HomeMy WebLinkAbout0104 HARBOR BLUFFS ROAD - Health 104 Harbor Bluffs'Road
Hyannis;
<:A= 325 -'101 SEWER
0
m
10 m
NOTES:
TOP OF FOUNDATION 1. EAiSTiNG STRUCTURE AND ALL UTILITY CONNECTIONS ARE TO BE
ELEV. = 108-_ REMOVED FROM SITE.
2. ALL UTILITY SERVICES ARE TO BE REPLACED WITH NEW SERVICES.
3. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
4 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
10.Uu ------ IS TO CALL "DIG-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
4" SCHEDULE 40 PVC PIPE PRIOR TO COMMENCING WORK ON SITE.
SLAB ELEV. = 100_ (OR EQUAL) MINIMUM 5. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
PITCH 1/4" PER FT. 4' MIN SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
SEE STUB IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
CONNECTION IMMEDIATELY.
DETAILS 6. PARCEL IS IN FLOOD ZONES 9 & C__
ELEV. _ _S$�_ 7. LOT IS SHOWN ON ASSESSORS MAP _ 2�9__- AS PARCEL
8. INSTALLATION OF SEWER LINE IS TO BE COORDINATED WITH ALL
OTHER UTILITIES.
J 4�.� 9. SHORING OF EXCAVATION TO BE DONE IN COMPLIANCE WITH STATE
SEWAGE DISPOSAL SYSTEM PROFILE / rs •� '�'" = AND OSHA REGULATIONS.
NOT TO SCALE INV, • _ "Z 10. PIPE TRENCH IS TO BE FREE OF ROOTS, STONES LARGER THAN 3"
--_' - � IN DIAMETER, AND DEBRIS.
`".`^--• l.` .4. ' p,.Ys.wp 11. ARRANGEMENTS FOR TRAFFIC CONTROL ARE TO BE MADE BY THE
EXCAVATION CONTRACTOR.
12. A MINIMUM OF 4' OF EARTH COVER IS TO BE PROVIDED OVER PIPE
op 13 WATER LINE IS TO BE KEPT AT LEAST 10' AWAY FROM SEWER LINE.
n.
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101.21 +
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9AIIILIN6 - 107. / GPaJ `., cif _ •�.rtM' `n
1 6.3 TOF=107 D6� I �j Sc". -1;:)
!? SLAP.=59 y 1 � � P Vc P
PROPOSED DWELLING , r` ,
99.6 - 1 4 BEDROOMS 5 7' <r.
TOF 108.00
INV,= 10
91.95 -4 .104.3
6 1' P C ww coaA.gii
.��._. -
t' 100.3 - �...... i
0 r 7' X J7' PORCH,
.4
9 O r / 105.2 105.8 • 105.8
I 1
D 97.6
VT} 97.4 b (io4J fl -
LOT 668 67
3 • ±103.6 11,981.5 t 5,F
96.8 \(r°�J .__ _ 102.44 STUB CONNECTION
DETAILS
(IF NOT EXISTING)
- \(i NOT TO SCALE
96, 4�
RIM=96.3 APPROVED:T-90.02 BOARD OF HEALTH
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� f1£VAla0Y lMQO'
U
/- (ASS(p1ED) S FFS �� 95.6
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r
• 96.24
S 96.3 D -------�� �! ----
El 96.1 _' S r RVl• ono n71 1 p
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9 8.4 1 N MAIN ;' _ - �OR
;
sou
T DUBIIN CONSTRUCTION l
LEW/S SA K
O \ ' // �•� LOC LOT 66 /67, HARBOR BLUFFS RD.
BA LNSTABLE, MASS.
O�,D HARBOR
LOT COVERAGES:
PROPOSED DWELLING 2025.67 S.F. 16.91 %
FRONT PORCH 259.0 S.F. 2.16 % t
SCREEN PORCH 112.0 S.F. 0.93 9: t S �� __ ® 235 GREAT WESTERN ROAD
508- P. 0. BOX 713
TOTAL 2396.67 S.F. 19.98 % t ! o 0 1`�. 398-3922 SOUTH DENNIS, MASS. 02660
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LEGEND:
a.3i
,;� o / ,; DATE DUNE 6, 2006� 20'
RBOR BL UFFSEXISTING SPOT EL VATION 0 XO ; REV. JOB N0. �
EXISTING CONTOUR ----00---- i ;,FINAL SPOT ELEVATION Ak I,C' DULY 11 , 2006 6365-00FINAL CONTOUR "�� �/
UTILITY POLE -O-
TOWN WATER -WSW
TOWN SEWER -S s G""�"" ' "' �,� �� LOCATION MAP IRE" SHEET 1 OF M1
C: 1 58 PROJ 1 6365-00 I dwq ; 6365-sas.DWG f 2006 SWEETSER
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