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3" BIT. CONC. POROUS PAVEMENT NOTE:THE POROUS PAVEMENT IS NOT
TO BE INSTALLED UNTIL ALL
UPGRADIENT CONTRIBUTING AREAS
9"OF 314"TO 1-1/2" 2"OF 3/4"WASHED ARE FULLY"STABILIZED.
WASHED CRUSHED STONE CRUSHED STONE
(RESERVOIR COURSE) (CHOKER COURSE) 4" LOAM &SEED
NON-WOVEN
GEOTEXTILE FILTER
FABRIC AS REQUIRED 8"MIN, GRAVEL BASE
TO STABILZE SIDES OF , / {
EXCAVATION (TYP.)
EXISTING SUBGRADE MATERIAL
3 ' (ALL EXISTING TOPSOIL, SUBSOIL, &UNSUITABLE
MATERIALS ARE TO BE REMOVED)
POROUS PAVEMENT DETAIL
(NOT TO SCALE)
POROUS PAVEMENT SPECIFICATIONS CRUSHED GRAVEL SPECIFICATIONS
SIEVE SIZE PERCENT PASSING FOR GRAVEL BASE
5/8" 100 SIEVE SIZE PERCENT PASSING
1/2" 100 3" 100
3/8" 90- 100 1-1/2" 70- 100
NO.4 30-50 114" 50-85
NO. 8 5- 15 NO. 4 30-60
NOa 200 1 -3 NO. 200 0-5
% BITUMEN (AC-20) 6.0-7.0
THE MATERIAL USED FOR THE POROUS 1-1/2" DENSE GRADED CRUSHED STONE MADE
PAVEMENT SHALL CONFORM TO MASS. FROM THE ON-SITE LEDGE MAY BE USED AS A
HIGHWAY SPECIFICATION M3.11.03 FOR SUBSTITUTE FOR THE ABOVE SPECIFIED
OPEN-GRADED FRICTION COURSE.. GRAVEL BASE MATERIAL.
8'O.0 Se�Ugn (15 6"P1t4cts)
POST SIZE
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PRIVACY FENCE DETAIL
(NOT TO SCALE)
SITE PLAN
FOR
127 MARBLEHEAD STREET
IN
J "ES 0 NORTH ANDOVER, MASS.
CIVIL.
Na S2H5
c� -xsre �Q w' PREPARED FOR:
CEN 1 REALTY TRUST
DATE: MARCH 11, 2019
REVISED: JANUARY 28, 2020
REVISED: 2/28/2020, 3/3/2020
PROFESSIONAL ENGINEERS & LAND SURVEYORS
CRIST.I. E tit SERUI
A DIVISION OF THE MORIN-C,AMERON GROUP, INC.
160 SUMMER ST. HAVERHILL,MA. 01830 WWW.CSI-ENGR.COM
TEL. 978-373-0310 FAX. 978-372-3960 COPYRIGHT 2020
SHEET 2 OF' 2 DWG. NO. 3750009