64-392 - CEDARCREST AVENUE - CONSERVATION COMMISSION DEP 64- 397o*
Plans - - - - - - - - - -
i
Le e n d N/F `
CITY OF SALEM
— — — — Silt Fence Erosion Control CONSERVATION COMMISSION r-
. . • • • . . . . • • Zoning Setback 46 INTERVALE RD.
60 —A3 - Existing Contour 52 54 /� 60 N/F
- -� - Existing Bordering Vegetated Wetland Line & Flag 56 / \ \ KATHLEEN GOOD
----- 50
-- Existing Property Line / � / � � � � GARAGE 40 CEDARCREST AVE.
�D
- — - Existing Edge of Pavement / / / / (C)?)
Hydrant on VSALa
Stormce or 900 5x5 Concrete Pad 2" SDR26 PVC o Connect to Exist. #40
�'" Y-- Existing Treeline / \ __
/ im=67.� Slo�d Granite Force Main 2 PVC Force Main. �.
e --e Existing Line of Cedar Fence Post � 1A (4�4 a6 / / / 71in=62. o Curt� at Entrance 66 1 8" CLDI Test Pit to Locate.
Proposed Property Line Y / / / lout=6 .42 / ere n out ��=g' Water Main �` �,��
i `� Connect to Exist.
-FM-Q-- Proposed E-One Pump Chamber & Force Maine /' o (� / / / / 2^ p / / i w/ Ball valves 5 core) Min. J - - _ -
Y �0 8" CLDI Water Main �7
60 TY 72
Proposed Contour EDGE OF PAVEMENT
__ --
DW Proposed 500-gal Dry Well w/ Roof Leaders _ _ � _ _ -/- - �- _ _ _ _ _ : , _ 7 TP
\r/ / FM ter Servics —
—BCW Proposed Water Main and Valve aint an ' / FMS
5 o FM / CEDARCREST AVE .)
f'� 0+00 5 Cover Min. i
+� Proposed Water Service Shut Off InJ.=42. 5R I____ I__-- �-- - i / (40 Wide -
- - - - - - Proposed Edge of Pavement / 0 0 0 _ 1 -i /25 1 + 0 0 / Typ 1 of 3)
0 0 0 0 0 �o > ,.
P44 � Light P e "" -- '
i / S W
r
rw,rw,-, Proposed Approx. Limit of Clearing I on 5 5 c
s Proposed Sewer Line �_/ / Congrete ad - �_ - _ �1
T — ET_ C. ,
ETC
w Proposed Water Service _ - - ° — TC _ �3Xo \
-- - - - - - - Proposed Sidewalk Easement I ``'� `Ory \`O S '�
�" N I \
Proposed Granite Curb ' �� I v o �2
p �� A..O I. . . . . . . I \: �G I I W Proposed E-One 1
Pum lCCto ber — Li ht ole and
• Proposed 2 Caliper, 30 o.c. I I I 1 0 SB _ _ 22'x22' I g p
I Level �prea�ler � � � See Detal, Sheet- I 40 x28 Hydrant on
- - Proposed Erosion Control = ` (See etail, IID2) I I I I Rim= e 62te CB \ I ('Typ 7 of 3) �i _ Story — Garage 10'x5� Concret #29
D.H. IN Inv. 62.Fk2 l FF=7 .a I `—
-_�_--- Bsmnt=66.0
STONEWALL - - - - 44'x2
A6
FND. & HELD
�� I I ws I I 2 Sor
t �.
\;� FF=67.0 ° \ I \ ti / ' � \ 66 \: 1`� -- — — — — �Dwi ) I�QQ'
: X � mnt-58.0 e�/FF
1% � I ' ' s� �\ — — • �?-_ \ - — '- Crushed Stone ER �
A7 / - \ .,. I /\� / 6� Drainage Swale
I \ _
Check/Dam �\� �\ Sa, ! \ — ti�`L e --_\ -_ I \ N/F
22'x2 s6 'L �o� o �� \ ROBERT J. BROWN
W (See et ail) arage G° 6% Lot � \ LORI D. BROWN
1W 4000,
F 66.0
' ° S<°goo 29 CEDARCREST AVE.
�6 X60• � �� . / ��i / \ I � � �,,,�, �vru �
Cti A8 / I �� ` sl ` \ Dry— 50Q. gal . Dry Well ii~ �� : \ � ;r) No Date. Desrrintlon
/ / Erosion' ontrol �� � �, � �'�-� ` \ TyP. 1 of 6 !�� �i� / \ _ \ � �,
�A \�\��\ 58 Concr ` — (see--Det-ail, D?�Y Revisions
(See Detail, D1) -
U �4!J ,642 46 I I • ' ` �\ Driveway I �i;�
) \ �� Apron \ _
A10\ ,� I \ \\ \ gyp of 3) _(tLodt -2
i A21 A2z\ \
2 � Lot\ — _--=_�_ _ -- - - - , ,% / � = -�- — . �;� I z K
\ . \
A13A' \ \ / Al5 \ / X \ 1 , \ . . / �`-1 / A25
dn�A 14
\ 1
Griffin
v N I / Engineering
INNIN S4U VIL�G \;2� --�� / / • • I A" Group, LLC
r
VA RE C'QNDAT �� i / P.O Box 7061
ANT �, OMINI C5,1) Q 100 Cummings Center, Suite 222G
Ay U,V � � � � i A.30 Beverly, MA 01915
Plan Notes: ._ IA2 , a . b
1 . Topographic and Boundary survey by Kane Land Surveyors, S. Hamilton, MA. `' _ I �`�l Tel.- 978-927-5111
�\F;' 2 Fax: 978-927-5103
€ This plan is based on an instrument survey. — — — = n32 D
2. Wetland Delineation by Rimmer Environmental Consultants. Flags placed
W October 2001 . Cb
J Cassell Builders
3. Elevations are NGVD datum. h2
Cedarcrest Ave.
4. Utility locations are approximate and may not be complete. Contractor is
$ responsible for ascertaining the presence or absence of utilities in the work D.H. FN D. Extension
` �� area, for notifying Dig-safe and municipal utilities in advance sof work, and. ,�,�;,� � & HELD Salem, MA
to protect same. .,
5. Contractor shall notify Engineer immediately should he encounter differing
or unusual conditions during the work.
6. This plan prepared for subdivision purposes only.
7. Each house to be serviced by individual E-One Pump Chamber. Plan to Accompany
8. All utilities and connetions are to be in compliance with local utility providers Notice of Intent
9 requirements. GRAPHIC SCALE
9. Water main to be disinfected and tested per AWWA C651 .
10. Building footprints, on-lot utilities, and grading are conceptual for illustration 20 ° '° �° '° °° SQaLe; 1'=20'
purposes. Job No: 02-145
11 . The owner, Paul Cassell, certifies that their are no encumbrances existing upon ( IN > N01 - 1
the land at the time of filing. 1 inchs zo rr flsP\P\Bai\cai
DAk 3/1/05
1.5' Crushed Stone
SQUARE FRAME AND
FINISHED COVER SET AT FINISHED RECTANGULAR FRAME AND
36" GRADE. SEE NOTE 4. GRATE SET AT FINISHED ° 6' 0 Precast
GRADE GRADE. SEE NOTE 4. o� Structure SALEM PLANNING
FINISHED Geotextite
GRADE REQUIRED FOR DOUBLE ° BOARD
_ CONC. COLLAR GRATE CATCH BASIN.
A O / I I O A 12" MIN. SHEA MH4-FT41D2H -
Roof Lender -
(2 HOLES) B -01 I Pipes ----------- -
:...
12" MIN.
_ 24" ADJUST TO GRADE -------------
CONE - -- - --
II / WITH COURSES
OF BRICK 12 -- -- -- O
o Frame B Cover ------------
ADJUST TO GRADE
O _ WITH COURSES -------------
OF BRICK
---------------
1Y2"0 Pressure #8 Support Bars RISER STEPS
Relief Holes 36 48 48" NEENAH R-3701 HOOD OR PLAN VIEW DATE:
RISER =r APPROVED EQUAL
20' Cast Iron
Tack Weld 6' LSS
Frame & Grate
All Around Cover on Brick
5„ at
PIPE SIZES PER PLAN Masonry. Set Top of Structure
8., Specified Elevation
36"0 CMP 8" BASE " PIPE SIZES PER PLAN - p
Cylinder 48 SUMP '
12" Spacer 1 Pipe per pe s
� P �' BASE MIN. :•� � � � '•7�2
• It Is Extend
from that
Bar (TYP.) :' . . , 3 -6 ❑ a o o above,
(700 GALLON ❑D � l�
24"0 Spillway 6" CRUSHED - ❑D O O O D 2'-0'
P Y STONE BASE '
Riser 7t
BRICK MASONRY OR 6 -. ' °� D o
SECTION A 3000 PSI CONCRETE " '
• 6 CRUSHED 12Min � L- 12 oz/sy Non-Woven
SECTION VIEW 6..
STONE BASE On 00 Geotextile
Drain Holes 4' to 1.5'
CONCENTRIC TRASH RACK AND SECTION VIEW SECTION VIEW tapered
ANTI-VORTEX DEVICE
NOTES: NOTES: Elevation of DWI DW2 DW3 DW4 DW5 DW6
N. T.S. 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. Dry Well1
2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A785 SPEC. 0.12 SQ. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. Rim 67,00 65.00 61,00 5800 58.00 57,00
IN,/LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. Top of Structure 66.00 64,00 60.00 57,00 57,00 56,00
3. H-20 DESIGN LOADING. 3. H-20 DESIGN LOADING. Bot, of Excavation 61,50 59.50 55.50 52,50 52,50 51.50
4. LEBARON LK 110 FRAME & SOLID COVER (MARKED DRAIN) OR APPROVED 4. LEBARON LV2448-2 RECTANGULAR FRAME AND GRATE OR APPROVED EQUAL
Trash Rack and Anti-Vortex Device EQUIVALENT. FOR DOUBLE GRATE CATCH BASIN.
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
8" 36"0 CMP Pipe 4'0 PRECAST DRAIN ' MANHOLE A N H 0 LE f APPROVED ALTERNATE.
_ Cylinder, 14 GA 4 PRECAST CATCH BASIN
8" • • • N . T. S. N . T. S. DRY WELL
------ N.T.S
1 2/28/05 Add Det. Pond Detail. Adjust
24"0 CMP Riserv
Dr Well Elevations.
Pipe, 14 GA.
No Date p Description
See table forlaceBoulder
Return Rip Revisions
Outlet Pipe: 12"0 s=0.037 UNO Rap Berm to
perforation Data. From Discharge Existing "
9 Grade 12 Discharge
Dissipate Energy
12 CMP
Pond Bottom: ��571�-` L1 1' 1:1 Disch. Inv. STORMCEPTOR COVER AND GRATE
1
6" Thickness Crushed J / TRADE ADJUSTERS
Install Grate
Pla ° ° ' (See Detail Below) 1.t ill 1.1 `� Flaw ~ TO SUIT FINISHED GRADE
Stone Per Gradin
k��`i7.F`^` /may
Bottom EI 43.0 1:1 �� ROBERT v
e.
H.
24' Bottom El. 43.0 GGCIVILN ti
e _ - a. • '.;•�.'.�-i•- - #36686 y
36
12' d to r t:ttit-1 KET SEAL
• 4'x4'xl' Class A 203mm
' Cement Concrete Base
t- _ Rip Rap D50=60 /
_�_; •-,•• :�:• ..�:- _`.: 1.5 Flow Berta Elevation 44.0 TO SUR FINISH ED •� 1219 [46 OUTLETZ
I
;-:` t-i-• :• .��:5 `• '1:• •.' _:,.: GRADE (IF REQUIRED)
.21
48305mm [12'J
T I .:.
2-#8 Bars Placed at Right s `' ''``' : .x.
Angles Through Riser Pipe 12" Crushed Stone Base mm [6� vENr r Griffin
FIBREGLASS INSE °.�
�� Engineering
N
TO SUR ': •,.' s a
ote: <':
1. The concrete base shall be poured so that LEVEL SPREADER FINISHED GRADE 2 3 Group, LLC
concrete fills the bottom of the riser to the 762mm [30'1
invert of the outlet pipe. N.T.S. INLET OUTLET P.O Box 7061
Berm Elevation =12• 150mm [6'I ORIFICE P 9mm [9"] 100 Cummings Center, Suite 222G
9• Thickness Above Discharge Existing Grade ENLARGED OUTLET DETAIL Beverly, MA 01915
OUTLET CONTROL DEVICE Rip Rap Invert (Approx.) :- SCALE: 1:20
D50=6" „ 4osmm [ 7 457mm [t 7 <.,
- m [257 .! . •1e29mm [72'I Tel: 978-927-5111
N. T.S.
Discharge '` 61omm [24'I 153mm [61 Fax: 978-927-5103
# 8 Bars , SOSmm [1z0 OUTLET
2 Each Way OVERFLOW �, e810mm 24'1
Pond Outlet Orifice Data Cassell Builders
_B - 91 m [367 -
UJ Elevation Number Size in.
,��12 oz/ay 1829mm [7210 15 m Cedarcrest Ave.
E
�\ \\%� ` -- Non-Woven -' '
Geotextile Extension
0 48.5 5 1 .0 ` � `�t Granular Fill
49.0 5 0.5 Prepared +:,: WEIR Salem MA
Subgrade . ;w:: ..;: '::
0.5 3 Thickness of .4. _ x_45 mm [1a7
49.5
5 " Crushed ":.• :.::•,• :. O -
50.0 5 0.5 SECTION A stone Bedding SECTION
50.5 5 1.0 305mm 1z0 _�� - 3 mm [12
To Recharge Device (s=0.02 min) N.T.S.
51 .0 5 1 .5 -� 4" SCh. 40 PVC to Dry Well Nates • 914mm [Je PRE g
51.5 5 1 .5 ,. Dimensions may vary regionally due to LATEDrainage
STORMCEPTOR IS PROTECTED BY .
o different manufacturer's. Details
52.0 5 2.O PANOR MORE OF THE FOLLOWING PLAN
2TS: . Access way is offset to allow access
to the fibreglass bypass slab and to allow
a 5x2.5 Canadian Patent No. 2,009,208 inspection and maintenance from the surface.
1 24•0 1 Canadian Patent No. 2,137,942 3. Pipe installation by grouting or flexible boots.
0
ROOF LEADER CONNECTION U.S. Patent No. 4,985,148
53.0* DO 4. Flexible boots may not be suitable for all installations.
1 U.S. Patent No. 5,498,331
4�4 GRATE DETAIL N.T.S. Please contact your sales representative for further information. Se�1g; As Shown
2 * Emerg. Spillway 6' X 8' BCWeir U.S. Patent No. 5,725,760 5. 610 mm [24"] outlet to be used for cleanout access to the treatment chamber.
N.T.S. U.S. Patent No. 5,753,115 6. Safety grates for the 610 mm [247 outlet are available.
Y
Note: Grate to be installed at the discharges to the ,jph No= 02-145
level spreader and the detention pond (i.e. 3 loris) DATE REoo t REO'D: sr. c. D
NTS STC 900 PRECAST CONCRETE STORMCEPTOR Fie Nig p\p\sd\cal
DATE
10/28/98 De:A.M.G UNITS: FIBREGLASS DISC DESIGN - 900 U.S. GALLON CAPACITY
Dgt% 1/12/05
y_N
L
m
a
TRENCH WIDTH
FINISHED GRADE SALEM PLANNING
6' WIDE YELLOW BOARD
O O
I2• -�— MARKER TAPES TABLE OF MINIMUM BEARING AREAS IN SQ. FT. —————————————
2'-0' MIN. ----- WELL COMPACTED AGAINST UNDISTURBED MATERIAL
2'-6' MAX. CONDUITS (TYPJ FILL FREE OF -------------
\� LARGE STONES -------------
y, PRESSURE 150 PSI
/ PIPE TYPE OF SOIL CONDITION _------_----
SIZE BEND A B C D E F G
BACKFILL TO SUBGRADE W/ p ——————————————
CLEAN GRANULAR BACKFILL (:2"�MIN,
TEES & DATE:
COMPACT TO 95% MOD. PROCTOR CLEAN GRANULAR BACKFILL SPACE APPROX. 8.5 4.5 3 2.5 1.5 1 .5 1
NO STONES LARGER THAN 3" 3' APART (TYPJ PLUGS
COMPACT TO 95% MOD. PROCTOR 6
TAMPED SAND and 90 12 6 4 3 2 1.5 1 .5
As req'd ABOVE AND BELOW CONDUITS 45 6.5 3.5 2.5 2 1 1
smaller 22 1 2 3.5 2 1.5 1 1 0.5 0.5
12 UNDERGROUND CONDUIT TRENCH TEES &
WATER, SEWER, OR DRAIN. 15.5 8 5.5 4 3 2 1.5
SET AT MINIMUM DEPTH OR FOR MULTIPLE CONDUITS 8„ PLUGS
`•: • '' • INVERTS AS INDICATED.
2" Min. NOT To scALE 90 21.5 11 7.5 5.5 4 3 2.5
45 12 6 1 4 1 3 2 1.5 1 .5
22 . 1 2 1 6 3 1 2 1 1 ,5 1 1 1
000 O°0°° 6" MIN - BOTTOM AND SIDES TYPE OF SOIL CONDITION
3/B" CRUSHED STONE A — SOFT CLAY; FINE LOOSE SAND
OR SCREENED GRAVEL B — SAND & CLAY; MIXED OR IN LAYERS; FINE CONFINED SAND
BOTTOM OF EXCAVATION C - HARD DRY CLAY
D - COARSE SAND
FINISH 1, E - GRAVEL
FOR DUCTILE IRON OR RCP PIPE: TOP OF STONE IS MID—DEPTH (SPRING LINE) OF CONDUIT. GRADE PROPERTY LINE F — SOFT ROCK
G - HARD PAN
TYPICAL PIPE BEDDING SECTION NOTES:
TYPE K COPPER 1. FOR FITTINGS WITH LESS THAN 22 iDEFLECTION USE BEARING AREAS FOR 22 i' BEND.
N.T.S. WATER SERVICE 1" MIN. ' 2. JOINTS SHALL NOT BE ENCASED IN CONCRETE. BEARING AREAS MAY BE DISREGARDED FOR
VALVE BOX TRENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OF
4' MIN. THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE PIPE AND ROCK FACE.
COVER
CURB STOP
CORPORATION STOP _j CONCRETE THRUST BLOCK BEARING AREA
THREAD AS REQUIRED
N. T. S.
SEE TABLE OF GROUND SURFACE
WATER MAIN THRUST BLOCK
BEARING AREAS
FOR THE AREA NO Date Description
OF CONCRETE p
REQUIRED Revisions
WATER SERVICE CONNECTION H 450
NOT TO SCALE MAX.
FINISH H/2 MAX.
GRADE VALVE BOX
REMOVABLE ROBERT
THREADED CAP
GRIfFlN `y
FOR HOSE CONNECTION 036886
TYPE K COPPER a000 PSI CONCRETEBACKING AGA
WATER SERVICE 3/4" MIN. ' SMALL DIA, (16' 'F) CAST UNDISTURBEDINST MATERIAL
4, MIN IRON MH FRAME AND COVER CONCRETE THRUST BLOCK AT PLUG
o �
COVER
THREADED REMOVEABLE CAP N •T.S.
CORPORATION STOP45' BEND
THREAD AS REQUIRED STRAIGHT PIPE TO FIT Griffin
° CURB STOP 45BEND
� WYE �, Engineering
Group, LLC
Material and Pipe Ma;n Line P.O Box 7061
Size to Match j Flaw EROSION CONTROL 100 Cummings Center, Suite 222G
Main Line MH FRAME AND COVER 2'x 2' HARDWOOD POST FABRIC (MIRAFI NO.
MIN. LENGTH OF 4' NOTE: CONTRACTOR MAY USE EITHER Beverly, MA 01915
(H2O) (LEBAR❑N LA164 AT s' MAX. O.C. 100 OREQUAL).
TO POST AT UNLESS SPECIFICALI._Y DIRECTED BY
END OF Flan OR EQUAL), SET ON 6' O.C. VERTICALLY. ENGINEER OR CONSERVATION COMMISSION. Tel: 978-927-5111
WATER MAIN BRICK AND MASONRY Fax: 978-927-5103
iCassell Builders
Cedarcrest Ave.
W
BLOW- OFF VALVE 6" TOPSOIL 2.5' MIN 28" Z'x 2'z 30' HARDWOOD Extension
STAKES IN EACH HAYBALE.
— Main Line 3/8" CRUSHED STONE DRIVE 6' TO 12' IN GROUND. a `i\ ;,®
NOT TO SCALE Salem, MA
OR SCREENED GRAVEL. (UMin.
6" (MIN.) BELOW
Section GRADE RINGS 6'
9 1.5' Min. f TRENCH BY HAND !;< 1 I I / I Utilities
eails
SEWER CLEANOUT DETAIL BACKVFl� SHALLOW '\�/ I �/ Details
? INSTALLING FABRIC
NOT TO SCALE 21 BUTT TIGHTLY
TOGETHER
4 SQQLO. AS Shown
SILT FENCE HAYBALE
Y EROSION CONTROL Job No.: 02-'�
N.T.S.
Fie Names P\P\sal\cal D 1
Q9ft 1/12/05