HomeMy WebLinkAbout07/09/2025 - Sewer/Water Connection Plan - - ...............................................................
PROPOSED
STRAW WATTLE / D
LAwRE E
MUNICIP L
BUILDING RESTRICTION OO\ AIRPORT
LINE(BRL) ❑�
3g O
` PROPOSED LEASE LINE-20'
= BEYOND PROPOSED HANGARS
(t70,165 SF)
RIM=151.3 / ,,,� <i
�`ON /
INV OUT=147.7
#58
-�' CONNECT TO PROPOSED o0 of 1
EXIST DRAIN PIPE 0 7,360 I p HANGAR
INV=147.5 / / / SIF
52
/ SLAB=152.5 z �
z
WATER SERVICE OO\00
152.3 I TO CONNECT TO OQO \EDE
x TERMINAL ROANE DROAD LEAS
UTILITY TRENCH / / 5-T�`✓E� AREA 1
- REMOVE EXIST / ___ - ---- .-- - cT
( 10"RCP / W W W 1"NPE K COPPER W / SV��
� � G G G
l / (153) z ------------ ---/
149.0/
N/
GAS SERVICE
#5Fj TO CONNECT !r��
X\ // # TERMINAL O ROAD �// LOCUS PLAN
0
ANGAR
ow P3600 SPDc 0 1332 / UTILITIES EXTEND
.1` I�_ / � AND TIE INTO ,
SERVICES IN SCALE. 1 1000'
SLAB-151.4` / / TERMINAL ROAD
/ ---- PRoaoseD / Z\ `1 /
SO,
HANGAR /153.4 0 \
72' 8,380 SF / X /
LAB=153.75 O / / �,j�i
tEL
CATCH / ----- / w� 5,
ASIN&INSTALL / ¢ \/ INV.-1 /
Lh o G /SILTSACK / #591I j__ 153.55 I o 3
INV.=148.4
I / / i/ sMM ' SLAB GRADE
153.6
20' 1..J2.5
/ X RIM-tE4.72
X
/ ----- 153z
a / 58'
82'
PROPOSED
/ I rNGER III l / / XI')II\('i 1"CURB STOP
'7 350 SF / / / J/
153.2 / r NEW 1"TYPE'K'COPPER
/ X / �,� FROM TERMINAL ROAD
/ 1�
1\7
CURB STOP TYPICAL
AT BUILDING #56 & #58
/z 153.5
< x / // / NOT TO SCALE
/ /
/PROPOSED / 153.4 // / / CURB BOX
STRAW WATTLEJv SET TO FINISH GRADE
x15{1.2
ko M /
h T I
0
L�
a /
/\ ��✓ /
CORPORATION STOP
% / / NEW
/ % 1 Tc / / ......... ........ .... EXISTING 6"CI COPPER
TMPE'K'
WATER MAIN AT
/ Q> TERMINAL ROAD
INV.=t144.59 / I I/'`i,...(IIT(`'> ,.
RIM=153.72 / -'",""'.',
717--7
� �
INV.=144.47
3' 1"CURB STOP
TIE IN TERMINAL ROAD
\/ / NOT TO SCALE
Xx
FUTILITY TRENCH PAVED UNPAVED
YI." ill I ING,>I INCi
II;,NC,/ruJ I-IAN(.Alk PAVEMENT&SUB-BASE EXCEPT IN TRAVEL WAYS
(AS SPECIFIED)
T s'
GRAVEL
(AS SPECIFIED) /\\�
� \\u SUITABLE EXCAVATED
MATERIAL THOROUGHLY
COMPACTED
EXIST EDGE OF
PAVEMENT(TYP) \ \\ � \ %% 3'MAX AT TOP OF PIPE
\ _
\ \\ \ CRUSHED
\\ / y/ -\\\` 3�4"
/ X.
/, _ ._ /// STONE
6"DIA. \ 6"
i
SEWER MANC�\//�\/���/\\�/�//i\//�
XV
LEDGE EARTH
ME
V\\�#'60.32, SEWER TRENCH
" 754 /"/-> TYPICAL SECTION
4 s`'�"w�
oa T NOT TO SCALE
O
I>,I III \
/ I AN AN
PAVEMENT&SUB-BASE
III (AS SPECIFIED)
III I X I I N G, 7N,
III AN(AIk GRAVEL
(AS SPECIFIED) j \
III SUITABLE EXCAVATED
MATERIAL THROUGHLY
COMPACTED
o
MAX AT TOP OF PIPE
III Z
I'/',I`(1/',IC
I � �
ARMOR FLEX
1
d III SAND 6"MIN. �
��---�--�-'��---�--'� III 1"TYPE KCOPPER
NEW POLE�1
LEDGE EARTH
LOCATION
WATER TRENCH
TYPICAL SECTION
NOT TO SCALE
116...... ......... ......... ......... ......... ......... ......... ......... ......... ......... .................. 156.... ......... ......... ......... ......... .. ......... ... ......... ...
EXISTING GRADE-\
PROPOSED
FINISH GRADE ........HANGAR.... ... ......... ......................
,sa...... ......... .PROPOSED............................. ......... ......... ......... .... ,:.:...; .....�.... 1sa.... ......... #58
SEWER/WATER CONNECTION PLAN
HANGAR '"" "
FINISH GRADE
152 #58 - LAWRENCE MUNICIPAL AIRPORT
EXISTING GRADE SLAB=152.5 NORTH ANDOVER, MASS.
,..... PROP.6"SDR-35 SEWER
..................................................
PREPARED FOR: TANGO HOTEL, LLC
SLAB=151.4
PROP.6"SDR-35 SEWER DATE: JULY 9, 2025
Nv.-1a9.D SCALE:1"=30'
L=209',S=0.018IW5 -
NV.=148.4 F O R
NV—]sM" andover REVIEW
NV.-,4E.16(NEW)
" consultants
,44
FIST SEWER
44......................................................................................... inc. ONLY
V.14459
142 .................................................... ,4z........................................................................................................................ 1 East River Place
56 PROFILE-SCALE: Hor.1"-40' Vert.1"-4' #58 PROFILE-SCALE: Hor.1"=40' Vert.1"=4' Methuen,Mass.01844 Dennis A. Griecci
Telephone:978-687-3828 Reg. Prof. Engineer
0 30 60 90 120 Ft.
P:\23\23-61\dwg\23-61 Sutton-WaterSewer Connection.dwg