HomeMy WebLinkAbout0023 CAMMETT ROAD - PLANS (3) i
7 - "ACME" PRECAST GALLEYS "ACME" 3 HOLE RESIDENTIAL
G444 H2O OR EQUAL W/2' 3/4" DISTRIBUTION BOX OR EQUAL
CB FND (DISTURBED)
TO 1 1/2" WASHED STONE ALL USED CENTER
AROUND Ln
CN
"ACME" 2000 GALLON SEEPTIC 0
TANK ST 5' X 5'- 10" OR EQUAL 0
v� L
HOLD COORD ® BRB (FND) r� W
EXISTING BUILDING 0
CB/DH FND �� �� m -17
0.17 SL TO CB
0Q
U�
_ 523.55' PROPERTY LINE CB/DH FND (TIPPED) I <
13
N 47'31' " W 0.01 SL TO CB
523.73' CB TO CB =
QU
Qo -
N LJ Q S
r Q
2 T� `90,� RESERv AREP J LIMIT OF CLEARING Do ~
4' X 8' CONC. LANDING ` LEPON1NG- p Q� Q
j O W
NEW DOMESTIC & SPRINKLER WATER SERVICES
78 0 N 5150.00 WD DECK AND RAMP 1 AS REQ. BY CODE AND C.O.M.M. WATER DISTRICT
E 4900.00 2� TYP h 140• ( ) N 1 /
2 96� NEW GAS SERVICE GAS MAIN
Tp 26' ` NEW U.G. ELEC. PHONE & CATV SERVICE T'S d�
N
TBM ® HYDRANT SPINDLE Lg294� � !/- SB/DH FND o
EL = 100.0' (ASSUMED) 26 i 0
HYDRANT TAG BOLT # 1087 `961 n
i Cj
°o
AG Ov�LiNE �� � �
2" THK. BIT. CONC WALK _ BV�LQ� c 50 �> Z
(TYP)
1 1 Jf Al uacy�
low
01
52' 7 51
6" CURB406
51
GENERAL NOTES: Lp 5'R cn �g6
\ �� �y6
1. ALL MATERIALS AND CONSTRUCTION METHODS / p 20'R
SHALL CONFORM WITH COMM. OF MASS. TITLE V EDGE OF EXG. PAVEMENT 1 �90 2" THK C• SE '�'
AND TOWN OF BARNSTABLE BOARD OF HEALTH o.9S8 W 2 1�OVS Co COMP BP
REGULATIONS. 81�1M1N S ON
CHILDREN" �� Cg�.O� O'D DRY gSTRPTE p" 9
2. ALL SEPTIC SYSTEM PIPING SHALL BE 4'0 9�9 O r�. PARKING PNO Sv 0)_ "CAPE COO
l <v OG
SCH 40 PVC.
3. THE WATER SUPPLY FOR THIS LOTS IS MUNICIPAL ° 2 0'R h U
WATER. LINES FROM THE STREET SHALL BE (9T•5�
LOCATED APPROXIMATELY AS SHOWN. NO OTHER 20'R
POTABLE WATER SUPPLIES ARE KNOWN TO EXIST 97.51 t T. 2
WITHIN 200 FEET OF THIS PROPERTY. 20'R 20'R C
4. LOCATION OF EXISTING UNDERGROUND UTILITIES SEPTIC SYSTEM DESIGN DATA: � /9
SHOWN ON THIS PLAN IS APPROXIMATE. AT LEAST
72 HOURS PRIOR TO ANY EXCAVATION FOR THIS STRUCTURE: 8J
PROJECT WORK, THE CONTRACTOR SHALL MAKE THE LIMITED GROUP RESIDENCE ~
REQUIRED NOTIFICATION TO DIG SAFE 1-800-322- ,p2 90' �� 40 OO /
Q (
4844) AND TO THE CENTERVILLE OSTERVILLE WATER DESIGN FLOW: `S�s su'R �� 20.00' 05
DISTRICT (428-6691) FOR VERIFICATION OF 7 BEDROOMS ® 110 GPD/BDRM = 770 GPD RO � -�
LOCATIONS. NO GARBAGE GRINDER QF,c �� 90 �� J=
C 20'R
5. ALL UTILITY SERVICES SHALL BE LOCATED AND SEPTIC TANK: ��Q� '� J
INSTALLED IN CONFORMANCE WITH ALL APPLICABLE 1.5 X 770 GPD = 1155GPD
RULES AND REGULATIONS OF AGENCIES HAVING USE 2000 GALLON SEPTIC TANK '�/ S LIMIT OF CLEARING 3 �'
JURISDICTION. ROUTING INDICATED ON SITE PLAN BLEND APRON TO AD
IS DIAGRAMMATIC ONLY. LEACHING FACILITY: EXISTING PAVEMENT �7 p /
Z
7 G444 GALLEYS W 2 STONE �SIDE AREA: 2(8+32) X 3.3 = 264SF r F 90, O
BOT. AREA: (8 X 32) = 256SF 7 _________
__. CAPACITY: (2.5 X 264) + (1.0 X 256) 969 >
916GPD 111101y� 74>9 , 8 3 wL t
ASSESSORS LOT NUMBER: �'p O . 01 LEGEND
MAP 79 PCL 29 LT �O
90• CB/DH FND
LOT AREA:
BRB FND � w
63,136SF DISTURBED � ~
EXISTING CONTOUR U w O
F- Z Q� '
pg5 [90] PROPOSED CONTOUR -' O Q
R=39.12' EXISTING TREELINE > CD J O
TOP FND 98.5 Q Q �
EXISTING GRADE � CL
� PROPOSED LIMIT OF CLEARING cr-0 � W U O CL
E DISTRIBUTION BOX SOIL TEST DATA 3 F TEST PIT LOCATION O Z
95
PROPOSED GRADE DATE: July 16, 1991 ST # 7779 [90.551 PROPOSED SPOT ELEVATION
24" RISER AND L.D. C.I. COVER ® GRADE EXCAVATOR: Merriam EXISTING UTILITY POLE
B.O.H. AGENT: ED BARRY (BARNS.) LOCATION: TP2
PROPOSED GRADE ENGINEER: ELLIS & THULIN, INC. '�� -O- EXISTING STREET SIGN
INV. 88.00 LOCATION: TP1 ELEV. DEPTH v W
cv �
90 _ _ _ 90.0 0.0 `0 a N EXISTING WATER GATE d
e PVC DUFF - L.S. SUBSOIL
S-0.023 4' PVC ELEV. DEPTH �' vi
S-0.005 r PVC _
S-0.1e0 _ 88.2 0.0 �' w EXISTING WATER MAIN
INV. 88.90 INV. 88.25 - - - - _ DUFF - L.S. SUBSOIL �� 1<
� � EXISTING GAS MAIN � � N w Q
INV. 88.50 --
INV. 88.17 ^ � z ~
_T.T-- INV. 87.00 86.0 4.0 0' PROPERTY BOUND � /V 0 D
-- - -.- -- ---- GRAY FINE SAND N00 w LL
85 84.7 3.5 AND SILT
GRAY FINE SAND POCKETS OF MED. SAND �$ p EXISTING TREE TO BE Ln Q
AND SILT 83.0 7.0 " RETAINED � ('� c z 3
PEASTONE TO TOP OF GALLEY POCKETS OF MED. SAND MED. SAND & GRAVEL U
w
TR. SILT EXISTING HYDRANT F- w Q Q
2000 /- TOP 1 1/2" STONE 81.0 9.0 Am PERC 2 MIN./IN O ? V)
qw
GALLON 80.60 80.2 8.0 BOTTOM
❑ ❑ ❑ oao v ❑ a O o NO GROUNDWATER
❑ oaa W
TANK aao 000 aao v❑a ❑ov 000 aoa MED SAND & GRAVEL
80 SEPTIC ❑ W
CODE000 000 ❑❑❑ ❑a❑ oao oao TR. SILT SB/DH FND
MODE000 ❑❑a OOO 000 000 OaoO
aao aaa aav ❑❑❑ oao ❑oa o❑oa - BOT. OF STONE HOLD LINE 0 ~
78.2 10.0 v z � 0 �
❑000 000 000 000 000 000 nnnn 76.90 MEDIUM TO COARSE SAND o O
TR. GRAVEL LL L
Liw
75 7 - G444 GALLEYS W/2' STONE I t : o
32.0' SITE PLAN
17.3' 17.4' j j. 6.6' NOTE:
PROVIDE WASHED STONE 6" DEEP UNDER zo o io zo 4-0 eo
INLET GALLEY AS SPLASH PAD.
70 BOTTOM ( IN FEET )
NO GROUNDWATER 1 inch = 20 ft.
SECTION THRU SEPTIC SYSTEM-
91 - 037
1 in. = 10 ft. HORT.
1 in. = 5 ft. VERT. SHEET 1 OF 1