HomeMy WebLinkAbout519 Station Avenue - SD3 - Site DetailsVARIES
12'
COMMON FILL
C m• ,, •� • ; °;ate" ; �<'r5^� : s•y s --COMPACT TO 95% MAX DRY DENSITY UNDER ROADS
'•.+',''j%i- 10•w pd°^ f °'" i:•jf :,5/ r!%A!� "tLf'"+ do 90% MAX DRY DENSITY ELSEWHERE
k DRIVEWAYS
•_w 3l: r t .��'."1a+x• L3":'gza' (ASTM D-1557)
CLEAN SAND FILL PLACED & TAMPED BY HAND
PIPE
DIA
BEDDING VARIES 1/2 PIPE DIA (HAUNCHING AREA)
6' N EARTH
12' N ROCK
12' TYP � 12' TYP
UNDISTURBED FIRM MATERIAL
GENERAL NOTE:
I. FINISH GRADE MATERIAL VARIES (SEE LANDSCAPE DRAWINGS)
2. COMPACT SOIL N HAUNCHING ZONE TO 85X MAX DRY DENSRY (ASTM D-1557)
DRAINAGE, AND _WATER TREK
(NO SCALE)
71' -
r
0 0
1 2'-6' I
TOP OF ROD SET 1' I II
BELOW CONCRETE
(PLUG HOLES)
I } I EDGE OF PAVEMENT
2' LONG
D ROD
CONCRETcE
E WHEEL STOP DETAIL
NO SCALE
8"MIN. —
RISER SECTION
(OPTIONAL)
BASE
24' SQUARE CAST ROTI FRAME k GRATE
84 OPEN5IGS 0 2-1/4' SQUARE
TOP SLAB
'A'
r..
11
;+ti +i. +A
.q q
4' COM WALK COAG 4000 !;. k
P.S:L W M RA710 OF 0.45 ..
AND AIR EMTRAWED PDXP0
W.W.F. MIRE ME511 (8 GRID 6 A ' a
m„Iy
r
io
PAINT TOP OF CURB YELLOW
BITUMINOUS CONCRETE
PAVEMENT
3/4' CHAMFER _. FACE OF BUILDING
6' HED GRA 8+ 1/2' RADIUS
CRUSHED GRAVEN BASE
COMPACTED SUBGRADE
1/4' TO 1/2' PROAOLDED
SECTION FILLER
EXPANSION JOINT B
AT FACE OF BUILDING , USE (3Y SPACING)
EXPANSION JOINT B
— 8' (TYP.) TROWELED CONTROL JOINT
PROVIDE KEY 0 CONSTRUCTION
JOINTS
PLAN CONSTRUCTION CONTROL JOINT C
AIL(t SPACING)
GONGRETE NALKYAY
NOT TO SCALE
BUTYL JOINT SEALANT TOTAL WIDTH
OF WALL AND PIPE OPENINGS (TYP)
O.C. (TYP)
o'
SEE NOTE 2
GENERAL NOTES:
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A515 GRADE 60.
SEE TABLE 1 FOR STEEL REINFORCEMENT REQUIREMENT.
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHAW. BE A MIN. OF 0.12 SQ.IN/UNEAL FT. (BOTH WA)S)
3. CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR 'PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS'.
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS.
FOR HIGHWAYS AND BRIDGES.
5. STEPS SHALL BE MA INDUSTRIES TYPE, STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC.
6. ONE POUR MONOLITHIC BASE SECTION.
7. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CURING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED,
B. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASS+CNU5ER5 D.P.W. STANDARD
SPECS. FOR HIGHWAY AND BRIDGES.
(NOT TO SCALE)
WIDTH AND SLOPE VARIES
(SEE SITE PLANS)
1 ' BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1
2' BITUMINOUS BINDER COURSE]
CLASS 1, TYPE 1-1
�o p 0
12' PROCESSED GRAVEL BASE COURSE o 0.
000 COMPACTED TO 95% MAXIMUM DRI' DENSITY (ASTM D-1550 c) 00
oo�oo°O:o
(M1.03.1) �qo OP
�0 o� OnO
0 a
0o�UO
COMPACTED SUBGRADE
MINOUS
CONCRETE PAVEMENT DI
(NO SCALE)
CUSS 1, TYPE 1-1 BIT. CONCRETE
FINISH GRADE
12'SHOULDER
BRUMTNOUS SURFACE COURSE
BITUMINOUS BASE COURSE 3 SLOPE -Vi
".t
6....
SUBGRADE
BITUMINOUS CONCRETE BERM
(NOT TO SCALE)
FINISH GRADE
6' DIAMETER (H-20) PRECAST CONCRETE LEACHING
BASIN. SHOREY LCB -6 H-20 OR EQUAL (TYPICAL
ALL ZONE 2 BASINS)
•q
381 X 14'W X 6'D
26' HEAVY DUTY CAST IRON
FRAME do COVER TO FINISH GRADE
i
j PRECAST CONC. RISERS
W/ SEALED JOINTS
I
I
NO SCALE
4' HANDICAP GRAPHIC SYMBOL
PAINTED WHITE (SEE DETAIL)
SYMBOL TO BE PAINTED ON
BLUE NON-SKID BACKGROUND•
;\\;///A// � Y� MIRAFl 600X FILTER
FABRIC OVER A e
LAYER OF 1/8' TO
1/2' STONE
SEE SHEET SD -2 FOR ` j
DIAMETER AND INVERT / 3/4' TO 1 1/2' STONE
ELEVATION
f,s ' n?. 6' DIA. PRECAST CONCRETE LEACHING BASIN
(USE SHOREY LCB -1000 -H2O OR EQUAL)
11I BASIN MUST BE SET IN CLEAN NATURALLY
OCCURRING SAND (NOT FILL). BOTTOM OF
2'-0' 6'-0' 0 2-0LEACHING BASINS MUST BE SET 5'-0' (MIN.)
INTO CLEAN SAND STRATA.
10—o"
i
STORMWATER RECHARGE BASIN — ZONE 1
(NO SCALE)
R7 -8a
61Xk STEEL M. 6' LONG
(18.97E/FT, LEE CA) FILLED
WITH 3000 p6 COWME PAINTED
W/ m7- A10 Yr -IDA' PANT
PAVE')n
3000 Ps+ CO!Y,32EiE FOOLING
1, (USED N HA'09CJIPPED SPACES)
BOLLARD SIGN
(NOT TO SCALE)
MIRAR 60OX FILTER
FABRIC OVER A 4'
LAYER OF 1/8' TO
1/2' STONE
26' HEAVY DUTY CAST IRON
FRAME & COVER TO FINISH GRI
ON EVERY OTHER BASIN
PRECAST CONC. RISERS
FINISH GRADE W/ SEALED JOINTS
PRECAST
LEACHING BASIN
H-20
4' 6' 1 4'
(SEE PUN) (TYPICAL) (SEE PLAN)
14'
TYPICAL END VIEW OF STORMWATER
RECHARGE BASINS — ZONE 2
HANDICAP PARKING SIGN
MOUNTED ON BOLLARD CENTERED
IN SPACE (SEE DETAIL)
4' WIDE PAINTED
WHITE LINES (TYP)7-,
NO SCALE
MIRAFI 60OX FILTER FABRIC
3/4' TO 1 1/2'
DOUBLED WASHED STONE
NOTE: SYMBOL TO BE PAINTED IN ALL
HANDICAPPED SPACES
STALL STRIPING PAINTED
HANDICAP S)
HANDICAPPED STRIPING
(NOT TO SCALE)
FINISH GRADE
MIRAFI 6DOX FILTER FABRIC OVER A `�i'" 1I r
4' LAYER OF 1/8' TO 1/2' STONE
6' DIA DRAIN PIPE
6' DIA
io D
RYIWELL
TYPICAL DRYWELL
4'
3/4' O Ml ALL TOP EDGES
emu -am m PAVEMENT
6'X6' 6/6 '
°X—X, 4X.
3/4' TO 1 1/2'
DOUBLED WASHED 37ONE COMPACTED GRANULAR
BASE (12' MINI
COMPACTED SUBGRADE
DUMPSTER PAD
NOTES: NOT TO SCALE
ALL CONCRETE TO BE 4,000 psi WITH MAXIMUM WATER
CEMENT RA110 OF 0.45 AND AIR ENTRAINMENT.
DUMPSTER PAD SHALL BE SURROUNDED WITH 6' HIGH
CHAIN-LINK FENCE AND GATE.
ISSUED: 4-19-06 FOR REGULATORY REVIEW
OASTAL
NGINMERING
' OMPANY, INC.
260 Cranberry Hwy, Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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SCALE
AS NOTED
DRAWINGFILE
C15134DET2.DWG
DATE
3-22-06
DRAWNBY
JKL
CHECKED BY
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SD -3
w
3 OF 4 SHEETS
o PROJECT NO.
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