HomeMy WebLinkAboutSite PlanDESIGN DATA
REQUIRED
6T %3
Tlc -r 1 4 '2 !.j� . - g
ij 0, LIE D A - I --- -
IE 11 tT Jr -A 2-1.
PRIMARY SYSTEM:
PERC TEST DATA
PERCOLATION RATE: 10 TO 20 MIN/IN (15
MIN/IN)
b
5 bt'u -n or rIn—/�- �3rb
3:
REPAIR �S-)HOP 6 EMPLOYEES @ 25 GPD= 150 GPD
ON APRIL 19, 2004
510 GPD
A P1 lWj ION GP"
-D If -ter
JIM - Ain. I - `5
DEPTH
REQ. rr--'Frr--rr--CTI'V'rr_- LEACHING AREA
3 Ol FT,
(510 GPD)/(1.2 GPD/SF) = 425 SF
PRESOAK AT
nR it.
21-9 A 19' -01t4CRETE LEACHIN11-
TH---j- 3A
A r E-
Flr-_'CTrVE_ LE HING REA OF GALL'RY
5.9 I -Ar -
S)r/ r
LENGTH OF TRENCH REQUIRED =
F
)/( 5�9 SF/LF1' I A - L- -
DEPTH TO Rrr---'3-TRICTI'V"rr_- LAYER: 23"
SLOPE: 1.7%
VF T P-Clkl K B ROV N FI1N.E MLOAWt
HF _5 FF --1.7 PF= -I;.5
12:54
10.0 I Ll
USE ONE ROW OF 145 LF
SANDY LOAM
LEACHING AREA PROVIDED = 8515115 SF
- 14"
RESERVE SYSTEM:
2---AF"-82" BROWN & GRAY BROWN GRAVELLY LOAMY SAND
USE SAME DESIGN AS PRIMARY SYSTEM
- 14
TH #3C
86" TOTAL DEPTH
f
n a;-3' RDF! -
10"-2
L Ou M
r16 N F
J 14 W 11 1 E S; k rN
j-&-, Y U fl --
10"- 23" SUBSOIL, STRONG BROWN GRAVELLY SANDY LOAM
23"-86" BROWN %8-1. (-',PAY BROWN GRAVELLY LOAMY SSAND
W/BROWN 3WMOTTLE---laS
NO BEDROCK
WATER 0 73" WET @ 23"
TH #13D
BR NONE
WATER 359"
TD 72"
M -
SANDY LOAA
-r—L --Rv E -RI -6 E71 L- -.Wil
I P J1 UA 1, b UNN
j
6-25'- SUBSOIL STRONG BROWN SANDY LOAM
25-72" BROWN 'GRAVELUY LOAMY SAND WITH MOTTLES
ml*m
rod
REQUIRED
PROFNDSED
Tlc -r 1 4 '2 !.j� . - g
ij 0, LIE D A - I --- -
IE 11 tT Jr -A 2-1.
'0 !_31.
�J:Os
PERC TEST DATA
TEST HOLES RECORDED BY ROBERT RUSSO
200 FT
PERC
3:
Lliliz-
E
ON APRIL 19, 2004
F-4
SIDE YARD SETBACK
TOTAL
DEPTH
- 24"
3 Ol FT,
161 Fr.
PRESOAK AT
10:00
TH---j- 3A
82" TOTAL DEPTH
r
VF T P-Clkl K B ROV N FI1N.E MLOAWt
-4
12:54
- 13"
8"-23" SUBSOIL, GRAVELLY STRONG, BROWN
SANDY LOAM
12:59
- 14"
2---AF"-82" BROWN & GRAY BROWN GRAVELLY LOAMY SAND
1:04
- 14
1/2
-RR0'vVN & GR 'SOT TLES
1:09
- 15"
NO BEDROCK
1:14
- 15
1/2"
WATER @ 76" WET @ 231"
LING a -3
1:24
- 16
1/4o
1:29
- 16
1/2"
T H, 3 B
1:34
- 17"
1:39
- 17
1/2"
BR NONE
1:44
- 17
3/4"
WATER 34"
1:49
- 18"
7
mi to T ! LE 2
TD 80
USE LAST
30
MINUTES
F R 0 I'A,
I : 19 T 0 1:4� - 9-" DROP
0� 0, P' -F' x 3.5-Rl "A"' FINE "ANDY I 0-AkA
30 MIN / 2
IN = 15 MIN/IN
9-29" SUBSOIL STRONG BROWN SANDY LOAM
lw/
==
10 TO 20 MIN/IN
SILT AND COBBLES
29-RATE C- A iA ,
29-34 (3313" AIND --D- ID" 0101 11" NDY LOAM't-11
t OTT E-
AN ID mpkvt
GRJ AND 0 BRO-N Z.) vill' SAA ND V"v'Al `L
w/ ;MOTTLES
TH #3C
86" TOTAL DEPTH
f
n a;-3' RDF! -
10"-2
L Ou M
r16 N F
J 14 W 11 1 E S; k rN
j-&-, Y U fl --
10"- 23" SUBSOIL, STRONG BROWN GRAVELLY SANDY LOAM
23"-86" BROWN %8-1. (-',PAY BROWN GRAVELLY LOAMY SSAND
W/BROWN 3WMOTTLE---laS
NO BEDROCK
WATER 0 73" WET @ 23"
TH #13D
BR NONE
WATER 359"
TD 72"
M -
SANDY LOAA
-r—L --Rv E -RI -6 E71 L- -.Wil
I P J1 UA 1, b UNN
j
6-25'- SUBSOIL STRONG BROWN SANDY LOAM
25-72" BROWN 'GRAVELUY LOAMY SAND WITH MOTTLES
ml*m
rod
REQUIRED
PROFNDSED
ON SITE
'0 !_31.
�J:Os
o'D i 8 C r
9-- QX.
LOT FRONTAGE
200 FT
238 FT
lMC-jjqT "RD SEET8 K
Lliliz-
E
69 r T
'
F-4
SIDE YARD SETBACK
0 FT
51 FT.
t REAR 7�ARID SETIBACK
3 Ol FT,
161 Fr.
FBLDG HEIGHTS
50 FT
24 FT
PARKING REQUIREMENTS:
Hcv: 36,
GARAGE: 3 SERVICE STALLS X 2 = 6 SPACES
TOTAL SPACES = 22 SPACES
.SEPTIC -SYSTEMI NOTES:
1. THE BUILDING, SYSTEM AND WELL ARE TO BE STAKED
B YA
- /-% -LICENSED SURVEYOR PRIOR TO THE START
OF CON STRUC T.1 ION.
2. MANUFACTURER TO CERTIFY THE SEPTIC TANK WATERTIGHT.
3. A BENCHMARK IS TO BE SET, NOTED ON THE PLAINI, AND PROVIDE -D"
TO UNCAS HEALTH DISTRICT, PRIOR TO THE START OF CONSTRUCTION.
rNO �F-L OR DRAINS -3 WILL BE
5. NO FOOTING DRAINS-) ARE TO BE INSTALLED.
6. A.FTER THE FILL IS PLACED AND COMPACTED, I T MUST BE
PERC TESTED PRIOR TO INSTALLATION OF THE SYSTEM.
6
5
4
3
2
m
Chesterr' 1-,- W
Da -198
Pand
W-1
A
41
j_ z
A
L
N.
Ld%
t7l
p
�
PROJECT t --:N N
s-ff F I
-A 7a, IN a I
LAUS I 1010--A! FA -1 As -Pa
SCALE: 1""=1000"
N,
t.
44 �-- lake
K&Ywmos
TWCCCWvi--
BE
NO HAZARDOUS 101,AkSTILE-- IMIATERIA-d-s STOKED
ON SITE
2. ANY PAINT
QR.
MOTOR vll.� IV pv- l�-;x-firvRARY KEPT ON SITE, WILL
BEST OREID
IN
CORNIER OF THE REAP nc�
THE Sl04UF'7HWE--s-I %., 1-1 IN -.-I I U- I % %.,I
Lliliz-
E
10/11/061 APPROVED PLANS
10/15/06
FEN -.'.iii
9/28/06
STATE COMMEINITS
8/7/06
REVIEW COi-]'lmjC!jN;'Tk7"j
6/28/06
UNCAS HEALER DISTRICT C011MEN11"S
6/15/06
ADD STORAGE UNITS
Date
t q -Jvjvj��
NN
S
No 18346
NAL.
A
4T
SCALE: '1'=2()'
=nwineers,
CIVIL STRUCTURAL - SURVEYING
317 Main Street INTorwich, Connecticut
(8 04 a86.-1966 FAa-x (8 60) 88!6-9!6'5
LOT 3 � L"'MRARD1 -BU4011NESS RARK
%J - - - IV - -
I NO '-w—w
ku — XlllvRmw-
eran.
-4.
Project No.
Prof. Engineer
fl�
E'.M�B
411/25/046
I
2� OF BARS
PREPARED PLAT`
BACKFILLED IN
k - 1 4;--..;
'UNILY JU
WATERIED, SUFFICIFIF-f-I hi,
rri-nR-C_)b1(GHLY` SERILE SO
w
THAT NO AIR POCKETS
ARE PRE SENT
BALL DIAMETER
1< pa -j —
,fie ��J e
SIDES OF BALL
mr"M 4znll
__ __ P11
r!
:D
Z5HH_Ub AN NIJ A L
NOT TO SCLF
Chesterffetd
INN
Am
41,
Jr�
N IV Jw,
'y
x-�
N� tot
U
PROJECT
E
A rfani�
d
LA
a Uma -4i
S)CALE: 133=1000'
E!r%
L j &AN DR r,,.APr- r0
2�
Kp
5otandcal Name Cammon Name:
Pecic-iucus 5hade Treess
FF Fra inns Penneqlvanica "Marel-olls Seedles8" Marshall;, SICdiesAeh
8
,.+-rub5
iG -C_�,!�mflarta
Rc Rhododendron x 'Chinoldei'
Rp Rhod. pouk-anensis 'Compacta'
DO NOT HFAIALY PRUNE THE TREE AT P[ANTIN'G.
PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT
LEADERS, AND BROKEN OR D BRANCHES.
04ME INTERIOR TWIGS- ANQ LATERAL BRANCHES
PM-A'f EZ,PRUNE93, P�7;fi0ER DAN) ; V
OE - REMO%iE
1 q A L_ B BRANCHES TPATT
1U, MR Ds Oc'
EXTEND TO THE iF EDGE OF Tr
&_ - cRgNN,
5rA�E- 4_er- -Jr lj� T,;7 .10�p
�U-S Of FOR
OF THE LANDSC E ARF`CHf 11 r_
WRAP TREE TRUNKS ONUf UPON THE
APrHEC-RAL 101-1- THE L)4415WUAPE ARCWIECL
MARK THE NORTH SIDE OF THE TREE
IN -1;1 URS ZRf#._&,ID__R0TATF_ TREE
rV rim N004 AT THE SE WOM
POSSIBLE
SET TOP OF ROOT BALL FLUSH TO
200 MM (a INA
f
Lake
Kommos
1Z QUA"
s=1 All
Chinoldes Rhododendron 3 gal.
Compact Korean Azalea 2 ga I-
nk -,F-1, - `�
TF::E < PS P!
,-A:
UC -14 I "T
TIRE 0LE' 'IdE T&P
OF THE ROOT BAIL. TREES WHERE THE TRUNK
FLARE IS NOT VISIBLE SHALL BE REJECTED.
DO NOT COVER THE TOP OF THE ROOT
a&L
TVIITj_- irykil
-11 -aVL_
I GO MMIN.) HIGH EAPI H SAUCER
BEYOND E OF ROOT BALL.
50 MM (2 IN.) MULCH. DO NOT PLACE __�'Vl -t (;? I I
MULCH IN CONTACT WITH TREE TRUNK. 1 11&J
i 1,,
ppr-p -(-'P ? i 1 -L REMOVE ALL 'it,
MAIMAIN THF IM111-11ILCH . AE D_ -FINE r TW 'E, R�01K� AND !REAIN
i 'LAP 1001P i,!AU P n
k f 'AV
h ;? HS
A MRN _FH E YEAPR'33 LER
PUNN'I'll I
F PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AiND FOS WAIN 900 MM (1-3 I. -A N 11MMO PLARRnC_
-
A
NOTE: FOR TYPES OF SOIL AMENDMENTS, PLACE ROOT BALL ON UNEXCAVATED
OR SOIL REPLACEMENT., SEE PLAdNTING OR TAMPED SOIL
TUZ)
TAM
NOT
I CALL
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT Ma DOES NOT SHIFT.
A N" DET AIL
TREE PLANT! u
1 6/15/06 -ADD STORAGE UNITS
;oto_ Date Revisiori
NOT TO SCALE
SIF: 1"=20'"'
3CALE
AM
a -As
Ini sm- sn%..
CIVIL - STRUCTURAL - SURVEYING
317 Main Street Norwich, Connecticut
(860) 886-1966 Fax (860) 8386-9165.
LOT 3 � LOMWAICH! BUSINES.S. IPAE3K
F -11-
A
NA.
1101111111 p . 0
LandscaDru Plan
a
Project No.
'On 7-
Proj. Engineer
E.M.Q.
D_t .
4/25/06
F_v Fln-
000mr-1 A
EW_14;;�Am
---'' FINISH GRADE
6" MIN. FILTER FABRIC
150. cQvER IN A O ANCE WITH
�' o�OcoUOo� o � _ CTI 2.`3- PRECAST CONCRETE 4'x8'x2'
1 p: a 00 " p oQp C/� y• I�.T_ Slb LEACHING GALLERY
IN. HEAVY DUTY
H-20 LOADING
4" MIN. DEPTH
2" STONESkAowl 09
X15M�N� c C,
Q
FILTER FABRIC 1"L 12n
OVER STRIPPED GROUND - o�
(TOPSOIL REMOVED) I 1 00 s"
CONSTRUCTION `
NOT TO SCALE"
TYPICAL
NOT TO SCALE
SHOULDER OR PAVEMENT 9" 3"
PAVED SURFACE R=2"
IN PARKING AREA
2 1/2" BIT. CONC. 1 b
6" 45'
NOT TO SCALE
WIDTH AS REQUIRED
TOOLED JOINT
6"
R 1 /4p FINISHED GRADE
PAVEMENT FINISH GRADE
4:1_
4 5" CONCRETE SIDEWALK
. O
20"
a Q 8" GRAVEL FILL
0
o. o
1 o"
Ali
+ 8" GRAVEL FILL
NOTE:
MAXIMUM SPACING OF JOINTS 25 FT.
8- JOINT SHALL CONSIST OF BITUMINOUS
FILLER APPROVED BY THE ENGINEER.
CONCRETE -SIDEWALK WITH INC DE AL
(SINGLE POUR)
NOT TO SCALE
•_ _
�i_i`IiLi!i1I40 IN Ii eNOW-= Iffii!i�ri'i��`s!y1��••i�!'i�i'i�!►'i��!'�
.i��a�`i�i�.►�.►�ri�.�`��I#err►����`i�.►r.a�i�������► .i
COMPACTEDR. BASE
GRAVEL PARKING AREA
NOT TO SCALE
6 1/2"
LUMINAIRE 250 WATT HIGH
PRESSURE BY MWC LIGHTING
SANTA ANA, CALIFORNIA OR
APPROVED EQUAL
BUILDING MOUNTED LIGHTING FIXTURE
NOT TO SCALE
8'–fi»
8" TYP. 2 PLACES
4 INLET TYP. 3 PLACES
IL n
—
21
�'
ff II i
I II !
-�- � I I i I I I OUTLET
I �.. I j i I I 4 L.P. P.V.C. PIPE SEAL
u -----H---- -�
4" L.P. P.V.C. PIPE SEAL
TYP. 3 PLACES
PLAN VIEW
18"DIA.
4 3/4" COVER
INLET- - OUTLET
„
F� - OUTLET FILTER
M B.V3 � t
LE !N DEVICE
i.• T_
4'-5 3/4
LIQUID
3" WALLS LEVEL
4
t _ • P ti.. _w�
ACROSS sEnou mat
1,000 GALLON SEPTIC
NOT TO SCALE
STATE APPROVED
HANDICAPPED
PARKING SIGN
TO INCLUDE FINE AMOUNT
PAINTED GALVINIZED
STEEL PIPE BOLLARD
4" DIA. MINIMUM
FINISH
GRADE -----
BACKFILL
CONCRETE
BASE (18" SQ)
HAND
>> s
I 'D PARKING SIGN DE
12"
PAPJI* C
L6J
sum:
REOUMM
WAMOM
NOT TO SCALE
co
FILTER FABRIC WITH
2"x2"x4a" WOOD STAKE WOVEN WIRE FENCE,
INDUSTRIAL NETTING,
OR SNOW FENCE
FOR SUPPORT
rtt
rfr` COMPACTED BACKFILL
.1
100°
FLOW
1, �,�,% _ _- ��%: % r 1•.
12" MIN.
NATIVE SOIL
f!
SILT FENCE SECTION
NOT TO SCALE
MANHOLES 24" GASKETED MANHOLE
ELEVATED COVER (TYP.) H.20 LOADING
TO GRADE
_-_ - —_... pas .'#,. • A _ .
EROSION CONTROL & SEDIMENTATION NARRATIVE
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE
WETLANDS OFFICER.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICER.
3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF
THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE.
CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICER
HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES.
4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT
LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS
NECESSARY.
5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED
AND STOCKPILED IN AN AREA AS SHOWN ON THE PLANS.
6. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND -
ANY TEMPORARY STOCKPILE AREAS.
7. TOPSOIL SHALL BE RE–APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES_
8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND.
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION
IS RE–ESTABLISHED.
9. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND
OCTOBER 1.
10. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS:
KENTUCKY BLUE GRASS 20 LB's/AC
CREEPING RED FESCUE 20 LB's/AC
PERENNIAL RYEGRASS 5 LB's/AC
11. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL.
12. THERE IS A SMALL AMOUNT OF SEDIMENT PRESENT- WHERE THE' BUILDING ADDITION
IS PROPOSED, DUE TO VEHICLE RINSING. THE VEHICLE REPAIR WILL BE
ELIMINATED PRIOR TO THE CONSTRUCTION OF THE BUILDING ADDITION.
EXIST. GRADE
8�
24"
r;
15" RCP
15" RCP
' STATIC LIQUID LEVEL =
INLET OUTLET TO
DRAINAGE SYSTEM
l
`` -- WATERTIGHT
EXTERIOR • SEALED
�'
PROTECTIVE JOINTS 6 INCH MIN.
COATING 3..5' MIN.– ---1000 GALLON
ALL N
INTERIOR PROTECTIVE CONCRETE TANK
COATING
4 TO 6 INCHES THICK 18"
1000 GAL OL/GR
NOT TO SCALE
INSTALL HANDICAPPED
% PARKING SIGN (NP.)
2:1 SLQPE. GRAVEL FILTER
STONE CHECK DAM
NOT TO SCALE
i • •.
•�
� • ` *AI �• ii r l���s� �
r
FRIw �_#�ww lop
2:1 SLQPE. GRAVEL FILTER
STONE CHECK DAM
NOT TO SCALE