HomeMy WebLinkAboutSD-344-2A
/ EXIST SMH-
R = 181.18
B.C. = 172.97
A WfAJ
l CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS; HEREBY
CER77FY THAT A NO77CE OF APPROVAL OF THIS PLAN BY THE
LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED
AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE
TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF
SUCH NO77CE.
UTILITY CONSTRUCTION NOTES
1. WA JEER SERVICES SHALL BE A MINIMUM OF I"
COPPER TYPE K° ALL CURB BOXES SHALL BE THE
BUFFALO TYPE BOX.
Z MINIMUM CORER OVER THE SERVICES SHALL BE
FIVE (5) FEET.
3. ALL SANITARY SEWER SERVICES SHALL BE A MINIMUM
OF 6" PVC, SDR 35.
4. WATER MAIN ANO SERVICES TO BE ENCASED IN CONCRETE
FOR 10' (LINEAR) ON EITHER SIDE OF ALL SEWER LINES
RUNNING OVER SAID WATER MAIN AND SERVICES.
-5 LOCATION OF ELECTRIC, TELEPHONE AND CABLE SERVICES TO NEW
DWELLING ON LOT # 15 TO BE COORDINATED WITH EACH
U77LITY COMPANY PROVIDING THE SERVICE.
APPROVED; BY-
LEXINGTON PLANNING BOARD
NOTES
1. THE PARCEL IS L
2.
THE S17F IS LOCH
HAZARD COMMUI
PREPARED BY 77
J.
NO WSIBLE HISTC
WERE RECOVER&
4.
THE PARCEL COLS
OF LEXINGTON A
5.
TOPOGRAPHIC DE
BASED ON A FIE
6.
THE LOCATION 0!
AND ARE BASED
PLANS OF RECOI
NOR GUARANTEE
DEPICTED. THE C
BY CONTAC77NG
PRIOR TO COMM1
7.
PROP. LEACHING
BY ROTONDO & S
FILTER FABRIC Sh
CRUSHED STONE.
TO INSPECT THE ,
CAPACITY. ANY C,
THE TOWN OF LE:
Cut,
1Q
A TED IN ZONE ° RO
D IN FLOOD ZONE C AS DELINEATED ON THE FLOOD
Y PANEL No. 250198 0005 C, DATED SEPT, 30, 1983,
FEDERAL EMERGENCY MANAGEMENT AGENCY.
:ALL Y OR ARCHITECTURALL Y SIGNIFICANT STRUCTURES
7N THE 'S /TE
i7' OF LOTS 38C AND 38D AS SHOWN ON THE TOWN
5SSOR MAP # 28
L, NA7ZIRAL AND MAN MADE SURFACE FEATURES ARE
SURVEY BY H SLEIMAN ASSOCIATE'S.
ILL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE-
°ON A PAR77AL FIELD SURVEY AND COMPILA776N OF
H. SLEIMAN ASSOCIATE'S DOES NOT WARRANTY
-1E LOCA7701V OF ALL U77LI77ES DEP107ED OR NOT
+TRACTOR SHALL VERIFY THE LOCA7701V OF ALL U77LI77ES
GAL U77L1TY DEPARTMENT AND DIG SAFE AT (800) 322 -4844
iEMENT'OF CONSTRUC77ON.
TCH BASIN SHALL BE ° DW 6 -6 HD" AS MANUFACTURED
S, INC. WITH 4' ALL AROUND WASHED CRUSHED STONE.
L COVER AND SURROUND THE EN77RE SURFACE OF THE
E CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER
AVATED AREA FOR VERIFICA77ON OF THE SOIL LEACHING
YGE IN THE PROPOSED DESIGN SHALL BE APPROVED BY
9 TON ENGINEERING D114SIONN,
GRAPHIC SCALE
zo w eo 1e0
FINJ
( IN F1;" ET )
I inch = 40 fL