR OR APPRDVEO [UA L
I9 CONSTRUCT 8|O-Sr'%!ALE PER DETAIL HEREON
CONSTRUCT 2 . WIDE OP[NN!NC IN CURB
4) INSTALL 2' '4\DE RIP RAP APRON
CONNECT TO [X}3T}NC INLET
Tl
X. TREE
`_X. POWER POLE
X. TELEPHONE
-__'_
X. MAILBOX
SCALE: 1" = 10'
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