HomeMy WebLinkAbout0071 SOUTH STREET - PLANScos putea,,Dearing capaca"Cy,_Vi, zU 'CUn5
sut.ticient to.qive 'a.
'�'in, ry e when drivii. ea e
revent tb,,th 7,p�lef incr' S
to 'the degree that_
'p6:i� A " �h'o
r r'quir"ed "'Ino
thte 0 four blows re e
�pe Ito
netr6tion, . drivin'q�,-.,4shAll
4 im'A'A -+ ei i noabanv of t1e
nl 169
or3 z n a ro
14-
12'
4
c -off shall beimade accur6te'to th4ei',leve ihd i'
12. Pile utt 1 cated o
'the ,'Idrawin q,�*Yithin a,�t 6lera nce 'of Plus, or 'minus 4/2 inch.': tat"
WATERSTOP #5 12' E.W.E.F.
surf aces shall'be a 'curately 4t,plafied.
c
tP 3/2/89
11. Piles,dam'age6 below cutt -off elevation: dur-ing',,,,,dr ving j,,s 'a I be
PLAN VIEW OF #7 BARS
rejected.."
14.'�Piles,damaged '.misl6cat -ed out of lamb otherwise f ail in t
BOTTOM OF SLAB
,.or
to,d6m 1y to this,spedification,' �,�desirrn'dra or to the, wing s ha, I I
ted.'
the i te, ','as direc Suc -h'
be, withdrawn�`and removed from s
er w I
-pile§ shall be-r6placed by additional,,ne' plles, driven wh'
directed 'b" the, erx
y, e,engine .
stlop
eer or .b iicae nfi's. t6 tthFThe Contra submit in triAq
ry
review, schedules, shop and setting,drawings,f giving -all "necessa..
and placing o ci ng,,-an
do-tails-forLthe proper fabrication of 'reinf
w -,con rActi r
steel., The'dra ings shall be checked: by:the
rior to submission -11 be utod for constru'ction_ ,6bly-�-At-+-et'
_p and
review�by the Engiteer.,-"The' review of the'dr6wings, will indicate%,:.
only that the general method of constructionland detailing is
satisfactory and ,shal.l'not'be-,cohstrued as permitting any�,departuko'
f ..relieving the' o 4itractok o�
rom 'the contract�req 'bntsi', or" as 0
wrig 13
the 'responsibil:for errors that may occur in his rai
ity
n
contracto -hall notify., the ftginee in,writi' g of any-
discrepancies between the Scale,Manul adturer's and �Structurlhl'
Drawings before-,continuing,work.
SCALE PIT �DETAILS,,
WOODS HOLE, MARTHArS VINEYARD
STEAMSHIP AUTHORITY
HYANNIS, MASS,
DRAWN BY,
STECOENGINEERING CORP.
SCALE
1/2, r-ox
CONSULTIN G ENGINEERS & PLANNERS
rWG, No.
DATE
89
MOUTH,. MA 02541 E9680-S2/25/2P.D. BOX632
PLAN BOOK 248, PAGE 5.
SCHOOL
STREET (PUBS IC _
33- Wlnc,
LOCUS
SCALE: I" = 22000
1 -
--
i
MANHOLES I
1
e SCHOOL
--___
STREETiPUBLIC-3,3' WIDE)
LEWIS BAY MOTEL, _ �o
RESTAURANT, AND MARINA, INC. ��♦ Q 3 j
ww I
SOLID CATCH BASIN Q Ili ? Y ®►' cr
w/ SORBENT PILLOW Y J >r-' Q dw
RIM ELEV. = 12.60 i_ a
INV. IN=11.98 rell�-
POLE IS BAY MOTEL,
S Ol° 45' 53" INV. OUT = 9.60 ♦ cn Q L �j►
VV
w 162.75' W 3' SUMP w rto Q z RESTAJANT, AND MARINA, INC.
-`' SHRUBS p tU «
S 12° 45' 0/" rI r r --j 3� Q F_.
Ct 8 g' W rI W
1 W
C� r S.050IS' 28" W S 10048'31"Wo
;� - 27'x 76' LEACHING.AREA 10.00
m j e �JSE INFILTRATOR$ (SEE DE IL SHEET _ �I
r--
S D
POLES MANHOLE ,. 1 HESHED 10.00' .. LINK FEN
tt -. 1 SIX RE S IO 48,. W 1600 S 06° 13' 31" W -CE-
O AND/CA LOCAT ONE STORY ♦ /
PP ED i � �
SIGN x��.ED SPACES / BUILDING `a 10 //� WAITING
POSTS �,_
� AR �. G T �� �\ Ir 0 !�' SHED
_ r
ENTRANCE GATE EA A CONCRETE r� G
BE REPgyEpJT H �2"Pvc .�� ��,q�
REA s=0.01 ;: �_ SIR
_ POLES � D j 0
-
kI 0
z � � AJ�� 0 e
Lr aUj
I---- I �. ICH MAIN LOADING DOCK
1'E
,1� _ � 8 x 12 � 00 � 0 s ��
coo U�E/ ADDITION TICKET OOO �� PIES ',�/ c
POLE . � H, S AEE BOOTH o 0 L E 1'i' I
/3 ❑ 100 BUFFER MECHANICAL RAMP p N 0 "45' p"E—� JOX10�' / 5 ❑ ZONE l7Q
140.09' oS" CONCRETE : ❑ 0 S TO ADE ,� ♦j: Pq D ,
IOx10' ❑ CATCH BASIN` PILES
78 TRENCH DRAIN AREA TO BE' ❑ ADD SORBENT PILLO ;
f ,fit dEP //X o . ❑ ` w/TYPE P GRATE COVER"`'E /,2* TU1gE: f� 0
INV. AT END OUTLET = 11.98 REGRADED & ❑ I
Z 2 . ❑ CATCH BASIN `
w :.:> REPAVED
KALIR01 SKENDE o ADD SORBE OW R I PRAP WALL
_
® CATCH BASH CATCH
N RAISE RIM T G E ❑ 0 BASIN G
` m A D 0 B N 0 ❑ _"' ._ (i,4, PBS
1 ❑❑o ❑oo❑ "'-- RQ� FRfrFp M BOARDING
s
AANHOL ® �:. I.. 4�HAY B � yk, DOCK
ELECT IC L O
_---�-"" �_ - PAVED PLATFORM
� ' ` � �''�. �^
r TOWN — - .------ Box � o � ,
OF Y 1
�ARNSTABLE_ .n z 2 STEEL PI S RAMPS
r M ICHAEL M. TULMAN
0 1 0 :C SAMUEL W. MACEY -#- PLATFORM
/N
0 z r `
1 �� RAMP
0
! PAVED
` z -n GATE �,� I'x 2 9 M T, L 0
x PARKING m _ HA►N LINK FE cf
m AREA rn
Z �O. ® CATCH BASIN
cc
z
=I0 �•����' ®®• �� CATCH BASIN JCS,
r
ZONE A 9 arr►e-�EXIT TICKET BOOTH�s a� � GRAVELQ' Lv
I� 3 PARKING
0/ �
� •®��.,..�.®>a��� GATE Q L GHT PO T 'Q ww
/Ij� ZONE B ° • I LIGHT POST 1'x2'�ll BOXE AREA � BENJAMIN D. BAXTER
N 0 il)'5,4" PO EL �A* ti o POLE POLE _. C e I N LINK N 07 51`" E
08�:-
"� POLE - _ _ ---- - - -
� - - - PLEASANT STREET � ,/
- - / ; '�L TWO STORY
tt-UBLIC_VARIA _''---_______�_- POLE FENCE -}- BUILDING
BCE WIpTH) 0POLE
e�y
LOCUS
SCALE: I" = 2,000'
NOTES:
I. SAWCUT EDGE OF EXISTING PAVEMENT, REGRADE
AND REPAVE AREA SHOWN ON PLAN.
2, FLOOD HAZARD ZONES- A 10, B 8c C
3. HAYBALES ARE TOBE INPLACE BEFORE WORK BEGINS.
EROSION CONTROL SHOULD BE INSPECTED DAILY
AND REPAIRED AS NECESSARY.
4. FLOOD HAZARD ZONES DELINEATED FROM FIRM MAP
COMMUNITY PANEL NUMBER 250001 0005 C & 0006 C
DATED AUGUST 19, 1985.
5. REPAVED AREA WILL USE 1 1/2" BINDERCOURSE AND
1 1/2" FINISH COURSE OF TYPE I BITUMINOUS
CONCRETE.
6. HAYBALES SHALL BE MOVE WITHIN CUT EDGE OF
PAVEMENT FOLLOWING INITIAL EXCAVATION.
7. TRENCH DRAIN AND CATCH BASIN SHALL BE MAINTAINED
AS REQUIRED TO FUNCTION AS DESIGNED.
B. SORBENT PILLOWS ARE TO BE INSTALLED AS SHOWN
AND MAINTAINED AS SPECIFIED BY MANUFACTURERS.
12/19/88
Added drainage structures.
M.S.E.
DATE
DESCRIPTION
DRAWN
CHECKED
R
E V I S 1 0 N
S
SITE PLAN
PREPARED FOR
W.H.M.V.&
N. STEAMSHIP AUTHORITY
IN
HYANNIS
BARNSTABLE
MASS
SCALE: i "=40'
TDAT
NOV. 15, 1988
holmes and mcgrath, inc�`
civil engineers and
land surveyors
200 main street
it
falmouth, ma. 02540
r
IST
DRAWN: MSE, BRB
CHECKED: 124'�r�v���
JOB NO: 88166
DWG. NO:-33-2-40 SHEET 2 OF 3
- -
Backfill - (see
�
=. instol'ation
instructions)
Cast Iron Trench Assemblies — Medium or Heavyintr08
f silt _- - —_ _—
� t No
a �— �- I I I I I I tINV 9.26
1___
Duty — For Use in Sidewalks, Driveways, Garages,
Loading Docks, etc. .;, - ,' K "'` Y ,. �„ �.. 264 Micro -Leaching _
i 1 -9 29
infiltrator Units �` . �1, IINV.=9.32
34"x 76"x 15" I Chambers ^ 'unit -- _ I I I—
`�
(7
,
�1-- I 1 NV9 35
Storage voluRead Carefully Before
a
? ,
C
Ordering s0. 013 or more times INV= 9.3827,
Specify:
k
greater than 1. Complete catalog number. gravel trench ^---
9--
I
1 Ribs additional 2. Medum or heavy duty.voids for biornat3. Overall length of cover
reauired. esigned formation. INV.-9.4 4Side wall d
4. Lid solid, flat grated, or r Illustrating Type M frame
diagonally barred convex r fz with grated cover. Standard to minimize masking i I -
effect Micro-LLeaching y, AI I I 1
grates :..f .. - _ - - - -
�y "_'' with 4-inch outside caulk out- -- -
- - I I I-
5. Location of nutlet, side, Chambers I �- - I I VC 10
i" let. Can be equipped for in- _ _ _ -.__ I -
I I I INV -9 47
_� � i l I ( 1 I I I I I I 2 P ! -
bottom or end (give di-
(g side caulk If specified. f INV.=•9.50 —' N •-
mensional location and Native Soil i Protective rib prevents `�
�� -- I I I I i I I I i I i I 5=0.01 r�v
pipe size).
soil Backfill intrusion -`-"
6. Whether one end or both (] r i r -��
Entire bottom of I INV. AT TEE =9.51
and creates voids ��
closed. P u'I for optimal biomat {- �-^ -__ ___. _____-_ _ ____ __. _________ __._ 76
ends are to be open or n� p I 0 L L 11 trench provides
7• Perma-Grip surface if re I j �I Trench covers are used over areas re uirin Ion drains e perfect unmasked formation.; T`
u`1 ��lllJtiL requiring 9 9
quired. (See page 261.) assemblies. Can be supplied in a variety of sizes and lengths Infiltrative Surface
/4
TYPE P to meet special needs. For trenches of irregular pattern, 14" wide Open Slots
arrangements can be made to furnish cover to fit. provide open area
GRATE OPENINGS I I equal to porosity of� I
Type P have },,, slot width �_ Sides of gravel trench t, r= , IN F i L 1 R !"•'1TO R LEACHING FIELD
- and ore esaecially apph-
cablepedestrian traffic.
for arec5 a1 heavy 9 ROWS — 12 PER ROW
pedesrriantraiilc. �� o �
SCALE : I
Standard 4-inch outlet at end of drain. Special size outlets are avail- t
t"— IQI
able on special order. Side and bottom outlets optional and furnished
P
only when specified. SOLID GRATED
II
'—,SOLID OR crArED
SEE SECTIC ss
jj SECTIORS APPROX. 4'-O•LCNO
Catalog
1� _,' Dimensions in inches t g
LAR .DIRT- - OUTLET PIFE'�' Na. I Description A I a C I D Lenath
Standard Sizes Medium Duty
R-4995-A 1
with grated cover
11 1 %2
1 y4
10 1 6w'4
s ordered
R-4995-A2*
with grated cover
7
-e
5 a
s ordered
R-4995-B1
with solid cover
11'.
.'•
10 0=<
I
s ordered
��s
R-4995-B2,
with solid cover
7
5 I 4
ordered
I
' ' C+iJ ,-='� a:.,%a.rw� !7,»*as%•x�.i,� .•�,'=-c[ r .; _ .i!-r_'�2y'' w4s:.>"�'�
- -, -
_ 15 :"•lm"�"�1-armw.7avmi... .< ----7 ;-----��w.r�,�. Lar.t•,,.ww' wa�4 �ro�n .l�+mni:,yam'rn�'t"a'wr�.:t�.%,'.'.r-:;—^'I r.aoc:� - ; ;x.�l
. {i ,1 - ' _ _. �--T'• 1' 4wmv-: �Orm14-�.::•rrv: c7®*wc1,�c%i,xrar; rmc: ;'= ^ jam: F•vwP irv^*i1 �.s�w �w'-i
{{�orr�_{1t-may, 4•amri.J E"--.,- .�F"'"', .,.cw��f''wwi�-i •"",Kw,
I ti+w. '4'°'r 4'L"l .f(I'^"""". I .. .. T°�w"i �*`. �'�'•f,,• Ri 4.s+c•I4^�,y'r*4':'I-���?'r"�'
I I-.rw.: y+.r.or• I.<+ti tiww• J IL— • i :+.rR: �,'q"r-�."wt• S+P.w v�+.'S; ,7'.r., 1—".'�M1� 4 . `2'r�V �,�: rl."e+*V i'wr°s".
,; y`ov'.p�" t'ao"r 4Rr J f"'___"' .l F'^'-J .rem: ;•mroari iwnaw' r:4vwi' I✓mwr5: i'a•wT° :'.w�' '.,+w .:'x�q,T'r'v.`: �' 4+sa; i"wrvmq• Fn'or'
�t �` Above Standard Frames mace in » ft. sections, covers In 2 h. lengths.
LAP JC - - ••
., OUTLET PIPES' 'Available with Type "B" grate only (see page 242)
�- „JT
-___-_.- _75
SECTIONS APPROX. TO e'-O..LCNOCI L—A
II I. ----- •� VARIAdiE I I
Special Sizes Medium Duty
1� r I
i
------- ---I R-4997-A Iwith grated cover 9 i 1 8 16 !as ordered
I , ^
R-4997-B with solid cover 9 1 1 8 16 1 as ordered
LAP JOINT OUTLET PIPE-'
.Special Sizes Heavy Duty TI-I I� �(� nT Q
ALTERNATE SECTIONS - SIDE AND _ -BOTTOM CUTLETS R-4998 with grated cover 1 24' ';; 1 20 I las ordered THE IE II v!t I� TR �I OI l
Above Speciai Frames and Gratea Lovers In ft. sections.
hJc� scale - H - 20
Solid cover furnished in 2 pieces.
265
ti
B 1 T. CONC. BERM
12 12" r,
HEAVY DUTY METAL FRAME B GRATE (BACK OF FRAME I LOWER THAN FRONT )
LeBARON TYPE F 4 FLANGE OR EQUAL
(3 FLANGE FOR CURB INLET)
FRAME SET IN,FULL BED OF MORTAR
BRICK&MORTAR FOR GRADE ADJUSTMENT
24"t I rt u o
D. O
_ 18 min. Square opening "!'p"
Tapered °'°a° 24`tI"x27"±i"where ° BOLT
Curb Inlet tobe instal led.
o °
Section
36"min.
o CHAIN OR
r ' EQUIVALENT-4.Q °
°
6.
48 ± I"
Riser Le BARON L201 or 2 Tt o
Section a OR EQUAL °
Heights o SORBENT FIOw Pipe size varies
Vor y ° . PILLOW Gray
to 4 as
. — I ron
Hood �:•d•
P •o r - -- 1 -- 0, 36 max.
Dn
Monolithic d5, -- ___ 5„•
Sections
}
1'to 5' a PRECAST CONCRETE ; os
--- - ---
V ; ° - -- -- ---- p t
,° �O 1 oD n i ° • n , , •R vo° a
SET ON A SOLID BASE
TYPICAL SECTION
SOLID CATCH BASIN
NOT TO SCALE
I
Standard Sizes Heavy Duty - ---- _- -- -
--- lift
Sections: Thru Drains, Type M A
I_ _-----_VA14IA9LE
I
R-4996-A 1
with grated cover
I ill 2
t t:
10
5
�ls ordered
R-4996-A2*
with grated cover
, 7
l la
5
! '4s
oraered
R-4996-A3
with grated cover
1 1 ? _
( 1 1,2
, 10
12
s ordered
R-4996-B 1
with solid cover
1 11•z
11
10
b
s ordered
R-4996-B2
with solid cover
7
1
5
4!.'<
�os ordered
R-4996-03
with solid cover
1 11/2
11'2
10
1 12
Gas ordered
I
DATE
DESCRIPTION
DRAWN
CHECKED
R E V I S I O N S
DETAIL SHEET
PREPARED FOR
. . M. V. . STEAMSHIP UT R TY
IN
HYANNIS
LBARNSTABLE
MASS.
SCALE: AS SHOWN
DATE: DEC 19, 1988
ho lmes and me rath® inc.
civil engineers and land surveyors
200 main street
falmouth, ma.
02540
�; c ,rc7`v ;?�
pip•
f•, ;
DRAWN: MSE
CHECKED:I�r,
JOB NO: 88166
DWG. NO: 33-2-40
SHEI-T 3 OF