HomeMy WebLinkAbout2016 Oct 07 - Sign Off Transmittal Sheet, Plans - New Construction � �o���r,�o TOWN OF YARMOUTH
�, �--,�, HEALTH DEPARTMENT
o:..�. �_:� _ _$
�'�''�-�E%��� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
L j c1T
il in Site Location: � .� .�'/ �r �� � f7�7 � �`
Bu d g
Pr posed Improvement: h/ C O'`J���V[7'.,Z"O.✓ �''� �� �2'�i✓ l�
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Applicant: � ✓ z'D �cc� Tel. No.: b��' �,�.3 �Zp3
„�,�_�iV;tr�6 � '� 0 C.._. FS�' sl-'� F+1�T�'4�ate Filed: Z ��
Address: '
R�✓vts� cc.Ia1�c+
**If you would like e-maid notification of sign off,pdease provide e-maid address:,,J��A��F1 �l�'✓j9`�'t�`T p`/ Sd vR�f.C�..L
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Owner Name:��C�t�v DF�J�F' f�''q rz IC� �c.
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Owner Address: z2 .S�`� �� �E'�S s ��C ��+ %��''l��✓�S Ow�ier Tel.No.: '
T� . �_nr'"`-
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RESIDENTIAL AND/OR C RCIAL UILI� '
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HEALTH DEPARTMENT: Determines Complianee to State and Torov�Regulations; ;e.;Req�iremer��
� For Septa.ge Disposal and other Publi'c Health Activities. � ;
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Please submit three (3) copies of plans, to incl�de:� �j
(1.) Site Plan showing existing buildings,�va�te� line location,
f
and septic system location; c � ��
(2.) Floor- plan tabeling ALL rooms wi�hin building .
(all existing and proposed) —
Note:Floor plans�not required for decks,sheds, windows, rodfing;
(3.) If necessary, Tit�e 5 application signed by licensed instalier
_ _��wit�i��"e`e:�.�...�:.�.��
..................................................:............................................. ... ..............................................................................................:......................................:.........:....................................................................... .....
REVIEWED BY: � DATE: � �% �� `
PLEASE NOTE �
COMMENTS/CONDI IONS: / � / �
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PANEL
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130'-8..
26_0„ 26'-0" I
26'-0^ 26'-0" 26'_0" 8
2A 4 ( 1
DIMENSIONS FROM
- A03
INTERIOR FACE OF I A02 I 13 A03
COLUMN. 1 il3'-1., 9, 0..11 _01','r -F23
IJ7 in 1 i MEN -_
1 ( 1
3^ 1
0 10 I I 23 1 23 i
I 21 SPEAK 1 I
' 0 _J I - TO SIT
76'-0" BEVERAGE ANG�HOR BOARD, REFER TO 2/A01 I 29-7 1/2 TRAY I 1 4!
3
,
A01 r A I I ; N 19 L
M I 107 I
N
I ' i
5 WALL I @ TO[
WALL ROOM 105
I KEY I I N WALL
o I � 6A I -t
22 25 z ll d�111 22 25 22 25 A01
Q - - - - - - - - - - - - - -N 15'-91/2„
22 25 v 1231-
JAI
3 I `
W 4
A/6 m I I v
� I :.00LE: r r Enna
A01 I ? I 6 - -'I ` BREAKROOM ' I iv A03
SIM. g I I 21 26 _
z
6 0
1 z 24 I
RECEIVING AREA I I I A01 @ OFFICE 1, I I
o I I 7 I BREAKROOM
103 iI I I
W
I I ALLS I 1
J I 1
. v I 101
0 I A02
M I I I
I
z
1 I 21
I w 10 I I I OFFICE I
— 01 13
1 I I WIRES AND
O I ROUTE Tt I I
CABLE T Y
LU
— — — — _ _ LER
— — —
� I i 21 26 8'- 1/2" I
1 co I I 8 28
14'-1" I ♦ 19
9'-2" �I
I I I ENTRY DOORS
` ` 5
1071-5" (MINIMUM CLEAR DIMENSION, MINIMUM DIMESION MUST E MAINTAINED) ( A01 -
I I1
4 I SALES AREA I 13'- 1/2"
102
4A � � I I _ GDM10 10 GDM70
0 —_ DIMENSION FROM REPSI KE PEPSII - AO
8..
INTER OR FACE OF I{ 6a
COLU N. C IECKOUT SCENARIO f9 9 RIGHT NO B LT � • I t
I I I I I
16
OL 12 m \i,.\ 3,-0„
24 16 -1
20
1 2
17 ( I
I I B 14 15 13 I 3
I A03 18 106b I
-yQ-LD - - 14'_ - - - - - - - _ _ _ - - - - - - - - - - _ _ - 2' —
11T�-T�
15'-6"
LINE OF CANO Y ABOVE - - - - - - - - - - - -
._
i SHOWN DASH D TYP.
FLOOR PLAN
SCALE: NTS (1/8"=1'-0") I I I
PLAN NORTH
I
ENLARGED MOP SINK PLAN
SCALE: 1/2"=1'-0"
n DETAIL AT COLUMN
SCALE: 1/2"=1'-0"
I NOTE: METAL BUILDING COLUMNS SHALL i
I BEST RAiGHT. TAPERED COLUMNS I
REQUIRE WRITTEN APPROVAL. MAINTAIN
INTERIOR CLEARANCE OF 68'-0" BETWEEN I
I FACE OF COLUMNS ON SALES FLOOR. I
L..- .,.. .—. .... .,.. .... ... -... ..- —.. ... �. ..... .._ .... — _ ._. �. .... .t
NOTE: SALES AREA MINIMUM DIMENSIONS
I TO BE MAINTAINED. I
-------------------------
I--.----.-. _—.—,.—. _- — —. ..... --- ..- -- _ .5
I NOTE: THE CLEAR DISTANCE BETWEEN ;
THE BACK OF THE SALES FIXTURE AND I
THE GYPSUM BOARD SHALL NOT EXCEED i
11 1/2". IF GREATER THAN 1 1/2", FURRING
I STRIPS SHALL BE INSTALLED TO THE FACE I
1 OF THE GYPSUM BOARD, TOP OF STRIPS i
' AT 78" A.F.F., PAINT TO MATCH WALL.
i NOTE: IF A UNIQUE WALL ASSEMBLY IS
UTILIZED PER LOCAL GOVERNMENT I
REQUIREMENTS, THE BUILDING I
FOOTPRINT SHALL GROW OUTWARD TO j
I MAINTAIN THE MINIMUM SALES AREA
I DIMENSIONS. I
L_—__-.. m-- _-.— ----_., —.—.._.........-, -..--:t
SEE DESIGN CRITERIA ON SHEET M1 s _ I
I INDICATING MINIMUM BUILDING ENVELOPE;
U -FACTORS }
L.... _. — _.. .... .._ _ .... — _ .... ._ -.. �.... ... _ .... ..., .— ... .— .i
I ADDITIONAL REGISTERS MAY BE
REQUIRED IF THE ANNUAL SALES I
PROJECTION EXCEEDS THE
1 PERFORMANCE OF A STANDARD
STORE. I
4.. _.. — — _ _ __ — — — — — —_. .... .... -.. .J
—.—r._............------------
I COORDINATE THE FINAL s
I LOCATION AND AMOUNT OF THE '
REGISTERS WITH THE APPROVED'
1 FIXTURE PLAN. I
UPPORT STANDING SEAM
METAL ROOF (BY
E PINE - PEMB (o
MANUFACTURER) GALVANIZED METAL FOR FIRE RATING:
RUNNER, FASTEN TO STUDS COMPLETELY FILL VOIDS AT TOP
E PINE - ATTACH WALLS TOOF WALLS, AROUND PENETRATION
JITH THE
METAL STUDS II ABOVE AT CONTINUOUUS O.C. OF JOISTS, BEAMS, PIPES, DUCT,
I
' A.F.F., RUNNING ETC. PER U.L. #HW -D-0060 AND
:NGTH AND RUNNER
BETWEEN PURLINS DEFLECTION #HW -D-0005; MIN. 5/8" THICKNESS
- STUDS TO BE OF FILL MATERIAL INSTALLED ON
/ITH THE CONTINOUS EACH SIDE OF WALL BETWEEN
A.F.F., TOP OF WALLBOARD AND ALL
:NGTH AND SURFACES OF THE STEEL DECK,
FLUSH WITH EACH SURFACE OF
BOARDS WALLBOARD
VENT I
h
F -TAPPING ,I
IS 4"x 1/4". 1/2" MIN GYPSUM BOARD
F -TAPPING i (BOTH SIDES) ON 3 5/8" VERIFY REQUIRED FIRE -RATING
JM SCREW METAL STUDS. METAL WITH LOCAL AUTHORITY.
STUDS @ 16" O.0 TO 1, 2, 3 OR 4 HOUR RATED UL#U419
,T THE TOP z ACOUSTICAL TILE UNDERSIDE OF DECK
FHE WALL g CEILING AND GRID,ABOVE. GYPSUM BOARD 1 HR. = 1 LAYER GYP BD EACH SIDE
CL 2 HR = 2 LAYERS GYP BD EACH SIDE
FIRE CAULK. TYP
BOTH SIDES
ATTACH WALLS TO METAL STUDS
RUNNING BETWEEN PURLINS -
STUDS TO BE CONTINOUS
GALVANIZED METAL
RUNNER, FASTEN TO STUDS
ABOVE AT 24" O.C.
CONTINUOUS
DEFLECTION RUNNER
O
WHERE OCCURS,
REFER TO
TO RUN TO UNDERSIDE 3 HR. = 3 LAYERS GYP BD EACH SIDE
5MA6
Drawn By:
TO MATCH z
�_
F
= REFLECTED
OF DECK ABOVE AT ALL 4 HR. = 4 LAYERS GYP BD EACH SIDE
"OPEN
Job Number:
216011
W
C7
TO DECK ABOVE"
I
U
CEILING PLAN
W
„
AREAS OR TO 6 ABOVE - FIRE RATED GYP BD TO BE:
i
1/2" MINIMUM TYPE W
0
=
CEILINGS. (USE
WEATHER STRIP & LOW PROFILE THRESHOLD. SEE
GYPSUM BOARD TO
LU
►-
Z
U.S. GYPSUM CO. - TYPE SCX, SHX,
MOISTURE RESISTANT
DECK ABOVE BOTH
U
W
_
-�
I WRX, IP -X1, AR, C, WRC OR IP -X2.
GYPSUM BOARD AT WET
SIDES) ON 3 5/8" 20
u_
w
I - FIRE TAPE GYP BD IN LIEU OF
LOCATIONS).
GA. MTL STUDS 16"
°�
W
U
STANDARD TAPING & SANDING.
M2 Crwowd Street
O.C.
p
I-
W
p R-13 INSULATION
LL BLANKET @ TOILET
ROOM WALLS
SEALANT BOTH
SIDES
METAL TRACK
8" SPLIT FACE
CMU PAINTED
TO MATCH SIDE
WALL PANELS.
EXTERIOR CORNER DETAIL
SCALE: 1/2"=l' -O"
W METAL TRACK
U_
W
FINISH FLOOR
NOTES:
1. DO NOT FASTEN GYPSUM BOARD WITHIN 2" OF BOTTOM
OF SLIP TRACK.
2. IN PLACE OF CONTINUOUS SLIP TRACK - METAL STUD
CONTRACTOR MAY USE "VERTICLIP" BRAND SLIP
CONNECTION TO STRUCTURE.
3. SCREW ANCHORS SHALL NOT EXTEND BEYOND TOP OF
DECK ELEVATION.
6A TYPICAL PARTITION
A01 SCALE: 1"=1'-0"
j FIRE CAULK. TYPICAL
BOTH SIDES
II FINISH FLOOR
NOTES:
1. DO NOT FASTEN GYPSUM BOARD WITHIN 2" OF BOTTOM
OF SLIP TRACK.
2. IN PLACE OF CONTINUOUS SLIP TRACK - METAL STUD
CONTRACTOR MAY USE "VERTICLIP" BRAND SLIP
CONNECTION TO STRUCTURE.
3. SCREW ANCHORS SHALL NOT EXTEND BEYOND TOP OF
DECK ELEVATION.
FIRE -RATED PARTITION (IF REQ'D)
SCALE: V=1'—O"
CORROSIVE- y
RESISTIVE MTL
STUDS @ 16" O.C. to
U
L
e0
I�
i�
iv
SEALANT BOTH
Scale:
NOTED
Date:
5MA6
Drawn By:
FLOOR PLAN KEYED NOTES
�t
Job Number:
216011
RECEIVING DOOR BUZZER - TORK MDL.#TA725 OR EQUAL
U
3 i -c
I
�qe'
2�
DOOR SCOPE. REFER TO DOOR SCHEDULE.
m
i�"A4 t
R� AGO
WEATHER STRIP & LOW PROFILE THRESHOLD. SEE
-
DOOR SCHEDULE.
Ar®Alt®®tur® + interior*
STRIPE FLOOR FOR DESIGNATED EGRESS PATH (PAINT
YELLOW) AND 3'-0" DESIGNATED EMS PANEL CLEARANCE
M2 Crwowd Street
(PAINT RED).
4A
STRIPE FLOOR FOR DESIGNATED ADA EGRESS PATH
(PAINT YELLOW).
`0
5
PROVIDE AND INSTALL A TEN GALLON WATER HEATER
N
t a .5603
(OR LARGER IF REQUIRED BY CODE) ABOVE THE MOP
2
fax 508.584.2914
SINK.
e-mail = bkacbkaarchs.com
a
3 5/8" METAL STUD WITH 1/2" MINIMUM GYPSUM BOARD
'
(BOTH SIDES). REFER TO NOTED WALL SECTION. REFER
=
TO ROOM FINISH SCHEDULE FOR GYPSUM BOARD
i
HEIGHT AT ANY PARTICULAR WALL.
a
-2
METAL LINER PANELS TO UNDERSIDE OF ROOF DECK.
(BY PRE-ENGINEERED BUILDING MANUFACTURER).
to
8❑
NOT USED.
o
A
g❑
NOT USED(a
+C
10
CONCRETE SLAB WITH 6X6XW1.4 WELDED WIRE MESH
a
OVER POLYETHYLENE VAPOR BARRIER (MIN. 10 MM
THICK) OVER CRUSHED STONE BASE, TYPICAL.
PROVIDE CONTROL JOINTS AS SHOWN ON S03.
11
METAL BUILDING FRAME. REFER TO NOTED WALL
!o
SECTION FOR ADDITIONAL INFORMATION.
12
1/2" GYPSUM BOARD (TO 10'4" A.F.F.) OVER METAL LINER
is
PANELS AND INSULATION WITH VAPOR BARRIER.
1
13
HARDIE-BOARD (LAP BOARD) SIDING AS SCHEDULED
I
a
N
14
SLOPE CONCRETE 1/8" PER FOOT AWAY FROM BUILDING.
15
- F
BROOM FINISH CONCRETE SIDEWALK, TYPICAL.
°
16
STOREFRONT SYSTEM. REFER TO NOTED WALL
N
°
�o
SECTION FOR ADDITIONAL INFORMATION. CONTINUE
GYPSUM BOARD ABOVE STOREFRONT TO DECK.
17
LINE OF SOFFIT OR CANOPY ABOVE.
o
1g
A.D.A. COMPLIANT ACCESSIBLE RAMP WITH YELLOW
i3
PAINTED SIDES TO ACCESSIBLE PARKING STALLS.
�r
1s
MC CUE CART AND BUMPER GUARDS. TOP INSTALLED @
I_
3'-5" A.F.F. ORDER TRIM KIT FOR THIS PROTOTYPE.
I
2p
WALL HYDRANT. REFER TO PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
21
REFRIGERATION BY DOLLAR GENERAL.
N
22
ROUND PIPE STEEL COLUMN WITH RECESSED BASE
°
I
PLATE. PAINT SW7005 PURE WHITE. WRAP COLUMN WITH
TIGHT LOOP CARPET (BLACK) FROM BASE TO 48" A.F.F.
o
23
POWER POLE. COORDINATE FINAL LOCATION WITH
�T
CONSULTANT
ELECTRICAL DRAWINGS AND FINAL DOLLAR GENERAL
L
FIXTURE PLAN (F01).
o
IU
24
CONTROL JOINTS ARE TO BE PLACED ALONG COLUMN
LINES AND MID POINT BEWTEEN COLUMN LINES.
COORDINATE WITH STRUCTURAL DRAWINGS.
to
25
FLOOR AREA AT BASE OF COLUMNS, WITHIN THE CONST
JOINTS, TO BE PAINTED BLACK MAGIC TINT.
a
26
ENDCAP COOLER/FREEZER TO BE HARDWIRED
Z
THROUGH WHITE SO CORD WITH DUPLEX AT END. GC TO
LEAVE BOTTOM HANGING AT 80" A.F.F. (SEE
ELECTRICAL). CORD ANCHORED TO PURLINS ABOVE.
COORDINATE LOCATION WITH FINAL DOLLAR GENERAL
65AL
FIXTURE PLAN.
KIOSK COOLER TO BE HARDWIRED THROUGH WHITE SO
m
CORD WITH QUAD AT END. GC TO LEAVE BOTTOM
HANGING AT 48" A.F.F. (SEE ELECTRICAL). CORD
o
ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION
2
'
WITH FINAL DOLLAR GENERAL FIXTURE PLAN.
27
MC CUE RAILING IN FRONT OF ELECTRICAL PANELS. 8'-0"E
00
LONG WITH TOP TWO RAILINGS AND NO MIDDLE POST.
; o
N
2s
CART AREA. REFER TO 5 & 6/A06.
o
D-
_o
-
O _
ALUMINUM CAP -
PAINT TO MATCHw
O
WALL
iy
'- _� 4
Ui
WOOD NAILER ASj
REQUIRED
E
i°
-
z
Q
METAL TRACK
'y
Q
c
a
r
o
.�3
s`
3
Yom,
m
CD
I
1/2" MIN GYPSUM
BOARD (BOTH SIDES)
ON 3 5/8" 20 GA.
CORROSIVE- y
RESISTIVE MTL
STUDS @ 16" O.C. to
U
L
e0
I�
i�
iv
SEALANT BOTH
Scale:
NOTED
Date:
5MA6
Drawn By:
Checked Sy:
Job Number:
216011
SIDES I� Drawing:
METAL TRACK
FINISH FLOOR Ais%j T
0n 0TITIr1Al r1C'Cl/'+t-' o onr n vn�r,n R
WE I
SCALE: V=1'—O"
0
H
PAINT TO MATCH ADJ SIDING TYP. FASCIA COLUMN ENCLOSURE
PROPOSED SIDE ELEVATION (PARKING LOT)
SCALE: 1/8"4-0"
CLAPBOARD
Mil I IV
PILASTERIIIIIIIIIIIIEAN
X4 X3 X13 a A\—
INSUALTED
X3 X3 X4 X3 X3 X16 X3 X16 X3
FIXED WINDOW WITH GLAZINGFROSTED SPANDREL HARDIE-BOARD HARDIE-TRIM
STOREFRONT INSET MUTTON BARS INTERIOR GLAZING AS SCHEDULED CLAPBOARD
' EXPOSED TYP. HIGH SIDE
K-2 PROPOSED FRONT ELEVATION RT. 28
SCALE: 1/8"44";
-ASPHALT SHINGLED
RIDGE
d
d
C"
PROPOSED SIDE ELEVATION
SCALE: 1/8" -l' -O"
Dollar General Yarmouth,
Comer of Main St Rt 28 & Berry Rd
i
MA Conceptual Elevations
IrCIVICIVI I I I UUO VVIIVUUVV rt%IVCL
PAINT TO MATCH ADJ SIDING TYP.
EXTERIOR FIMS" SCHEDULE
TAG
MATERIAL/ MFG.
COLOR/ NO.
NOTES
X1
HARDIEE-PLANK LAP
SIDING
COLOR: LIGHT MIST
PRE -FINISHED; 6"
EXPOSURE
X2
HARDIEE -SHINGLE
SIDING
COLOR: LIGHT MIST
PRE -FINISHED 6"
EXPOSURE
X3
a
HARDIEE-TRIM
BOARDS
COLOR: ARCTIC WHITE
PRE -FINISHED
X4
HARDIEE-TRIM
BOARDS
COLOR: LIGHT MIST
PRE -FINISHED
X5
METAL COPING
COLOR: TO MATCH X3
COPING BY GC
PRE -FINISHED
OX6
METAL DOOR &
FRAME
PAINT: TO MATCH X1
PAINT: DOOR & FRAME
X7
"K" SERIES GUTTER
& DOWNSPOUT
COLOR: TO MATCH X3
PRE -FINISHED
XS
FIBERGLASS ASPHALT
ARCHITECTUAL SHINGLE
PEWTER GRAY
GAF TIMBERLINE 30 YEAR
ARCH SHINGLE O.A.E.
X9
SIGNAGE BY OTHERS
COLOR: TBD
UNDER SEPARATE PERMIT
10
GOOSENECK LIGHTING
BLACK
NONE
STANDARD METAL GUTTER
& DOWNSPOUT
TO MATCH X3
BY PEMB
12
ENTRY DOOR/
STOREFRONT
COLONIAL WHITE
PRE-FINSHED
13
GLAZING AS SCHEDULED
CLEAR
NONE
14
STANDING SEAM ROOFING
GALVALUME
BY PEMB
15
ALUM FASCIA
TO MATCH X3
BY PEMB
76
SPANDREL GLAZING AS
SCHEDULED
LIGHT GREY
NONE
SCALE: 1/8"4-0"
SCALE: NOTED I OF
I
LIS C OTT IrE')EVELOPM 2, June 2016 DRAWN BY: DSG
PROJECT NO: 216077
HIGH MANSARD
GABLE
GABLE OVERFRAMING SIGN
BAND ARCH SHINGLES.
X6
HARDIE-BOARD CLAPBOARD
X3
X7 0
r
X3 C-4
N
00
r
X3
LOWER MANSARD
GABLE
—DECORATIVE
COLUMN ENCLOSURE
—12" FRAMED PILASTER
TYP U.N.O.
BILA Architects, Inc.
- Architecture + Interiors
j r - 142 Crescent Street Brockton, MA 02302
t 508.583.5603 f. 508.584.2914
GRADING & DRAINAGE NOTES J
WOODED
1. THE ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE DATUM REFERENCE ON THE EXISTING CONDITIONS PLAN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND ELEVATION
BENCHMARKS THROUGHOUT CONSTRUCTION.
\� 1'8.24 i`9.08 19.7 150
3. EXTERIOR ELEVATIONS ALONG EACH BUILDING SIDE MAY VARY IN ORDER TO ACHIEVE GRADE IN CERTAIN AREAS. CONTRACTOR
SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE PROPOSED BUILDING.
4. NEW SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE. OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5.0% UNLESS AN I I
ADA COMPLIANT RAMP IS PROVIDED. RAMPS SHALL NOT EXCEED AN 8.0% RUNNING SLOPE AND SHALL NOT EXCEED A 6"
RISE UNLESS A HANDRAIL IS PROVIDED. FURTHERMORE, ACCESSIBLE PARKING SPACES AND PROXIMATE ACCESS AISLES(PRIVATE 40' WIDE)
SHALL BE SLOPED AT A MAXIMUM OF 2.0% IN ALL DIRECTIONS. SHOULD ANY DISCREPANCIES WITH THESE REQUIREMENTS f -I'
ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT AN ACCEPTABLE I 178 18.04 38.57
SOLUTION CAN BE DETERMINED. I V I I
�\ 6.11 lJ l L 1 16.50 � 16.79 \ � l �
5. CONTRACTOR SHALL NOTIFY ENGINEER IF THE ILLUSTRATED GRADES CANNOT BE ACHIEVED WITHIN ACCESSIBLE AREAS, EOP 1
1 K x 1 \ q2 17.47
INCLUDING PARKING SPACES, ROUTES AND RAMPS. UP 7/52/4 EOP / -- GW /
®l.p.ICA p
i
6. UNLESS OTHERWISE SPECIFIED THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING - 9l N8427'13"W T -I I / (SET)- -�� 162.62 18.29 a
-- - - - �� 1 .54 1'8.61 18.87 3`9.16 .65 \
UNDERGROUND UTILITIES) TO THE OWNER AT THE END OF THE CONSTRUCTION. - 8" PIP�E� - -s✓� I- J
\ \ __ � _ 14
1,3 OAk - \ , 2" OA ✓
7. PROPOSED BOTTOM OF CURB ELEVATIONS ALONG EXISTING STREETS ARE BASED ON EXISTING CONDITIONS INFORMATION AND ce \ \ - \ FES -1 I
R=1398 � 9' WIDE � - - - � � \ I WOODED 10' WIDE PROPO,b�D INFILTRATION BASIN l 0 0
SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL MATCH EXISTING EDGE OF PAVEMENT GRADE. j \ 1=13.00 I\ I
1.=11.30 (A) EMERGENCY' '�7� _� �� I OREBAY W/ ,FOREBAY (4:1 TURF SIDE / \ LIMIT OF WORK LINE I
1.=11'39 (B) `� SPILLWAY - �� \ ' '�� I " SPILLWAY / SLOPES & SAND BED),,\ * .. 1
8. EXISTING DRAINAGE AND UTILITY RIM ELEVATIONS LOCATED WITHIN THE LIMIT OF WORK TO REMAIN SHALL BE ADJUSTED BY ��. /, �,. ,-�- - 16- I -�� I A.P. MAP 31 LC
THE CONTRACTOR TO MATCH NEW FINISHED GRADE. 7 W/ RIPRAP - - - - - - - - - - - - - - - -
,- = - -----= 1s=-�- - - - \ 14 BERRY
(8) \ '\ `To. \11 0
/'67-� ---t7� 15_35----_• .29 1 1 - 9.52 N
2" CPE / / , �� \---18�3L7-=--------------------- 8-6�---- _.0
k \ ---�- ___----------- T------- -� - -I N/F
9. ALL FLAT WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO MUNICIPAL/STATE STANDARDS. 1 : \ \ N\ I \�,� /, /� __tr__ -------------------------- _ -_-�, -------------_-------------__-_-- `\\ 1
. / \ \ ` ; _ \ / / '/ ,/ , - \ \ - - - - ► _ _ \ APPROXIMATE 100 -YEAR STORMI ELEVATION (EL-, s.zst> - - - - • \. \ 1\ \ NINETY NINE REMAY
-- ------ <------ -1.6-- ----------------------------------- -I ��
r--r-r- E---------- `. 1 \ BK. 14585 PG
10. EXISTING TREES OUTSIDE OF THE LIMIT OF WORK SHALL BE PROTECTED DURING CONSTRUCTION. 1 �� ,/ ,/ T� / ,� - \
/ \ \ / ti / / I / iO ., �i. �.14�__ � � ^.�.��, •r-----\------ --.�:r---x•15--77-.7.-��---�.a.�n--•T•-!�..,?
V
v R -
t
/
I
11. ALL DIST
URGED AREAS OUTSIDE THE LIMIT OF WORK SHALL B \
E RESTORED IN KIND. Q
5.5
x
\ 1
/
.1
/
1
P
I
n \ / 1
IT OF
/ \ I
LIMIT WORK SHALL I �•:::
12. NEW CATCH BASINS SHALL INCLUDE ELIMINATOR HOODS AS SPECIFIED IN THE DETAILS. / x \ \ , / , �, \ ::. :; '� ', /
1 BE PROPERTY LINE \ \ , • 11/� X2.12 Y4.49� j . ..::• 1' •: :1 1.' •39..FJd, �, _4 „9 „ / l 1,76
\ B/T. CONC. /-/ t Q / 6 •;1. ` .. s% ---- '' , / / I
/ DUMPSTER ♦ /10 1 4: �'.:..:';.`;. . i.�',! . .:.: `' ---- -- ----- / / v
13. NEW DRAINAGE PIPE SHALL BE DUAL WALL CORRUGATED HDPE (ADS N-12 OR APPROVED EQUAL), UNLESS OTHERWISE l PARKING LOT x PAD / i ♦ i� I__--_____�____><___ •, �;�..::...::::..::<.,.". < ______--_ I 00 99 RESTAURI
SPECIFIED. _
I / 3:1 GRADED SLOPE SEE \ ♦ �\ •�'% / --�----1-_ - '� �'1 ~✓6�' „��ti'`- ��-a-= ----------------- /, I
„ ' / ( / ♦ / �\ � -' 7 C / i-� "�`r_- i I
14. ROOF DRAIN LEADERS SHALL BE 6 HDPE PIPE UNLESS OTHERWISE SPECIFIED, IF APPLICABLE. I I SLOPE STABILIZATION DETAIL x-1 / ♦ ` "` ' / 1` '� '1 - -�--------------- I------___ I /
) II \ ;♦ �/ �: \ 12 HDPE 12 HDPE / / '`\ I ` --''�� ---
--------- - ------ I /
,--, �.------ ----
15. ROOF DRAIN LEADERS SHALL BE INSTALLED WITH A MINIMUM COVER OF 2 AND SHALL MAINTAIN POSITIVE PITCH TOWARDS / I CB -3 \ \ ; \� �` \ S=.004'/' / /i S=.004'/' , / \1 -
/ R=16.1 \ �� / `\ 7 i ,x• 37 LF ,1727 `\I 18.70 -i----' �9.2o fs2o .'' ------------ --- 3a.>c� X8.8 x l
THEIR RESPECTIVE CONNECTION POINTS, IF APPLICABLE. I CB 1=13.30 (OUT) \ ; / \ 38 LF 1 / 1 ___- ,a N - `. 19.7o I
R 16.52 ----- - 1''' ' ` ` `
I.=13.82 ;0%/ / / / --- ��� C20.8 �`� C21.3 \\ ` \
16. THE AREAS BELOW THE INFILTRATION BASIN SHALL BE LEFT UNCOMPACTED. I / I
\ cis.lo \ / `� DMH -2
I \ I C16.25tM.E 16.47T � � i� \ /
17. ELEVATION OF LANDSCAPED AREAS ARE GIVEN AT PLANTED/SOD GRADE. - -sl- R=17.50 / , \
6.2 x . T \ 11
\\ liosrc12'Cp \ o / _13.15(CB3) / ; C19.4 / r
18. CONTRACTOR IS SPECIFICALLY CAUTIONED TO ACHIEVE FINISHED GRADE ELEVATIONS ABOVE THE SEPTI T
C SYSTEM, AND SHALL /177 1.
<<, 7o I-13.15(DMH1) sB.sS , I o
NOTIFY ENGINEER IMMEDIATELY OF ANY FIELD CHANGES. - i - -- ; --�- -Y- \ ° X9'2 1 ; ; f,9.12 ; x LIMIT OF WORK SHALL
1=13.15 .(OUT) / ♦ C20.2 I C20.9 .. C21.0 20.08
i E PROPERTY LINE
I RAISE EXISTING CATCH �� ♦ ° / I 1
BASIN FRAME & GRATE T �, ♦ �° p
MEET PROPOSED GRADE 12 HDPE
_ \ � 1 5=.026'/' � � -j / C18.15 ,/ � /
ABBREVIATIONS
REV
DATE
COMMENT
1
GENERAL
REVISED PER SITE PLAN
o
LCc
ASSESSOR'S PARCEL
A.P.
07/05/16
REVISED PER CLIENT
z
BOTTOM OF CURB
BC
07/12/16
REVISED PER BOH
BITUMINOUS CONCRETE CURB
BCC
07/18/16
REVISED PER NGRID
BITUMINOUS CONCRETE
BIT. CONIC
10/04/16
REVISED PER BOH
BOTTOM OF WALL
BW
7
CATCH BASIN
CB
9
CHAIN LINK FENCE
C.L.F.
DRAINAGE CLEANOUT
DCO
CONCRETE SURFACE
CONIC
LEGEND
DRILL HOLE FOUND
DH (F)
DRAIN MANHOLE
DMH
EXISTING
PROPOSED
DESCRIPTION
DOUBLE WALL FIBER GLASS
DWFG
DASHED WHITE LINE
DWL
®tee®
PROPERTY LINE
DOUBLE YELLOW CENTERLINE
DYCL
EDGE OF PAVEMENT
EOP
O
+,O)
DRAIN MANHOLE
EXTRUDED CONCRETE CURB
ECC
ELECTRIC HANDHOLE
EHH
(O
CATCH BASIN
FINISHED FLOOR ELEVATION
FF=
FRONT YARD
FY
D
DRAIN PIPE
VERTICAL GRANITE CURB
GC
GAS METER
GM
__-2o-
--20--
INDEX CONTOUR
HIGH DENSITY
HDPE
POLYETHYLENE PIPE
1s -'
----19----
MINOR CONTOUR
INVERT ELEVATION
1=
LINEAL FEET
LF
20.00tc
TOP/BOTTOM CURB
LANDSCAPED AREA
LA
j
19.50bc
c 1s:oo
ELEVATION
MONOLITHIC CONCRETE CURB
MCC
MATCH EXISTING
ME
x19.50
SPOT ELEVATION
INVERT NOT AVAILABLE
N/A
I�
NOW OR FORMERLY
N/F
®
ACCESSIBLE PAVEMENT
ON CENTER
OC
MARKINGS
RIM ELEVATION
R=
'-
RAMP UPSLOPE DIRECTION
ROOF DRAIN
RD
REMOVE
REM
>
LIGHT
REAR YARD
RY
SEWER FORCE MAIN
SFM
UTILITY POLE
SOLID WHITE EDGE LINE
SWEL
SOLID WHITE LINE
SWL
a>
ae
CONCRETE SIDEWALK/PAD
SIDE YARD
SY
TOP OF CURB
TC
TOP OF WALL
TW
/.p.
IRON PIPE/IRON PIN
UTILITY POLE
UP
VITRIFIED CLAY
VC
rP-1 ®
TEST PIT LOCATION
WATER GATE
WG
WATER SHUT-OFF
WSO
A.P. MAP 31 LOT 62.1.2 <<Bcc \ t7 2 51 LF.4B ; / --z1-- I 1
o ° . I 1
459 ROUTE 28 ----t/_i 1�.82r 12" HDP� c21.0
- - -1 3`6152 ' 12 / / ? 8.42 j 38.72 �Q. t�3 ° Y960 C21.0 1'9.11 \ 1`9.0 j i f9. x 20.19
N/F \ -<<_ \ I , S=.048 /''' ,
/ / I
THALASSA REALTY LLC � I 28 LF / � +
BK. 27046 PC. 145 8" PEAR i \ 17.24 C17.25 % a' ° ` C21.1 1 1 1
JI 1 \ WOODED
\ �/ i C18.9 / C19. I v °. v LADING 1. ,j l o
D _
1. qq I 1 \ /
�, p ' �/ / c1s.45 ; , " Czo.s goo DS -1-/'
S-
DMH -1 I 17 3 f �' CB -2
81PEAf, R=17.60 ly7.1 7""= , =18.95 1 x. v I+, 1 /
1'8.07 ,9.11 3'8.70 /9.02 ° b . EGRESS 1`9.26 1`9.509. ; .84'0.6;/
/ 1= 5.95 OUT 1 / 1• DOOR i 1 I ti
- . \ 1=14.50 (OUT) I j o a
PROVIDE SMOOTH
TRANSITION T I cn / / j N / TPLd
�Tl EXISTING PAVEMENT 1 \ �'e: o °° DS -2-/'
S-2
10" PEARI \ � n I x I � / I � \ / / 1------1 v _Aj
18. B / 1`B 15 2' WIDE 20 C19.4 N 41 II 1.9. 33 1'9.29 PROPOS D 19.8 (I / 20.52 / I cv l 21.89
1 o I 18.6 CUR T 2 I 1. it T-1 ®�I 1 /NEI l
~ C19.7 1 °. I tv HESS
BREAK / '� (� ® 1 °j / CONVEN/ENT STORE
o) c� 1 ;/ I II ( I I i 1 A.P. MAP 31 FFE=23.25
X110 PINE N 1 ' C19.80 ♦ °
z ) ° ..I \
STORE N 1 LOT 63
" -I 019.5 i o I . I 20" E I 441 ROUTE 28
Q., 1/ I : P?1 LIMITS OF PROPOSED I \ �o DS- i, I I I
\ 6 1 II" I' % ( SEPTIC FIELD i \ 9,100 S.F. jl t
MIKE'S ROAST o 10" PEAR !� lb. 0 N. 44 3`9.54 ,!� 1.9.44 1`9.42 8 6 3`x.85 \ 0.11 \ 1•s. 0.77 I x NTRACTOR TO MAINTAIN
BEEF i ''9s..z r ; I ° I °° S-8 \ �0 X 13Ci \ I I I 1 SITIVE PITCH AWAY
1936 1 ; ' poi i i \IF -21.50 \\ it I I F OM BUILDING
of N I
CB -1
R=19.5 019.5 i v, 30 \SPACES 7 \ I I Fx-x
1 116.50 (OUT) i ct9a ' I� ' I ° DS- i\ I I 1 x DUMPSTER
8
PEAR -- I .'� 1 T_Y _ 3 j \ / I 20" . jAr I I
PAD
\ I 1T 802BL 39.33 - .29 19.49 i9. C20 9 "A 1,0 19.84 \ \20.03 / / / 39. 1 \ 20.34 I 43
19.80 I SO. OTC
6" PINE \ 1 \ I 1
" .Oz' \ ®1� C20.2
12" PINE 20.27 1 %,\ .�'� C20.7PMT-4Q ; \
1 �' E3c20.9t) DS-
/ I I B/ T CONC.
2 90±mC20. I v I, v / I 0.05 �I �? PARKING LOT
n 20.52 C20.65tM.E 6 c C20.10 J 1 1`9.32 1`9.37 a �-►; ° . I�.61 ,. STP 79.67 19.62 i`9. / n
n / 1
9P6czo.7SAWCUT LINE . v v ° DS -7 DS Bcc c208 W
I 12"
®`\N
IMIT OF WORKst c20.5
1.4 o n ' ..-------- I ! Yar ncuth Health L'epn- rtnle� I
C21.00tM.E 45� \ --- HOZ- - - - C21.0 1.4 .21 2�\ / f l A.L.
_BCC I 21.36 .70 C ��\2\ i \ i-------195T�22------ �2a07---------.� 20.08- i X9.8 39.65 �39.72 19.71 --0431
21.55 \ \-�� I \-- / I °v / I I harzc Date
81.59 -----------------------------------
\ / ISED BERM I v i \1 / 12" PEAR
LIMIT OF I l I / R.=20.59
1 \� - ! 1. I 1
slcn 21.86 WORK LINE �� \ i +� --- oz-----_-__ --- ----oz , 1 / ❑
POINT OF SURVEY SPIKE / / 10'" MAPLE \_ _ _ / b / C
BEGINNING (SET) Z 1 0�G
SIGN - - 20.54 / 69 - -�- _"" `j. � -_ -21- - - � t � �- - � --x1.342 �S rI lZ--
3Q18' ` 259.85' x _ tM. X t S842 7'l 3 "F .[� - - -
129.84' - - - ��9,Q.�f
-ZZ- - - - - - BIL CONC. WALK CONC. WALK
BIT CONC WALK - _ Bl T CONC. WALK _ _ �-- --
90.58
GC
GC 21.27rC
GC 22:04rC 2Z 2 56 TC 62rC G - - _ c MAINTAIN MAXIMUM CROSS SLOPE71 OF ?l1T
LIMIT OF WORK SHALL
BE PROPERTY LINE 2% PRIOR TO TRANSITIONING INTO
92+89.04 92+00 EXISTING SIDEWALK AND PAVEMENT I 90+00
1.96 -m 1934 BASELINE -LAYOUT N0. 3111 91+00 _�_�- --� -
---- USYL
DS YL DSK_ ------
( PUBLIC - VARIABLE WIDTH)
111 A I N S T R E E ,T---"-- ��-lz--r (1� ®tIT��' 28
Gc Gc GC ` GC
w
cl
UP 137/84
"DUNKIN DONUTS" - - A.P. MAP 31 LOT 74
464 ROUTE 28
N/F
S&C REAL TY INVESTMENT CO. l
"CAPE TOWN MOTEL "
A.P. MAP 31 L 0 T 73
452 ROU TE 28
N/F CAPE TOWN &
COUNTRY MOTOR LODGE .LLC
BIT CONC. DRI VEWA Y
"7 ELEVEN"
A.P. MAP 31 LOT 72
444 ROUTE 28
N/F SAMUELS REALTY CO.
CONSTR UC'TT®NPLANS
REVISIONS:
REV
DATE
COMMENT
1
06/24/16
REVISED PER SITE PLAN
o
LCc
REVIEW COMMENTS
2
07/05/16
REVISED PER CLIENT
z
COMMENTS
3
07/12/16
REVISED PER BOH
COMMENTS
4
07/18/16
REVISED PER NGRID
COMMENTS
5
10/04/16
REVISED PER BOH
COMMENTS
6
7
8
9
SCALE:
20 0 10 20 40
GRAPHIC SCALE IN FEET
DESIGNED BY: JDW
CHECK BY: PRH
SEAL:
PHILIP R.
HENRY
CIVIL
Jo. 48547
PREPARED FOR:
LISCI.0TT1 dEVELCPM ENT
83 ORCHARD HILL PARD DRIVE
LEOMINSTER, NIA 01453
PROJECT:
PREPARED BY:
f -,*l rl
URO
21 HIGH STREET, SUITE 207
NORTH ANDOVER, MA 01845
www.cdgengineering.com
p: 978-794-5400 £ 978-965-3971
W
� = CDG PROJECT #: 16020
1
DATE: 06/09/2016
Q
co
t.Ll
o
LCc
-
z
PREPARED FOR:
LISCI.0TT1 dEVELCPM ENT
83 ORCHARD HILL PARD DRIVE
LEOMINSTER, NIA 01453
PROJECT:
PREPARED BY:
f -,*l rl
URO
21 HIGH STREET, SUITE 207
NORTH ANDOVER, MA 01845
www.cdgengineering.com
p: 978-794-5400 £ 978-965-3971
W
� = CDG PROJECT #: 16020
1
DATE: 06/09/2016
TEST PITS WERE PERFORMED BY
PLAN VIEW
i
JOHN D. SULLIVAN Ill, P.E., G S E
1
06/24/16
ON OCT. 16, 2014 & WITNESSED
REFUSAL 0 NONE REFUSAL 0 NONE
07/05/16
BY PHIL RENAUD OF THE YARMOUTH BOH
3
PERCOLATION TEST.• PT -1 (TAKEN AT TH-1)
TEST PIT 7H-1
7EST PIT 7H-2
10/04/16
ELEV =19.38'
ELEV =19.33'
G.W. ELEV.= 158" (DAMP SOIL)
G W. ELEV. = NOT ENCOUNTERED
0"-4" HORIZON A SL 10 1R 3/3
0"-4" HORIZON A SL 10 YR 3/3
j 4"-17" HORIZON BW LS 10 YR 6/8
4"-19" HORIZON BW LS 10 ?R 6/8
� ..'.�.
17"-158" Cl LAYER COARSE SAND 2.5 Y 7/8
19"-136" C LAYER COARSE SAND 2.5 Y 7/8
RA TE < 2 MPI
J 158"-164" C2 LAYER FINE SAND 2.5 Y 5/2
6"
6'-2"
MOTTLING ® 131" (MODERATE) (ELEVATION = 8.41)
"
MOTTLING 0 131" (ELEVATION = 8.46)
E.SH.G.W. <= 8.41'
E. S H. G. W. <= 8.46'
REFUSAL 0 NONE
REFUSAL ® NONE
i
TFST PIT TH-3
TEST PIT TH-4
ELEV.=19.55'
ELEV.=19.49'
G. W. ELEV = NOT ENCOUNTERED
G W. ELEV.= NOT ENCOUNTERED
0'!-4" HORIZON A SL 10 YR 3/3
0"-4" HORIZON A SL 10 1R 3/3
4"-17" HORIZON BW LS 10 YR 6/8
4"-18" HORIZON BW LS 10 ?R 6/8
OUTLET
BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS
17"-138" C LAYER COARSE SAND 2.5 Y 7/8
18"-144" C LAYER COARSE SAND 2.5 Y 7/8
MOTTLING ® NONE MOTTLING 0 128' (DISTINCT) (ELEVATION = 8.82)
4"
T (6) 4" DIA OUTLET
s° O.C. (1) 4" INLET V-9" V-7"PLASTIC PIPE SEAL
T 10 _8
1
2"
PLAN VIEW 2112„
6 OUTLET H-20 SECTION VIEW WEIGHT
NOTES: ITEM NO. B-6DBH W/COVER 432
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
NO
2. DESIGN CONFORMS WITH 310 CMR 15.000, DEP
TITLE 5 REGS, FOR DISTRIBUTION BOXES. 1) PROVIDE 6" CRUSHED STONE BASE
2) ALL D -BOX OUTLETS TO BE AT THE SAME ELEVATION
3) D -BOX TO BE WATERTIGHT
D -SOX (6 OUTLET) BY SHEA CONCRETE PRODUCTS
N.T.S.
GENERAL NOTES
1. ELEVATIONS BASED SURVEY REFERENCED DATUM.
2. EXISTING TOPOGRAPHIC INFORMATION FROM FIELD SURVEY.
3. THE CONTRACTOR SHALL TAKE THE NECESSARY
STEPS TO PROTECT EXISTING PROPERTY AND
ADJACENT PROPERTIES.
4. ALL CONSTRUCTION METHODS AND MATERIALS
SHALL CONFORM WITH THE MASSACHUSETTS DEPARTMENT
OF ENVIRONMENTAL PROTECTION STATE ENVIRONMENTAL
CODE TITLE 5 (310 CMR 15.00) AND THE YARMOUTH BOARD
OF HEALTH REQUIREMENTS.
5. THE DESIGN ENGINEER AND THE LOCAL APPROVING
AUTHORITY ARE TO BE NOTIFIED AT LEAST 72 HOURS
PRIOR TO INSPECTIONS REQUIRED BY 310 CMR 15.00.
6. THE CONTRACTOR IS TO VERIFY EXISTING SITE CONDITIONS
AND NOTIFY THE ENGINEER OF ANY DIFFERENCES.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE HORIZONTAL
AND VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
1 8. THE FIRST TWO FEET OF EACH LINE EXITING
I THE DISTRIBUTION BOX SHALL BE LEVEL.
' 9. SEPTIC SYSTEM OWNER SHALL HAVE SEPTIC TANK
INSPECTED & PUMPED OUT IN ACCORDANCE WITH
i 310 CMR 15.351, AND AT LEAST ONCE EVERY TWO YEARS.
10. THIS PLAN HAS BEEN PREPARED FOR THE
CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM. ANY
ALTERATIONS MUST BE APPROVED IN WRITING BY THE
ENGINEER.
11. THERE ARE NO PUBLIC OR PRIVATE WELLS WITHIN 100'
OF THE LEACHING FACILITY.
12. THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A
GARBAGE GRINDER.
13. THE SOIL PLACED AS BACKFILL OVER THE
SYSTEM SHALL BE A MINIMUM OF NINE INCHES,
EXCLUDING TOPSOIL, PLACED IN LIFTS AND
SUFFICIENTLY COMPACTED TO PREVENT
DEPRESSIONS DUE TO SETTLING WHICH MAY
INTERCEPT OR COLLECT SURFACE WATER
RUNOFF ABOVE THE SYSTEM. BACKFILL MUST BE
CLEAN AND FREE OF STONES AND BOULDERS
GREATER THAN SIX INCHES IN SIZE. TAILINGS,
CLAY OR SIMILAR MATERIALS ARE PROHIBITED.
FINISHED GRADEFINAL COVER ABOVE THE SYSTEM SHALL BE
24" MIN. INCLUDING PAVEMENT (27. MINI GRADED TO REDUCE INFILTRATION OF SURFACE
" OF 1 /8" TO 1 /2" J WATER AND MINIMIZE EROSION. FINISH GRADE
36 MAX. INCLUDING PAVEMENT WASHED STONE4" SHALL SURFACE MINIMUM MGE PE OL 0.02
DIREST PER
am 17.15'= = AWAY FROM THE HOUSE & SOIL ABSORPTION SYSTEM.
°4° °a ° BREAKOUT 14• PIPE PENETRATIONS IN FOUNDATION, SEPTIC TANK, AND
I DISTRIBUTION BOX SHALL BE SEALED WITH HYDRAULIC CEMENT.
` O P ° ' Off` ELEV. I 15. THE BUILDING SEWER IS TO HAVE WATERTIGHT JOINTS, TO BE
-.4" SCH. 40 P.V.C. ' o O� so 24 4 O a O 24 LAID ON A COMPACT & FIRM BASE, AND IS TO BE LAID ON
ON CONTINUOUS GRADE IN A STRAIGHT LINE.
16. MAGNETIC MARKING TAPE SHALL BE PLACED AROUND
1-1 /2„ WASHED STONE r- L-1 L-2 ALL SEPTIC COMPONENTS PRIOR TO BACKFILLING.
2' 6' 2' l
10' REMOVE ALL TOPSOIL, SUBSOIL, AND
UNSUITABLE MATERIAL VERTICALLY TO THE
TO PREVENk BREAKOUT: C -LAYER (COARSE SAND)
THE FINISHED SIDE :SLOPES OF THE PROPOSED SOIL ABSORPTION SYSTEM
SHALL NOT ,BE STEEPER THAN 3:1. A MINIMUN 15 FOOT HORIZONTAL SEPARATION
DISTANCE 5`'rk-IALL BE PEOVIDED BETWEEN THE SOIL ABSORPTION AREA AND
THE ADJACENT SIDE SLOPE.
1
SUBSURFACE SOIL ABSORPTION FIELD -CROSS SECTION
(NOT TO SCALE)
i
(FF) EL.=21.50
NOT TO SCALE
• ' PROP, COVER TO GRADE
CI. FRAME/COVER REQUIRED
FINISHED GRADE FIRST 2' TO BE LEVEL
COVER TO GRADE COVER TO GRADE � .
.. °.
L=12,' (TO TANK #�) I
L=� (TO TANK #2) SEPTIC TANK #1 TO D -BOX 24" MIN. INCLUDING PAVEMENT
r� I DISTRIBUTION
4" CAST IRON e : (82') 4" SOLID PVC SCH. 40 TOP STONE 36" MAX. INCLUDING
OUTLET TEE')TO EXTEND BOX H-20 G PAVEMEN
• S= 0. 02' INLET TEE TQ"EXTEND FA MIN. OF LOW LINE 14" BELOW S=0.012' EL. = 1 7.42
(MIN.) A MIN. OF 1Q. BELOW �E q SOLID PVC SCH. 40
EL.= 18.64' TO TANK 1 ` FLow uniE (TYP. of
22) SEPTIC TANK #2 TO D -BOX
° ' ( AFF (120') 4" SOLID PVC SCH. 40 S=VARIEGAS
BAFFLEEL. =18.75' (TO TANK #2) ZABEL FI .. ,.,.....°. S
PROP 1 500 fA I I s- '
4" PVC VENT W/
ACTIVATED CARBON FILTER
2% SLOPE (MIN.)
-2" OF 1/8", TO 1/2"
WASHED STONE
4" SCH. 40 PERF. PIPE
S=0.005
• (SEPTIC TANK # 1) EL. =18.40' A3oo-sxlsvc - 0.010 „ �, „
,� 6 CRUSHED EL. 16.90' 24 OF 1-1/2" EL. =16.63 %
2 COMPARTMENT WASHED STONE
(SEPTIC TANK #2) EL.=18.55' CONCRETE SEPTIC ANK EL. 18.15' SEPTIC TANK #1) STONE BASE 16.93 -
• (WATERTIGHT -COMMERCIAL EK,,J) EL. = 18.30 (SEPTIC TANK #2) NOTE: FLOW EQUALIZERS
1,000 GALLONS OF STORAGE GALLONS OF STORAGE TO BE PROVIDED AT ALL L. =14.63
IN COMPARTMENT #1 N COMPARTMENT #2 OUTLETS FROM D -BOX 5.81
10 MIN.
• EST. MOTTLING
5 MIN
••• •• <' .• '-' • ..:..•• °• • '_•. • .• - .... -:.. . L.- 8.82'
ELEV. = 8.82'
2 LEACHING TRENCHES, 2' W, 2' DEEP, 54' LONG
SEE GRADING PLAN FOR DETAILED FIELD DIMENSIONS
36"
TOP STONE
EL. =17.15'
INTERCONNECT
ENDS
DESIGN ANALYSIS:
1
ESTIMATED ,DAILY FLOW:
RETAIL STORE (9,100 S.F.)
9,100 S.F./1,000 S.F X 50 GALLONS = 455 GPD
TOTAL DAILY FLOW 455 GPD
TANK VOLUME:
DESIGN FLOW 455 GPD
455 GPD X 200% = 910 GPD (MIN. FOR 1ST COMPARTMENT)
455 GPD (MIN. FOR SECOND COMPARTMENT)
LEACHING AREA REQUIRED:
PERCOLATION RATE = 2 M.P.I. (CLASS I SOIL)
L.T.A.R. = 0.74 GPD/SF
LEACHING AREA REQUIRED:
455 GPD / 0.74 GPD/SF = 614.86 SF
MIN. DESIGN FLOW REQUIRED: 455 GPD
LEACHING AREA PROVIDED:
2 TRENCHES- 54' LONG X 2' WIDE X 2' DEEP= 648 S.F.
648 SF > 614.86 SF REQUIRED
SIDEWALL= 2 TR X 2 SIDES (541 X 2'D)=432 S.F.
BOTTOM= 2 TR X (54-L X 2'W)=216 S.F.
DESIGN FLOW PROVIDED: 479 GPD
C®NSTK tICTION.PLAlITS
REVISIONS:
PLAN VIEW
i
E.SH.G.W. <= 8.46' (PER 7H-1) E.SH.G.W. <= 8.82'
1
06/24/16
REVISED PER SITE PLAN
REVIEW COMMENTS
REFUSAL 0 NONE REFUSAL 0 NONE
07/05/16
REVISED PER CLIENT
COMMENTS
3
PERCOLATION TEST.• PT -1 (TAKEN AT TH-1)
REVISED PER BOH
COMMENTS
4
10/04/16
•: ••'•
• •'�= e• : '•• p.:;•:
I
SHELF . 40'-58"
•: •, ; . • . .� ' .... � •p .., . e • - ••.•.
7
8
� ..'.�.
9
RA TE < 2 MPI
6"
DIA
"
INLET
O
6" DIA
I CERTIFY THAT IN OCTOBER 1995 1 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED
EF
OUTLET
BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS
f
•
=Tr(TYP
�OF 2)
PERFORMED BY ME CONSI TENT WITH .THE QUIRED TRAINING, EXPERTISE, AND EXPERIENCE
•
LIQUID LEVEL.-/ BAFFLE
d-
•
WALL
DESCRIBED IN 310 CMR 1 017.
/
'
)
DATE:
6'-1"
• :
JOHN D. S 1VA 111 LIC # 2378)
4'4"
s
SEE NOTE 5
.
.
4'-6'
1,000 GALL ONS
je
500 GALLON
- ' :
6°
H. A
FLOOR BOX FRAME AND LID
•
• .S
•� •; ,
12 SLOTTED ADS NEENAH R-7506 OR EQUAL
6
�. •• .. •. . •
i : ,` .,
PIPE RISER W/ S.S. CAP SCREW LID
24" SQUARE
CLOSURE
SECTION VIEW
I WEIGHTCLASS
"C" CONCRETE
16"
ITEM
NO. TK-150OC2C
24,783
21 FINISHED GRADE
2i3db'1„�
1�
ASPHALT
NOTES:
* H-20 RATED TANK
1.
CONCRETE: 5,000 PSI AFTER 28 DAYS.
• "
.MINIMUM
2.
DESIGN CONFORMS WITH 310 CMR 15.00, DEP
COMMERCIAL LINE - CONCRETE
TITLE 5 REGS, FOR SEPTIC TANKS.
SEPTIC TANK
4" SCH. 40 PVC
3.
ALL REINFORCEMENT PER ASTM C1227-93.
I,
PERFORATED PIPE
4.
-
DESIGNED FOR H-20 LOADING.
1,500 GALLON,,
2CRUSHED2"
5.
TONGUE & GROOVE JOINT SEALED WITH BUTYLE RESIN.
A l `�
2 COMPARTMENT
STONED
6.
TEES AND BAFFLES SOLD SEPARATELY. ( 1,000
GALLION/500 GALLON)
I
12" ADS SLOTTED PIPE
BOTTOM OF OBSERVATION
PORT ELEV =14.63'
TYPICAL H2O OBSERVATION PORT DETAIL
I }
i f
N.T.S.
SYSTEM PROFILE
4"
T (6) 4" DIA OUTLET
s° O.C. (1) 4" INLET V-9" V-7"PLASTIC PIPE SEAL
T 10 _8
1
2"
PLAN VIEW 2112„
6 OUTLET H-20 SECTION VIEW WEIGHT
NOTES: ITEM NO. B-6DBH W/COVER 432
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
NO
2. DESIGN CONFORMS WITH 310 CMR 15.000, DEP
TITLE 5 REGS, FOR DISTRIBUTION BOXES. 1) PROVIDE 6" CRUSHED STONE BASE
2) ALL D -BOX OUTLETS TO BE AT THE SAME ELEVATION
3) D -BOX TO BE WATERTIGHT
D -SOX (6 OUTLET) BY SHEA CONCRETE PRODUCTS
N.T.S.
GENERAL NOTES
1. ELEVATIONS BASED SURVEY REFERENCED DATUM.
2. EXISTING TOPOGRAPHIC INFORMATION FROM FIELD SURVEY.
3. THE CONTRACTOR SHALL TAKE THE NECESSARY
STEPS TO PROTECT EXISTING PROPERTY AND
ADJACENT PROPERTIES.
4. ALL CONSTRUCTION METHODS AND MATERIALS
SHALL CONFORM WITH THE MASSACHUSETTS DEPARTMENT
OF ENVIRONMENTAL PROTECTION STATE ENVIRONMENTAL
CODE TITLE 5 (310 CMR 15.00) AND THE YARMOUTH BOARD
OF HEALTH REQUIREMENTS.
5. THE DESIGN ENGINEER AND THE LOCAL APPROVING
AUTHORITY ARE TO BE NOTIFIED AT LEAST 72 HOURS
PRIOR TO INSPECTIONS REQUIRED BY 310 CMR 15.00.
6. THE CONTRACTOR IS TO VERIFY EXISTING SITE CONDITIONS
AND NOTIFY THE ENGINEER OF ANY DIFFERENCES.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE HORIZONTAL
AND VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
1 8. THE FIRST TWO FEET OF EACH LINE EXITING
I THE DISTRIBUTION BOX SHALL BE LEVEL.
' 9. SEPTIC SYSTEM OWNER SHALL HAVE SEPTIC TANK
INSPECTED & PUMPED OUT IN ACCORDANCE WITH
i 310 CMR 15.351, AND AT LEAST ONCE EVERY TWO YEARS.
10. THIS PLAN HAS BEEN PREPARED FOR THE
CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM. ANY
ALTERATIONS MUST BE APPROVED IN WRITING BY THE
ENGINEER.
11. THERE ARE NO PUBLIC OR PRIVATE WELLS WITHIN 100'
OF THE LEACHING FACILITY.
12. THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A
GARBAGE GRINDER.
13. THE SOIL PLACED AS BACKFILL OVER THE
SYSTEM SHALL BE A MINIMUM OF NINE INCHES,
EXCLUDING TOPSOIL, PLACED IN LIFTS AND
SUFFICIENTLY COMPACTED TO PREVENT
DEPRESSIONS DUE TO SETTLING WHICH MAY
INTERCEPT OR COLLECT SURFACE WATER
RUNOFF ABOVE THE SYSTEM. BACKFILL MUST BE
CLEAN AND FREE OF STONES AND BOULDERS
GREATER THAN SIX INCHES IN SIZE. TAILINGS,
CLAY OR SIMILAR MATERIALS ARE PROHIBITED.
FINISHED GRADEFINAL COVER ABOVE THE SYSTEM SHALL BE
24" MIN. INCLUDING PAVEMENT (27. MINI GRADED TO REDUCE INFILTRATION OF SURFACE
" OF 1 /8" TO 1 /2" J WATER AND MINIMIZE EROSION. FINISH GRADE
36 MAX. INCLUDING PAVEMENT WASHED STONE4" SHALL SURFACE MINIMUM MGE PE OL 0.02
DIREST PER
am 17.15'= = AWAY FROM THE HOUSE & SOIL ABSORPTION SYSTEM.
°4° °a ° BREAKOUT 14• PIPE PENETRATIONS IN FOUNDATION, SEPTIC TANK, AND
I DISTRIBUTION BOX SHALL BE SEALED WITH HYDRAULIC CEMENT.
` O P ° ' Off` ELEV. I 15. THE BUILDING SEWER IS TO HAVE WATERTIGHT JOINTS, TO BE
-.4" SCH. 40 P.V.C. ' o O� so 24 4 O a O 24 LAID ON A COMPACT & FIRM BASE, AND IS TO BE LAID ON
ON CONTINUOUS GRADE IN A STRAIGHT LINE.
16. MAGNETIC MARKING TAPE SHALL BE PLACED AROUND
1-1 /2„ WASHED STONE r- L-1 L-2 ALL SEPTIC COMPONENTS PRIOR TO BACKFILLING.
2' 6' 2' l
10' REMOVE ALL TOPSOIL, SUBSOIL, AND
UNSUITABLE MATERIAL VERTICALLY TO THE
TO PREVENk BREAKOUT: C -LAYER (COARSE SAND)
THE FINISHED SIDE :SLOPES OF THE PROPOSED SOIL ABSORPTION SYSTEM
SHALL NOT ,BE STEEPER THAN 3:1. A MINIMUN 15 FOOT HORIZONTAL SEPARATION
DISTANCE 5`'rk-IALL BE PEOVIDED BETWEEN THE SOIL ABSORPTION AREA AND
THE ADJACENT SIDE SLOPE.
1
SUBSURFACE SOIL ABSORPTION FIELD -CROSS SECTION
(NOT TO SCALE)
i
(FF) EL.=21.50
NOT TO SCALE
• ' PROP, COVER TO GRADE
CI. FRAME/COVER REQUIRED
FINISHED GRADE FIRST 2' TO BE LEVEL
COVER TO GRADE COVER TO GRADE � .
.. °.
L=12,' (TO TANK #�) I
L=� (TO TANK #2) SEPTIC TANK #1 TO D -BOX 24" MIN. INCLUDING PAVEMENT
r� I DISTRIBUTION
4" CAST IRON e : (82') 4" SOLID PVC SCH. 40 TOP STONE 36" MAX. INCLUDING
OUTLET TEE')TO EXTEND BOX H-20 G PAVEMEN
• S= 0. 02' INLET TEE TQ"EXTEND FA MIN. OF LOW LINE 14" BELOW S=0.012' EL. = 1 7.42
(MIN.) A MIN. OF 1Q. BELOW �E q SOLID PVC SCH. 40
EL.= 18.64' TO TANK 1 ` FLow uniE (TYP. of
22) SEPTIC TANK #2 TO D -BOX
° ' ( AFF (120') 4" SOLID PVC SCH. 40 S=VARIEGAS
BAFFLEEL. =18.75' (TO TANK #2) ZABEL FI .. ,.,.....°. S
PROP 1 500 fA I I s- '
4" PVC VENT W/
ACTIVATED CARBON FILTER
2% SLOPE (MIN.)
-2" OF 1/8", TO 1/2"
WASHED STONE
4" SCH. 40 PERF. PIPE
S=0.005
• (SEPTIC TANK # 1) EL. =18.40' A3oo-sxlsvc - 0.010 „ �, „
,� 6 CRUSHED EL. 16.90' 24 OF 1-1/2" EL. =16.63 %
2 COMPARTMENT WASHED STONE
(SEPTIC TANK #2) EL.=18.55' CONCRETE SEPTIC ANK EL. 18.15' SEPTIC TANK #1) STONE BASE 16.93 -
• (WATERTIGHT -COMMERCIAL EK,,J) EL. = 18.30 (SEPTIC TANK #2) NOTE: FLOW EQUALIZERS
1,000 GALLONS OF STORAGE GALLONS OF STORAGE TO BE PROVIDED AT ALL L. =14.63
IN COMPARTMENT #1 N COMPARTMENT #2 OUTLETS FROM D -BOX 5.81
10 MIN.
• EST. MOTTLING
5 MIN
••• •• <' .• '-' • ..:..•• °• • '_•. • .• - .... -:.. . L.- 8.82'
ELEV. = 8.82'
2 LEACHING TRENCHES, 2' W, 2' DEEP, 54' LONG
SEE GRADING PLAN FOR DETAILED FIELD DIMENSIONS
36"
TOP STONE
EL. =17.15'
INTERCONNECT
ENDS
DESIGN ANALYSIS:
1
ESTIMATED ,DAILY FLOW:
RETAIL STORE (9,100 S.F.)
9,100 S.F./1,000 S.F X 50 GALLONS = 455 GPD
TOTAL DAILY FLOW 455 GPD
TANK VOLUME:
DESIGN FLOW 455 GPD
455 GPD X 200% = 910 GPD (MIN. FOR 1ST COMPARTMENT)
455 GPD (MIN. FOR SECOND COMPARTMENT)
LEACHING AREA REQUIRED:
PERCOLATION RATE = 2 M.P.I. (CLASS I SOIL)
L.T.A.R. = 0.74 GPD/SF
LEACHING AREA REQUIRED:
455 GPD / 0.74 GPD/SF = 614.86 SF
MIN. DESIGN FLOW REQUIRED: 455 GPD
LEACHING AREA PROVIDED:
2 TRENCHES- 54' LONG X 2' WIDE X 2' DEEP= 648 S.F.
648 SF > 614.86 SF REQUIRED
SIDEWALL= 2 TR X 2 SIDES (541 X 2'D)=432 S.F.
BOTTOM= 2 TR X (54-L X 2'W)=216 S.F.
DESIGN FLOW PROVIDED: 479 GPD
C®NSTK tICTION.PLAlITS
REVISIONS:
REV
DATE
COMMENT
1
06/24/16
REVISED PER SITE PLAN
REVIEW COMMENTS
2
07/05/16
REVISED PER CLIENT
COMMENTS
3
07/12/16
REVISED PER BOH
COMMENTS
4
10/04/16
REVISED PER BOH
COMMENTS
5
6
7
8
9
SCALE:
NOT TO SCALE
DESIGNED BY: JDW
CHECK BY: PRH
Sullivan Engineering Group, LLC
22 Mount Vemon Road - Boxford, Massachusetts 01921
(978) 352-7871- Phone - 978 352-7871- Fax
,`: ,
JOHN D. SULLIVAN III, P.E.
PREPARED FOR:
L1,S'Ci(JTTi.DEV ELO PM ENT
83 ORCHARD HILL PARK DRIVE
LEOMINSTER, MA 01453
PROJECT:
. .h
RETAIL STORE
447 MAIN STREET (ROUTE -28)
W. YARMOUTH, MA 02673
PREPARED BY:
r�
S
21 HIGH STREET, SUITE 207
NORTH ANDOVER, MA 01845
www.cdgengineering.com
p: 978-794-5400 £ 978-965-3971
SHEET:
SEPTIC SYSTEM
PROFILE & DETAILS
I
CDG PROJECT #: 16020
DATE: 06/09/2016
UTILITY NOTES
1. ALL WATER SERVICES SHALL BE INSTALLED WITH A MINIMUM 5' AND A MAXIMUM OF
6' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. GREATER DEPTHS ARE
PERMITTED WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES.
2. ALL WATER SERVICE INSTALLATION METHODS AND TESTING REQUIREMENTS SHALL MEET
OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS.
3. WATER AND GAS MAINS DEPICTED IN THE RIGHT OF WAY ARE BASED ON RECORD
DRAWINGS. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR
TO CONNECTION.
4. PROPOSED GAS SERVICE LOCATION IS APPROXIMATE ONLY. THE CONTRACTOR SHALL
CONFIRM WITH THE GAS COMPANY THAT GAS LINE INSTALLATION SHALL BE BY THE
LOCAL GAS COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE
NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. THE CONTRACTOR IS
RESPONSIBLE FOR ALL EXCAVATION, BACKFILL .AND COMPACTION FOR THE GAS LINE.
5. DUE TO THE SCALE OF THE SITEWORK DRAWINGS, THE EXACT LOCATION OF UTILITY
SERVICES TO THE BUILDING SHALL BE VERIFIED WITH THE BUILDING DRAWINGS.
6. ALL UTILITIES, PIPE MATERIALS, STRUCTURES, AND INSTALLATION METHODS SHALL
CONFORM TO MUNICIPALITY STANDARDS AND REQUIREMENTS.
7. SUITABLE, TEMPORARY PLUGS SHALL BE INSTALLED IN THE OPEN ENDS OF UTILITY
SERVICES TO THE BUILDING PRIOR TO BACKFILLING. STUB LOCATIONS SHALL BE
MARKED IN THE FIELD SO THAT THEY MAY BE EASILY LOCATED. F
8. WATER SERVICE CONNECTION SHALL BE INSPECTED BY THE MUNICIPAL WATER
DEPARTMENT.
9. EXISTING DRAINAGE AND UTILITY RIM ELEVATIONS LOCATED WITHIN THE LIMIT OF
WORK TO REMAIN SHALL BE ADJUSTED BY THE CONTRACTOR TO MATCH NEW
FINISHED GRADE.
10, THE SEPTIC SYSTEM SHALL BE INSPECTED BY THE ENGINEER PRIOR TO BACKFILLING.
i -
CB
R=13.98
L =11 30 (A)
L =11.39 (B)
(e� 2,. CPE
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1
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o
CONNECT 6" WATER SERVICE TO
- EXISTING 8" MAIN WITH 8"x6" MJ
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ROAD BOXES TO GRADE FINAL GAS CONNECTION SHALL BE
COORDINATED WITH GAS COMPANY f
Ww (PRI VA TE 40 wWIDE) w w w M „S
7,
APPROXIMATE LOCATION 1 >y U S T I C 8 w SAWCUT
1 I REPAIR DISTURBED G o c
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INSTALLATION OF WATER LINE SHALL��
AVOID EXISTING & PROPOSED TREES I I I 6" D.I. WATER LIMIT OF
,
WORK
SERVICE
--------------
-
Q-'
w w w w w w w w w w_1� ow w w w w -w w w w—w—N
,,--------------------------- ------------ -----------------------
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DUMPSTERI �,' INSTALLED BY GAS COMPANY \�\ _ P
PAD r ------b - AND EXCAVATION/BACKFILLING , _-----
SHALL BE DONE BY SITE �� ` `� SW -2 i
jX j CONTRACTOR. 35' LONG
l— _l (MIN.) SLEEVE TO BE
o PROVIDED BENEATH ---
LIMIT OF WORK SHALL INFILTRATION BASIN ! j
BE PROPERTY LINE
i p
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PROP. 1,500
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459 ROUTE 28 2
(SOLID & 1=18.40 (IN)
NIF WATERTIGHT) 1=18.15 (OUT)
THALASSA REALTY LLC
! MH -1
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9. I.
PROP. VENT
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FOR TP DS -2 I
SERVICE (CONTRACTOR TO VERIFY SIZE, NUMBER 1 I �� ADDITIONAL ° .° ® t I1
/ AND CONNECTION LOCATIONS WITH LOCAL7 SEPTIC SYSTEM
TELEPHONE COMPANY BEFORE COMMENCING WORK I I I DESIGN S-9 I o
W I II PROPOSED
INFORMATION N
4" CONDUITS FOR SECONDARY ti T-2 I I I T_' 1 I �'
ELECTRICAL SERVICE (CONTRACTOR o a I I I I I DOLLAR GENE
TO VERIFY SIZE,NUMBER AND o�'f I _13 k, �I rAn
A.,STORECONNECTION LOCATIONS WITH 82 LF
DS— I
LOCAL POWER COMPANY BEFORE ° I m mI �: " I 441
I 1 ° I SCH 40 PV
COMMENCING WORK) CI 7I nl hI .i S=.012'/' 9,100 S.F.
MIKE'S ROAST I i, !
BEEF I I I I °' i CO -3 70'x 130 ( I 1 HI
1=17.70 FF=21.50
®--w W WATER LINE 92+89.04
NOW OR FORMERLY N/F � ,— — — — — —
s s SEWER LINE ON CENTER OC
RIM ELEVATION R , osrc
® ACCESSIBLE PAVEMENT ROOF DRAIN RD
MARKINGS REMOVE REM ' o�
REAR YARD RY
SIGN SEWER FORCE MAIN SFM 1 GC
SOLID WHITE EDGE LINE SWEL w —
�
REV
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-
BUSINESS DISTRICT (B2} �CC UP 1137/84
s
1
REVISED PER SITE PLAN
REVIEW COMMENTS
UTILITY POLE.
SIDE YARD SY
- - - - - - - -
"CAPE
3
PROP. SOIL ABSORPTION AREA
CONCRETE
GENERAL ABBREVIATIONS
- - ----- - - "DUNKIN DONUTS" TOWN MOTEL"
A.P. MAP 31 LOT 74 A.P. MAP 31 LOT 73
REVISED PER NGRID
COMMENTS
5
ASSESSOR'S PARCEL
A.P.
(EACH TRENCH IS 2'W X 541. �
7
BOTTOM OF CURB
BC
INTERCONNECT ENDS WITH 4" PVC)
TP
Tp_1 ®
9
BITUMINOUS CONCRETE CURB
BCC
VENT o 1
S&C REALTY INVESTMENT CO, COUNTRY MOTOR LODGE LLC
LP.
BITUMINOUS CONCRETE
BIT. CONC
PIPE
BOTTOM OF WALL
CATCH BASIN
BW
CB
EXISTING UTILITY POLE TO BE REPLACED
WITH TALLER POLE IF NECESSARY T
CHAIN LINK FENCE
C.L.F.
PROVIDE MINIMUM VERTICAL CLEARANCE
DRAIN CLEANOUT
SEWER CLEANOUT
DCO
SCO
i w
LEGEND
CONCRETE SURFACE
DRILL HOLE FOUND
CONC
DH (F)
; Bcc
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PROPOSED
DESCRIPTION
DRAIN MANHOLE
DOUBLE WALL FIBER GLASS
DMH
DWFG
----�-��
PROPERTY LINE
DASHED WHITE LINE
DWL
DRAIN MANHOLE
DOUBLE YELLOW CENTERLINE
DYCL
NEW ENGLAND TELEPHONE 1
EDGE OF PAVEMENT
EOP
& TELEGRAPH CO. 1_
®,-
O
CATCH BASIN
EXTRUDED CONCRETE CURB .-
ECC
EASEMENT BCC
SEWER MANHOLE
ELECTRIC HANDHOLE
FINISHED FLOOR ELEVATION
EHH
FF=
t
BK. 11131 PG. 121
O Ew
TELEPHONE MANHOLE
FRONT YARD
VERTICAL GRANITE CURB
FY
GC
1
__D
—D—
DRAIN PIPE
GAS METER
GM
POINT of SURVEY SPIKE Q SIG&I
HIGH DENSITY
HDPE
BEGINNING (SET)
c
GAS LINE
POLYETHYLENE PIPE
3U8'—
oHw—OH
OVERHEAD WIRES
INVERT ELEVATION
LINEAL FEET
1=
LF
- 129.84' _ _ - _ -- - -- - -
_UE --UE
-UE -
UNDERGROUND WIRES
LANDSCAPED AREA
LA
BIT. CONCTVAL� T T
MONOLITHIC CONCRETE CURB
MCC
cc
T
T
TELEPHONE LINE
MATCH EXISTING
ME
we
INVERT NOT AVAILABLE
N/A
®--w W WATER LINE 92+89.04
NOW OR FORMERLY N/F � ,— — — — — —
s s SEWER LINE ON CENTER OC
RIM ELEVATION R , osrc
® ACCESSIBLE PAVEMENT ROOF DRAIN RD
MARKINGS REMOVE REM ' o�
REAR YARD RY
SIGN SEWER FORCE MAIN SFM 1 GC
SOLID WHITE EDGE LINE SWEL w —
�
REV
LIGHT
SOLID WHITE LINE SWL
-
BUSINESS DISTRICT (B2} �CC UP 1137/84
®
REVISED PER SITE PLAN
REVIEW COMMENTS
UTILITY POLE.
SIDE YARD SY
- - - - - - - -
"CAPE
3
07/12/16
CONCRETE
SLOPED GRANITE CURB SGC
TOP OF CURB TC
- - ----- - - "DUNKIN DONUTS" TOWN MOTEL"
A.P. MAP 31 LOT 74 A.P. MAP 31 LOT 73
REVISED PER NGRID
COMMENTS
5
10/04/16
REVISED PER BOH
COMMENTS
6
7
SIDEWALK/PAD
TEST PIT LOCATION
TOP OF WALL TW
UTILITY POLE UP
VITRIFIED CLAY VC
- 464 ROUTE 28 452 ROUTE 28
N/F N/F CAPE TOWN &
l
TP
Tp_1 ®
9
WATER GATE WG
S&C REALTY INVESTMENT CO, COUNTRY MOTOR LODGE LLC
LP.
IRON PIPE/IRON PIN
WATER SHUT-OFF WSO
/
A.P. MAP 31 LOT 62.2
14 BERRY A VE.
N/F
NINETY NINE REMAINDER Ill LLC
BK. 14585 PG. 274
BUSINESS DISTRICT (B2)
"99 RESTAURANT"
BI T. CONC.
PARKING LOT
._.
BUSINESS DISTRICT (B2)
HESS
CONVENIENT STORE
FFE=23.25
-
R❑ -2-20.59 HEALTH DEPT.
1. P.ICAL
(SET)—
�_— CONC. WALK
1 1
1
APPROXIMATE LOCATIONS OF EXISTING
UTILITIES WITHIN RIGHT OF WAY
90±00 — - —
MA IAT STREET/wap'. OUTE28)
GC GC
BIT CONC. DRIVEWAY BUSINESS DISTRICT (B2) w W (B2)
BUSINESS DISTRICT - - -
"7 ELEVEN"
A.P. MAP 31 LOT 72
444 ROUTE 28
N/F SAMUELS REALTY CO.
l I
� I
(_�C,O�NSTR UCTIONPLANS
REVISIONS:
REV
DATE
COMMENT
1
06/24/16
REVISED PER SITE PLAN
REVIEW COMMENTS
2
07/05/16
REVISED PER CLIENT
COMMENTS
3
07/12/16
REVISED PER BOH
COMMENTS
4
07/18/16
REVISED PER NGRID
COMMENTS
5
10/04/16
REVISED PER BOH
COMMENTS
6
7
8
9
SCALE:
20 0 10 20 40
.F
GRAPHIC SCALE IN FEET
DESIGNED BY: JDW
CHECK BY: PRH
SEAL:
OF MgSS9c�G
o PHILIP R.CD �n
CD HENRY
CIVIL C/)
No. 48547
Q/ST
FSS/OVAL ��G
PHILIP R. HENRY, P.E.
PREPARED FOR:
LI CI0TTI QEVEL0P..N E.NT
83 ORCHARD HILL PARK DRIVE
LEOMINSTER, MA 01453
PROJECT:
DOLLAR GENE
STREETRETAIL STORE
447 MAIN
YARMOUTH,W. 0267.37
PREPARED BY:
CIVIL ESIGN
GROUP, LLC
21 HIGH STREET, SUITE 207
NORTH ANDOVER, MA 01845
www.cdgengineering.com
p: 978-794-5400 f:978-965-3971
SHEET:
UTILITY PLAN
0
-7
CDG PROJECT: 16020
DATE: 06/09/2016