HomeMy WebLinkAboutSite PlanrVa
30 15 0 30
GRAPHIC SCALE IN FEET
U 1P
0.28' FND
N
NOT TO SCALE
SABLE_ QF ZONNG REQUIREMENTS
ZONE = LI
LANDSCAPE SCHEDULE
SYMBOL BOTANICAL NAME COMMON NAME S UANTITY
AR Acer rubrum Red Maple 8BSBoxussempervirensBoxwood22SSSchizachyriurnscopariumDwarfFountainGrass6
Little Bluestem'
TEST HOLE- DATA - May 23 2019
Normand Thibeault. Jr..-P.E.
TES_DEPTH
101 0"- 10"
10"- 43"
43"-103"
Ledge
GWT
No MottlingRestrictive043"
Abutting LI zone
tormw ter Structure Sche
CB -1
H-EQUIRED PROVIDED
Lot Area 40,000 S.F. 94,730 S.F.
Front Yard Setback 50' 226'
Side Yard Setback 30' 37.5'
Rear Yard Setback 30'* 38'
Building Height None TBD
Lot Frontage 100' min 197.82'
Abutting LI zone
tormw ter Structure Sche
CB -1
LEGEND
TF = 208.10
F/L out 204.60
Sump = 202,.60
P-1
0
20 L.F. 15" RCP
Slope = 2.07
CB -2
V
TF = 208.20
4.-
F/L in = 204,20
F/L out 204.10
Sump = 202.10
P-2
BUILDING SETBACK LINE
20 L.F. 15" HDPE
SLOPE = 5.57
FES inv = 203.0
mmmmm= SILT FENCE
APPROVED BY THE TOWN OF MONTVILLE
PLANNING & ZONING COMMISSION
CHAIRMAN DATE
n/f
Double Down, LLC
Map 5, Block 29, Lot 00
LIGHT INDUSTRIAL
51ZE
2.5" cal.
1 gal.
1 gal.
PRonLE
Topsoil/organics
Subsoil/ Orange Brown Sandy LoamwithsomeStones
Gray compact hardpan/sandy gravel
w/some fines
N/A
N/A
PROVIDE MODIRED RJPRAP
DRAINAGE SWALE
274
PROPOSED CLEARING LIMIT -
I _
OUTLET 57Rt1CTU1?E
SEE DETAIL, SHEET 4 2Z
OVA VL&
20
MODIFIED RIPRAP
OVERFLOW WEIR
ELEV = 207.0
070
1140t140 LF. - 12"
206.9
SDR 35 PVC
1NV in = 204.0
1W outart = 203.0 --
206
n/f ! A
Peter C. Silveira
Mop 5, Block 31, Lot 00 /
LIGHT INDUSTRIAL
N
204 _Z
I '
EXISTING o
I WELL "
m
PROVIDE AKVRED
2
RIPRAP OUTLET
PROTECTION
j 1
ANTI TiR CIW
CONSTRUCTION /
ENIRANCE
PROVIDE STOP SIGN &
1' NIDE PAINTED STOP 84R
I
1
N N N N N
M 4-
I I I Ql
FOR SEP77C SYSTEM DESIGN
AND TEST PIT MITA - SEE SHEEP 2 Our' 4.
FOR ALL CONSTRUC770N NOIES
AND DETNLS-- SEE SHEEP 3 do 4 OF 4.
n1 \\
Lombardi Business Pork
Mop 5, Block 27, Lot 1
LIGHTINS AL 210 \
5- 534'79=-- 212
214
215.4 215.2 PROPOSED WELL EI23248'
216.2
T_ ` 16.0
6' HIGHCHAIN
80 `
v:
FENCE
LINK
O
215.6 /
E10,
0f10 IF. Cf 4/MERCIAL
UQO SF. OFFICE SPACE
GARAGE FF 21osoAW99OFFICE / FF = 21,50 I \ .001 /
010
214
BUILDING AONTED 818
AREA = 2. 175 ACRES
94,730 S.F.)
PROVIDE TOPSOIL AND SEED
AROUND BUILDING PERImM
lo k 2 n f
SS\\sssssAP
07 4 Town of East LymeAR
Mop 5, Block 27, Lot 5
2,000 GALLON 01L-WATC -- -I- LIGHT INDUSTRIAL
SEPARATOR & HOLDING TANK 208.4 (A
R15' N 208
48 0 '4tARR15205.6
LIGHT STANDARD (TYP) \ cn
s
AREA TO BE UIiLW MFORjtKPIUNG 7.2 +los.
Ar LAYDOWN DURING\ ,
5 DOT /3 STONE SHOULDER
205. \ AR
j
PAINIED DOUBLE - ____---- jYELLOWCENTERRUNE - ' PROVIDE SILT FENCE OR STAKED25.2 2050 t HAYBALES DURING CONSTRUCTION
206 f
f
1
LOCATION OF TEMPORARY
SEDINEIVT TRAP
22.3
902
P1 U
SAWCUT PAVEMENT FOR
UTILITIES INSTALLATION
LASOWENT IN FAVOR OF THE
CONNEMUT LIGHT do POWER COMPANY
SEF VOL 470, PG. 118)
1'
CBS`
RCP ,I,
CB \ tJ
LIGHT STANDARD
NOT 70 SCALE
8.5"
lJ
Q
BUILDING- MOUNTED LIGHT
NOT TO SCALE
GI C r
O!/jVi, wu.vA C .
li9`F'`y
Au r'1 rp
ae
R
s
0 N
3. 22834
0 RUr-TONR '%-6
24• pm t p j
y '
mea
p•A'k+.
TO MY KNOWLEDGE AND BELIEF, TIAIS MAP IS SUBSTANTIALLY CORRECTASNOTEDHEREON,
I
l
M E. THIBEAULT, JR., P.E. DATE
tF y
U .
sr'
zw i
GRE A. G DE, L.S. LIC. NO. 70191 DATE
NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARSTHEORIGINALSEALANDSIGNATUREOFTHELANDSURVEYOR.
Dane
JK W
Nom,
LOW (ROUTE 85)
o
N
LIMIT OF PUBLIC WATER2SUPPLYWATERSHED
1,C1 LOCUS LI11 L/ 1 U l L
Ll2MF
LOCATION MAP
SCALE: 1 = 1000'
lNums
BEFORE YOU DIG
CALL BEFORE YOU DIG
AT LEAST TWO FULL BUSINESS DAYS
BEFORE DIGGING OR DISTURBING EARTH
DIAL 811 OR 1-800-922-4455
1 OTES:
1. This survey has been prepared pursuant to the Regulations ofConnecticutStateAgenciesSections20-300b-1 through 20-300b-20andthe "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. onSeptember 26, 1996;
This survey conforms to a Class "A-2" horizontal accuracy.
Topographic features conform to a Class "T-2", "V-2" verticalaccuracy.
Survey Type: Improvement Location Survey.
Boundary Determination Category: Dependent Resurvey.
2. Zone = U.
3. Owner of record: Advanced Improvements, LLC61WestMainStreet, Mystic, CT 06355SeeVolume623, Page 1053
4. Parcel is shown as Lot #4, Block #27 on Assessors Map #5.
5. Elevations shown are based on an assumed datum. Contours taken fromactualfieldsurvey. Contour interval = 2'.
6. Parcel lies within Flood Hazard Zone 'X' (areas of minimal floodhazard) as shown on FIRM Map #09011 C0337G Effective Date: 7/18/2011.
7. Before any construction is to commence, contractor shall contactCALLBEFOREYOUDIG" at 1-800-922-4455 or 811.
MAP REF RFNrFS•
1. "Subdivision Plan - Prepared for - Lombardi Business Park - ZaistProperty - Montville, Connecticut - Scale„ 1" = 100' - Date: May2004 - prepared by: Boundaries, L.L.C. On file in the Town ofMontvilleLandRecordsasMap #1980.
2. "Easement Map - Easement Area To Be Granted To - ConnecticutLight & Power Co. - Across Property Of - Lombardi Business Park, LLC - Bultertown Road (Route 161)& Sachatello Dr. - Town ofMontville, Connecticut - Scale: 1 " = 100' - Date: 6/14/05SheetE5153 - Prepared by: CIA Engineers, Inc." On file in theTownofMontvilleLandRecordsasMap #2049.
3. "Map 5 Lot 27-001 - 1 Sachatello Industrial Drive - Wide WorldofIndoorSportsGo -Cart Facility -- Lot 13, 14, 15 & 18Reconfiguration - Sachatello Industrial Drive & Butlertown RoadTownofMontville, Connecticut - Scale: 1" = 100' - Date: March2016 - Revised to: 4/26/16 - Sheat No. 1 - Prepared by: GreenSiteDesin, LLC." On file in the Town of Montville Land RecordsasMap2551.
IMPROVEMENT LOCATION SURVEY
SITE PLAN
PREPARED FOR
ADVANCED
IMPROVEMENTS, LLC
393 BUTLERTOWAi ROAD
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil Engineerings & Surveying
114 Westcoft Road
P.O. Box 421
Killingly, Canuuicut 06241
LEGEND
F.F. FINISHED FLOOR
0 IRON PIN TO BE SET
o IRON PIN FOUND
0 UTILITY POLE
OC8 CATCH BASIN
g PERCOLATION TEST HOLE
V TEST HOLE
4.- BUILDING MOUNTED LIGHT
J • SITE LIGHTING FIXTURE
100- EXISTING CONTOURS
L 10,0 PROPOSED CONTOURS
BUILDING SETBACK LINE
STONE WALL
o o STONE WALL REMAINS
mmmmm= SILT FENCE
APPROVED BY THE TOWN OF MONTVILLE
PLANNING & ZONING COMMISSION
CHAIRMAN DATE
n/f
Double Down, LLC
Map 5, Block 29, Lot 00
LIGHT INDUSTRIAL
51ZE
2.5" cal.
1 gal.
1 gal.
PRonLE
Topsoil/organics
Subsoil/ Orange Brown Sandy LoamwithsomeStones
Gray compact hardpan/sandy gravel
w/some fines
N/A
N/A
PROVIDE MODIRED RJPRAP
DRAINAGE SWALE
274
PROPOSED CLEARING LIMIT -
I _
OUTLET 57Rt1CTU1?E
SEE DETAIL, SHEET 4 2Z
OVA VL&
20
MODIFIED RIPRAP
OVERFLOW WEIR
ELEV = 207.0
070
1140t140 LF. - 12"
206.9
SDR 35 PVC
1NV in = 204.0
1W outart = 203.0 --
206
n/f ! A
Peter C. Silveira
Mop 5, Block 31, Lot 00 /
LIGHT INDUSTRIAL
N
204 _Z
I '
EXISTING o
I WELL "
m
PROVIDE AKVRED
2
RIPRAP OUTLET
PROTECTION
j 1
ANTI TiR CIW
CONSTRUCTION /
ENIRANCE
PROVIDE STOP SIGN &
1' NIDE PAINTED STOP 84R
I
1
N N N N N
M 4-
I I I Ql
FOR SEP77C SYSTEM DESIGN
AND TEST PIT MITA - SEE SHEEP 2 Our' 4.
FOR ALL CONSTRUC770N NOIES
AND DETNLS-- SEE SHEEP 3 do 4 OF 4.
n1 \\
Lombardi Business Pork
Mop 5, Block 27, Lot 1
LIGHTINS AL 210 \
5- 534'79=-- 212
214
215.4 215.2 PROPOSED WELL EI23248'
216.2
T_ ` 16.0
6' HIGHCHAIN
80 `
v:
FENCE
LINK
O
215.6 /
E10,
0f10 IF. Cf 4/MERCIAL
UQO SF. OFFICE SPACE
GARAGE FF 21osoAW99OFFICE / FF = 21,50 I \ .001 /
010
214
BUILDING AONTED 818
AREA = 2. 175 ACRES
94,730 S.F.)
PROVIDE TOPSOIL AND SEED
AROUND BUILDING PERImM
lo k 2 n f
SS\\sssssAP
07 4 Town of East LymeAR
Mop 5, Block 27, Lot 5
2,000 GALLON 01L-WATC -- -I- LIGHT INDUSTRIAL
SEPARATOR & HOLDING TANK 208.4 (A
R15' N 208
48 0 '4t ARR15205.6
LIGHT STANDARD (TYP) \ cn
s
AREA TO BE UIiLW MFORjtKPIUNG 7.2 +los.
Ar LAYDOWN DURING\ ,
5 DOT /3 STONE SHOULDER
205. \ AR
j
PAINIED DOUBLE - ____---- jYELLOWCENTERRUNE - ' PROVIDE SILT FENCE OR STAKED25.2 2050 t HAYBALES DURING CONSTRUCTION
206 f
f
1
LOCATION OF TEMPORARY
SEDINEIVT TRAP
22.3
902
P1 U
SAWCUT PAVEMENT FOR
UTILITIES INSTALLATION
LASOWENT IN FAVOR OF THE
CONNEMUT LIGHT do POWER COMPANY
SEF VOL 470, PG. 118)
1'
CBS`
RCP ,I,
CB \ tJ
LIGHT STANDARD
NOT 70 SCALE
8.5"
lJ
Q
BUILDING- MOUNTED LIGHT
NOT TO SCALE
GI C r
O!/jVi, wu.vA C .
li9`F'`y
Au r'1 rp
ae
R
s
0 N
3. 22834
0 RUr-TONR '%-6
24• pm t p j
y '
mea
p•A'k+.
TO MY KNOWLEDGE AND BELIEF, TIAIS MAP IS SUBSTANTIALLY CORRECTASNOTEDHEREON,
I
l
M E. THIBEAULT, JR., P.E. DATE
tF y
U .
sr'
zw i
GRE A. G DE, L.S. LIC. NO. 70191 DATE
NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARSTHEORIGINALSEALANDSIGNATUREOFTHELANDSURVEYOR.
Dane
JK W
Nom,
LOW (ROUTE 85)
o
N
LIMIT OF PUBLIC WATER2SUPPLYWATERSHED
1,C1 LOCUS LI11 L/ 1 U l L
Ll2MF
LOCATION MAP
SCALE: 1 = 1000'
lNums
BEFORE YOU DIG
CALL BEFORE YOU DIG
AT LEAST TWO FULL BUSINESS DAYS
BEFORE DIGGING OR DISTURBING EARTH
DIAL 811 OR 1-800-922-4455
1 OTES:
1. This survey has been prepared pursuant to the Regulations ofConnecticutStateAgenciesSections20-300b-1 through 20-300b-20andthe "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. onSeptember 26, 1996;
This survey conforms to a Class "A-2" horizontal accuracy.
Topographic features conform to a Class "T-2", "V-2" verticalaccuracy.
Survey Type: Improvement Location Survey.
Boundary Determination Category: Dependent Resurvey.
2. Zone = U.
3. Owner of record: Advanced Improvements, LLC61WestMainStreet, Mystic, CT 06355SeeVolume623, Page 1053
4. Parcel is shown as Lot #4, Block #27 on Assessors Map #5.
5. Elevations shown are based on an assumed datum. Contours taken fromactualfieldsurvey. Contour interval = 2'.
6. Parcel lies within Flood Hazard Zone 'X' (areas of minimal floodhazard) as shown on FIRM Map #09011 C0337G Effective Date: 7/18/2011.
7. Before any construction is to commence, contractor shall contactCALLBEFOREYOUDIG" at 1-800-922-4455 or 811.
MAP REF RFNrFS•
1. "Subdivision Plan - Prepared for - Lombardi Business Park - ZaistProperty - Montville, Connecticut - Scale„ 1" = 100' - Date: May2004 - prepared by: Boundaries, L.L.C. On file in the Town ofMontvilleLandRecordsasMap #1980.
2. "Easement Map - Easement Area To Be Granted To - ConnecticutLight & Power Co. - Across Property Of - Lombardi Business Park, LLC - Bultertown Road (Route 161)& Sachatello Dr. - Town ofMontville, Connecticut - Scale: 1 " = 100' - Date: 6/14/05SheetE5153 - Prepared by: CIA Engineers, Inc." On file in theTownofMontvilleLandRecordsasMap #2049.
3. "Map 5 Lot 27-001 - 1 Sachatello Industrial Drive - Wide WorldofIndoorSportsGo -Cart Facility -- Lot 13, 14, 15 & 18Reconfiguration - Sachatello Industrial Drive & Butlertown RoadTownofMontville, Connecticut - Scale: 1" = 100' - Date: March2016 - Revised to: 4/26/16 - Sheat No. 1 - Prepared by: GreenSiteDesin, LLC." On file in the Town of Montville Land RecordsasMap2551.
IMPROVEMENT LOCATION SURVEY
SITE PLAN
PREPARED FOR
ADVANCED
IMPROVEMENTS, LLC
393 BUTLERTOWAi ROAD
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil Engineerings & Surveying
114 Westcoft Road
P.O. Box 421
Killingly, Canuuicut 06241
860) 779-7299
www.killinglyeneering.com
DATE: 1/24/2019 DRA AMR
SCALE: 1" = 30' DESIGN: NET
SHEET 1 OF 4 CHK BY: ---
DWG. No: CLIENT FILE JOB No: 18150
191"
d _ CLASS 'A' CONCxiE7E PIDi1RED
IMPROVEMENTS LLC
YAVEULNI 72- *THIN [HE EXWIIING
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil Engi &ring & Surveying
114 Westcott Road
a -a
860) 779-7299
e •
cm .1 o-
ANN#" DEPTH VNiw7V
SPEOFwE(4CUYORDERED
AGES EXISTING BASE 94TE1RWC VIOLATORS WILL
CHK BY: ---
a '_ 1-7112 UAM UNTRAVELED
a ' 3' AWAS D'
jr
Law $ SEED s• TO REM W AND COMPACTED TO
d . + 0"ATION-A9WNUU P
DEPTH 3' BELOW TOP !J`
BE FINED MIN. X150
OF THE SIRUCWELEVATION
tN SANDY SOILS APPLY PRECAST CQVCRE7E UNn DICK
CLASSY CORK 7E; AK9AIIRY
MbDIFltD
DAMPROOFM ON
4 NkLLS UNIS, MX BM OR
OdPTMUM
IUS011RY LUTTS' ARUSED, CO/REEELLLAG
OREa
JAIV hN'.:- •c _.:ice: r-- x
BE 30. Alb PROTECTION SCULL
E7fTEND AW LUIS NORD BY
4,-0"
SPECT CATIONS 1
CONCRL7E4'-4"CONCRM
4" EXISTING PAVEMENT
SECTION B -B
TYPE 'C' CATCH BASIN DETAIL
NOT TO SCN.E
1. TANK SHALL HAVE A MINIMUM CAPACITY SUFFICIENT TO PRETREAT THE MAXIMUM DAILY 2 PAVEIE
21.
WIDTH UNKNOWN
FLOW PROPOSED AND NO LESS THAN 1000 GALLONS. TMK SHAD_ BE CONSTRUCTED OF NEW PAYEMENT 12' PRECAST CONCRETE.
2. INTERIOR OF THE TANK AND EXTENSION TO GRADE MANHOLES SHALL BE COATED WITH
r
I ' L4ANEPDXYPETROLEUMRESISTANTSEALANT. EXTERIOR OF THE TANK AND EXTENSION mF. m TO GRADE MANHOLES SHALL BE COATED WITH A WATERPROOF FOUNDATION SEALANT.
THIS INCLUDES THE TANK EXTERIORS TOP AND BOTTOM.
O0
00
O
00 O
I'
wwzpi
m
SSSS
3. STRUCTURAL SEAM OF THE TANK SHALL BE FILLED IN WITH NON -SHRINKING CEMENT OR O O C I HANDICAPPED
WATER PLUG AND COATED WITH A WATERPROOF SEALANT. O O NON -WOVEN GEOTMLE i
PAVEMENT STRUCTI)RE PARKING
4. VOIDS BETWEEN INLET AND OUTLET PIPING OF THE TANK SHALL BE GROUTED WITH I PROGE,SSED AGGREGATE BASE (SEE DUM) NON -SHRINKING CEMENT AND COATED WITH A WATERPROOF SEALANT. 1
5. THE TANK SHALL HAVE EXTENSIONS TO GRADE ABOVE THE INLET AND OUTLET PIPING.
THE EXTENSION SHALL HAVE STEEL FRAMES AND MANHOLE COVERS. THE MANHOLES.
3'
P W W STATE PERMIT
REQUIRED
awnNG/ASPIWT E aDW MIING
EXTENSIONS, AND ACCESSES TO THE TANK SHALL BE AT LEAST 8 INCHES IN
DIAMETER. I 0 D ECOURSEIEIDRIPRAPSWALE a <>
zEPDXYINTIRM
ARED SUBBASE COURSE a
P 6. THE OUTLET PIPING SHALL UTILIZE A TEE -PIPE ON THE INTERIOR OF THE TANK.
THE TEE -PIPE SHALL BE EQUIPPED WITH A STAND PIPE RISER E=XTENDING UP THE NOT TO SG4i.E F- O-
COVER. THE TEE -PIPE SHALL EXTEND SIX (6) TO TWELVE (12) INCHES FROM THE X
w0 24
BOTTOM OF THE TANK. VAN I
18" 18' 7. THE INUIT EXTENSION TO GRADE SHALL BE PROVIDED WITH A VENT UNE WHICH
EXTENDS EIGHT (8) FEET ABOVE FINISHED GRADE AND PROPERLY SECURED TO THE 3/8" STEEL BARS THE ¢1fI ONG EDGE.
SAW CUT PAVErDG WITH POWER DRIVEN SAW 12 FROM
SAW CUT 1O BE PERPENDICULAR ACCESSIBLE
BUILDING. THE SIZE OF THE VENT SHALL BE HALF THE SIZE OF THE OUTLET
DISCHARGE UNE. DISCHARGE WELDED O TO 7W EX TTNG SURFACE
uo a g S. THE HORIZONTAL STRUCTURE SEAM OF THE TANK SHALL BE LOCATED ABOVE THE 4'iCg" SPACING BITUMINOUS C PAW".
a,
UQUID LEVEL OF THE TANK.
9. THE INCOMING PIPING SHALL NOT INCLUDE ANY SOURCES OF DOMESTIC WASTEWATER. LIP CURBING D ETAI L
CLEAN 101NT WITH COMPRESSED AIR HAVING A
M/NlAt l RATED CAPACf1Y OF 90 PSI. STOP4STATICLX?U LEVELrN'S_
DRAIINAGE
10. THE OUTLET PIPE SHALL BE CONNECTED TO THE SANITARY SEWER.CONCR APPLY TACK COAT TO THE SAW CUT EDGE AND 101+4TCH
N
F[T 11. THE OUTLET PIPE SHALL BE AT LEAST THE SIZE of THE INLET PIPE OR GREATER AND STRUCTURE NOT 70 SCALE INS ADW WITH THE PROPOSED EDGE
4
AT A MINIMUM SHOULD BE 4.0 INCHES IN DIAMETER.
12. IF HEAVY PIPING, SUCH AS CAST IRON, IS USED, ALL PIPING MUST BE
SEE DETAIL) TYPICAL CROSS SECTION FOR MATCHING
o
a : STRUCTURALLY SECURED. 3'-3' BOTTOM OF 000131
13. THE CONCRETE COMERS PROVIDED BY THE OIL SEPARATOR MANUFACTURERS MUST BE BASIN EXISTING AND PROPOSED PAVEMENTPERMANENTLYREMOVED.
o a 14. THE DEPARTMENT OF ENVIRONMENTAL PROTECTION MUST BE GIVEN NOTICE OF ONE WEEK
Q
PRIOR TO BACK FLUNG THE TANK TO ALLOW THE DEPARTMENT PERSONNEL ADEQUATE
TIME TO VISUALLY INSPECT THE TANK AND FACILITY.
60 ORIFICE NOT TO Se" STOP SIGN
A
L_
SECTION
2,000 GALLON OIL -WATER SEPARATSIDE,
B ---J
PLAN TYPE "C"
NOTE Ib 1 jr 1 tiASW IS SET IN CONMIE PAYE1 711T
TlrE 1 2 SLOPE ON THE TDP SUWACE SMALL BE
TO MATCH AD OAING PAS
AL70M7E CONSIRLCTION WIN FULL
CURB BACK TO BE USED AT LOG47110NS
ADJACENT ro EXISTING OR PROPOSED CURB
14 84RS 4'-0' LANG
j
1-11f CLASS I WUNIIIbIIS MOM
2-1/2' BINDER C WASE
40 PROCESS WAVEL BASE -j
BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
1' DEEP
MODIFIED
RIPRAP PAD
3.0'
TRASH RACK DETAIL CTYP)
NOT TO SCALE
NOTES:
1.) BARS SHILL BE GALVANIZED TO PREVENT CORROSION.
2.) ANCHOR RACK TO STRUCTURE TO PREVENT SHIFT OR
MIGRATION.
U11JCURBING - 9-T
DETECTABLE
WARNING
PROVIDE)" 0 STEEL
BARS 1 a DEEP
IWO GRADE
TO ANCHOR HANDICAP SIDEWALK RAMP WITH CURB
RETURNS & PLANTING STRIP(TYPE 4D)
WT TO SCALE
TRASH
RACK
C.I. MANHOLE FRAME AND
COVER E.L. LEBARON FOUNDRY,
CATALOG NUMBER LA246
OR APPROVED EQUAL
CONCRETE
BASIN TOP
7VP=208.5
TIDP=208.0 E1EV=208.0
TRASH
RACK -\ : T1 /i /\/`/
gnu
mm
RACK (
SEE
DETANCHORS
THE CONTRACTOR 9 MLL. AWNTAN
15' WDE TRAVELWAY AT R04D CROSSING
AT ALL TIMES DURM1G CONSTRUCTION
1-1/2' BI WWOUS CONCRETE
SURFACE COURSE
nA1 icn c4 roc s ncNEAT CUT EXI5 W 2-1/2' B!T ilML iUS CONCRETE
PAVEMENT AND PAINT BASE COURSE
Wf7H LKN/I1 ASPHALT
PRIOR TO PAVING 6' PROCESSED AGGREGATE
AND SEAL ,TONT sTa m COURSE
FOLLOWW PAVING 10" GRAVEL SUBBASE
ANCHOR iz- MIN - - _- - -
G3 ) SSSS. RADEINTO
0 6 - 4 0 00'60'80 CO a0 c
86 686860 - u 686:868 _Bn 868-
DOT 3 STONE SHOULDER DETAIL
0aAa0a0a.0a0 8606 a aoaoaOaOaOa
S0-868686868086Sa oSoX0808:
O ad 00.00 00 00 00 a0 00. oo O a0 oO.a_
0
NOTTO VK1LL
APPROVED BY THE TOWN OF MONTVILLE
PLANNING & ZONING COMMISSION
CHAIRMAN DATE
15' ORIFICE j• I
203.50 I
r: 2'
A
SECTION
PAVEWENT SURFACE
SELECT NATIVE 07EML.
OR GRAVEL FILL
1'-V'
MIN
PERMANENT TRENCH REPAIR
NOT TO SCALE
3.5'
0' 12" OUTLET
DRAIN
11 z
FORGED ALUMINUM OR
STEEL REINFORCED
PLAN POLYMER SAFETY STEPS
AT 1' INTERVALS
TOP OF BERM
OVERFLOW -207.0
SOUTH END OF BASIN)
BERM
TO OUTFALL
ELEV : 202.0*
12" ADS
OUTLET PIPE
ELEV=203.0
3.5' x 4' I.D. CONCRETE
DRAINAGE STRUCTURE
NOT TO SCALE
BOMMIOUS UP CUPS
I
32' MIN. I
PROPOSED
42" MIN.
1
r
PLAN
3'
coN
GALVANIZED LAG LATS AND
NI4SHERS (2 PER POST j
3' x 8' PRESSURE TREATED RAIL
2' MMI. I
MATCH
EXISTING GRADE
FILM?--,
FMW
NOT TO SCALE
1
i
L Al2M
MATCH
O(ISTTNG GRADE
MUIM VMtS I a ra"I m
SIZE RIP RAP
SECTION
RIP RAP OUTFALL
DRNEWAY
8' x 8' PRESSURE TREATED
POST O 8' O.C.
WOOD ,GUIDE RAIL
NOT TO SNE
4'-0' 5'-0'
6' x 6' x 10 go. WWF
5' PORTLAND CEMENT
v CONCRETE
8' PROCESSED
PAVEMENT \\//\\//\ \ \\j/\\j/\\j/ AGGREGATE DISE
PLANTING SOIL. MR17URE A , Y- /IEW ALY
NATIVE QIATERIAL. "., IT = - "STI- T O
CONCRETE SIDEWALK AND SCLC
WITH PLANTING STRIP
NOT TO SCALE
E. THIBEAULI JR., P.E. DATE
NOT TO SCALE
5/24/2019 ADDITIONAL REVIEW COMMEN7S/1BT PIT INFORA14TKW
5/10/2019 REVIEW COMMENTS
DATE DESCRIPTION
REVISIONS
DETAIL SKEET 1
d _ CLASS 'A' CONCxiE7E PIDi1RED
IMPROVEMENTS LLC
393 BUTLERTOWN ROAD
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil Engi &ring & Surveying
114 Westcott Road
a -a
860) 779-7299
e •
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SECTION AA SECTION B -B
TYPE 'C' CATCH BASIN DETAIL
NOT TO SCN.E
1' DEEP
MODIFIED
RIPRAP PAD
3.0'
TRASH RACK DETAIL CTYP)
NOT TO SCALE
NOTES:
1.) BARS SHILL BE GALVANIZED TO PREVENT CORROSION.
2.) ANCHOR RACK TO STRUCTURE TO PREVENT SHIFT OR
MIGRATION.
U11JCURBING - 9-T
DETECTABLE
WARNING
PROVIDE)" 0 STEEL
BARS 1 a DEEP
IWO GRADE
TO ANCHOR HANDICAP SIDEWALK RAMP WITH CURB
RETURNS & PLANTING STRIP(TYPE 4D)
WT TO SCALE
TRASH
RACK
C.I. MANHOLE FRAME AND
COVER E.L. LEBARON FOUNDRY,
CATALOG NUMBER LA246
OR APPROVED EQUAL
CONCRETE
BASIN TOP
7VP=208.5
TIDP=208.0 E1EV=208.0
TRASH
RACK -\ : T1 /i /\/`/
gnu
mm
RACK (
SEE
DETANCHORS
THE CONTRACTOR 9 MLL. AWNTAN
15' WDE TRAVELWAY AT R04D CROSSING
AT ALL TIMES DURM1G CONSTRUCTION
1-1/2' BI WWOUS CONCRETE
SURFACE COURSE
nA1 icn c4 roc s ncNEAT CUT EXI5 W 2-1/2' B!T ilML iUS CONCRETE
PAVEMENT AND PAINT BASE COURSE
Wf7H LKN/I1 ASPHALT
PRIOR TO PAVING 6' PROCESSED AGGREGATE
AND SEAL ,TONT sTa m COURSE
FOLLOWW PAVING 10" GRAVEL SUBBASE
ANCHOR iz- MIN - - _- - -
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NOTTO VK1LL
APPROVED BY THE TOWN OF MONTVILLE
PLANNING & ZONING COMMISSION
CHAIRMAN DATE
15' ORIFICE j• I
203.50 I
r: 2'
A
SECTION
PAVEWENT SURFACE
SELECT NATIVE 07EML.
OR GRAVEL FILL
1'-V'
MIN
PERMANENT TRENCH REPAIR
NOT TO SCALE
3.5'
0' 12" OUTLET
DRAIN
11 z
FORGED ALUMINUM OR
STEEL REINFORCED
PLAN POLYMER SAFETY STEPS
AT 1' INTERVALS
TOP OF BERM
OVERFLOW -207.0
SOUTH END OF BASIN)
BERM
TO OUTFALL
ELEV : 202.0*
12" ADS
OUTLET PIPE
ELEV=203.0
3.5' x 4' I.D. CONCRETE
DRAINAGE STRUCTURE
NOT TO SCALE
BOMMIOUS UP CUPS
I
32' MIN. I
PROPOSED
42" MIN.
1
r
PLAN
3'
coN
GALVANIZED LAG LATS AND
NI4SHERS (2 PER POSTj
3' x 8' PRESSURE TREATED RAIL
2' MMI. I
MATCH
EXISTING GRADE
FILM?--,
FMW
NOT TO SCALE
1
i
L Al2M
MATCH
O(ISTTNG GRADE
MUIM VMtS I a ra"I m
SIZE RIP RAP
SECTION
RIP RAP OUTFALL
DRNEWAY
8' x 8' PRESSURE TREATED
POST O 8' O.C.
WOOD ,GUIDE RAIL
NOT TO SNE
4'-0' 5'-0'
6' x 6' x 10 go. WWF
5' PORTLAND CEMENT
v CONCRETE
8' PROCESSED
PAVEMENT \\//\\//\ \ \\j/\\j/\\j/ AGGREGATE DISE
PLANTING SOIL. MR17URE A , Y- /IEW ALY
NATIVE QIATERIAL. "., IT = - "STI- T O
CONCRETE SIDEWALK AND SCLC
WITH PLANTING STRIP
NOT TO SCALE
E. THIBEAULI JR., P.E. DATE
NOT TO SCALE
5/24/2019 ADDITIONAL REVIEW COMMEN7S/1BT PIT INFORA14TKW
5/10/2019 REVIEW COMMENTS
DATE DESCRIPTION
REVISIONS
DETAIL SKEET 1
PREPARED FOR
ADVANCED
IMPROVEMENTS LLC
393 BUTLERTOWN ROAD
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil Engi &ring & Surveying
114 Westcott Road
P.O. Box 421
Killingly, Connecticut 06241
860) 779-7299
www.killinglyengineexing.com
DATE: 1/24/2019 DRAWN: AMR
SCALE: NOT TO SCALE DESIGN: NET
SHEET: 4 OF 4 CHK BY: ---
DWG. No: CLIENT FILE j08 No: 18150
EROSION AND SEDIMENT CONTROL PLAN:
REFERENCE IS MADE TO:
1. Connecticut Guidelines for Soil Erosion and Sediment Control 2002 (2002 Guidelines).
2. U.S.DA. N.R.C.S. Web Soil Survey.
SAILS:
The proposed site is comprised mainly of one soil types;
Paxton and Montauk (85B)
85B -Paxton and Montauk fine sandy looms, 3 to 8 percent slopes, very stony
Included with these soils in mapping are areas of moderately well drained
Woodbridge soils in slight depressions on the landscape. Also included are poorly
drained Ridgebury soils in depressions and along drainageways. Well drained Canton
and Chariton soils are included in areas lacking a dense substratum. Well drained
Stockbridge soils are included in areas of Litchfield and Fairfield counties with free
carbonates below 40 inches. Also included are areas of nearly level soils and soils
with a stony surface. A few areas in Hartford, Middlesex, and New Haven counties
include soils with a red substratum. Minor componets make up about 15 percent of
the map unit.
DEVELOPMENT CONTROL PLAN:
1. Development of the site will be performed by the Contractor, who will be responsible for the
installation and maintenance of erosion and sediment control measures required throughout
construction.
2. The sedimentation control mechanisms shall remain in place from start of construction until
permanent vegetation has been established. The representative for the Town of Montville will be
notified when sediment and erosion control structures are initially in place. Any additional soil &
erosion control measures requested by the Town or its agent, shall be installed immediately. Once
the proposed development, seeding and planting have been completed, the representative shall
again be notified to inspect the site. The control measures will not be removed until this
inspection is complete.
3. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so
that slopes do not exceed 2 to 1. A hay bale sediment barrier is to surround each stockpile and
a temporary vegetative cover shall be provided.
4. Dust control will be accomplished by spraying with water. The application of calcium chloride is
not permitted adjacent to wetland resource areas or within 100' of these areas.
5. The proposed planting schedule is to be adhered to during the planting of disturbed areas
throughout the proposed construction site.
6. Final stabilization of the site is to follow the procedures outlined in "Permanent Vegetative Cover".
If necessary a temporary vegetative cover is to be provided until a permanent cover can be
applied.
SILT FENCE NSrALLABON AND MAINTENANCE:
1. Dig a 6" deep trench on the uphill side of the barrier location.
2. Position the posts on the downhill side of the barrier and drive the posts 1.5 feet into the
ground.
3. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Inspections will be made at least once per week and within 24 hours of the end of a storm with
a rainfall amount of 0.5 inch or greater to determine maintenance needs.
6. Sediment deposits are to be removed when they reach a height of 1 foot behind the bonier or
half the height of the barrier and are to be deposited in an area which is not regulated by the
inland wetlands commission.
7. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has
occurred when sediment fails to be retained by the fence because:
the fence has been overtopped, undercut or bypassed by runoff water,
the fence has been moved out of position (knocked over), or
the geotextile has decomposed or been damaged.
HAY BALE INSTALLATION AND MAINTENANCE:
1. Boles shall be placed as shown on the plans with the ends of the bales tightly abutting each
other.
2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be
wedged with straw to prevent water from passing between the bales.
3. Inspect bales at least once per week and within 24 hours of the end of a storm with a rainfall
amount of 0.5 inches or greater to determine maintenance needs.
4. Remove sediment behind the bales when it reaches half the height of the bale and deposit in an
area which is not regulated by the Inland Wetlands Commission.
5. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has
occurred when sediment fails to be retained by the barrier because:
the barrier has been overtopped, undercut or bypassed by runoff water,
the barrier has been moved out of position, or
the hay bales have deteriorated or been damaged.
TEMPORARY VEGETATIVE COVER:
SEED SELECTION
Gross species shall be appropriate for the season and site conditions. Appropriate species are
outlined in Figure TS -2 in the 2002 Guidelines.
TIMING CONSIDERATIONS
Seed with a temporary seed mixture within 7 days after the suspension of grading work in disturbed
areas where the suspension of work is expected to be more than 30 days but less than 1 year.
SITE PREPARATION
Install needed erosion control measures such as diversions, grade stabilization structures, sediment
basins and grossed waterways.
Grade according to plans and allow for the use of appropriate equipment for seedbed preparation,
seeding, mulch application, and mulch anchoring.
SEEDBED PREPARATION
Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If the area hos been
recently loosened or disturbed. no further roughening is required. Soil preparation can be
accomplished by tracking with a bulldozer, discing, harrowing, raking or dragging with a section of
chain link fence. Avoid excessive compaction of the surface by equipment traveling back and forth
over the surlace. If the slope is tracked, the cleat marks shall be perpendicular to the anticipated
direction of the flow of surface water.
If soil testing is not practical or feasible on small or variable sites, or where timing is critical,
fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of
10-10-10 or equivalent. Additionally, lime may be applied using rotes given in Figure TS -1 in the
2002 Guidelines.
SEEDING
Apply seed uniformly by hand cyclone seeder, drill, cultipacker type seeder or hydroseeder at a
minimum rate for the selected species. Increase seeding rotes by 1OX when hydroseeding.
MULCHING
Temporary seedings made during optimum seeding dates shall be mulched according to the
recommendations in the 2002 Guidelines. When seeding outside of the recommended dates, increase
the application of mulch to provide 95X-10OX coverage.
MAINTENANCE
Inspect seeded area at least once a week and within 24 hours of the end of a storm with a rainfall
amount of 0.5 inch or greater for seed and mulch movement and rill erosion.
Where seed has moved or where soil erosion has occurred, determine the cause of the failure.
Repair eroded areas and install additional controls if required to prevent reoccurrence of erosion.
Continue inspections until the grosses are firmly established. Grosses shall not be considered
established until a ground ever is achieved which is mature enough to control soil erosion and to
survive severe weather conditions (approximately 80% vegetative cover).
APPROVED BY THE TOWN OF MONTVILLE
PLANNING & ZONING COMMISSION
CHAIRMAN DATE
PERMANENT VEGETATIVE COVER:
Refer to Permanent Seeding Measure in the 2002 Guidelines for specific applications
and details related to the installation and maintenance of a permanent vegetative
cover. In general, the following sequence of operations shall apply:
1. Topsoil will be replaced once the excavation and grading has been completed.
Topsoil will be spread at a minimum compacted depth of 4".
2. Once the topsoil has been spread, all stones 2" or larger in any dimension will
be removed as well as debris.
3. Apply agricultural ground limestone at a rate of 2 tons per acre or 100 lbs. per
1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre
or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth of 40
4. Inspect seedbed before seeding. If traffic has compacted the soil, retill
compacted areas.
5. Apply the chosen gross seed mix. The recommended seeding dates are: April 1
to June 15 & August 15 - October 1.
6. Following seeding, firm seedbed with a roller. Mulch immediately following
seeding. If a permanent vegetative stand cannot be established by September
30, apply a temporary cover on the topsoil such as netting, mat or organic
mulch.
DEVELOPMENT SCHEDULE/SEQUENCE OF OPERATIONS:
1. Flag the limits of disturbance and schedule preconstruction meeting with Town of
Montville Agent
2. Contact utility companies for scheduling installation of utilities and connections
3. Install the anti -tracking construction entrance.
4. Cut trees within the defined clearing limits and remove the cut wood.
5. Install perimeter erosion and sedimentation controls in accordance with the site
development plan.
6. Chip brush and slash, stockpile chips for use on site or remove off site.
7. Box out driveway and stockpile topsoil in locations shown on the plans. Install
erosion controls around stockpiles and apply temporary seeding.
8. Install and compact processed gravel for driveway base.
9. Remove tree stumps and dispose of at an approved disposal site. Alternatively,
stumps may be chipped in place. No stumps shall be buried on site.
10. Strip and stockpile topsoil that is within the footprint of the site. Surround
stockpile with silt fence or staked hoyboles, and apply temporary seeding in
accordance with recommended mixtures. Divert runoff around the perimeter of
the stockpile.
11.Make all required cuts and fills. Establish the subgrode for the driveway as
required and install additional erosion controls as necessary and as shown on
the plans. Prepare septic field.
12.Inspect perimeter erosion and sedimentation controls weekly and after rain events
in excess of 0.5". Repair any damaged controls and provide additional erosion
control devices as necessary to address areas of concentrated runoff that may
develop as a result of the construction activities. The contractor shall review
discharge conditions with the design engineer or the Town of Montville prior to
installing additional erosion controls. Apply water as necessary for dust control.
13.lnstall utilities to edge of right-of-way.
14. Prepare sub -base for driveway and remainder of the site for final grading.
15. Excavate for building footings, stockpile soil and pour footings & slab. Begin
building construction and installation of septic system.
16. Place topsoil where required and install any proposed landscaping upon
completion of building.
17 -Install first course of pavement to building.
18. When the remainder of the site work is near completion, sweep all paved areas
for the final course of paving. Inspect erosion controls and remove any
accumulated sediment.
19. Install final course of pavement upon the completion of the final structure.
20. Fine grade, rake. seed and mulch to within 2' of the pavement.
21. Remove and dispose of all silt fence and hay bales after the site has been
stabilized to the satisfaction of the Town of Montville.
RESPONSIBLE PARTY FOR E&S MAINTENANCE:
Altin Gjonaj
Advanced Improvements, LLC
61 West Main Street
Mystic, Ct 06355
860) 625-6084
SEPTIC SYSTEM CONSTRUCTION NOTES
1. The building, septic system and well shall be accurately staked
in the field by a licensed Land Surveyor in the State of Connecticut,
prior to construction.
2. Topsoil shall , be removed and in the area of the primary leaching field
scarified, prior to placement of septic fill. Septic fill specifications are as follows:
Max. percent of gravel (material between No. 4 & 3 inch sieves) = 45%
GRADATION OF FILL MINUS GRAVEL
SIEVE PERCENT PASSING PERCENT PASSING
SIZE (.,WET SIEVE (DRY SIEVE
No. 4 100% 100%
No. 10 70% - 100% 70% - 100%
No. 40 10% - 50% 10% - 75%
No. 100 0% - 20% 0% - 5%
No. 200 0% - 5% 0% - 2.5%
Fill material shall be approved by the sanitarian prior to placement.
It shall be compacted in 6" lifts and shall extend a minimum of
five feet (5') around the perimeter of the system. Common fill
shall extend an additional five feet (5') down gradient of the system
10' total) before tapering off at a maximum slope of 2HA V.
3. Septic tank shall be two compartment precast 1000 gallon tank with
gas deflector and outlet filter as manufactured by Jolley Precast,
Inc. or equal.
4. Distribution boxes shall be 4 hole precast concrete as manufactured
by Jolley Precast, Inc. or equal.
5. All precast structures such as septic tanks, distribution boxes, etc.
shall be set level on six inches (6') of compacted gravel base at the
elevations specified on the plans.
6. Solid distribution pipe shall be 4" diameter PVC meeting ASTM D-3034
SDR 35 with compression gasket joints. it shall be laid true to the
lines and grades shown on the plans and in no case have a slope less
than 0.125 inches per foot.
7. Perforated distribution pipe shall be 4" diameter PVC meeting ASTM D-3034
or ASTM F1760 for SDR 35, or ASTM F810 for SDR 38.
8. Sewer pipe from the foundation wall to the septic tank shall be
schedule 40 PVC meeting ASTM D 1785. It shall be laid true to the
grades shown on the plans and in no case shall have a slope less
than 0.25 inches per foot.
9. Solid footing drain outlet pipe shall be 4" Diameter PVC meeting
ASTM D 3034, SDR 35 with compression gasketed joints. Footing
drain outlet pipe shall ngi be backfilled with free draining
material, such as gravel, broken stone, rock fragments, etc.
10. Septic sand shall meet the requirements of ASTM C-33 with less
than 10% passing a 100 sieve and less than 5% passing a 200 sieve
SIEVE SIZE % PASSING
CONSTRUCTION ENTRANCE
MOT W XWE
2am ! 'STAKES
a a o 0 0 0
It nry f7(IST>i11G (MADE
BAYBALE BARRIER
NOT 70 SCALE
COMPACTED
EACKFILL .
0.375 100
4 95-100
8 80-100
16 60-85
30 25-60
50 10-30
100 10
200 5
CONSTRUCTION NOTES/GENERAL PROVISIONS
1. The locations of existing utilities are based upon
visible field observations, record mapping and
interviews with the property owner and abutting
property owners. They are is shown for
informational purposes only. Contractor shall
coordinate exploratory test hole excavation with the
Engineer if necessary to verify and/or determine
actual locations of some utilities & structures. It
is the responsibility of the contractor to verify the
location and elevation of all utilities. Contact "CALL
BEFORE YOU DIG" at 1-800-922-4455, and obtain
all applicable permits, prior to any excavation
around utilities.
2. All existing site features not scheduled to remain
shall be removed and disposed of in a proper
manner, by the contractor.
3. All Materials and methods of construction shall
conform to "State of Connecticut, Department of
Transportation, Standard Specifications for Roads.
Bridges and Incidental Construction, Form 817", and
supplements thereto.
4. The Contractor shall obtain copies of all regulatory
agency permits from the Owner prior to any site
disturbance.
5. Unless otherwise noted on the plans, the
contractor shall use the geometry provided on the
construction plans. Benchmark information shall
be provided to the contractor by the Owner or the
Owner's surveyor. Any discrepancies between field
measurements and construction plan information
shall be brought to the attention of the Engineer
or Surveyor immediately.
6. The Contractor shall not revise elevations or
locations of items shown on the plans without
written consent of the project Engineer or
Surveyor.
7. The Contractor shall protect benchmarks, property
corners, and other survey monuments from
damage or displacement. If a marker needs to be
removed, it shall be referenced by a licensed land
surveyor and replaced as necessary by the some.
8. The Contractor shall be responsible for preparing
and compacting base for proposed pavement.
Owner shall provide general fill to establish
subgrade - contractor shall spread and compact.
Contractor shall provide, spread and compact
required processed aggregate
9. The entire project site shall be thoroughly cleaned
at the completion of the work. Clean all installed
paved areas, accumulated silt and sediment, plus
all adjacent areas affected by the construction
activities as directed by the Owner or the
jurisdictional Agency.
48'
r CLEAN FINE TO MEDIUM SAND
4" III=1 I roPsoft =III- - wrrH SOME SILT
4" II B1LTY SUBSOIL III= FILTER FABRIC
2 = 4" DIA. PERF. PVC PIPE
20" p
I FiL ELEI/ATION
IIGRADEa
a° a°.a-
1 BROKEN STOKE _ EXISTING
6"
REMOVE ExIsnNc roPsorL
III=III=III=III=111 III=
SOIL FOR ABSORPTION SEE DEEP TEST HOLE EVALUATION
18" MIN.
48" MIN.
o GWT
BEDROCK
O
APPROVED SEPTIC FILL TO EXTEND 5' AWIUND THE PL:RIMETER OF TRENCHES
TYPICAL LEACHING
TRENCH SECTION,
WT M SCALE
ANGLE 10' UP SLOPE
FOR STAMM AND
SELF C"#X
SILT FENCE
1.5"x1.5"x42" STAKE DRIVEN ON
DOWNSLOPE SIDE OF TRENCH
EXTEND a OF SILTFENCE BELOW
ANGLE STAKE 2' - 20' UPSLOPE
SET STAKE 12" MINIMUM INTO GRADE
STAKED HAYBALES MAY BE SUBSTITUTED
FOR SILT FENCE
SILT FENCE LOCATED
5-10' FROM TOE OF
SLOPE
2X2 5/8 16 GA. WIRE MESH
i
kn
fKNOCKOUT INLET AND
OUTLET OP0I 4GS
FWT C""W.- F7T ;
PLAN
PWADE POSRIVE 09ADE •1
94NHOLE COVEY? TO PREVENT
GROUNDWATER FROM ENTERING
COVER • r FIELD, •• 1 r
COVERS r MDE
FIN
I 1 r 1 /_I-I
NLS7 wJ VENT 4 3" VENT
LIQUID LEVEL J 4 RE BAR 6" 0/C
HOT / 4` UTLET
d
TANK SHALL HAVE
N ASPHALT SEAL WATERI)G ff WALLS
LOVED W17H AND BOTMW4v
SCIRIDUff, 140 118N 1W
KEr 60' GAS "
1 DEFLECTOR
4
r- -i 6"
CROSS SECTION
1000 GALLON,
2 COMPARTMENT
HEAVY DUTY SEPTIC TANK
NOT TO SCALE
OVERFLOW D -BOX
WT TO SIC4LE
r 4
STOCKPILE
r_
EXISTING BACKFILLED TRENCH] SUBGRADE
SILT FENCE @ TOE OF SLOPE APPLICATION,
WT 70 SCALE
90' PVC ELBOW
2X2 5/8 16 GA. WIRE MESH
1 1/2"7r,
M
r -
W
d-
co
2'
STANDARD D -BOX
NOT 70 SME
FINISHED GRADE
NATIVE BACKRLL FREE OF
STONE LARGER 7NM 8"
COMPACTED OV 12" LIFTS
Z
OEIECTABLE WARNING TAPE
0
M \
W11
TELEPHONE CONDUIT J CATV CONDUlfELECTRICCONDUITJ
NOTE' CONTRACTOR SHALL PROVIDE SILT/CLAY aW AT 100' INTERNALS ALONG PROPOSED
UTMY TRENCH TO AVOID TRANSPORTING INTERCEPTED WATER
UNDERGROUND UTILITY TRENCH
NOT 70 SCALE
0 R I E W N LY
4s : Q N S I ICTION,
w
5/24/2019 ADDITIONAL REVIEW COMMENTS/'TEST PIT INFORMATION
5/10/2019 REVIEW COMMENTS
DATE DESCRIPTION
REVISIONS
DETAIL SHEET I
PREPARED FOR
ADVANCED
IMPROVEMENTS, LLC
393 BUTLERTOWN ROAD
own
FWT C""W.- F7T ;
PLAN
PWADE POSRIVE 09ADE •1
94NHOLE COVEY? TO PREVENT
GROUNDWATER FROM ENTERING
COVER • r FIELD, •• 1 r
COVERS r MDE
FIN
I 1 r 1 /_I-I
NLS7 wJ VENT 4 3" VENT
LIQUID LEVEL J 4 RE BAR 6" 0/C
HOT / 4` UTLET
d
TANK SHALL HAVE
N ASPHALT SEAL WATERI)G ff WALLS
LOVED W17H AND BOTMW4v
SCIRIDUff, 140 118N 1W
KEr 60' GAS "
1 DEFLECTOR
4
r- -i 6"
CROSS SECTION
1000 GALLON,
2 COMPARTMENT
HEAVY DUTY SEPTIC TANK
NOT TO SCALE
OVERFLOW D -BOX
WT TO SIC4LE
r 4
STOCKPILE
r_
EXISTING BACKFILLED TRENCH] SUBGRADE
SILT FENCE @ TOE OF SLOPE APPLICATION,
WT 70 SCALE
90' PVC ELBOW
2X2 5/8 16 GA. WIRE MESH
1 1/2"7r,
M
r -
W
d-
co
2'
STANDARD D -BOX
NOT 70 SME
FINISHED GRADE
NATIVE BACKRLL FREE OF
STONE LARGER 7NM 8"
COMPACTED OV 12" LIFTS
Z
OEIECTABLE WARNING TAPE
0
M \
W11
TELEPHONE CONDUIT J CATV CONDUlfELECTRICCONDUITJ
NOTE' CONTRACTOR SHALL PROVIDE SILT/CLAY aW AT 100' INTERNALS ALONG PROPOSED
UTMY TRENCH TO AVOID TRANSPORTING INTERCEPTED WATER
UNDERGROUND UTILITY TRENCH
NOT 70 SCALE
0 R I E W N LY
4s : Q N S I ICTION,
w
5/24/2019 ADDITIONAL REVIEW COMMENTS/'TEST PIT INFORMATION
5/10/2019 REVIEW COMMENTS
DATE DESCRIPTION
REVISIONS
DETAIL SHEET I
PREPARED FOR
ADVANCED
IMPROVEMENTS, LLC
393 BUTLERTOWN ROAD
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil En&eeting & Surveying
114 W estcott Road
P.O. Box 421
Killingly, Connecticut 06241
860) 779-7299
www.killinglyenginecring.com
DATE: 1/24/2019 DRAWN: AMR
SCALE: NOT TO SCALE DESIGN: NET
SHEET: 3 OF 4 CHK BY: ---
DWG. No: CLIENT FILE JOB No: 18150
SEE NOTE 12, SHEET 3 FOR SEW FILL SPECoFrAWNS M DESIGN DATA
210
210
Percolation Rate = 30.1 - 45 min. / in.
UAII, T OF APPROVED
SEPTIC FXL S0' MIN 10,000 S.F. commerical garage = 4,000 s.f./200 s.f. floor area per
w/4,000 S.F office space above* 20 employees x 20 GPD per emp
UANT OF APPROVED 400 GPD design flow
r . ,..SEPTIC Flu.
205 - _
205 =
EXTEND FILL Effective Leaching area 400 GPD / 0.7 GPD per s.f. of I
8. -" - -- - - - - - - - 10' MIN 571.4 s.f. of ELA required
GRADE - -- - - - - _ - • • :sf.::: n-rr r• :.' ' :: - Tarr. .: -
AGM? _ - -=.,•:-f : . sr: .i . ; rriii•
r.`
w.r. < - _
MW
r. .;. Length Required (stone trenches) 571.4/3.0 _ 190.50 I.f.
Length Provided = 2 (108') = 216 I.f.
200
200 Min. Leaching System Spread 54 x 1.33 x 3.0 = 215.5'
0 10 20 30 40 50 fi0 70 MESS)
MLSS Provided = 216' (piggy back system)
30 15 0 30
GRAPHIC SCALE IN FEET
i__0 IP
0.28' FND
N
DETAIL
NOT TO SCALE
SURVEYOR SHALL SET A BENCH
MARK IN THE AREA OF THE
SEPTIC SYSTEM AT THE TIME
OF CONSTRUCTION STAKE -OUT.
SEPTIC TANK
1000 GALLON
TWO COMPARTMENT
F/LIN=210.25
F/LOUT =210.10
DISTRIBUTION BOXES
D-1 (OVERFLOW)
IN = 205.57
F/L OUT = 205.40
OVERFLOW = 205.70
D-2 (STANDARD)
IN = 202.67
F/L OUT = 202.50
FOR ALL CONSMUC77ON NOTES AND
DETAILS SEE SHEET 3 OF 4.
LEGEND
1134,
N F.F. FINISHED FLOOR
ADVANCED
0 IRON PIN TO BE SET
206
O IRON PIN FOUND
114 Westcott Road
0 UTILITY POLE
85"
C3CB CATCH BASIN
so Is PERCOLATION TEST HOLE
so
N
with Silt and Stones
TEST HOLE
to
BUILDING MOUNTED LIGHT
all
3
Peter C. Silveira i
SITE LIGHTING FIXTURE
i 100--- EXISTING CONTOURS
Mop 5, Block 31, Lot 00 /
11007--- PROPOSED CONTOURS
205 6 \
LIGHT INDUSTRIAL78
Gray and Brown and Loamy Sand to
BUILDING SETBACK LINE
N/A
77"
STONE WALL
n/f
Double Down, LLC
Map 5, Bk)ck 29, Lot 00
LIGHT INDUSTRIAL
208
CROSS SECTION "A -A"
SCALE: 1" = 5'
276
k
pc 60
4.
Z`74
212_
I/ n/f \
Lombardi Business Park
NN N N N Mop 5, Block 27, Lot I 210rnPNo / LIGHT INDUSTRIAL `
212
218 1 .6 -----
POSTING ----- -- -- '--
214
TREELINE 1,000 GALLON H-20 - - - - S 4T59'54 • EAI1C' 30' !+
215.2 WELL , -_..
215.7 +21 A
I +215.4 1 I •23208'_+
SCHED 40 PVC ` , + 216.2
Y It ` 16.0 x 6' HIGH I
E LINKFENC
215. ` ---
215.6 /
o _
14.1
P1ROPM 10,040 SF. COMMER AL
W14,OW S.F. OcFW SRAffm/
C0WFF=210.50 /
1 .5 21 +
2' 212.3 •-_-,`
214
270
h
JK
6. +
8.9 209.8
2 ` \
L0 %P 207.2
jr
4
4
12
245 LF. - 4'
SCHED 40 PVC
1 F
1 4
X02
03.1
LA
798 -
1
209.9
6 -
07.4
07.
30
3.4
12-2- - -212
210
09.6
J8.4 W
Cb
208
w -A
2056.ca
01N
SLEEVE 4' PVC IN 6' \
CAST IRON PIPE ACROSS \ +07.2 +206.
TRUCK ENTRANCE \
l Zo6
05.5
205. -
A
T, - 2'
D- -
7- 2 2 i 205.0
r Z06 TP f
O J TH-2
3 PERC
18
TP
TP
1 - 18C- +202.3
18D --- - -
f- --s:-
201.3 +
Tj'l9 2
01.2
18
AREA 2.175 ACRES
n/f
Town of East Lyme
Mop 5, Block 27, Lot 5
LIGHT INDUSTRIAL
UA#T OF APPROVED SEPAL FILL
YAROUND SYSTEM PERIMETER
2ok"
10OX SEPTIC RESERVE
202
4' WIDE X 12' DEEP
STONE LEACHING TRENCH
138.49'
2
0 W _ 2 0.
w RCP N\
1j* U 1 CB
LES 1. -
0/ - " JV 00.74
i A
SNETT
11882
WELL ' / °o
I
1
WELLl
ND E. THIBEAULT, JR., P.E. DATE
LEACHING FIELD
Two (2) - 108' rows of 4' wide x 12" deep stone leaching trenches
set 50' apart (piggy back) to achieve required MISS
TEST HOLE DATA - ApIfiI 2004
Robert Russo
JET PIT DEATH
1 B 0"- 9"
9"- 21 "
21"- 97"
18B
18C
Ledge
GWT
Mottling
0"- 11"
11"- 25"
25"- 87"
Ledge
GWT
Mottling
0"- 8"
8"- 27"
27"- 80"
Ledge
GWT
Mottling
0„- 9"
90 28"
28 96"
Ledge
GWT
Mottling
PROFILE
Topsoil Brown Fine Sandy Loam
SEPTIC SYSTEM DESIGN PLAN
Subsoil Yellow Brown Sandy Loam
ADVANCED
with Silt and Stones
393 BUTLERTO WN ROAD
206
to
0
114 Westcott Road
n/f 11.1'
85"
21"
DRAWN: AMR
Topsoil Dark Brown Fine Sandy Loam
Subsoil Yellow Brown Sandy Loam
58
with Silt and Stones
DWG. No: CLIENT FILE
to
Peter C. Silveira i
N/A
N/A
Mop 5, Block 31, Lot 00 /
Topsoil Dark Brown Fine Sandy Loam
Subsoil Yellow Brown Sandy Loam
205 6 \
LIGHT INDUSTRIAL78
Gray and Brown and Loamy Sand to
Sand with Stones
N/A
77"
27"
Topsoil Brown Fine Sandy Loam
o
Subsoil Yellow Brown Sandy Loam with
S•
204
v 204
Sand with Stones Mottles
N/A
20
28"
90v
I EXISTING 0
i. WELL.
m
1 F
1 4
X02
03.1
LA
798 -
1
209.9
6 -
07.4
07.
30
3.4
12-2- - -212
210
09.6
J8.4 W
Cb
208
w -A
2056.ca
01N
SLEEVE 4' PVC IN 6' \
CAST IRON PIPE ACROSS \ +07.2 +206.
TRUCK ENTRANCE \
l Zo6
05.5
205. -
A
T, - 2'
D- -
7- 2 2 i 205.0
r Z06 TP f
O J TH-2
3 PERC
18
TP
TP
1 - 18C- +202.3
18D --- - -
f- --s:-
201.3 +
Tj'l9 2
01.2
18
AREA 2.175 ACRES
n/f
Town of East Lyme
Mop 5, Block 27, Lot 5
LIGHT INDUSTRIAL
UA#T OF APPROVED SEPAL FILL
YAROUND SYSTEM PERIMETER
2ok"
10OX SEPTIC RESERVE
202
4' WIDE X 12' DEEP
STONE LEACHING TRENCH
138.49'
2
0 W _ 2 0.
w RCP N\
1j* U 1 CB
LES 1. -
0/ - " JV 00.74
i A
SNETT
11882
WELL ' / °o
I
1
WELLl
ND E. THIBEAULT, JR., P.E. DATE
LEACHING FIELD
Two (2) - 108' rows of 4' wide x 12" deep stone leaching trenches
set 50' apart (piggy back) to achieve required MISS
TEST HOLE DATA - ApIfiI 2004
Robert Russo
JET PIT DEATH
1 B 0"- 9"
9"- 21 "
21"- 97"
18B
18C
Ledge
GWT
Mottling
0"- 11"
11"- 25"
25"- 87"
Ledge
GWT
Mottling
0"- 8"
8"- 27"
27"- 80"
Ledge
GWT
Mottling
0„- 9"
90 28"
28 96"
Ledge
GWT
Mottling
PROFILE
Topsoil Brown Fine Sandy Loam
SEPTIC SYSTEM DESIGN PLAN
Subsoil Yellow Brown Sandy Loam
ADVANCED
with Silt and Stones
393 BUTLERTO WN ROAD
Gray and Brown and Loamy Sand to
Sand and Gravel with Mottles
114 Westcott Road
N/A
Killingly, Connecticut 06241
85"
www.killinglyengineering.com
21"
DRAWN: AMR
Topsoil Dark Brown Fine Sandy Loam
Subsoil Yellow Brown Sandy Loam with
with Silt and Stones
DWG. No: CLIENT FILE
Gray and Brown and Loamy Sand to
Sand with Stones Mottles
N/A
N/A
N/A
Topsoil Dark Brown Fine Sandy Loam
Subsoil Yellow Brown Sandy Loam with
Silt and Stones
Gray and Brown and Loamy Sand to
Sand with Stones
N/A
77"
27"
Topsoil Brown Fine Sandy Loam
Subsoil Yellow Brown Sandy Loam with
Stones
Gray and Brown and Loamy Sand to
Sand with Stones Mottles
N/A
N/A
28"
NOTE: PER UNW HE&7H DISTRICT
APAPPROVAL,BUILDING SHALLNOTOL
OCCUPIED BY MORE W 20 EMPLOYEES
OR ft. I IEW C SLY
I FOR : ON....TF JCTION
TO MY KNOWLEDGE AND BEUEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTED HEREON,
GREG A. G E, L.S. LIC. NO. 70191 DATE
NO CERTIFI TION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS
THE ORIGINAL SEAL AND SIGNA1 JRE OF THE LAND SURVEYOR.
l %'_ Douis
1Jw
j D
w (ROUTE 85)
1Dp" LIMIT OF PUBLIC WATER
SUPPLY WATERSHED
a
Locus l C 11 CIS
Ro UAW
uAM
umNe
J
LOCATION MAP
SCALE: 1 ' = 1000'
BEFORE YOU DIG
CALL BEFORE YOU DIG
AT LEAST TWO FULL BUSINESS DAYS
BEFORE DIGGING OR DISTURBING EARTH
DIAL 811 OR 1-800-922-4455
NOTES:
1. This survey has been prepared pursuant to the Regulations of
Connecticut State Agencies Sections 20-300b-1 through 20-300b-20
and the "Standards for Surveys and Maps in the State of Connecticut"
as adopted by the Connecticut Association of Land Surveyors, Inc.
on September 26, 1996;
This survey conforms to a Class "I' horizontal accuracy.
Topographic features conform to a Class "T-2", "V-2" vertical
accuracy.
Survey Type: Improvement Location Survey.
Boundary Determination Category: Dependent Resurvey.
2. Zone = LI.
3. Owner of record: Advanced Improvements, LLC
61 West Main Street, Mystic, CT 06355
See Volume 623, Page 1053
4. Parcel is shown as Lot #4, Block #27 on Assessors Map #5.
5. Elevations shown are based on an assumed datum. Contours taken from
actual field survey. Contour interval = 2'.
6. Parcel lies within Flood Hazard Zone 'X' (areas of minimal flood
hazard) as shown on ARM Map #09011 C0337G Effective Date: 7/18/2011.
7. Before any construction is to commence, contractor shall contact
CALL BEFORE YOU DIG" at 1-800-922-4455 or 811.
MPTP REFERENCES:
1. "Subdivision Plan -Prepared for Lombardi Business Park - Zaist
Property - Montville, Connecticut - Scale: 1" = 100' - Date: May
2004 - prepared by: Boundaries, L.L.C." On file in the Town of
Montville Land Records as Map #1980.
2. "Easement Map - Easement Area To Be Granted To - Connecticut
Light & Power Co. - Across Property Of - Lombardi Business Park,
LLC - Bultertown Road (Route 161 & Sachatello Dr. - Town of
Montville, Connecticut - Scale: 1 = 100' - Date: 6/14/05
Sheet E5153 - Prepared by: CLA Engineers, Inc." On file in the
Town of Montville Land Records as Map #2049.
3. "Map 5 Lot 27-001 - 1 Sachatello Industrial Drive - Wide World
of Indoor Sports Go -Cart Facility - Lot 13, 14, 15 & 18
Reconfiguration - Sachatello Industrial Drive & Butlertown Road
Town of Montville, Connecticut - Scale: 1 " = 100' - Date: March
2016 - Revised to: 4/26/16 - Sheet No. 1 - Prepared by: Green
Site Design, LLC." On file in the Town of Montville Land Records
as Map 2551.
5/24/2019 ADDInONAL REVIEW COMMUVIT/'TES7 PIT INFORMATION
5/10/2019 REVIEW COMMENTS
DATE DESCRIPTION
REVISIONS
IMPROVEMENT LOCATION SURVEY
SEPTIC SYSTEM DESIGN PLAN
PREPARED FOR
ADVANCED
IMPROVEMENTS, LLC
393 BUTLERTOWN ROAD
MONTVILLE, CONNECTICUT
Killingly Engineering Associates
Civil Engineering & Surveying
114 Westcott Road
P.O. Box 421
Killingly, Connecticut 06241
860) 779-7299
www.killinglyengineering.com
DATE: 1/24/2019 DRAWN: AMR
SCALE: 1" = 30' DESIGN: NET
SHEET: 2 OF 4 CHK BY: ---
DWG. No: CLIENT FILE JOB No: 18150