HomeMy WebLinkAboutApproved Plan 4.14.2025LEGEND.
— 99
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
nil
TEST HOLE
El
CONCRETE BOUND
Q-
UTILITY POLE
FIRE HYDRANT
CATCH BASIN
LIGHT POST
�Oo
WATER SHUT OFF
— X
FENCE
W—
WATER LINE
G
GAS LINE
— OHE
OVERHEAD ELECTRIC
S
SEWER LINE
MITIGATION CALCULATIONS: NOTES
HARDSCAPE 0-50' 50-100'
EXISTING: 3024 SIF 44 SF
PROPOSED: 3223 SIF 44 SF
INCREASE: 199 SF 0 SF
REQUIRED MITIGATION 199*4=796 SF
(600 SF± PROVIDED)
1. DATUM IS NAVD$$
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN.
5. SALT MARSH FLAGGED BY BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING 1/28/2025.
6. ROOF RUNOFF/DRIP LINES TO BE DIRECTED TO STONE
�V TRENCHES.
i ® Lei.
OF
YARMC-)UTHPORT, MA
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PREPARED FOR
Vtl
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DATE: APRIL 14, 2025
✓ 508-362-4541
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. _..w _.WO A1.060 ffififtefrift4f2
civil engineers
Scale:1"= 20' land surveyors SURVEY: NHO
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street (Rte 6A) DRAFTED BY: CJF
0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 CHECKED BY: _
25-039