HomeMy WebLinkAbout2013-02-08 Site Plan NOT LDP Stephen Smolak NOTES:
PAWENT LIMIT 1. VERTICAL DATUM TAKEN FROM
FC1R TRNCI TOWN OF NORTH ANDOVER SEWER PLANS
IN PAVEMENT OUTSIDE PAVED AREA
. CRUSHED STONE FILTER TO BE USED DURING CONSTRUCTION.
1.75" TYPE WT. CONC. WEARING COURSE � 4" LOAM AND SEED
GRASS AREA \€
g
n TYPE I UIT. CONIC, BINDER COURSE , PERIMETER DRAIN SHALL BE 4" P.VC. NTH CRUSHED
M RA ERI E � � STONE AND FILTERFABRICPAPER.
O STEEL���pp g{�( p;g�yl}/y_@�pg�§g�y ROVED EQUAL v � � # °¢� �/� ♦ MAX AUTHORIZATION` FROM THE T" ` E , F � ANDS MUSS' E
M1� M[a�n k�EVHTe �E�43EC§.t �i Cif�;♦P `.'; fV 4 TRENCH �.
11' BANK RUN GRAWL AS PER MASS 0,. ALL AREAS WHICH ARE BEYO&M PAYMENT LIMIT UNES RECEIVED PRIOR TO BACK FILLING.
Y CS. 1. A 16 D DI D A ; ,COON
TYPE g � `�" OR WARRANTEE PERI S� l . E BACK FILL SHALL BE PERFORMED UNDER THE INSPECTION
�� r REPAIRED BY CONTRACTOR AT , D
TO E c AUTHORIZED T ' PERSONAL.
COMPACTED AAC ( -TALL BE SUITABLE 6 SEWER SEI W E TO BE CONNECTED PER TOWN OF NORTH ANDOVEI
I �---- CONTRACTOR TO PROVIDE FOR A SAFE
EXCAVATION MATERIAL NOT EX r SFE IFI ATIC IS.
A C REQUIRED
COMPACTORS EACH LA
EIR ::.:.,.• ... Comm I ) 7. WA7ER SERVICE TO BE CONNECTED PER TOWN OF NORTH ANDOVER
UNDISTURBIED EARTH A� ORGANIC OR S E I I A TIONS.
8- 0 MATERIALSREMOVED
EXCAVATE E BA � Ac I $ LIFTS
8. THE CONTRACTOR DUST VERIFY ALL UTILITIES
SILT FENCE, GOT 'Cr RING GAMIN. _
UNDISTURBED EXISTING BURY A MINIMUMF BOTTOM OF TIRENCH:
IC T START F EXCA VA TION B CALLING
CAL
MATERIAL. 4" OF FABRIC. S
UNSUITABLET_ AL ` $ TO 'Ir CRUSHED STONE BEDDING MA10WAL GRADMASDID—SAFE AND LOCAL U77LITIES.
REPLACE Tl GRANULAR A FA PER S DPW M 2.01. Imo. I
R OSI OCONTROL FULLY AC I TT EXCAVATED I E FULLY C PA THIS SITE S LOCATED I PRIORITY HA 1 TA T 1339.
TRENCHD I D BY TI'I LI3 CENTER OF PIPE F CT`K OF PIPE; INST&LATIONI&
ENGINEER S11 T FENCE SC TIRENCIJ BA SHALL BE CONDITIONS.PAYMENT `� s � � e--- �
E vATi — A Ic . REFERENCES. DEED BOOR 111m3 DACE '
GEOTDCME F
I 113 I C AT T14E I FAQBETWEEN
II BOTTOM AND SIDEWALLS WHERE FLAN 15467 MASS. HIGHWAY LAYOUT 7703
REQUIRED BY UNSTABLE OR UNSUITABLE SOILCONDIII-POM
TYPICAL SEWER TRENCH DETAIL 11. PROPOSED TOTAL DISTURBANCE IS 42,650 S,Fe
N.T.S. LOT 1 PROP. DISTURBANCE 16,300 S.
LOT 2 PROP. DISTURBANCE WOO S.F.
LOT 3 PROP. DISTURBANCE 13,950 &F.
SEWER CROSSING RT114 300 S.F.
MANHOLE142— EX
TSTINC CONTOUR
SE WER
UTILITY
HYDRANT NF TOWN OF NORTH ANDOVER
PROP. TREE LINE
1 ' BUFFER ZONE
STANDARDA PAYMENT LFOR INE 1.75' E I SIT C
COURSE- AFTER ROLLING
. .
FRAME & COVER CA TCH BA SIN tFLAG 2NT�TIAt AL POOL 2 IT � COUNTRY-4! ROADWAYER
�' C 'I` I ITT: C. I
IN. 1, a- 2�- S�
RSE- AFTER ROLLING
r 3f 3 COURSES OF BRICK
I FLAG 5 13Y LEA# 6A AND A" v�i GRAVEL AS
6X G
EXtnl C PER BASE €� REAM
„_ 12312GRAVEL
- r-
F11�AG 1A f€t
y- — —1 � 12E D F �
321
FLAG 11
C� �
I —
_
L EXISTING LOAM IJO1 " 0 T' O.C� ALL OTHER ORGANIC OR YIELDING
. ' S
07 kit -11
132
'w' No DISTURB ZONE
-
- j COR MULAR FILL FRIEE FROM
IC MATTER. LARGE
SELFSTONM STUMPS, MASONRY, FROZEN
r J J ! lie
Jai `\ 7 1;54�j, oil RUBBM AT EARTH, WOOD, TREE BRANCHM
s ALL R TS : PASTE PER MASS. DP SPEC. M1.C1. SAS
' No BUILD ZONE-_ 3- --_ `~ J \ SM.K 'MF BE AND MECHANICALLY COMPACIIED I
4 00' BUFFER ZpNE 1 7 STANDARD PROCTOR COMPACTION.
Icz
, S.F. LOT 2 eTRe4CR SHEETING
--- AREA— ,
SAPPUED AS REQUIRED � _I .,.a�,f�:.�, �.•-'.:�• ,.,�
�" * BASE THIMESS FOR M.H.'s OVERIV DEEP
-23 FLOM OF
BE BRICKSLAID 1
TO
F TOWN F NIT: ANDS A p (g p CK �. _}y _
•._ -- I i` $�P4 f t CONCRETE. t t E i!` `i I f f }#F 2 7 k®
0OP
PuNQ 12' Its 6' I
l GARAGE FOUNDATI 5 PRO TTF�-151 EARTH GE
F- 52.
T: - ',
a 1 5 III A F ` NOT TO E
� t
LO
a« ry aV.
04
Cm00
-
-23
_' I TE PLA AT
VIA ip
LOT 3
f t NF PA TEL
' Ins— `�' --- - E = S.F. / '��.�2''— � FOR: TERE �>
N42-15g -- -- --- — � �-- —� � ; TURNPIKE STREET R 8 LOT 9
wv
11, . - -4 1. NORTH N ERPROPOSED , A HUSE I_
f .
.
jM1 1,2_-�
I -131.7 DATE: EEB RY 8, 2013
ATII CAI
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3PROPOSED
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H TA, 2 + 7
II -13 . RIM-�13 . REV.INV.I1 -131.0 I V . -13&
IN -129.0 INV. I --12 . _ INV.-OUT -1 INV. OUT -135.
INV. OUT -12 . IN14 OUT -1 .1
T U R N P E S T R E LE T R 0 U T
(1946 STATE LAYOUT NO 77 3) 70 Bailey Court
Haverhill, MA 01832
SCALE978.556.0284
GRAPHIC
40 80 1 ts I . DATE REVISION
1 4/16/13 WETLAND LOCATION & REDUCE PROPOSED DISTURBANCE
2 4/1 /13 PROPOSED IL OT DISTURBANCE
I
FEET I
1 inch ® 4