— PAVEMENT THICKNESS 4" CONCRETE SIDEWALK NEW SLOPED GRANITE CURB
AS DIRECTED. 7" MAX. — PAVEMENT THICKNESS
34" MIN NEW GRANITE CURB AS DIRECTED. 7" MAX. EXISTING GRADE ee -
24” MIN. — 4" LOAM & SEED v
7" MAX. 5 /
: Lot a a 4 G0 " . So orMAx | 4
VARIES Be ee ee w
Ze | Eee es VARIES YY * SSIES SEIT 2
oO AT OTS TS ATS ATS ATOR RISER po OK tL — -
SSA ERR EES ES tesa LEE AN
\ , 4 ya H ya H ya H . 3
SM eee ree hee L 6" MIN. CRUSHED GRAVEL ETO DOR A E50 SOIL BACKFILL ‘
OTR TBAT RYO (AS PER CITY SPECIFICATIONS) WME RYERSON OES
ROS BOSC HOO IIOS | | Hog BOOS OOS POTOSI OF USE MATERIAL EXCAVATED
Ver BeliZelize nen a SOIL BACKFILL FORSTER |
OOOO ORO PRAT BRERA (AS PER CITY SPECIFICATIONS) VSOV GOV COMO AOA 6" MIN. CRUSHED GRAVEL J L 1
ODO SAOLOSAOSOSAOSOSAOSOSALIOS ~OOO=2O0=2O0~0OC=0OO= EO ,
(AS PER CITY SPECIFICATIONS) 5 so!
6" MIN. CRUSHED GRAVEL
(AS PER CITY SPECIFICATIONS) SLOPED GRANITE CURB DETAIL | BICYCLE. LANE BICYCLE LANE
SCALE: 1" = 1'-0" “ DIRECTIONAL SYMBOL
VERTICAL GRANITE CURB & CONCRETE SIDEWALK DETAIL ARPOW pay QUANTITY = 8.1 FT
SCALE: 1" = 1'-0" 1 PAY QUANTITY = 6.0 FT?
| CENTER OF TRAVEL LANE
|
12" MIN NOTES: THERMOPLASTIC SYMBOL DETAIL B
EXISTING SURFACE SHIM & OVERLAY. + DETAIL APPLIES TO TIE IN SCALE: NOT TO SCALE
WITHOUT EXISTING BERM
—____.
N
SHIM & OVERLAY. —
AL
PERERA
—_—— Ze CO Ze CS AA Ker IO hes Ly LY>
SNe ec MRE
DAO Oo Oo MISO IS
Le PSOSOREOS BOSH RBOSCPBOST aCe SOBOISH BOSTON)
= ace SSCS cece
BERM SHALL BE OF SUFFICIENT HEIGHT
TO BLOCK DRAINAGE FROM ROADWAY
Sd)
BA ES ESR OSS MILLED SURFACE EXISTING ROADWAY
SURFACE
MILLED SURFACE EXISTING SURFACE
OOQNOCLLOOCNOODLOO LOO EXISTING ROADWAY
SURFACE
— [ | »
_ | || = yg . i)
SHIM AND OVERLAY UPSLOPE TIE IN DETAIL SHIM AND OVERLAY DOWNSLOPE TIE IN DETAIL | EEN 4 UE IT U H +0000 J
9! 6’- 4” | 7) = gt
SCALE: NOT TO SCALE SCALE: NOT TO SCALE : =
SCHOOL X-ING STOP AHEAD
PAY QUANTITY = 34.7 Fr? PAY QUANTITY = 20.8 FT? PAY QUANTITY = 22.2 FT? PAY QUANTITY = 31.3 FT?
NOTES: 7 ay lr] I] ] L oc ]
_ 12" MIN. ——- : .
SHIM & OVERLAY. DETAIL APPLIES TO TIE IN . 7
WITHOUT EXISTING BERM ia . °
LLL. 7 . . 1 '
C) C) ye 1” HOT BIT WEARING -e : | *
0 S OO COURSE = s %
a TT GRAVEL EDGE | | | | x :
LOOELOCOS CDOS O EXISTING SURFACE _ 4 BACK-UP 7 vs! ' :
/ 2.5” ee —— x
BERM SHALL BE OF SUFFICIENT HEIGHT 2” HOT BIT BINDER LLL LL AL, a s ONLY ry
EXISTING ROADWAY PAY QUANTITY = 22.3 FT2 TURN ARROW 12" ry
SURFACE TO BLOCK DRAINAGE FROM ROADWAY COURSE ESS I >|M Sea Bae (RIGHT TURN OPPOSITE IN KIND) ia
MILLED SURFACE ee PAY QUANTITY ~ 17.0 FT? THROUGH (STRAIGHT ARROW) WRONG-WAY ARROW
PAY QUANTITY = 12.5 FT? PAY QUANTITY = 24.1 FT?
SHIM AND OVERLAY FLAT TIE IN DETAIL BITUMINOUS CURB DETAIL PAY QUANTITY - 28.8 FT?
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
THERMOPLASTIC SYMBOL DETAIL A
SCALE: NOT TO SCALE
( VE VO VO NASHUA, NEW HAMPSHIRE
CITY OF NASHUA NEW HAMPSHIRE thc PLAN OF
al
6s 1 DETAILS 4 SHEET
9 RIVERSIDE STREET | igSafe FEBRUARY 44
DRAWN BY: DESIGNED BY: REVIEWED BY:
NASHUA, NEW HAMPSHIRE 03062 NO REVISION DESCRIPTION DATE MERE AREY 2017
JUNO. JL T. WELCH T. WELCH J. MENDOLA JL JL J OF 44
