CEDARCREST AVE EXTENSION - PLANNING r
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1in f P_ .� I I i i '.
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a eill
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Owner
Cassell Builders
Applicant: Paul W. Cassell
11 . Vassar
. a PlanMarblehead MA 01945C1 of Land
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2
C Overall - Site & Utilities Plan
R1* e
Engineer: in EngineeringG riff
C3 Gradin
Drainage
Plan
SP.O. Box 7061
lte
P 1 Profil
e and Roadway , Details100 Cummin s Center
N
Suite 222E
ROB C+ 13
rff. D1
, UtilitiesDetails
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GRIFFIN �.___-_____.___.___.__._:,
0
MA 01915
�M� Beverly,
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7
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D2 Drainage Details
o
Surveyor: Kane Land Surve ors
72 Hamilton Ave.
O y
SALEM
_0. � . .. PLANNING
r MHamititon ,S . MA 01982 a/ t .
0
S
BOARD
•
SwGMPSCOtt
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ej
n.
REVISIONS -
NO. DATE DESCRIPTION All
1 2/28/05 MISC. REV.&RESPONSES
as TO P. BOARD COMMENTS D A T .✓ ' �+^'
1 4/20/05 MISC. REV.&RESPONSES
LOCUS MAP _ 1 "=500' "
TO ENGINEERS COMMENTS Reference: City of Salem Planning Board Form C Definitive Subdivision and
DEI TVE P1 AN
Allll
tor
Wetlands District Special Permit Decision" dated April 22, 2005 filed with 'the
office of the City Clerk on April 26, 2005.
a
----
-
N F �
CITY OF SALEM
e �
CONSERVATION COMMISSION
,c,ors 46 INTERVALE RD. O `� SALEM PLANNING
�,
N
OARD
River � F
KATHLEEN GOOD
r
Site ;' Approx. Existing
40CEDARCREST AVE.
Limit of Pavement -- ._
O w
p
-
o # ...�
.
Pro ose
d
DATE.
C
_ tG �.
�i SB/DH
ire : - - -- - _
St
�7 — — .----- 1 .._ G_ OF • E �.
Swam scott O O f
P
4
�6
1I CEDARCREST AVE .
Ik. (40CR EST , A
Locus Plan 1 = 1000 EXTENSION ---
..
(Proposed)
/DH
S61'53'38"E
N SB - - - -- - - -- -
S 1 ----r�- S
8' 100.006 5338 E ..� —146.2853'38"E SB/DH8.08'(Pro osed)
D.H. IN
STONEWALL <
FND. & HELD
Legend a°�LOT 3 � s�°°o
\"O� C� .
. .
— — Existin Property Line ' 23 008 s .ft. -
9 P Y ../ sq.ft.
S73'44'09"w O 0.528 acres e
Proposed Property Line ;
130.35' M ,
1
w Proposed Address.
SB DH ❑ Proposed p
N F ;
/ P Bounds � � co.
L4� ►o 35 Cedarcrest Ave.
W �, ROBERT J. BROWN ,
LORI D. BROWN Add General Note , and
2 4/20/0
LOT 2
29 CEDARCREST AVE. Remove Drainage Easement
4' W " Stonewall LOT
I � { 1 2/28/0 Adjust Property .Lines. Add
O 20,073 sq.
'ter
Drainage Easement:
O I ^w 22 924 s .ft. 9
,�„ �► 0.461 acres _ _ � q I
�, �iC-4 Co
0.526 acres No . Date Descn tron
Plan BoundaryReferences:
- - N ,- P
;
Lot - - -
A
4
� Proposed osed Address. co N
, Lot 31 Cedarcrest Ave.) ;
W
Revisions .
W 440 Pr -
0 osed Address. -
Assessors M 1 � 33: Cedarcrest- Ave. N P _
Map 2 Parcel 39 ,^�
P Cr1 _, � ►� co
..
Record Owner: Paul W. Cassell \ t . '` N 31 Cedarcrest Ave. N ;n
:{,. ro { z N
Deed. Bk. 22299 Pg. O _ _ �. • ,
9 -N 1
0
co
Plan. co
PI. Bk. 368 PI. 8
II _
>> i
{ �
._ .6 0
fir_. _ N ' ;
8 ._ W
- Lot 440 33 Ce r r
6
6
da c est Ave. - N
co
Kane
Assessors Ma 1 r .
e Land -
_ 2 Parcel 81 / _ .
Record Owner. Paul W. Cassell -_. � .
F
, o M Surve ors
y
Deed. Bk. 22299 Pg. .� ,
g _ t ' Lot
Lo o s
_ -
Plan: PL Bk. 36 PI. 17 \ -
{
N 4 _ 72 Hamilton Ave.
440 4
4 i
0
S. Hamilton,Icon MA
• r
4 s
' -, 1
0 E
_. S
Additional / _
:978-468 5082
References. _. -... -
Plan
505 f .
0 1970
r _ Lot
Plan 146 of 1976 \ N4 ,
Plan gook
r 49 14 Plan Ian 39 _._2 4 1
_ W
Plan 5 ...
a Book 192 Plan 52 . .
Plan k
Boo 368 Plan 8 ..
_N -
\ n 5t riffin
_
A=31 ,353.1 fs.f. -4 I � � l
En �neenn
g
0.72±Ac. { Grou , LLC :
2
p
N P.o x
Vj ?" Bo 7061 ,
1V S Tj�jL \ 100 Cummings Center, Suite 222G
QUAR I"4G� -N4 Beverly, MA 01915
V C AT [L�4:0.,530.5±s.f. s "p �? „°' I Certif that this Ian was ALI oN � "�_�2_y P _ 141�T Dp >> w 4 _ WTel. 978-927-5111
T LIj 93fAc. 0 6. . {prepared in accordance with yY1gYNjUg 6S _ F
ax: 978-927-5103
the rules and regulations of
� the Registers f Deeds.
6 49,,
t
96 1 Cassell ` Builders
DATE Cedarcrest Ave.
FOR REGISTRY USE ONLY General Notes: N43, —� Extension
66 6. 49,. D.H. FN D.
>>� & HELD
1 . The City of Salem is not responsible for W Salem MA
maintenance of swales level spreaders, or dr ells _.
� � P � Yw : .--
located on private property. Maintenance shall be ._
by the respective propertyowner.
N -
C
9 Plan Notes: " Plan of Land
Reference: City of Salem Planning Board Form C Definitive Subdivision and
9 Wetlands District
1 . Boundary survey. by Kane. Land Surveyors, S. Hamilton, MA. Special Permit Decision" dated April 22, 2005 filed with the
- office of the City Clerk on April 26, 2005.
� This plan is based on an instrument . survey.
2. This plan prepared for subdivision purposes only. GRAPHIC SCALE
e 20 0 10 20 40
eo SGS�I� 1 =20
IL Job No- 02-145
( 91 FM C1
1 inch 20 ft~ Fie Nam a P\P\ad\�
a
DQi% 1/12/05
1'
SALEM PLANNING
Provide Fire Pull Box
Extend Cable from BOARD
Chandler' Road
co � ,
GARAGE
Hydrant on 40
5'x5' Concrete Pad 2„ SDR26 PVC O Connect to Exist. #¢a ?a
Sloped Granite Force Main2 PVC Force Main.
,,
Curb at Entrance 8CLD1 Test Pit to Locate.
0
Water Main
Clean Out
\ Connect to Exist.
.. 5 Cover :Min. -
• wBall VaIv
e
__ 8,
CLDI Water Ma
In
DATE.
.
r OF P f
I TP r. _
_ _
' Maintenance .... --- " �" T` --- -.._ .__.1.---T�o -_ -----.,.., .—T c �, FM Water Servics EST AVE. _ r -
�"""'
Road ,,� .. �� ,-�- FM FM
r.� CEDAR
, � o
.r
_
—_�-�- - }` _ _ _ -- 0+ 0 Wide).. .
� I 00 5' Cover Min.
v
f l
-- _ 1 +25
ETC
0 ==-
W W
rte' ?t . _
Light
Pole W
9
•
J
on 5'x5
?tel r� - ' Concrete Pad F ETC V ATG__: __� ._ C,_ __--__ - -- _,,,�_ EIeCt./Cable/Tele.
-f�-- G --- `0 _ Tc _ _ I^ I Connect U/G to Exist.
��- i I U.P. #342/14
;. j . . . . . . . . . . . . G \y Proposed E-one
.
U-1 Pump Chamber , Lightpole and
I _ � J` I �
See Detail, Sheet- D1 40'x28' 22 x22 H Brant on
Y
' T 1 0 3
Garage
1 t m f. ) 2 Story ,
Y10x5 Concret
F =7 .�„ 29
FF-74.0 Pad
n _ F :"� :
D.H. IN
\ •- - Bsmnt=66.0 .
STONEWALL3 Lot 44x28
\ ' '
. S . ..
1 r
FND. & HELD t,4 \ \ Y 1
• � , FF=67.0 ' �J'
,\
Ismnt=58.0 /,...., ...•,.``, Crushed Stone c,. LegendDrainage Swale < L..;�, �,
I
_
_
OF. _ _. __. . _ ..: Silt Fence Erosion Control
Add General Note 1, Valve at-
-••-• _._ .. _
3 4/20/0
end of exist water main.ti�22'x22' _-_-___ Zoning SetbackLot 1 2 4/7/05 Rev. Per Engineering Com
mentGarage / Existing
Contour
FF=66.0
j..
/ .5 t 2/28/0 Note Size of Existing Utilities.
Existing BVW Line & Flag
\` \ Z 6 �• /� / Add Light Poles, Swale, & Det.
\' , F
• \ ..\ F ., , r . / Existin Property
Line
� - 9
_ Pond. Ad 3 Gross Stn_
.
Existing ' Edge of Pavement
\ / ;
DescnPto
n
:... Erosion Control \ /
Existing Treellne
,
Revisions
it
Concrete
(See Detail, D1) • - . . \'; � •� . - �: . / o Existln Line of Cedar Fence PostDriveway
�
Aron Proposed Property Line
' .. (Typ of 3)
- j Proposed E-one Pump Chamber & Main
/ f -
_ ._ Lot 2
• -_ _ _ __ - :. . -. - - �- osed Co
Pro tour
�" 6o p
1 o osed 500_ al Dry We
RO
BERT-- DW Prll w Roof Leaders
H. G
n
5 ':
/, •_.r . . _. _ ./ . r „11 r "GRIFFIN
. / r -+
/ Proposed -`W_ ter Main & Gat
ValveCML
OWN : sQ
• . � Proposed Water Service Shut - Off
-. Proposed Ede of Pavement
General Notes:
` = . .. • Proposed Approx. Limit of Clearing • 0�
1 . Sewage disposal for each residence shall be b
9 P Y T
. . .. . , � Proposed Sewer Line
an E
- ' ,,
r tuber _model ,, , , -
One grinder um chamber ;.. . • • - P
�� � .
Proposedosed Water ServiceGP2010-93. Provide E-one MOD250 simplex
._
• ,
alarm disconnect panel at building at each / Proposed Sidewalk
/ P 9
installation. Provide 150 psi lateral kit and install _•=•=•_-_-_ Proposed Granite Curb �`rGriffin
at property boundary at each installation. - ' _ Englnee
nb
gProposed 2 } Caliper, 30 o.c.
Contact F. R. Mahoney & Assoc.ates, 273 � Group LLC
Weymouth Street, Rockland, MA 02370. '`'� : _' - -- -- - - Proposed Erosion Control
P.O Box 7061
781 -982-9300.
- 100 Cummings Center, Suite 222G
Bevedy, MA 01915
Plan Notes.
I i 219 - -
�'' Tel: 978-927-5111
. Topographic and Boundar surve b Kane Land Surveyors, S. Hamilton MA. -
1Fax. 978-927-5103
Y • Y Y Y
r�.<r
S This plan is based on an instrument survey. _
2. Wetland Delineation by Rimmer Environmental Consultants. Flags placed .-
October 2001 . = -
Cassell Builders
Ceda ores
• 3. Elevations are NGVD •datum. -� -.
. - �, _ r t Ave..
4. Utility locations area approximate and may not be complete. Contractor Is D.H. FND.
- Y PP Y P � Extension
r absence of utilities in the work
responsible for ascertaining the presence o a s & HELD
P 9 P ,
Salem MA
notifying DI safe and municipal utilities in advance of work and
.. ,
, area, forY 9 9 P
�
to protect some.
a ='
5. Contractor shall notify Engineer immediately should he `encounter differing ZONING TABLE
or unusual conditions during the work. Overall Site
ZONING DISTRICE: R-1 & WETLAND OVERLAY
6. This plan prepared for subdivision purposes Only. PROPOSED USE: SINGLE-FAMILY DETACHED DWELLINGS (THIS IS IN CONFORMANCE WITH THE CITY OF SALEM MASTER PLAN ZONING BYLAWS) Reference: City of Salem Planning Board "Form C Definitive Subdivision and and
7. Each house to be serviced b individual E-One Pum Chamber. "
_ Y P , , , REQUIRED PER ZONING PROVIDED LOT 1 PROVIDED LOT 2 PROVIDED LOT 3 Wetlands District Special Permit 'Decision dated April 22, 2005 filed with the Utilities Plan
m . . office of the Cit Clerk on .A April 26 2005...
9 compliance with local utility providers y p .
8. All. utilities and connetions are to be in co y P MINIMUM LOT-' AREA 15 000 SF 22 924 SF 20 073 SF ` 23 008 SF
P - M ,
requirements. MINIMUM LOT FRONTAGE -
100 100 123.3 100
GRAPHIC SCALE
100 100 137.3 109.4
9. Water main to be disinfected and tested per AWWA C651 . MINIMUM LOT WIDTHS ,=
c� 15' 16.0' 16.0'. 16.5' zo o 10 so 40 so
�s 1 20'
, 10. Building footprints, on-lot utilities, and grading are conceptual for illustration MINIMUM FRONT YARD SETBACK
MINIMUM SIDE YARD SETBACK 10' 117.5' ±13.5' ±21 ' Job No•: 02-145
E
purposes. MINIMUM REAR YARD SETBACK 30' ±177' ±76.5' - 168.5'
C2
11 . The owner, Paul Cassell, certifies that their are no encumbrances existing upon ,
t M i�r � ale Nome PSP\�\�
MAXIMUM BUILDING HEIGHT 35 <35 <35 <35
the land at the time of filing.
1 inch = 20 it~
.9% 1/12/05
r
a
Le end
r ... _ .� . Silt Fence Erosion Control...
K
. . . . . . . . . . . Zoning Setback �
SALEM PLANNING
�y ;; ... ,-.... ._._. .
Existing Contour
• BOARD
r
I
Existing Bordering Vegetated Wetland Line & Flag Vo '
-�
Pro ert Line
9 P Y GARAGE I7
I
• • r
- Existing Edge of Pavement r
ExistingTreeline :'stormce or 900
.�
. im-67.ro--*--
6
'- --�.- Existingin ----r---- _-
Line of Cedar Fence Post
lin=62.
-., f / f � ,i = L;IPro osed Pro ert Line �,:. lout 6 •42
--FM S Proposed E-One Pum Chamber & Force Main
2 P ...�
. � ;.... � ---�-. -�- DATE:
,
-- 60 L'a I 1 , 1
Proposed Contour ,. .. O
W Proposed 500-gal Dr Well w Roof Leaders 7 _ }� PA y��= �j��
�
r-------
�. 1 __ _._._....__.._.._.. ny
f .rte +' � -
♦ _ � r �� - �� i SSL �,,..:,.. j tt {
f "— `
Pro o W -,• ��, ----_______.__.__ � w,.�
_.__ _ ._-__-
--�=--W p sed Water Main and Valve � f ��,....-,� ; ,�--�- � .- _ � , � ____--- ----- . I:;
T �,r 1 ! CREST AVE . ,�n�=42.25 .—� }. : �-- ,;_-..f .�-� , - , �, CEDARPro osed Water Service h ff - = , I00
(40 _--
o p Shut t 0 . ,
WideProposed d Edge of Pavement
} ' "-- " ..' _ F--- ;;_^. DC7_ _"`t_ . '-'_`L. r J � � l ` •'oj r •___. -------- ~3
_
Proposed A rox. Limit of Clearing �, 1 j
�` ?-=-• -''vl-'•,..C.' ... -•t. :-'!f k i ,%" ': rte-..
Proposed Sewer Line t _ —
O
Proposed W - - --�
ater Service -
_ .�.,_ ... i . `, 73x0
Proposed Sidewalk ( F pp /yam
.�. _.
Proposed Granite Curb _ s �0 I
• Proposed 2 Caliper, 30 o.c. ! I
Level Pprea er 40'x28' 22'x22'
- -- Double 'Grate CB ; f
Proposed Erosion Control > dee [detail, D2 Gar
( ) } �' Rim=66M Story ,
t
Garage
.— r -1 :2.,,'D.H. IN / Inv.-62.-62 ,� �� FF=7 ~•
i =
i
- —
• ` ' Bsmnt-66.0
STONEWALL �
44'x28
,
,
"-- • _ '
{{; ws ! i 2 Stor
FNS HELD \
• smut= -
:. -. `: 58.0 ' _' �.-• - / - .. ---- - � � ir-,
\, -- _ ,
y .., '-.. ._ ._. _...._ . Crushed Stone
. .�
Volvo
_
Draina 'e SwaLe
v
uJ ,
Check/Dom �=;.` _ 4. s ,, /• - _. _ - ,' L r' ,
\ 22 x22 ; 6 rL - oa, 1
6
' See Detail
f ) ; t ,
: , \ ~Dara e G 6 1 ----
r — —
DYV
• , - --- - \ 2 4/20/0 Add General Note 1 do 2.
, 1 4/7/05 Removed Det. Pond do Add
Check Dam m Swale.
,�c: i 1 t \' S 500 al Dr 7
! ,� � 1 ~. . -.�•,- .__ g y Well -'��- :. i • - \ �, y -,
,, Date Descriptio
T . 1 of 6 - /
Description
f Erosion Control .._ - /.
_ ♦ See_Detail D
(See/Detail, \ • .. 5g - -- -__. __ �Y , 1. -� .. � Revs
D1 t -__ _ / E
' ions
1
i:: t r ROBERT
GRIFM
CML
' - `.,,\ _ + \ . •rte ',' .. . , H.
- L..L. �� � - T \ I
General Notes.
1 . All castings and structures (water, sewer, drain,
gas, electric, etc..) are to suitable for H-2 ~-• . W, i. _ ,� I ,= ._ <�'". , ,, • - _ . f I I
highway loading. `- ^
2. The City of Salem is not responsible f r `
maintenance of swales, level spreaders, or drywells .
located on private property. Maintenance shall be / � 34'r
Griffin
J
by the ..respective property owner. �,, ._ ,,r - - - • - . - I , -,-- � ��:..�,f,14M• En ineerin
-r gr gr
~ l r Group, LLC
A�
P.O Box 7061
100 Cummings Center, Suite 222G
Provide 3: 1 Sloe - TY
• ,,- Beverly, MA 01915
(Horizontal Vertical) �,r. `- ,' Tel: 978-927-5111
.E _ _. . I r1 ,tia
Fax. 978-927-5103
r
Plan Notes:
4 Loom & Seed ,`;r�-' ""`—• --._ _
1 . Topographic and Boundar survey b Kane Land Surveyors, S. Hamilton MA. `. ' Erosion Control Mix /,,-
" Cassell Builders
Y Y Y Y - ' '' � .
$ 1 '�— 4'_ 2' 1' or Approved Equal.
0I -�---- -�--- --� pp q Cedarcrest Ave.
This plan is based on an instrument survey. '
2. Wetland Delineation b Rimmer Environmental Consultants. Flags laced
p 9 P 1 . , , � . ; . , . . , __ e
D.H. F
Ext
.. nslon
October 2001 . ND.
M - .— , � -_,t-��r ,.-�. - •' � ���r, �. Salem, MA
:, �,.( xV: ;, �. ,; ;: _ & HELD
3. Elevations are NGVD datum 1 - �-
1 1 `
4. Utility locations are approximate and may not be complete. Contractor is \ _• . '. � .�'
responsible for ascertaining the presence or absence of utilities in the work
. . Reference: City of Salem Planning Board "Form C Definitive Subdivision and
area, for notifying Dig-safe and municipal utilities In advance of work, and • Native Material or we Ian " Grading and
6x3 Check Dom t ds District Special Permit Decision dated April 22, 2005 filed with the
CL t0 protect some. • �� » Fill per Grading Plan office of the City Clerk on April 26,2005. Drainage Plan
P Stone Size (D50-3 ) 3/4 Crushed Stone 9
5. Contractor shall notify Engineer immediately should he encounter differing Entire Length of Swale
or unusual conditions during the work.
6. This plan prepared for subdivision purposes only. CRUSHED STONE GRAPHIC SCALE
7. All utilities and connetions are to be in compliance with local utility providers DRAINAGE SWALE � 10 40 scaler•_ .
requirements. NTS
p
• 02-��
8. Buildingfootprints, on-lot utilities, and grading are conceptual for illustration JQb No••
P 9 9 PIN FEET
purposes. C3
inch = zo rtr
fie Name P\P\sd\�
o
a
QSk 2/28/05
a
--
i
I
Existing Proposed P 9.50' 12.00' 12.00' 6.50'
Cedarcrest Ave. Cedarcrest Ave.
TRAVEL LANE TRAVEL LANE
Extension SALEM PLANNING
77 I ► I I I Prop. 3' GRASS STRIP I
I i ! i I Min. 6% Slope to Rd. OA
Existin drant I ! , I I Pr '
_ g o 3 ,
76 - - -}----- �--- --�---� ----- -----�- --- - ----I- Prop. 5 CONC. �
Prop.
STA. 0-57 .75 11 L .� GRASS STRIP
I I
i SIDEWALK ( — -- --
_._. i I I I L I } Granite CROWN Min. 6% Slope '�
I Existin Grade I to Road
— —
75 -�-- - -- -- _ _ �__�.__ _________ __I_ _ __ _�- __ Curb
12' Left; Offset , 1
P
_ i Center of 2: —
�_._
74 ---�-=.. _.. -�-.._._ �._.____--�-•_____-________��-•��___ ..�.�:__.�..._ .020 FT/FT T
F
, �u�l=d"e=5ai✓ •.-i._--__-__._.___--_. 0 0.020_[LFT
_ 21
- I ExI 11 Limit of y
Existing 2" PVC .. . -- � I � g f
I STA. 1+25, 33'L ---
Street Acceptance , I
Sewer Force Main 73 __ __ _��-_- - --F_ _______ _
� .. ; Proposed Cdnterline
--- ----
• I -I ! of F ,oadway Prop. c/Tel/C
72 ..... __ ...._. ._..__._.._ ..._ - - - _-. W O 00 P EI e able T V
e---- _� _ 4.5" Pavement ATE:
-
i I I in 2 Courses 6-0
Centerline Roadway :I -
Prop 8» WaterMain
xisting Grade I ° Pro osed 6 Prop. 2" Sewer FM
OOq _.. i_
, i bio� ; ti- ._ Propo ed Hydrant I , P 0 12 Dense Graded
70
12 RI h Offset - Grlanite Curb
----------.- .-- ------ -STA._. --25:.Q0 .�_. _ _. Crushed Stone
- -
��� , i 1 ,,� --I- _..._._...__ 10' Min.
i
I - 1 Proposed 2" SDR126 proposed
} I TYPICAL ROADWAY SECTION-
68PVC Force Mam i ► Grading• � -�— � I .•- --_ , ..,.. - N ...�I_ , — Lookin U station
Min. 3.5' Cover 9 P -
Existing 8 CLDI , »
x..
Scale: 1 "=4'
Water Main
1 NOTES.
- i 1
1. REMOVE ALL LOAM, ROOTS, SUBSOIL AND
66
Proposed 8 CLDI. { S c {
DELETERIOUS MATERIALS. -
2. 4 LOAM, SEED AND MULCH ALL DISTURBED AREAS.
Water Mainl � t I _ _
65 _. _-_ .__ LOAM M 1.0
Min. 5 Cover I
I SEED = M 6.03.0 SLOPE 'MIX
I I MULCH M
6.04.0 .ANY TYPE
64 ---------I-- _ --- - --r --- I _._.__ __ _._;_ .__. _..____ _ __ __ ___74,
I Proposed Clean Out i
�. 3. COMPACT ALL LAYERS, AND SUBGRADE, TO
( ` `l 95% MOD. PROCTOR.
I i ; & Ball � alve at End of
63 4. MATERIAL REFERENCES ARE TO 1995 EDITION
ewer�F6rc�lvl�rmY
1- {
OF MASS. HIGHWAY STANDARD SPECIFICATIONS
I I , FOR HIGHWAYS AND BRIDGES.
I
62 5. ALL UTILITIES TO MEET PROVIDER REQUIREMENTS.
00 I'7 N 0 M 1- It c0 r- � I� O
6. TREES TO BE PLANTED AT 30' O.C. WITHIN PROPOSED
r to �n rn rn �t r7 .- r� �t r GRASS STRIP.
0 o rn rn ad rn o �n rn
I- r n r I. r. o 0 0 o 0 7. PROVIDE SLOPED GRANITE CURBING ONLY AT ENTRANCE
TO MAINTENCE ROAD.
0-75 0-50 0-25 0+00 0+25 0+50 0+75 1+00 1+25, 1+50 +
1 75 2+00 3 4/20/05 Add Conc. Walk Details
Roadway
SEAL JOINT
Ra d w a Centerline WITH TACK 2 4/7/05 Rev. Per Engineering Comment
o y nterllne Profile COAT
1 2/28/0 Adjust Profile & Section. Add
Cedarcrest Ave. (Extension SAW CUT
„ � - EXISTING Sidewalk Detail
Scaler Horizontal — 1 =20 PAVEMENT AND
Vertical 1"=2' TOP 2' MIN. MATCH GRADE
COURSE No Date Descnpbon
BASE
" MIN. Revisions
� 6'-6" � DRIVEWAY �- 6-6 1 COURSE
CL DRIVEWAY
EXISTING
SUBBASE
CONCRETE S9 A° + -�►.) 6'`
L. .
SIDEWALK ,i TRANSITION
7.57 MA 5% SLOPED SAN I* '
5% MAX ... ROBERT 4
SUBBASE
GR"IN
,.
..... .. :.•. cavy
J
.O 03�8
• �o }NAt
GRASS Q<v�� GRASS
p CONCRETE
.i
APRON SUBGRADE *
?d �
Reference. City of Salem Planning Board Form C Definitive Subdivision and
GRANITE CURB Wetlands District Special PermitDecision" '
— -———— — —————— —-—— PAVEMENT MATCHING DETAIL p .dated April 22, 2005. .flied .with the
EDGE OF ROADWAY office of the City Clerk on April 26, 2005.
STREET GUTTER
N:T
. S.
r1 __ s.
TYPICAL SIDEWALK/DRIVEWAY APRON . DETAIL . NOTES:
1 3 4 ��
.,1Griffin
- 1. ALL WORK TO MEET l En �neer�n
N.T.s g g
REQUIREMENTS OF CITY OF SALEM. Group, LLC
A
= CONSTRUCTION TOLERANCE t 0.52
P.O Box 7061
SCORE CONCRETE _@ 5' MAX INTERVALS. 100 Cummings Center, Suite 222G
PROVIDE NEAT LINES AND EVEN SPACING. o 0 0
o O Beverly, MA 01915
„ O o 0 8
REVEAL VARIES 5 X 16 f 0 0 o O
„ O O O
IMDni VARIES 6 TO 8 GRANITE CURBING 0 0 0 0 0 0 00 0
.� o 0 0 0
Tel. 978-927-5111
1/2 EXPANSION SET FABRIC AT MID-DEPTH FINISH O O O 0 Fax. 978-927-5103
F JOINT ® 25' GRADE 0 00 0 0 0' OO 00 0
SLOPE TO DRAIN * BITUMINOUS CONCRETE 0 O O 000 O
MAXIMUM SPACING PAVEMENT 0 0
o O o 0 0
•a . 6 °O 0 0 0 0 0 0 0 Cassell Builders
MASTIC JOINT O
0. SEALER. 1 DEEP w °o \/\/\/\/\ �./\/\/\/ . Cedarcrest AVe. '
. 0 � � 3000 PSI
CONCRETE
Extension
CONCRETE ° ._;•.
• 3 00o PSI AIR ._0 a • •,- . FULL DEPTH PAVEMENT Salem, MA
R ENTRAINED CONCRETE .. -
•. .
=• ' .:
PREPARED
6X6 W1.4XW1.4 ° , N . T. S.
SUBGRADE ° °°
WELDED WIRE FABRIC
GRAVEL BASE COURSE .° .., , KEY: Profile
1 . 1 .5 CLASS 1 BIT. CONCRETE TOP COURSE TYPE 1-1 and
•.
4 \- 1/2- PREFORMED JOINT FILLER * WALK TO BE ADA COMPLIANT UNLESS NOTED OTHERWISE. 1
(M3.11 .0 -TABLE A). Roadway Details
� MAX SLOPE =. . 3/16" PER FOOT GRAVEL
6,, 2. 3.0 CLASS 1 BIT. CONCRETE BINDER COURSE (M3.11 .0
PREPARED SUBGRADE ** SIDEWALKS TO BE 4„ THICKNESS
TABLE A).
DRIVEWAY APRONS To BE 6" THICKNESS TYPICAL SECTI ON 3. 12" DENSE GRADED CRUSHED STONE FOR SUB-BASE
SG.4 As shown
CONCRETE WALK OR APRON M2.o1 .�
EXPANSION ,JOINT CONCRETE WALK OR APRON GRANITE CURBING (M2.01 .7) - Job No•: o2-,45
. _ P1
PREPARED4. SUBGRADE - �� P�\�\�
N.T.S. N . T. S.
N . T.S.
D&k' 1/12/05
a
—L
APPROXIMATE LOCATION SHOWN ON
TRENCH WIDTH
DRAWINGS. EXACT LOCATION TO BE
A
DETERMINED IN ADVANCE 0F
CONSTRUCTION FINISHED GRADE
.TABLE OF MINIMUM BEARING AREAS INS FTSALEM P N
Q . LE LA KING
AGAINST UNDISTURBED MATERIAL
T QARD
6» WIDE YELLOW 40
12 MARKER TAPES 06,
HYDRANT TYPE PER SALEM DPW ENGINEERING/
PRESSURE 150 PS
REQUIREMENTS — AMERICAN DARLING B62B. 2'-0 MIN.
„�— WELL COMPACTED
PAINT COLOR PER CITY. » _ --
. _ 2 6 MAX. ,\ CONDUITS TYP. FILL FREE OF
TATE AS REQUIRED. \ ( ) TYPE OF ,SOIL CONDITION
C�MAIN ROTATE i LARGE STONES. M
0
i� �\ PIPE
0
BEND SIZE
FINISH
\ A B C D E F G
ADJUSTABLE VALVE — .—.�_._..`_.._. ...... ,._;._
B0
OX COVER
GRADEf aft
0 0 TEES &
s
.5 4.5 25 1. 1.5 _1-
8 3 5
/ UG
P L S
� r
6
1 4 3 1. 1.5
� 2 6 2 5
i 90 I
//r� r
and D A
TE.
» SPACE APPROX.
6 MJ
» 4 1 -1
5 5_ 2.5 2
RATWITH6S .
FT.
6. 3 5
BACK UP HYDRANT Q
-3 APART- T mallei
GATE � z ( YP ) S
_ N R A P CO C CONCRETE PLACED 3000 SI 1
22 2 1 0.5 0.5
VALVE 3.5 2 1:5 1
O
:AGAINST UNDISTURBED MATERIAL
M
v
2 MIN.' TAMPED SAND
TEES E
W 15.5 8 5.5 4 2 1.5
- ABOVE AND BELOW CONDUITS 3
- PLUGS
0
0
a
8
00
21.5 11 7.5 5.5 4 3 2.5
3400 PSI CONCRETE BACKING 90
oo:p UNDERGROUND CONDUIT TRENCH
AGAINST UNDISTURBED MATERIAL. . . • . , »
PROVIDE 10 CU. FT.'3 8
45 '
SEE TABLE ON THRUST BLOCK
. 12 6' 4 3 1.5 1.5
CRUSHED .STONE TO
BEARING AREA FOR THE AREA
• O o-
BE o
» UI
o FOR MULTIPLE CONDUITS a
. o
.. 22 1 2
0
1.5 1
1 1
OF CONCRETE REQUIRED. �
a 12 ABOVE DRAIN HOLE.
6 3 : 2 -
/ NOT TO SCALE `-
6
TYPE OF SOIL CONDITION
,.
N
D
x 6 HYDRANT TEE OUTLET _ '
AND .
FLAT STONE OR
A SOFT CLAY FINE LOOSE S
WITH VALVE RESTRAINING JOINT GRAVEL BEDDING
IN RS N CONFINED SAND
A do CLAY,
IXED OR LAVE FINE
CONCRETE BLOCK
B SNDM
HARD DRY CLAY
i
D COARSESAND
- GRAVEL
E
F — SOFT ROCK
HARD AN
G DP
FINISH
NOTES:
WITH DRAIN
_1
-
TYPICAL HYDRANT ASSEMBLYT
GRADE .
PROPERTY LINE
E
N TI N L BEARING AREAS FOR '22 � BEND..
1..FOR FITTINGS WITH LESS'THAN 22 �'DEFLEC 0 USE
IN A MAYDISREGARDEDFOR
A IN CONCRETE. BEARING AREAS M BE
JOINTS A NOT BE ENCASED C TE
N .S
': 2. SHALL T _
IS A R A THE CROWN OF
TRENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE S T 0 ROVE C
E S
A A NTH PIP AND ROCK ACE:
THE PIPE. HOWEVER CONCRETE BACKING SHALL BE PLACED BETWEEN E E F
P
. ..:TYPE K COPPER
„
E
i
VI 1 MIN.
WATER SERVICE
VALVE BOX
RUST BOCK: BEARING AREA
4 MIN.
CONCRETE THRUST L
COVER
CURB STOP
CORPORATION STOP
i
0
N.T.S.
THREAD AS REQUIRED
Ada ter
"Pum
P -
P
Chamber
as re d k
q
I
R STOP
GROUND SURFACE
N T . THE CURB SEE TABLE F
EO
R n aii "Add
�� Revise,Hydrant t Det
Yd
2 4200 ,
1 1 4 NPT : / /
THRUST BLOCK
Sewer Boll Valve etail of
AND VALVE BOX SHALL BE
Se Ba D N e
PL
PLA A D
BEARING AREAS
to Water a ceConnection
CED IN A P VE
FOR THE AREA
Detail
A PREFERABLY T
`- LOCATION,N °PREFE B HE /
Curb Stop & Check
10 L
OF CONCRETE \
P
SIDEWALK BUT F NOT REQUIRED 1 4/7/05
Add Hydrant Detail
WATER -MAIN �
Valve Assembly. E One ER
Y
POSSIBLE, THEN IN THE
,
Desch tion
Part No. PA 1329 P03 No Date P
ROADWAY:AT APPROX. 1
FROM THE CURB .LINE,.
H
450
RevisionS
MAX. t
ff
2 F.M.
H 2 MAX.
WATER SERVICE CONNECTION
T
1 — V ,
Y
P C
4 .. �
NOT TOSCALE
1
x Wye
2
x1 2 ,
4 .. s
Y
4
R
OBER n
K
G
\• rn
\ \
GRIFFIN
CM
t.
00PiCONCRETEv
30 S
A
#3668
6
BACKING AG INST -
,o
s�.
UNDISTURBED MATERIAL
INE
DIAGRAM
MPSTATIONL
PUMP
CONCRETE THRUST -BLOCK AT PLUG
o
MA DIA: (16"±) CAST
SMALL
N.T.S.
IRON MH FRAME AND COVER
R0
A REMOVEABLE CAP
-
45*
DED
45 BEND-
Reference:
END
R f r n e: of Salem Planning vii ___
e e e c Clt S le a m Board .Form C:Definitive Subdivision and _
STRAIGHT PIP TO FIT- Y 9 --_.-
S E _
Griff nWetlands District Special PermitDecision" it : i e wit the
W s S c Pe m dated' April 2 >2005 f l d h
P
P
2
,
4 ND ,
5 BE K
office of the :Cit -:Clerk on .April 6 00 .
� cl*-
c e 2 2 5
,
Y P ._
�t
t
FINISH ' r�
l
E rneerin
'WYE
_ n
g
Group LLC
GRADE
P
VALVE OX
ALE B
Material and Pipe
M m ne
O Box`7061
P
a Lift BACKFILL TO SUBGRADE W
Flow
B
/
100 Cummings Center,Size o Match C s Cen a Suite 222E
t
N GRANULAR BACKFILL
9
MH FRAM AN V
CLEAN C LL
Moln Line
E AND ER
Bev rl A
� MOD, PROCTOR
e M 01995
TO 95 0 OCTO ,
COMPACT
y
- AN GRANULAR KF
CLE G HULA BACKFILL
H2O LEBARON LA164 _
»
A
NOSTONES LARGER THAN 3
I
COMPACT TO 95% MOD. PROCTOR _ ..
o, OREQUAL). ` SET ON
Tel. 978 927 5111
- Plan ,
Fax. 978-927-5103
BRICK AND MASONRY
r
0
, As re d
, 9
�' 4 MN
W
COVER
BALL VALVE
:._ Cassell
• • Bud
WATER, EWER RAIN.
12
E S OR D
s`
:. .,:.: :..:•:, SET AT MINIMUM DEPTH OR
Cedarcrest
. .. . C est Ave.
INVERTS A INDICATED.
6 TOPSOIL L
VE TS S D TED.
_ o0
oo a
.
0
a
0
2 Min. o 0
o Extension,. o0
n
a o
0
Fl w
v O o
. . . � n , in
N
Mai L e
N : CRUSHSTONE ;.
Ie
m MA
E
3 8 D
T FDN
0
CONCRETE o R CR ENED GRAVEL. ,
0 S E
o O
N
O O
O O
O
6 MIN BOTTOM AND SIDES
r_ 6 MIN. BELOW
0 o
-
Section
0 0
GRADE RINGS
3/8 CRUSHED STONE
N
OR SCREENED GRAVEL � . .
Io
U 1I
BOTTOM OF EXCAVATION
t it�es
SEWER BALL
VALVE DETAIL
CLEANOUT DETAIL
Details
'
m SEWER CL i
9
I P
NOT TO SCALEFOR DUCTILE IRON OR RC PIPE. TOP OF STONE IS MID DEPTH (SPRING LINE) OF CONDUIT.
NOT TO SCALE
TYPICAL PIPE BEDDING SECTION S� As shown
, M-1,0
N.T.S.
Joh No••
Sd
D1
P\P\ ,
- � I
D
0
.9k 1/12/05
a
_ I
i
SQUARE FRAME AND 1.5" Crushed Stone
COVER SET AT FINISHED RECTANGULAR FRAME AND
FINISHED GRADE. SEE NOTE 4. GRATE SET AT FINISHED
GRADE GRADE. SEE NOTE 4. ° 6' 0 Precast Structure
SALEM PLANNING
FINISHED f1 Geotextile BOARD
GRADE REQUIRED FOR DOUBLE CS
CONC. COLLAR GRATE CATCH BASIN. ° f
12" MIN. SHEA MH4-FT41D2H
rOF g*-0" I Roof Leader Pipes
(2 HOLES)
.. : -
CONE 24 ADJUST TO GRADE 12" MIN. - -- --�--
,..
WITH COURSES
- OF BRICK 12" •. - --
0
- -- - - -
Frame & Cover
ADJUST TO GRADE ° •
WITH COURSES
OF BRICK -- --- �
. .
RISER ..•.. STEPS
48" :• NEENAH R-3701 HOOD OR
PLAN vlEw DATE:
48" i'. APPROVED EQUAL
RISER "✓
20" Cast Iron Frame
6" L&S & Grate Cover on
• : Brick Masonry.
PIPE SIZES PER PLAN Set Top of Structure at
5�. t Specified Elevation
.I -
.. PIPE SIZES PER PLAN
BASE
itV. '. r - . � .•.. -
48 SUMP r.... ,. o
MIN.
" Pipe per Plan.
N � :. . ., . .. .._ �, . ,• BASE
C 0 0 �I Extend pipe so that it
' 3. : � � � � is visible from above.
(700 GALLON) ❑ ❑ ❑ �' Cl CJ ❑
6" CRUSHED ❑ o 0 0 0 0 ❑ 2'-O"
BRICK MASONRY OR STONE BASE _
6 :r. ' LOCO o LDL7
3000 PSI CONCRETE
6" CRUSHED 12" Min ��_ 12 oz/sy Non-Woven
SECTION VIEW 6»
STONE BASE
00 00 Geotextile
Drain Holes 4" to 1.5
SECTION VIEW
SECTION .VIEW tapered
NOTES: NOTES: Elevation of
1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. Dry Well: DW1 DW2 DW3 DW4 DW5 DW6
� N.2. REINFORCED
FT. AND 0.12ALL SQ. IN. FORM TO BOTH WAYS) EST ASTM BASE BOTTOM SPEC. 0.12 SQ. 2.N./LINEAOLR FT. AND
SHALL'' CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ.
/ ( ) IN. (BOTH WAYS) BASE BOTTOM. Rim 67.00 65.00 61.00 5800 58.00 57.00
3. H-20 DESIGN LOADING. 3. H-20 DESIGN LOADING. Top of Structure 66.00 64.00 60.00 57.00 57.00 56.00
4. LEBARON LK 110 FRAME & SOLID COVER (MARKED DRAIN) OR APPROVED 4. LEBARON LV2448-2 RECTANGULAR FRAME AND GRATE OR APPROVED EQUAL Bot. of Excavation 61.50 59.50 55.50 52.50 52.50 51.50
F
EQUIVALENT.
OR DOUBLE GRATE CATCH BASIN.
Q
5. SHEA PRECAST OR APPROVED EQUIVALENT. 5. SHEA PRECAST OR APPROVED EQUIVALENT.
6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. NOTES:
1. SHEA DW-50OSDW OR APPROVED ALTERNATE.
� 2. GRATE COVER: LEBARON LA206 OR
4'0 PRECAST DRAIN MANHOLE 4' PRECAST CATCH BASIN APPROVED ALTERNATE.
N . T. S.
N .T.S. DRY WELL
2 4/7/05 Remove Det. Pond Details
N.T.S 1 2/28/0 Add Det. Pond Detail. Adjust
Dry Well Elevations.
Reference: City of Salem Planning Board "Form C Definitive Subdivision and
• . " No Date Descnpbon
Wetlands District Special Permit Decision" dated April 22, 2005 filed with the
Return Ripoffice of the City Clerk on April 26, 2005.
Rap Berm t
Revisions
Place Boulder 18" Existing
From Discharge To N Grade 12" Discharge
Dissipate Energy g
12 RCP
i
1' 1:1 Disch. Inv.
STORMCEPTOR COVER AND GRATE -
GRADE ADJUSTERS F
TO SUIT FINISHED GRADE
•.. Flow--- ,
Bottom EI. 42.0 ROGER
2"x 2" HARDWOOD POST ti ,�
. N
EROSION CONTROL ' Bottom EI. 420 � -- � -'•:�' CML �
MI '
FABRIC (MIRAFI N0. '• GRIFFlN *+
N. LENGTH of 4 NOTE. CONTRACTOR MAY USE EITHER '' :•- -•,:-.r: '': •'• •. ••' '#96686
AT 6' MAX. O.C. 100 OR STAPLE TO POST A UNLESS SPECIFICALLY DIRECTED BY
T 1 1.1 --� . .- ; - KET SEAL . •. ``,,;;,��.� F\:�
• j ..'•:
6" O.C. VERTICALLY. ENGINEER OR CONSERVATION COMMISSION. 1:1 203mm 67
- Rip RaP D50=6"
1.5' Flow Berm Elevation 43.0
j TO SUIT FINISHED 1219 [48 OUTLET
1 GRADE (IF REQUIRED) :.
_, •_,... 10mm [24�
2.5' MIN 28" 2»x 2"x 30" HARDWOOD I 305mm [127 .•a
7 ` 3, Griffin..
,.
STAKES IN EACH HAYBALE. , ,%
DRIVE 6" TO 12' IN GROUND. ' 11 ;
.I ® �1 "
\i \ mm 6 m . VENT •.. .•• .•: -A
11
5 Min. \,�,�. .`.
! FIBREGLASS INSER •«:=� �( ` EngJneenng
(U.N.O.) \ �. �\\ '�� ���\� � TO SUIT • . . .. ,
Q5 e*
LEVEL
FINISHED GRADE -
� EL :.SPREADER . . . 2 3m � =_. •.: Group, LLC
•, •• 762mm [307 •_•*•
1r [INLET P.0 BOX 7061
6.
Berm Elevation =12 OUTLET ,
I ( � � 15omm [6' ORIFICE P 9mm j97
1 t l " Above Discharge 100 Cummings Center, Suite 222G
1.5' Min. 1 1 9 Thickness Invert g Existing Grade _is ENLARGED OUTLET DETAIL
EXCAVATE SHALLOW
f TRENCH BY HAND do / � I� Rip Rap (Approx.) ' -.-. . -
SCALE: :2o Beverly, MA 01915
r
� l _
BACK FILL AFTER �/ D50=6
INSTALLING FABRIC / 6 5mm [257 :� � 406m [ 7 457mm [t 7 01829mm [727
121 Tel: 978-927-5111
BUTT TIGHTLY
3:
TOGETHER Discharge1\\610rnm153mm [6' Fax: 978-927-5103
[24�
W -
` OUTLET
r_' :.X .:. rt610mm [247 •
�? SILT FENCE AH YBALE ,� Cassell Builders
EROSION CONTROL .
,. N.T.S. -'N Wooven Cedarcrest Ave.
OVERFLOW ''`� ---- Geotextile
162smm p2�o •
Y 153 m
a Granular Fill '{� Extension
--� Prepared }• :•..-: _,• c.:�.:.;•,
Subgrade r t.. :=:. f'.. .:.: - WEIR Salem MA
3 Thickness of .. • '•"''�:' .'- c• .:� •: 45 mm [18"]
Crushed ,< '.'
a SECTION A Stone Bedding O
SECTION
305mm 127 3 mm [12
N.T.S.
t 00 Notes : ORIFICE
14mm 36 PLATE Drainage
a - STORMCEPTOR IS PROTECTED BY 1 different Dimensions
manufacturer's.regionally due to [ •9
9 To Recharge Device (S 0.02 min) ONE OR MORE OF THE FOLLOWING 2. Access way is offset to allow access {ALAN Details
PATENTS: to the fibreglass bypass slab and to allow
- 4" SCh. 40 PVC to Dry Well Canadian Patent No. 2,009,208 inspection and maintenance from the surface.
Canadian Patent No. 2,137,942
.� 3. Pipe installation by grouting or flexible boots.
Z U.S. Patent No. 4,985,148
U.S. Patent No. 5,498,331 4. Flexible boots may not be suitable for all installations.
U U.S. Patent No. 5,725,760
Please contact your sales representative for further information. Seng, As Shown
U.S. Patent No. 5,753,115 5. 610 mm [241 outlet to be used for cleanout access to the treatment chamber.
v
ROOF LEADER CONNECTION 6. Safety grates for the 610 mm [24"] outlet are available: No•• 02-145
N.T.S. DATE REO'D: / REWD: SCALES D21
STC 900 PRECAST CONCRETE STORMCEPTOR Fie Nome sal cd
P��
DATE. DB ""'TS= FIBREGLASS DISC DESIGN - 900 U.S. GALLON CAPACITY
10/28/98 A.M.G.
09 : 1/12/05
a
L