64-216 - COLLINS STREET/WEBB STREET INTERSECTION - CONSERVATION COMMISSION DEP 64- 21 (.P
� Plans �.
TRAFFIC SIGN SUMMARY _ 2.3/8. A
4-1/4" 5-3 4 0 7-5/8" A
SIZE OF SIGN TEXT DIMENSIONS (INCHES) NUMBER COLOR POST SIZE A • - A
AND
CATION
NUMBER AREA SQUARE UNIT AREA IN �—
Fl- ]o
CATION TEXT LETTER VERTICAL ARROW SIGNS BACK- LEGEND BORDER REQUIRED S.F.
WIDTH HEIGHT ( ) FEET \ `i
NUMBER HEIGHT SPACING RTE MKR. REQUIRED GROUND 64 1 w
n I a oN
BLACK LEGEND 24•- � YELLOW BACKGROUND 0
SEE 1988 M.U.T.C.D. SEE 1988 M.U.T.C.D. RND�12) OUTIUNE OF N
AND 1990 AND 1990 MOUNT ON 6.25 100 BLACK BORDER SIGNAL BASE
R1-1 30' 30' STOP UP(1) CH OO —�
STANDARD DRAWINGS STANDARD DRAWINGS
BLACK LEGEND L T
P5(1) WHITE BACKGROUND SPEED LIMIT 2-1/2'
R1-2 36'X36"X36" YIELD RND(1) 450 13.5 48' MAX. DISTANCE BETWEEN
MOUNT ON FLASHING YELLOWBOLTS 12-3/4
UP(1) LIGHTS- 20 STIRRUPS-3/4" USS THREAD n �-
w
BLACK LEGEND
R5-1 30" 30" 9
MOUNT 'W/R1-1
(2) 6.25 12.5 FLASHING\ F II II II
�- ILLUMINATED NUMERAL
II
/F?
MOUNT W 1-1 (PORTLAND ORANGE) I I II II
R6-1 36" 12" 0lIE I�AY
P.B.S. (1) 3.00 3.0
u
� I I
SCHOOL ZONE SPEED UMIT SIGN DETAIL S5-1 a CLASS "D" CEM. CONC., C
' N.T.S.
NO PARKING ANYTIME MOUNT ON UP
R7-1L 12" 18" (2) 1.50 3.0
R7-1R 12' 18" NO PARKING ANYTIME RND(2) 1,50 3.0
SECTION A-A
CONCRETE BASE
R7-2c 12' 18` 7.10 RND(5)
AM N.T.S.
4:00 PM MOUNT ON UP(1) 1.50 9.0
EXCEPT
R7-20L 12' 18" NO PARKING TO CORNER RND(1) 1.50 1.5
MOUNT ON
R10-11b 24" 24' NO TURN ON RED SIGNAL POST 4.00 16.0
(4) _
S1-1 36" 36' RND.(2) 6.75 13.5
S1-1P 36' 12" SCHOOLF�ZO E MOUNT IW/S1-1 t�
(2:) 3.00 6.0 r'
S2-1 36' 38' RNDION
MOUNT ON UP 6.75 54.0
S5-2 18" 24" RNDi(2) 3.00 6.0
ZONE
y
O
O O
H11-2 24' 24' 0 0 o P5(2)
0 0 4.00 8.00
0
NOTES:
REFLECTIVE STREET NAME SIGNS SHALL BE MADE OF TYPE "A` ALUMINUM PANELS,
8" HIGH OF VARYING LENGTH. ALL LETTERS AND NUMERALS SHALL BE MADE 6`
FHWA STANDARDS, SERIES "C`. ALL LETTERS USED TO ABBREVIATE STREET, AVENUE,
ETC. SHALL BE 3" FHWA STANDARD, SERIES "C'.
HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE SHEETING SHALL BE USED FOR ALL
SIGNS. THE 1988 "MANUAL ON TRAFFIC CONTROL DEVICES", THE 1990 `STANDARD
DRAWINGS FOR SIGNS AND SUPPORTS" AND ALL AMENDMENTS WILL GOVERN.
ALL STOP AND YIELD SIGNS PROPOSED IN THE CONTRACT ARE SUBJECT TO FIELD
CHECK BY .THE ENGINEER BEFORE INSTALLATION.
ALL SIGNS IN SIDEWALKS SHALL BE MOUNTED ON 2' 0 POST
JUNE 993 TRAFFIC IMPROVEMENTS ON DRWw Rizzo �,S'SD TsxEET No.
WEBB STREET WEBB STREET/FORT AVENUECI14T�S; INC.
DES. NBD
SCALE AND FORT AVENUE CORRIDOR TRAFFIC SIGN DETAILS CHKD VK Engi�teers and Eravi�n�nental Scientists 26 AO.
N.
PLEF
REVISION NONE
APRVD 235 Xest Central Street, Natick, AfA 01760 FILE NAME
PSG
2608P5A.DWG
at1l� 0 199
KR TRA.CKS PROPOSED SIGNAL HEADS
_ PED.
12" TYPE B
---�'"��� - "FIBER OPTIC" MAJOR ITEMS REQUIRED
DON'T 1 TEM
- R WALK 1 CONTROLLER TYPE 4DW WITH 4 PHASE FRAME CAB.
Y BASE MOUNTED WITH CEM CONC. APRON
.. I 4 VEH. SIGNAL HEAD, 2 WAY, 3-12 LENS
I
WALK 8 PEDESTRIAN SIGNAL HEAD — TYPE B FIBER OPTIC
4 SIGNAL POST AND BASE STANDARD —10 ALUMINUM
t P1,P2,P3,P4 4 PEDESTRIAN SIGNAL PUSHBUTTONS W SIGN & SADDLE
1 { 1 P5,P6,P7,P8 1 SERVICE CONNECTION OVERHEAD TO UP 8 1/3)
Xkp I A,B,C.0.E - — - --
t
1 IF,G,H
--A I __ NECESSARY DUCT CABLE LABOR MISCELLANEOUS
,t m I - MATERIAL & EQUIPMENT TO COMPLETE THE
INSTALLATION.
1 � I
1
tt I NOTE: --
t
V
-
+ V� I i24 1. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH
/a TUNNEL VIISORS
,�S I
't r-------- ----- ---- HSE,32
Li %II ,
` H4H PKOPELLE ', j HSE. -
SFi%iP. INC OVERHEAD PHASE SEQUENCE
C1 U E N C E }! '
SERVICE i t
CONNECTION
- --
P4 SL I' FLASHING PHASE A PHASE B
�:�
_
� STREET DIRECTION FACES OPERATION
-,-- 3 5 6
P '
— - - - CW fY-_
* - - -
cx � C E WEBS STREET EB E H Y
3� PVC CONDUIT (TYP.) '.� 6 WEBB STREET WB AID FY -R--a- R
CONCRETE ENCASED O(G ESSEX STREET NB CF FR R R R R R
_ ESSEX STREET EXTENSION SB B G FR R R R R R
DYCL F t PEDS — ALL Dw Dw DW w Fow DW
TIMING IN SECONDS
\\ U 1 --�� YELLOW CLEAR 1 3
B SWQ i .,.�" / ALL RED CLEAR 2
tt �� WALK INTERVAL 7
Cw PV �, /''��� PED. CLEARANCE _ 15
1
► /.
NOTES:
PSL 1. FLASHING OPERATION SHALL COMPLY WITH PARAGRAPH 48-18 OF THE M.U.T.C.D.
P8
J' H5E. i 2. THE SIGNAL SHALL OPERATE UNDER FLASHING OPERATION UNLESS ACTUATED BY PEDESTRIANS.
C,HUKGH
C�!'�Y S i' t
1 ( ;.
QouU T
� n
1
!3 .112
t1
It f/ / •
I 1
"� I� '
70
TRAFFIC SYMBOLS
I � I 117 0— SIGNAL POST
VEHICULAR SIGNAL
PEDESTRIAN SIGNAL
CONDUIT IN ROADWAY
444 1
(CONCRETE ENCASED)
CONDUIT
.I. h
DA'L'E MAL NO,
F»w� > >
JUNE 199,3 TRAFFIC IMPROVEMENT ON WEBB STREET WEBB ST. /ESSEX ST. /ESSEX ST. EXT. DES NL50 Rizzo AS,S'OCiw TEs, INC.
DRAWING NO.
SCALE AND FORT AVENUE TRAFFIC SIGNAL PLAN CHKD vK9,
En 27LeeTs and Envi?vnmental Scientists 2608 - 02- 011
oIF n.aTF; rzr �>sroti 1 -20 235 West Central Street, Natick, AIA 01760 FILE NAME
\F RVD p5G 260BP6 2 DWG
joN 10 1993
F
-
GOLUMDU5
5QUARE
� �VlI�ITER
ti
1
�J
FORT �TO t
1 HPUSE t � /
14' pot-'—
WEA__.--
---�
14'
-�� GATE
d
DATE DRW-N MF/CDH SHEET M
JUNE 1993 TRAFFIC IMPROVEMENTS ON WEBB STREET WEBB STREET/FORT AVENUE DES NSD/'✓K RIZZo ASSOnrwTEst INC. >0
DRAWING N0.
SCALE AND FORT AVENUE CORRIDOR PAVEMENT MARKING AND SIGNING PLAN CHKD VK Engineers and Environmental Scientists 2608-02-010
r%o
F1
REVISION
1"-40' �P�� I�_ PSG __ 935 West Central Street, Natick, hfA 01760 26o6P7 ME
PROPOSED PAVEMENT
W MARKINGS (SEE M.U.T.C.D
OR SECTION 7C-6)
SERVICE CONNECTION
N2 RI S5-1a
TO UP 561 r ; SERVICE CONNECTION'S s 35
7p ' 18'TRL + / W/ OVERHEAD WARE \
(� 70 ' J , TO UP# 25014X ;; �' /�� �
R1-1
55-2 #9 0-1(25)(R&S) I D(� I i' r
W4 R I CC R2-1(30)(R&SS / -
52-1 '. L�ENTLE 5CHOOL �_._ O ' '
v ---- 12 TREE `� 4 •"
t ,
W - I ANL) PLAY(-"ROI.)NC JJJ ,AL -M
// �1 ' KECREATION
VF .bP,. _ ` 11 I I� I N I BASKETBALL _t5,_ , DEPT. AIS
RT
ur
S2 1
- T NORTH 5HOKE
—�_
_ I F- t'- // i R1-1 a nM6uL NiE
�MIiISlA1K /-
1�3
_ f -. �_ -_ - _-_ -
1
�� 2 1(25 RADS \ �-
(0= I_�---�- -�� _ _ .��_ S2-, '� IgUtvRJ �' i 1:r-�/ . 8' j , �� � � 0
- - 18 MH �_��a� / �, !" 805
N E r
/ 3 PVC CONDUIT -,-__ `_ -°m „� 1 _. 3 ,,.,ir-;Nt -'-q- j CW _.._ 14 5 5�� � - -/ � S5-2
ENCASED IN CONCRETE - -- rJ 3-2- 5• DYCL 18, - / g0 /
PROPOSED PAVEMENT #� _
v
-Ik K) - 50' D 8,* , 2-1(30)(R&R)
MARKINGS (SEE M.U.T.C.D. - 1 "� 3 r.< R1-1 Y� - p
SECTION 7C-8) —,.__ -_ ana >z "-- 18 c� sl., , �" ,-/ -
t 14 ; # I6R6-1_ -
�_
/ - -_
FS `_. w4-1(RAS) ',: LOCKHOU5E
n F,. 5QUAKE
S2-1
NIKI
R2-1(30)(Rm3 A 9,y
i y�.lj' •" TMH ��
/.
R1-1 2O
. TALL eax R5-1 -% o
�- D3(RdcS) v
{R5-1 (R&,S)
S7-1
w--1 , R2-1(30)(RdcS)
445 047 ` `
I: � i
141 443 49
' ' r t I j�� 1 I t I I
/ L� / -
1�,1 I I I
i
1
t
- --
11.38_ �
i
MI
',4' -- -- - F CART AVENUE --
8
,645
FORT AVENUE 30' DYCL 1575' DYCL -- ---
C4
� 14
14' 1135' SY1EL - _ -
T
04
(7 3 w
� r w
Wz
w6�
I ► J �nz
z
w
MF/GDH SHEET NO
jl
DA 1,[.
TRAFFIC IMPROVEMENTS ON WEBB STREET WEBB STREET / FORT AVENUE DES NBD/VK Rrzzo �SSOCI�IT�'S, Ac. 9
DRAWING NO
SCALE AND FORT AVENUE CORRIDOR PAVEMENT MARKING AND SIGNING PLAN CHKv VK Engineers and Envimn7nental Scientists 2608- 02-006
tics rr' REvtsto i 40 PSG 235 Xest Central Stmet, Natick, MA 01760 2 FI
B ME
F1PR� PDWC
JUN i L Iyjj
LIMIT OF WORK - MEET
WORK DONE BY OTj RS
SEE TRAFFIC IMPROVEMENTS AT WEBB STREET AND
BRIDGE STREET INTERSECTION PROJECT FOR WORK C \
IN THIS AREA DONE BY OTHERS. COORDINATE ALL S 0,
WORK BETWEEN PROJECTS.
\ 4�; S 1-1(RdcS)
1 #113 S ~\
H
H5E
YO
# 106 � I¢ —_ � R1-1 I -
10 WIDE BIT. CONC. TRAIL HOF #�j L4
-
di
MGMANUS tr � ,
a �. Asa _ _ _ — _� t ' DY — SQUARE ; J �>P ,
r r f
SWLL
—
CW
v
# 110
01
Cw
VACANT LOT �.� # 'I l� I HS I CW �+
v CW 12` ( ! I 'H�A'^YUEN SAFE
i .'r . # # 12� # 12! A. LOCK # !1? h� / R1—t ��Q (Rl�- i 5 f .5 F"
21 (V� R1-1 / / �— J
# 112 -r � �
YX
ET
��� �\U�� R1-1 JI FLQ�� I
A 2 I—
� � ul
--A ' i7 EMH
#1 iGL"G7 S .
VP
#
Pf .�,
/ �YY
R.R. TRACKS _ /
•l
OA.RAOIF
\ qY
7 7(R&S) 7- Lk
�i
I i
i;.
# la
#24 5Q ARE#75 # . h PRU5AK
s 2-1�ai7 , #54i52 ?
El
... HSE. R7-2C , ,17 -1 18.5 ��.; I \ Y,� 5 DYL I 1 # 4� d° \ 0 D I I 5HC CL
INC 1 /
It TREE? i ✓ i"- 5 S _
E" T/l , I CW _ __ —__1 3 .. -. `•. WHITE CHEVRON
W
90'! SL - _/�"
, -- - �_yy;�, --�� r t8r MOUNT ON 9r ,,.o:rf= 1
E
HSE i — yy Stauu POLE tea-- -s.`"s )— —1 # i% I
r 9 10 ;
ur
Uw RI-1
HSE.. T HSE _ i' 0 89 .« is OL
rV W H5E. I / 1 1 St ----y"' CW 9
WE55 '�llIGHVRC H I SL �� HSE Fi�'I R1-2 I
R1-1 / `� ► R1-1 4C ZIC�6Yy LA H1-2
0� >� sHNUT _ ?
O V) ac 0 STREET 24 ,
25 O
1-1 lL. R7-2 t' w — R1-2
NOTES: #5
1. ALL EDGE LINES ADJACENT TO TRAFFIC ISLANDS SHALL 0 R1-1
BE LOCATED 1 FT. FROM CURB. a
2. CROSSWALKS SHALL BE 8 FT. WIDE. STOP UNES SHALL Q
BE LOCATED 4 FT. FROM THE BACK OF THE CROSSWALK,
UNLESS OTHERWISE SPECIFIED.
y 31` 1 27
i � 70
m P7-20L (R&S)
� I
SHEET NO
' DATE DRwN MF/GOH Ac.
D
JUNE 199:3 TRAFFIC IMPROVEMENTS ON WEBB STREET WEBB STREET/FORT AVENUE DES NSD/VK RIZZO AS'SOCI�1 TD'S, 0
DRAWING NO.
SCALE, AND FORT AVENUE CORRIDOR PAVEMENT MARKING AND SIGNING PLAN CHKD VK Engineers and Environmental Scientists 2608-02-008
1 " - 110 935 West Central Street, Natick, AM 017'60 FILE NA.ME•.
�o
Ffl
REVISION APRVD P5G 2608P7A.DWc
P /
REPAIR EXIST. PAVT IN
POOR CONDITION WITH FULL /
DEPTH RECONSTRUCTION / _ �`I IC,a WT
EX,5T. D T. r W&
COW'
REMOVE EXIST. GOLUMDUS
AND ROEPLACE WITH � � � SQUARE
GRAN. CURB -
PROP. GRAN. CURB AND
GRASS STRIP REPLACEMENT
(4" LOAM & SOD) AS
DIRECTED BY THE ENGINEER35V1:' --_. NITER
_
REMOVE EXIST. DRIVEWAY
381 ,moi i
APRONS AND REPLACE WITH �\ leofjD
4" LOAM do SOD. SAW CUT .Fa`innro,.k
EXIST. CEM. CONIC. AND
/ REPAIR EXIST. SIDEWALK AT
DRIVEWAYS AS DIRECTED / `/� REPAIR AREA OF POOR
PAVT CONDITION WITH FULL
DEPTH RECONSTRUCTION
REPLACE EXIST. CB \ \ r
AND INSTALL A NEW \ \
GRAN. CURB INLET �' 37� � \ R,Oj r "'
i
PROP. GRAN. CURB AND
GRASS STRIP REPLACEMENT
(4" LOAM & SOD) AS 1. h�W�.
DIRECTED BY THE ENGINEER _ �J� = Ki -PAVEMENT iN
POOK CONDITION
MH
5MH
R:806t 0 JP 48,877ssr" /
cCE'(5UNK1
RELOCATE U.P.
_ BY OTHERS
till - - - -�� �� REPAIR EXIST. PAVEMENT
- - _�- - IN POOR CONDITION WITH
PROP. OVERLAY TO MEET FULL DEPTH RECONSTRUCTION
d EXIST. EDGE OF PAVT AVENUE
FORT
DRW% MAL/GOH SHEET NO.
DATE r�c. 7
JUNE 1993 TRAFFIC IMPROVEMENTS ON WEBB STREET WEBB STREET/FORT AVENUE DES MLN Rizzo ASSOCIAT�',S; l
SCALE DRAWING NO.
it AND FORT AVENUE CORRIDOR GENERAL PLAN CHKD VK Engineers and Environmental Scientists 2608-02-007
No DATE REVISION 1"= 40' 235 Nest Central Street, Natick, AfA 01760 FILE NAME
APRVD PSG �a0F1117 2 Dwc
3i h 10 1�9f
AFF
PROP. GRAN. CURB AND
GRASS STRIP REPLACEMENT 4
/r (4' LOAM & SOD) AS
rn �/r d� DIRECTED BY THE ENGINEER
Z
70 ct� REPAIR DRIVEWAY APRONS AS Y�
J� PROP. AREA OF ;y D o% , „N DIRECTED BY THE ENGINEER (TYP.) Thi, .,l� !
COLD CANING Cl a '- UR / ` -rt�P j �ill� Y-
DIT GONG I (TI I r �c2 / REPAIR EXIST. PAVEMENT % 1
1 PAVEMENT IN
lANLAYCOUWCi
- N. C.ONC
� _IN POOR CONDITION NTH
7,
!
yr,
-L CGREATI. N
4Syq � p . PAVEMENT AUU77FULL DEPTH CONSRUCTIONPOOR GONOITIO \ v HGG _ RRTaIN POOR CONDITION WITH NTH sH�E \
`
x, -: FULL DEPTH CONSTRUCTION / AMDLILA.N( E.
\ I�Nv
... SMNIS�KdKT.. ....:.:::::;::::'•::>:...........::::::•........ Q
(� :::;:•::»::::;c>:•:cs-:;:. O ::.•::::.,::....: . :..: ur REPLACE
FOR -----APPRQX COVER 6. - - I -PAVEMENT IN
�.�Vw.� PR 1 'SPO
... REPLACE A ,,5 ,MC (M1I�>-, _ ,P PAVEMENT IN . CONIC. �
- "' Dc - _ " a POOR GOND,TjON rSIDE ALK - REMOVE
::: ::.-:::::.:::.-.::.::.:::.... COVER �1 VE C _ y EXIST. CURB AS DIRECTED i ;
..... .. ........
max -,-�.. .. NUE <:. .:.:: _ -_____ _ , ,
GRAN. CURB (R&R) � ��'�! I � - ..- _ .�sMHISLTuo ... ;.;`. _ _ ........ ' � `! E � � RO.
PR w,�.Ixvu 441 X
! - PAVEMENT !� nWCISINKr OP. CEM. CONIC. REPIELE vtc' - of c N �2 1j� R EXIST. PAVEMENT
I A FJyy7POOR (-Ow- I - - WHEELCHAIR RAMP \ 64 POIORECONDITION WITH
O NE
PROP. AREA OF 12 I _ �_.. CO E FULL DEPTH CONSTRUCTION
COLD PLANING I r ,- -" :- :`:;:_:;`.,. 'vllut PROP. GRAN. 'f \�j PROP. GRAN. Fh oF.
la II ! - a 16 _ CURB I �LOC.KHOUS �� ,
.... .. .
'Y�'��
- 4 SQUARE REPLACE EXIST. BIT. CONIC.
_ 1-DEVIN GEM. 29 BERM WITH GRAN. CURB
REPAIR EXIST. PAVEMENT Ig W GOru_ G REPAIR DISTURBED AREA
j[LMti �$ ' . p ��� 42
s a +
i F O WITH' LOAM & SEED
IN POOR CONDITION WITH y.. k : ' �� �J
FULL DEPTH CONSTRUCTION PCk
LANING OF COIR }1 ` 1
CONTROL POINTS I d p 631
EXIST. WHEELCHAIR RAMP'
POINT N0. COORDINATES DESCRIPTION PROP. 6' CEM. ' ' TO BE REPLACED OR
N 5591222481 CONC. SIDEWALK I 63 ' 32 -0 REPAIRED AS DIRECTED y� y
5 E 766706.5270 NAILPK
EXIST. CURB + /. 33 i� BY THE ENGINEER
EXIST. CURB
N 559357.0475 TO REMAIN -�� `� r ' TO REMAIN PROP. 7-M2
6 E 767455.4425 PK NAIL j;F,�r� (ZUMI CRABAPPLE) Q
FULL DEPTH " i PROP. 4' LOAM & SOD 9
CONSTRUCTION �j PROP. 3-SJ (REGENT • 640 `���p
BLOCKHOUSE SQUARE BLOCKHOUSE SQUARE ��LVr ss - SCHOLAR TREE)
POINT NO. COORDINATES DESCRIPTION POINT NO. COORDINATES DESCRIPTION -L PROP.
LIMITOF OVERLAY- GRAN PROP. 4' LOAM & SOD
N 559156.5410 N 559133.3697 CURB '
628 E 766495.0778 FACE OF CURB 636 E 788856.1101 FACE OF CURB
629 N 559148'2838 FACE OF CURB 637 N 559105.4271 RADIUS POINT768684.7320
630 N 559131.3514 RADIUS POINT 638 N 559145.4267 FACE OF CURB
E 766583.9711 E 766684.5527
631 N 559114.2187 FACE OF CURB639 N 559145.6043 FACE OF CURB
E 766589.4911 E 768724.0646
N 559085.9301 N 559055.6052
632 E 766501.6904 FACE OF CURB 640 E 766724.4692 RADIUS POINT
633 N 559086.5586 FACE OF CURB 641 N 559143.6962 FACE OF CURB
9074
634 N 559150.0034 RADIUS PUNT 642 N 559138.7755 FACE OF CURB
E 766574.5453 E 766766.4789
N 559100.0148
635 E 766623.5467 FACE OF CUR8
REMOVE EXIST. DRIVEWAY REMOVE EXIST. DRIVEWAY
APRONS AND REPLACE NTH APRONS AND REPLACE NTHI 4' LOAM & SOD. SAW CUT 40 LOAM do SOD. SAW CUT
EXISTING CEM. CONIC. AND EXISTING CEM. CONIC. AND PROP. GRAN. CURB AND
GRASS STRIP REPLACEMENT
REPAIR EXIST. SIDEWALK AT REPAIR EXIST. SIDEWALK AT /
DRIVEWAYS AS DIRECTED DRIVEWAYS AS DIRECTED ; (4' LOAM & SOD) AS
PROP. GRAN. CURB AND r • i�% ��� .,
GRASS STRIP REPLACEMENT
REPAIR AREA DIRECTED BY THE ENGINEER
POOR REPAIR AREA OF POOR 153
(4' LOAM At SOD) AS PAVEMENT CONDITION
TION WITH PAVEMENT CONDITION WITH
DIRECTED BY THE ENGINEER FULL DEPTH CONSTRUCTION n5
/ ` / FULL DEPTH CONSTRUCTION LI PROP. GRAN. CURB INLET PROP. GRAN. CURB AND
145 ia� g / AND REBUILD CATCH BASIN GRASS STRIP REPLACEMENT
c 37 rail 151 I I I 4' LOAM & SOD AS
1.1°1 141 •a3 I I I I ( )
I I I I I I L I I I I f
INi DIRECTED BY THE ENGINEER
►�` I t I I I I I - _ 1 y _ .. I HrD / 'OAR Gi?NIJItTION / APPROX R.O.W. - A
u /<: r'nN `_-IL'>FwALK lfi' i7i8 �P _ - - - - - - - - -- ---co_Rn_Ss-• 1 - - -
- - -- - - - -
- � - R=800,t A
x FORT AVENUE
�' = 1 FORT AVENUE
C)wvls,.. I W
C" 42.1 - 42'1 `J1 ;2
^10EWALK i ^tel
iMh
n 78487 B- _ - _-
i NYC' V
- - - - - �- - - - --a - - - - - �- - - - - - - - APPROX R.O.W. - C--r
PA.vEMt-N. N - . F " GRANITE PAVEMENT IN
f� REPAIR AREA OF POOR P, INv POOR <.ONCIT1aN � Enr DIr. OL U� c,uee Poc�R cennlTlc>N PROP. OVERLAY TO MEET REPAIR AREA OF POOR
a.REP. CMC.. CURD Il_I L�1 GURD
PAVEMENT CONDITION WITH LIMITS OF EXIST. EDGE OF PAYMENT PAVEMENT CONDITION NTH
FULL DEPTH CONSTRUCTION GRANITE GURD�/ / PSR w VERLAY FULL DEPTH CONSTRUCTION
L GEM GONG CURB-/ d-
REPLACE EXIST. BIT. CONIC REMOVE EXIST. BIT.
BERM WITH GRAN. CURB CONIC. BERM IN POOR LIMIT OF �Z Z „
REPAIR DISTURBED AREA CONDITION AND REPLACE LrJ
HATH 4' LOAM & SOD WITH GRAN. CURB OVERLAY >-
AS DIRECTED Z W
w a� Q �
ui <
z " � Z
SHEET' NO
JUNE 1993 TRAFFIC IMPROVEMENTS ON TiNEBB STREET WEBB STREET FORT AVENUE I'xw` MAL/GOH 1?IZZ0 A,S,SomTEs. INC. 6
DES
SCALEDRAWING NO.
1 = 40�
AND FORT AVENUE CORRIDOR GENERAL PLAN CHKD VK Engineers and Environmental Scientists 2606-02-006
�) DATE REVISION
235 ATest Central Street, Natick, AfA Of760 FILE NAME
�
AYR4'D P5G 2608P7B2.DWC
�iilN 1
0 1993
LIMIT OF WORK - MEET EXIST. CURB TO REMAIN
WORK DONE BY OTHERS
ABANDON EXIST. CB, CBCT
SEE TRAFFIC IMPROVEMENTS AT WE88 STREET AND LIMIT OF COLD PLANING AND DRAIN PIPES. CONTRACTOR
PROP. 12' DROP CURB SECTION AND OVERLAY TO DETERMINE LOCATION AND
BRIDGE STREET INTERSECTION PROJECT FOR WORK \
AND SLOPED CEM. CONC. SIDEWALK C �-\ DIRECTION OF DRAIN PIPES
IN THIS AREA DONE BY OTHERS. COORDINATE ALL LIMIT OF COLD PLANING
REPAIR EXIST. SIDEWALK AS AND INFORM THE ENGINEER.WORK BETWEEN PROJECTS. DIRECTED (SEE DROP CURB DETAIL REMOVE EXIST. MEDIAN
IN CONTRACT DOCUMENTS) \ 'P� s ISLAND. REPAIR PAVMENT WITH PROP. TRAFFIC ISLAND
< Fj `FULL DEPTH RECONSTRUCTION WITH 4' LOAM do SOD REMOVE EXIST.
10' WIDE BIT. CONC. TRAIL \ . . PROIP. AP WHEELCHAIR RAMP
# 113 AND GRAN. CURB WORK MgpLE)ORE PROP.
CONTRA CCI CONTRACTOR VERIFYD 120 RCP
RECONSTRUCT BIT.
(TO BE DONE BY OTHERS) / sMN CONC• SIDEWALK
5 / EXIST. DRAIN LINE AND
2 % MAKE CONNECTION AS, E PROP. AREA OF
16 2 DIRECTED BY THE ENGIN ER COVER�
# Ips, REPLACE '- ,mmR=50' 'T � PROP. BIT. CONC. WHEELCHAIR LIMIT OF COLD COLD PLANING
1 �.¢ COVER / RAMP -AS DIRECTED REMOVE EXIST. CURB PLANING
624 ,
10' WIDE BIT. CONC. TRAIL _
#90
x h2
Ir 6E APPROX. R .W. - 613 ' 2 d
N 89'00'36' E _
3t 3 G
- - - - RB r
-_ En
d
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i., i KIA U�
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z
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I y OW -
" _. T % EXIST. IS #9`1 /� /� / REBUILD SMH
VACANT LI" 1
/ / LIMIT OF COLD TO REMAIN REPLACE
HAYDEN -,AFL 0 /�' / \ a2a U
3J, F4 / PLANING AND LIMIT OF � O COVER PROP. AREA OFNr#1� # 113 # lam ANG LUCK GO k '1% LIMIT OF COLD ri / � OVERLAYCOLD PLANING AND vl / , . COLD PLANING1PLANING OVERLAY 1 J`ASC �j Wl Q REPAIR AREA OF
C �p VV LD" / 1V� ��� / `/ �U �� LIMIT OF COLD STfZEET POOR PAV T WITH 3
T \ 0 vl �� vl PLANING AND FULL DEPTH
r,. Ll OVERLAY RECONSTRUCTION LIMIT OF
RECONS-9
I O UCTION
Nn L FN[? �c. s�' v Q COORDINATE WORK
_ EMN EMH p,,41 i,; LSSEX/WEBB ST. PRUSAK SQUARE
#114 1 J? 7
T� Q� �.,, POINT N0. COORDINATES DESCRIPTION POINT N0. COORDINATES DESCRIPTION � WITH OTHERS ON
t llw \ ANDREW STREET
m " 601 N 559724.6370 FACE OF CURB 611 N 559825.1473 FACE OF CURB CONTROL POINTS McMANUS SQUARE
\`�/ E 766595.1084 E 766817.7827
"'` ` �. N 559725.3029 N 559822.4450 POINT N0. COORDINATES DESCRIPTION
RADIUS POINT 612 POINT N0. COORDINATES DESCRIPTION
NAIL FW> 602 E 766599.0525 E 766819.085a RADIUS POINT 621 N 560312,3838 FACE OF CURB
Dw S _ N 560239.8989 E 766590.2105
T N 559723.7404 N 559819.4721 1 E 766742.5257 PK NAIL
603 FACE OF CURB 613 FACE OF CURB N 560284.2959621.064
,� E 766602.7347 E 766819.4883FACE OF CURB
`-1DMF1 � 2 N 560235.9017 622 E 766621.0764
N 559678.4267 N 559827.0566 E 76651L2402 PK NAIL
604 RADIUS POINT 614 RADIUS PONT N 560247.3482
E 766709.5180 E 766875.4515 623 RADIUS POINT
�- N 559761.6704 N 559830.0294 3 N 559766.9391 E 766587.3286
E 766529.6412 PK NAIL
rt 605 E 768628.7313 FACE OF CURB 615 E 766875.0486 FACE OF CURB N 560270.6015 `\
N 559858.4129 624 E 766631.5924 FACE OF CURB v /�� y REPAIR AREA OF
N 559764.5408 N 559832.0177 L4 E 766793.1561 PK NAIL / �.(yl POOR PAV'T HATH
MH V_12: 606 E 766625.9455 RADIUS POINT 616 F 766677.2950 RADIUS POINT _ r FULL DEPTH
N 560293.8548 REPLACE GRAN.
625 E 766675.8562 RADIUS POINT � � RECONSTRUCTION
N 559768.4943 - N 559875.0983 CURB INLET
607 FACE OF CURB 617 F 766925.9681 RAIDIUS POINT N 560244.1158 FACE OF CURB '
E 766625.3375 626 E 766670.7540
N 559763.6239 N 559848.6421
608 E 766593.6713 FACE OF CURB 618 E 766866.5958 FACE OF CURB N 560232.0337 NNnA
627 N 559758.6820 N 559847.8281 R.R. TRAGKS „ r REB
609 E 766594.4314 RADIUS POINT 619 E 766864-7689 RADIUS POINT _�� - EXACT PROP. CURB LOCATIONS SUBJECT 0� O� REPLACE COVE
U---17 "y. _ -'"'_"� TO FIELD MODIFICATIONS AS DIRECTED
N 559757.8497 N 559849.5568 ..�---{ ` . - ^
610 E 766589.5011 FACE OF CURB 620 E 766863.7633 FACE OF CURB - =�.J-------�--- LIMIT OF BY THE ENGINEER. ° '�
_ �- OVERLAY It, u�
EXACT PROP CURB LOCATIONS SUBJECT EXACT. PROP. CURB LOCATIONS SUBJECT REPLACE GRAN. 4 i '{' �n�
TO FIELD MODIFICATIONS AS DIRECTED TO FIELD MODIFICATIONS AS DIRECTED CURB INLET
REPAIR AREA OF BY THE ENGINEER. BY THE ENGINEER. 4
POOR PAV'T WITH REMOVE EXIST. 4' TO 5' TREE REPLACE, PROP. AREA OF
FULL DEPTH AIR AREA OF ? - - PROP. AREA OF / 1 COVER" :" COLD PLANIN
RECONSTRUCTION GRAN. CURBSTUMP AND REP X L
POOR PAV'T WITH FULL DEP MKI UNIT OF COLD PLANING vtis ,+► A
(R&R) REPLACE PROP. AREA OF COLD PLANING
RECONSTRUCTION INCLUDING 1 �1`
COLD PLANING -A # I/+
Q I COVER _
I PAVE6£NT 1N BIT. SIDEWALK AND RESET sMrt REPAIR AREA OF POOR \ PRUSAK ,7 -
I fol cUNclT'Oly
EXIST. CURBING AS REQUIRED (n PAV'T WATH FULL #24 � �.} �-�
#5G - lid -+"' rn i . DEPTH RECONSTRUCTION '1 ' �%`' / :` SQUARE _`�_
�1 I i I i '% / "NJ \ _ _ _ OVERLAY
I # MIT OF
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- - .................... EXPOLEVESED
# :: E _ _ RO ir1 MIT OF r W
HSE. I I I w� .: A. ::.ta„ 5 $ - REPLACE OLX LI LIMIT OF
C7 4 _ ate ' Ir
Y ° :4-- _' �- vwa:•... ntv 1 �--' OVERLAY
M-' y�J
r H :::: jls a_ COVER �� COLD NI
Ih
rl... :.:. 3 - 60 4. PLANING
r HSE. I i. � / HSE. WG HSE. I I .ti ��� ---L w_, R=5 50 6 R= I P
y / Ut ti HSE. I` �• 609 6 p, ��OF �' in f PROP AREA OF 1
LLJ I LIMIT OF COLD I '. 610 � , LIMHS, PROP. GRAN. CURBING' COIR P ANING
LL! PLANING AND r 4' I �' COLD ��E TRAFFIC ISLAND WITH
PROP. 6 WIDE CEM. CONC.
wE� 5 �' _Z OVERLAY t ? CHURCH r REBUILD
PLANING 4' LOAM do SOD
� � �!'� ' REPLACE £ � ZIC�(�Y': SIDEWALK AND CEM- CONC.
- PROP. AREA OF '� I COVER 1 W DONUT - ` WHEELCHAIR RAMP (2) Z
COLD PLANING `� I-i -sem 1 LIMIT OF COLD I' I` SHOP sol a REMOVE EXIST. GRAN. CURB do ISLAND if I
~ a� PLANING AND:" Tr 0 W LIMIT OF _ r REPAIR PAV'T WITH FULL DEPTH RECONSTRUCTION
PROP. 7-RR BEACH
LU GI , W W COLD PLANING ' ' i R 4' / ,
OVERLAY OC OL 603 \ REPLACE EXIST. CATCH BASIN ROSE) IN 3 PINE
O OC STREET / / AND RESET CURB INLET BARK MULCH BED
ti ..
� W � ''��dj,,�„�;"-=.."��•,, AS DIRECTED
PROP. 7-RR (BEACH
ROSE) POOP CEM. CONC.
WHEELCHAIR RAMPS (2)
REMOVE EXIST. GRAN. CURB
AND ISLAND. REPAIR PAV'T WITH
FULL DEPTH RECONSTRUCTION 1 - PROP. 6 WOE CEM.
1 ( CONC. SIDEWALK
LIMIT OF ]{
OVERLAY s1�1
PROP. GRAN. CURBING
TRAFFIC ISLAND WITH
3' PINE BARK MULCH
SHEET NO.
DATE; uRwtiMAL/GOH D
wEBB STREET WEBB STREET FORT AVENUE Rizzo A,SAS'OCI14T�',S; WING. 6-
JUNE 199:3 TRAFFIC IMPROVEMENTS ON DES MLN
DRAWING NO
SCALE AND FORT AVENUE CORRIDOR GENERAL PLAN CHKDWK Engineers and Environmental Scientists 2608-02-005
235 #rest Central Street, Natick, MA 01760
FILE NAME
, P606P7A2 DWG
'�;O F�7, 1
FIF REVISION
1 =40 PSG
JUN 10 1993
GRADE ADJUSTMENTS FINISH GRADE : - MANHOLE FRAME AND COVER
MADE WITH COURSES AS REQUIRED OR DIRECTED MDPW 202.6.0 TYPE A FRAME
(2 MIN.) OF BRICK
FRAME & GRATE OR PRECAST CONC. CROSS COUNTRY ROADWAY
GRADE RINGS - SURFACE TREATWENT AS ,— PAVEMENT AND SUB-BASE
MORTAR AND CEM. CONC. COLLAR .
FINISH GRADE AS CURB INLET _ REQUIRED OR DIRECTED / AS REQUIRED OR DIRECTED
REWIRED OR DIRECTED MORTAR AND CEM. CONC. COLLAR, SEE MDPW 202.9.0 � -----�— I
9 8" SEE MDPW 202.9.0
—r4„ PRECAST CONC. CONE SECTIONS OR PRECAST GRADE ADJUSTMENTS • ' PRECAST CONCRETE CONE SECTIONS \ EXIST. GROUND -7
„ CONC. TOP STAB, ALL SECTIONS DESIGNED FOR MAY BE MADE WITH
4 H-20 LOADING. ECCENTRIC OR CONCENTRIC PRECAST _ _ _ _ _ _ _ OR PRECAST CONCRETE TOP SLAB.
SECTIONS MAY BE USED AS REWIRED. COURSES (2 MIN.) OF ALL SECTIONS DESIGNED FOR H-20
DIA. VARIES- LOADING. ECCENTRIC OR CONCENTRIC lil -T
BRICK OR PRECAST _ - , o. I
CACTH BASIN HOOD CONCRETE GRADE RINGS
7 t . PRECAST SECTIONS MAY BE USED
• 3" MIN. ^' I J • AS REWIRED.
N o . -�— SECTIONS SHALL BE
8" MIN. PROVIDE V" OPENINGS I
.I w �'� HAND PACK JOINT WITH NON-SHRINK GROUT (TYP.) SEALED WITH A
°r Loi COMPACTED ! NON-SHRINK GROUT o . PROVIDE "V" OPENINGS (TYP.)
BACKFILL (TYP.) _ - - - - - - - - v OR BUM RUBBER (TYP.)----' HAND PACK JOINT WITH NON-SHRINK GROUT TYP.
DRAIN PIPE (TYP.) _
PRECAST .. O .• to
WEEPHOLE yI \ -
6" MiN. 41 COMPACTED DIA. 48
o > CONCRETE RISER SECTION- °
w V)p SECTIONS SHALL BE 'i ° BACKFILL (TYP.)--�_ : -_ =j� BACKFILL COMPACTED
SEALED WITH NON- ' 3 4 CRUSHED STONE • . DRAIN PIPE 6" MIN. (TYP.) '- ``XK"X: i I11- IN 1 FT. LIFTS (MAX,)x SHRINK GROUT OR AS DIRECTED a PRECAST CONCRETE o ; _ (
• BARREL SECTION I DRAIN 'x 3/4" CRUSHED STONE
_ a •,' 6" MI w �. ;o MULTIPLES OF UNDISTURBED EARTH BUM RUBBER (TYP.}- -- - -- - -- BY THE ENGINEER o 1', 2', 3', V J -
° 3'-O" • OR 5' HEIGHTS _ISOMP E \� -AS DIRECTED BY THE
,I ENGINEER.
48" DIA. • /_-PRECAST • — — —— — " —` 4 CRUSHED STONE •,I_111_ 2
12 �. 5" �. CONCRETE BASE SECTION PRECAST ° „ 1 MI AS DIRECTED R YN THE ENGINEER �'z
�N • • •.'• '� C, ' - CONCRETE BASE SECTION-- . - - NORMAL DEPTH --
6" MIN. ETER +2
1 24" MtN. (- UNDISTURBED EARTH BRICK CHIPS AND MORTAR OR :� rt/4 /FT TYP IPAYMENT WIDTH
IAM TER
NORMAL DEPTH - -I 3000 PSI CEMENT CONCRETE `y
STI. ° NOTE
- ' 12" MIN. (TYP) I is D/ BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED
�--3/4" CRUSHED STONE - 6" MIN. 3/4" CRUSHED STONE MATERIAL AND/OR GRAVEL BORROW AS DIRECTED BY THE ENGINEER.
NOTES: AS DIRECTED BY THE ENGINEER ` • ► . AS DIRECTED BY THE ENGINEER
1. CATCH BASIN SHALL BE PRECAST CEMENT CONCRETE MANUFACTURED IN ACCORDANCE WITH ASTM C-478 DESIGNED ' '. b �: ' m-II IR_;r_ar7'
FOR H-20 LOADING. TRENCH SECTION DRAIN PIPE
ry
2. DRAIN PIPE FOR LATERAL CONNECTIONS SHALL BE INSTALLED ANDI TEMPORARILY PLUGGED AS REWIRED OR DIRECTED. UNDISTURBED EARTH �T�
3. SEE GENERAL PLANS FOR PIPE SIZE, UNORMAL DEPTH
NE AND GRADE. _�' _71'-1i� l IT li; I;II N.T.S.
4. BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED MAl ERIAI AND/OR GRAVEL BINVERTED ARCH WITHORROW AS DIRECTED BY THE MORTARED BRICKS; LAID ON EDGE- 3/4" CRUSHED STONE OR GRAVEL BORROW
ENGINEER.
AS DIRECTED BY THE ENGINEER
NOTES
PRECAST CONCRETE CATCH BASIN DETAIL 1. MANHOLE SHALL BE ;PRECAST CEMENT CONCRETE
MANUFACTURED IN ACCORDANCE WITH ASTM C-478
DESIGNED FOR H-20 LOADING. MANHOLES SHALL BE 48"
N.T.S. DIA. UNLESS OTHERWISE INDICATED ON GENERAL PLANS.
2. DRAIN PIPE FOR LATERAL CONNECTIONS SHALL BE INSTALLED
AND TEMPORARILY PLUGGED AS REQUIRED OR DIRECTED.
3 FLANGE 3. SEE GENERAL PLANS FOR PIPE SIZE, UNE AND GRADE.
4. BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED
MATERIAL AND/OR GRAVEL BORROW AS DIRECTED BY THE ENGINEER.
❑oOoi�o[�]�[�oO —�
L7 L� O O O O
PRECAST CONCRETE DRAIN MANHOLE
000 � � m
A ❑_ ��J������_ lIu A M N.T.S.
rr�� I
CJC �J L� ❑ u SEAL JOINTS WITH
�� o o RS-I EMULSION-- -
0 0 0 0 0 0 24" (SWARF) IEBBLE SURFACE
CJ����C�o�a��o❑
PROP. 1 -1/2" BIT. SAW CUT EXIST. BIT. SQU ECO -
PAVT
CONC. OVERLAY-\ 11 1/4 DIA. +� T(0 A NEAT UNE AND SQUARE CORNERS.
-EXIST. PAVT SURFACE
3/4-l'� 24-1/4- _ _ PLANTING LIST
— _ _
1/4" }{ - 23-3/4" +/4 - \ 2 1/2" iv it I 4: DIA.
1 1/2" 1/Y 2-1/Y t-1/4• \ \ 1 e
8 1/4" a -PEBBLE SURFACE KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE NOTES SPACING
S 2. VALVE BOX CUSHION (VBC) \ \ \ \ f -�_i�-
tj
21-3/4"--•-I " I • 2 T \\\ --1/2" DIA. EYE-BOLT
UNDISTURB EARTH a. 8" DIA_ o �\ \
6" -RUBBER PLUG TREES
T 33-1/4'—
s/�J Y ,,, ",•,• 12" DIA \.\, t AP ACAER PSEUDOPLATANUS SYCAMORE MAPLE 1 3" CAL B&B AS SHOWN
SECTION A-A COMPACTED SUITABLE - ' . 1/2" DIA.
SUBGRADE MATERIAL --- 6 MZ MALUS SEIBOL.DI VAR. ZUMI ZUMI CRABAPPLE 7 3" CAL B&B AS SHOWN
NOTE: FRAME AND GRATE SHALL IBE
HEAVY DUTY CLASS 30 GRAY IRON. (TYP 77 7/8" DIA. SJ SOPHORA JANPONICA "REGENT' REGENT SCHOLAR TREE 3 3" CAL B&B AS SHOWN
CATCH 13ASIN FRAME AND GRATEVALVE RISER--- EXISTING VALVE BOX BASE
I I
N. T.S. COVER SHRUBS
RR ROSA RUGOSA BEACH ROSE 21 18-24" 2' 0. C.
NOTES:
PLANTING NOTES:
,
1. ALL EXISTING SWARF, RECTANGULAR OR DAMAGIEO WATER GATE BOXES ARE TO BE REPLACED 1. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON
WITH VALVE BOX CUSHIONS (VBG). THID DRAWING.
2. VALVE BOX CUSHIONS SHALL BE INSTALLED PRIOR TO PROP. 1 1/2" BIT. CONC. OVERLAY OR 2. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY "THE AMERICAN STANDARD FOR NURSERY STOCK",
AS DIRECTED. CONTRACTOR TO PROTECT VBC PRIOR TO AND DURING PAVING OPERATIONS. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
3. REMOVE EXISTING ROAD MATERIAL AND SUBGRAE)E MATERIAL AS REQ'D IN ORDER TO INSTALL 3. ALL PLANTS TO BE APPROVED BY THE ENGINEER PRIOR TO ARRIVAL AT THE SITE. CONTRACTOR SHALL CONTACT THE ENGINEER
VBC TWO WEEKS PRIOR TO DATE SCHEDULED FOR PLANTING, TO ARRANGE A NURSERY VISIT SO THAT THE ENGINEER CAN DETERMINE
WHETHER THE PLANT MATERIALS ARE ACCEPTABLE.
4. VIBRATE OR COMPACTED THE VBC WITH A POWER DAMPER SO THAT THE VBC WILL CONFORM TO
THE FINISHED ROADWAY GRADE. 4. STAKE LOCATIONS OF ALL PROPOSED PLANT MATERIAL FOR THE APPROVAL OF THE ENGINEER PRIOR TO THE BEGINING OF PLANTING.
�/
p� 5. ALL TREES SHALL BEAR THE SAME RELATIONSHIP AS TO THE ORIGINAL GRADE BEFORE DIGGING.
WATER VALVE BOX REPLACEMENT 6. ALL TREES SHALL BE BALLED IN BURLAP.
N.T.S. 7. THE CONTRACTOR MUST BE EXTREMELY CAUTIOUS WHILE PLANING IN ORDER TO AVOID DAMAGING EXISTING OR PROPOSED UTILITIES AND
STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND STRUCTURES.
b
- DATE DRWN MAL SHEET 70.
JUNE 1993 TRAFFIC IMPROVEMENTS ON WEBB STREET CONSTRUCTION DETAILS II DES LN Rizzo AssociwrEs, INC.
SCALE AND FORT AVENUE CORRIDOR CHKD_YCK Engineers and Environmental Scientists DRAWING 02-004
N0. DATEIF REVISION NONE FILE NAME
APRVD PSG 235 best Central Street, Natick, �1fA D>9"60
2608P5A2.DWG
JUN i 01993
' - 1
COLD PLANE PAVEMENT 01
COLD PLANE EXIST. PAVT TO A NEAT UNE, MATCH , w
RESURFACE WITH 1-1/2 BIT. CONC. GRADE AND SEAL JOINT to i
MODIFIED TOP COURSE TYPE 1-1 WITH RS-1 EMULSION f5
AS DIRECTED N <
EXIST. CURB (n
EXIST. GROUND TO REMAIN
�— 1/4'/FT. MIN. /-EXIST. PAVT SURFACE AREA TO BE 1-1/2' BIT. CONK. MODIFIED
_ OLD PLANED _ - TRAVEL LANE VARIES _ TRAVEL LANE VARIES
CTOP COURSE TYPE 1-1
TACK COAT — EXISTING GROUND
AS DIRECTED PROP. 1-1/2" BIT. CONK.
EXISTING ROADWAY EXIST. GROUND MODIFIED TOP COURSE TYPE 1-1
PAVEMENT TACK COAT
COLD PLANE 6' MIN. TZAS DIRECTED — 1/4' PER FT. MIN. 1/4" PER FT. MIN
NOTES: — '— TAPER 1" IN 10' MINIMUM _ —
1. THIS DETAIL SHAILL BE USED AT THE DISCRETION OF THE ENGINEER -- — -EXISTING PAVEMENT SURFACE
IN AREAS OF SHALLOW CURB REVEAL LOCATIONS WHERE CURB IS
RETAINED THE FINISH REVEAL SHALL BE NO LESS THAN 30. EXIST. PAVEMENT
A 4' FINISH REWEAL IS PREFERED. EXIST. CURB TO REMAIN
2. A LEVELING COURSE MAY BE REQUIRED IN AREAS OF COLD PLANING MAINTAIN 3" MIN. FINISHED NOTES:
REVEAL 4' FINISHED 1. IN AREAS OF SHALLOW CURB REVEAL OR AREAS OF HAVING LESS THAN 1%
AND IS TO BE USED AT THE DISCRETION OF THE ENGINEER. COLD PLANE MATCHING DETAIL REVEAL PREFERED (TYP.) CROSS-SLOPE, THE CONTRACTOR SHALL COIR PLANE AREA, APPLY A TACK
COAT, LEVELING COURSE AND RESURFACE WITH 1-1/2" BIT. CONC. MODIFIED
TYPICAL COLD PLANE AND RESURFACE q� TOP COURSE, TYPE 1-1 AS DIRECTED BY THE ENGINEER.
AT BEGIN AND END OF COLD PLANING 2. IN AREAS REQUIRING EXISTING GRAN. CURB REMOVED OR RESET OR NEW GRAN.
CURBING, MAINTAIN 6' FINISHED REVEAL AS DIRECTED BY THE ENGINEER.
_ STREET DETAIL WITH EXISTING CURB N.T.s.
N.T.S. TYPICAL SECTION OF WEBB STREET/FORT AVENUE-
N.T.S.
VENUEN.T.S,
WIDTH VARIES__
e CEML CONC. OR LANDSCAPING
AS SHOWN ON THE GENERAL PLANS-7
PROP. GRAN. CURB, COLD PLANE AND/OR RESURFACE WITH
TYPE VA-4 OR GRAN. 1/4• 2=3'_ 1-1/2' BIT. CONC. MODIFIED TOP COURSE
SIDEWALK-WIDTH VARIES 1� - ��T
CURB (R&R) (TYP.) ( ) -- --
_ � � MAX TYPE I-1 OVER TACK COAT AS DIRECTED
SURFACE TREATMENT • ,• ,�' �� '..a 6' REVEAL SAW CUT EXIST. PANT, TO A
AS REQUIRED-- NEAT UNE, MATCH GRADE AND
SEAL JOINT WITH RS-1
EMULSION AS DIRECTED
'� VARIES 2% MAX., � EXIST. CURB 7D REMAIN 3" MIN FINISHED REVEAL O O 1/4"/FT. MIN.
.� 4' FINISHED REVEAL PREFERED 0
p0 00
`PROPOSED ROADWAY
SURFACE TREATMENT
\\ AS DIRECTED o o EXIST. SUBBGRADE 3• EXISTING SIDEWALK TO BE RETAINED OR
TO REMAIN REPLACED IN KIND. 2 1/2 " BIT. CONC.
O OR 4" CEM. CONC. SAW CUT EXIST SIDEWALK COLD PLANE AND/OR RESURFACE WITH
4" CEM. CONC. SIDEWALK EXISTING SUBGRADE SIDEWALK-WIDTH I 2 MIN• 2'- 3' - 1-1/2"- BIIT.� CONK MODIFIED TOP COURSE
TO MINIMIZE RECONSTRUCTION AS DIRECTED- .J. .L_ —_�(t._
`� AV 8" MIN \ PROP. 1-1/2" BIT. CONC. ----VARIES ---- -----
8" GRAVEL GRAVEL BORROW) \ MODIFIED TOP COURSE TYPE 1-1 I\ EXIST. GRAN. CURB (MAX) TYPE I SAW CUT EXIST.-1 OVER TACK CPAVT TO OAT AS DIRECTED
PROP. 8" CENNTR(X1ED EXIST. BUILDING (RAP) OR
• DENSITY FILL _ PROP, 2" BIT. CONK. � GRAN. CURB TYPE VA-4 I �NE�AT UNE, MATCH GRADE AND
BINDER COURSE TYPE 1-1 EXIST. GROUND- 6" REVEAL SEAL JOINT WITH RS-1
(EXCAVATABLE) 2X MAX. EMULSION AS DIRECTED
PROP. 4' BIT. CONK. BASE COURSE ' ► 1/4'/FT. MIN.
TYPE I-1 (PLACED IN 1 LAYER) PROP. SIDEWALK TO MEET EXIST BLDG.
CEMENT CONCRETE SIDEWALK DETAIL FOUNDATION, STEP, WALKWAY, OR 6" MIN'
�- PROP. 4" DENSE GRADED CRUSHED STONE EXISTING GROUND IN AREAS OF EXIST/ / ,� ,, .i„i,,
N.T.S. \ BLDGS. OR CEM CONC. SIDEWALK \ 4' LOAM��AND
m
USE PREMOLDED EXPANSION JOINT / i
PROP. 8” GRAVEL BORROW FILLER AS DIRECTED. -----OI / SEED AS REQ'D. 3"
TYPICAL ISLAND DETAIL WITH GRANITE CURBING \'J
EXIST. SUBGRADE \ \\\ \ \--EXISTING SUBGA'AOE
TO REMAIN 8" GRAVEL BORROW \ '--PROP. 1-1/2" BIT. CONC. MODIFIED
N.T.S. Nores: \ \ TOP COURSE TYPE 1-1
1. DETAIL TO BE USED IN AREAS OF EXIST. PROP. 8" CONTROLLED \ \
GRAN. CURB (R&R) OR NEW GRAN. CURBING DENSITY FILL \1 PROP. 2' BIT. CONK.
AS DIRECTED. SEE GENERAL PLANS FOR (EXCAVATABLE)-------- BINDER COURSE TYPE I-1
_____(WITH
_ _ EXIST. GRAN._CURB_ _____ TRAN$ITi(NN_SECTION-6'--0� _ NORMAL_SECTIONS OF LOCATIONS.
(WITH 3" MIN. REVEAL) TO MEET EXIST.CURBGRAN• CURB. 2. SIDEWALK MAY NOT BE IN ALL AREAS OF PROP. - PROP. 4" BIT. CONC. BASE COURSE
TO REMAIN TYPE 1-1 (PLACED IM 1 LAYER)
GRAN. CURBING INSTALLATION USE 4" LOAM
6" REVEAL
AND SEED AS SHOWN ON THE GENERAL PLANS. \ --- PROP. 4" DENSE GRADED CRUSHED STONE
3'-4' (MIN) �- —3=0" TYP AL) PROP_PRP.- OF_ROADWAY `-- PROP. 8" GRAVEL BORROW
GUTTER LINE k 2'-8" (MIN.)
EDGE OF ROADWAY
r-SAW CUT EXIST CEM.
CONC. EC BIT. CONC. PAVEMENT RECONSTRUCTION WITH GRANITE CURBING INSTALLATION
\� CUT END TO FIT MEET EXIST. AS DIRECTED
SQUARELY AGAINST DRIVEWAY AT PROP. GRAN, CURB 1/2' REVEAL (MAX.)
N.T.S.
ADJOINING CURB BACK OF CORNER TYPE A-- -ROADWAY SUBBASE AND/OR
SIDEWALK SLOPE VARIES SURFACE TREATMENT /
°: n- AS REQUIRED
TRANSITION CURB AT LIMIT OF WORK DETAIL EXIST. DRIVEWAY-
REPLACE EXIST SID7AS
�.. .
N•T.S. AT DRIVEWAY IN K
WITH 3-1/2" BIT CLIMIT OF WORK
OR 6" CEM. CONC. �'---------
DIRECTED
8" GRAVEL tL8� PROP. 1-1/2" BIT. CONC.
SAW CUT EXIST. PAVT TO MODIFIED TOP COURSE TYPE 1-1
SECTION A—A / A NEAT UNE, MATCH EXIST.
GRADE AND SEAL JOINT WITH / —TACK COAT AS DIRECTED
SAW CUT 2" BIT. CONK. TOP SAW CUT � //
RS-1 EMULSION AS DIRECTED PROP. 2" BIT. CONC.
COURSE (HOT MIX) IN ONE
COMPACTED COURSE RS-1 EMULSION __ _ _ BINDER COURSE TYPE I-1
UNDISTURBED UNDISTURBED DRIVEWAY WIDTH VARIES AS DIRECTED (TYP)--
EXISTING PAYMENT LIMIT EXISTING 18" MIN. GMASS STRIP _ --PROP. 4' BIT. CONC. BASE COURSE
PAVEMENT PAVEMENT - WHERE REQ"D `�A / TYPE 1-1 (PLACE IN 1 LAYER)
12"-J -
VARIES- 3'-4" MIN. -- SIDEWALK TO BE RETAINED -- PROP. 4' DENSE GRADED CRUSHED STONE
o a
i - — EXIST CURB CORNER TO BE 8
o --12" GRAVEL BORROW 2'-8" MIN. RETAINED OR REMOVED AND RESET, 3" 3'
o 1 BB COE A
ASE COMPACTED S-0' (TYP.) OR PROP. CURB TYPEXISTING -- PR(W. 8" GRAVEL
TRENCH WIDTH EXCAVATION L-N -A FACE OF EXISTING (TYP.) - SEE GENERAL PLANS SUBBASE-
PAYMENT UNE r
-1/2' REVEAL (MAX) PROP.(CURBING i I ILHI I i_d 11_l I l�I 1—'1
NOTES: SEE GENERAL PLANS (TYP) EXISTING SUBGRADE TO REMAIN
1. SAW CUTS SHALL BE MADE PRIOR TO REPLACE EXIST SIDEWALK NOTES: 1. THIS DETAIL SHALL BE USED IN ALL AREAS
ANY TRENCH EXCAVATION. AT DRIVEWAY IN KIND OF PERMANENT PAVEMENT REPAIRS.
WITH 3 1/2' BIT. CONC. FACE OF CURB 2. VERTICAL FACE OF BIT. CONK. PAVEMENT
OR 6' CEM. CONK. OBTAINED BY SAW CUTTING SHALL BE CLEANED
'I AND COATED WITH RS-1 EMULSION PRIOR TO
TEMPORARY PAVEMENT DETAIL PLACING NEW BIT' GONG'
N.T.S. TYPICAL SIDEWALK AND DRIVEWAY LAYOUT FULL DEPTH ROADWAY PAVEMENT
N.T.S. SECTION AND MATCHING DETAIL
N.T.S.
DATE DRWN MAL SHEET NO.
.TUNE 1993 TRAFFIC IMPROVEMENTS ON WEBB STREET CONSTRUCTION DETAILS I DES ML_.N RIZZo Asysofydr.,4TEs, INC. 3
it L SCALE AND FORT AVENUE CORRIDOR CHKD VK Engineers and Environmental Scientists DRAWING
608 02-003
NONE 235 Ydest Cenhid Street, Natick, MA 01760 - FILE NAME
N0. DATE REVISION APRVD PSG 260515-2.DWG
' Jhir' 1 G X533
i
LEGEND
PLAN SYMBOLS AND ABBREVIATIONS PLAN SYMBOLS AND ABBREVIATIONS (CONT.) GENERAL NOTES
EXISTING PROPOSED EXISTING PROPOSED
- -- - - - - ------ EDGE OF PAVEMENT WHEELCHAIR RAMP
-
6-2114 CLCD GRANITE CURB ® TEST PIT
BOUND (TYPE NOTED) MNCI HEAVY WEIGHT CAST IRON 1. THE CONTRACTOR SHALL NOTIFY AND COORDINATE HIS WORK WITH THE 15. THE CONTRACTOR SHALL SUPPLY ALL TEMPORARY SHORING AND DEWATERING
CITY OF SALEM PRIOR TO STARTING CONSTRUCTION OF THE PROJECT. FOR WORK RELATED TO THE COMPLETION OF THE PROJECT AT NO ADDITIONAL
--- - - -- PROPERTY LINE RCF RCP REINFORCED CONCRETE PIPE COST.
- -67— - CONSTRUCTION BASELINE DI DUCTILE IRON PIPE 2. CONTRACTOR SHALL ESTABLISH HIS SURVEY CONTROL PRIOR TO
BEGINNING WORK ON THIS CONTRACT. 16. THE CONTRACTOR SHALL PROVIDE METHODS DURING DEWATERING OPERA-
0 C6 CATCH BASIN ---------- TOE OF SLOPE TIONS AND FOR STORM WATER RUNOFF NOT TO ALLOW SILT OR DEBRIS TO
3. WORK FOR THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE ENTER EXISTING DRAINAGE FACILITIES OR CREATE NUISANCE'S. THE CON-
Fj CDCI CATCH BASIN AND CURB INLET � PROP. AREA OF COLD PLANING MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS TRACTOR SHALL BE RESPONSIBLE FOR CLEANING EXISTING OR PROPOSED
CMkI O DRAINAGE MANHOLE FOR HIGHWAYS AND BRIDGES, 1988; CONSTRUCTION STANDARDS AND FACILITIES IF EVIDENCE OF SILTATION OCCURS CAUSED BY THE CON-
LATEST REVISIONS, 1977; MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
0 SEWER MANHOLE 1988; STANDARD DRAWINGS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING TRACTOR'S OPERATIONS.
T iAND LATEST REVISIONS, 1968; STANDARD DRAWINGS FOR SIGNS AND
TELEPHONE MANHOLE 17. ALL PROPOSED DRAINAGE CONNECTIONS TO EXISTING STRUCTURES WILL BE
SUPPORTS, 1990; AND THE SPECIAL PROVISIONS.
Fr INCLUDED IN THE COST OF INSTALLATION OF THE NEW PIPE OR STRUCTURE.
n ELECTRIC MANHOLE
EHH 4. PLANS WERE PREPARED FROM ASSESSOR'S MAPS AND EXISTING PLANS
ELECTRIC HANOHOLE 18. RIM ELEVATIONS MAY BE SUBJECT TO FIELD ADJUSTMENTS AS DIRECTED BY
GAS GATE SUPPLEMENTED BY FIELD SURVEY DATA, COMPLETENESS AND ACCURACY THE ENGINEER.
0 ARE NOT GUARANTEED. THE LOCATION OF EXISTING STRUCTURES SUCH
WG Vw AS SEWER MANHOLES DRAIN MANHOLES, CATCH BASINS, WATER BOXES
,--� ce l7 WATER GATE � 19. EXISTING MATERIAL TO BE USED AS SUITABLE MATERIAL FOUR BACKFILL
IivO AND OTHER UTILITIES ARE ONLY APPROXIMATE AND YHE ENGINEER DOES UNDERLAYING THE ROADWAY SUBBASE WITHIN THE PROJECT
Q, HYDRANT . NOT GUARANTEE THEIR NUMBER OR LOCATIONS. EXISTING SUBSURFACE
1 UTILITY POLE, TELEPHONE, POWER UTILITIES SUCH AS SEWER PIPES, DRAIN PIPES, WATER MAINS AND OTHER UMTS SHALL MEET THE REQUIREMENTS FOR GRAVEL BORROW TYPE "A"
{� AS DETERMINED UNDER SECTION M1.03.0. THE CONTRACTOR SHALL BE
C UNDERGROUND UTILITIES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR RESPONSIBLE FOR PERFORMING SIEVE ANALYSES TESTING AT THE DIRECTION
LIGHT POLE SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE OF THE ENGINEER ON EXISTING MATERIALS TO INSURE CONFORMANCE WITH
__.p'--[ hl"_iDRAINAGE PIPE (SIZE & TYPE OF MATERIAL) EXCAVATING.
- THE REQUIREMENTS FOR GRAVEL TYPE "A". THE CONTRACTOR SHALL SUBMIT
5EWEF;
SOUTH ESSEX SEWERAGE DISTRICT
TRAFFIC IMPROVEMENTS ON
WEBB STREET AND FORT AVENUE CORRIDOR
INDEX IN THE CITY OF r
SHEET NO. DESCRIPTION
1 TITLE SHEET AND INDEX SALEM9 A
2 LEGEND AND GENERAL NOTES
3 CONSTRUCTION DETAILS I
4 CONSTRUCTION DETAILS it AND PLANTING LIST AND NOTES
5,6,7 WEBB STREET/FORT AVENUE GENERAL PLANS ESSEX C
8,9,10 WEBB STREET/FORT AVENUE PAVEMENT MARKING AND SIGNING PLANS '
11 TRAFFIC SIGNAL CONTROL PLAN OF WEBB STREET/ESSEX STREET
12 TRAFFIC SIGN DETAILS -
CONTRACT NO . 93 - 7
I BEVERLY HARBOR
c�F
SOUTH ESSEX SEWERAGE BOARD
/' �•,. / QST ��`'^•� �P
CRAIG STEPNO - CHAIRMAN
GEORGE J. ZAMBOURAS, P. E. - COMMISSIONER OF PUBLIC WORKS, BEVERLY
JOHN H. SEITES, P. E. - DIRECTOR OF PUBLIC SERVICES, PEABODY
- REPRESENTATIVETOWN OF DANVERSTRACY I. FLAGG
T PROJECT
LOCATION
STANTON W. BIGELOW, P. E. - DIRECTOR OF PUBLIC SERVICES, SALEM
v
DANA E. SNOW REPRESENTATIVE,: TOWN OF MARBLEHEAD "I GOWON
ANDREW H. SIMS JR. , P. E. - EXECUTIVE DIRECTOR
ARTHUR A. KNIGHT JR. , P. E. DISTRICT ENGINEER
RAYMOND A. BOUCHARD - ASSISTANT DIRECTOR FOR SUPPORT SERVICE`S -' � -� i snLEM HnReoR
HAROLD G. NEWHALL - ASSISTANT DIRECTOR FOR FACILITIES r_
GEORGE E. WHITTIE, P. E. - PROJECT COORDINATOR
Location Plan
SCALE`
0 1000 2000 FEET
THE 1988 SPECIFICATIONS, THE 1977
CONSTRUCTION STANDARDS, THE 1988
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS,
THE 1990 STANDARD DRAWINGS FOR SIGNS
AND SUPPORTS, THE 1968 STANDARD
DRAWINGS FOR TRAFFIC SIGNAL AND
HIGHWAY LIGHTING, THE 1980 EDITION
OF THE AMERICAN FOR
100 % SUBMISSION NURSERY STOCK (ANSI N 60—D19 0),
AND ALL AMENDMENTS WILL GOVERN.
JUNE 11, 1993
DATE DR4VIV MAL D lim.
SHEET N0.
JUNE TE TRAFFIC IMPROVEMENTS ION WEBB STREET TITLE SHEET 1 zzzo .4,S"socz�4T�',S', f
DES MLN
DRAI"NG N0.
SCALEAND FORT AVENUE CORRIDOR CHKD VK Engineers and Environmental Scientists 2608-02 -001
NO. DATE REVISION NONE APRVD P5G 235 Xest Central Street, Natick, J!A 01760 2 FILE N? E