HomeMy WebLinkAboutFinal Site Plans 08142022j L
TO OXOBOXO ROAD
MONUMENT
FOUND
NIF
STEPHEN PRICE
0 L U
NIF
RTT 05ELOPMENT, INC.
IRON PIPE FOUND
N5692AIng-u,
NIF
WILLIAM N. GALBRAITH FLORENCE M. GALBRAITH
VOL 1 14 / PG 341
MONUMENT
FOUND
MAIP.- _R
LOCATION ., MAP
SCA�E 1 00
TO BE SET IRON -PIN 1 -) SUBDIVISION PLAN "FOREST ACRES" MADE FOR DENNIS AND BARBARA TO BE SET cly SEE NOTE 10 HALE OLD COLCHESTER ROAD & FORSYTH ROAD, MONTVUE, CONNECTICUT, -RNING ACTIVITIES CONCE NIF a R, P 'H, CONNECTICUT LOT #lK IN OR N EAR WETLANDS SCALE 1 50', BY CHANDLE ALMER & KING, NQRWIC ROMONA FERNANPEZ JANUARY 7, 1986 WITH ADDITIONS AND REVISIONS TO JUNE 3, 1986. 1322, OLD COL R C' cv VOL 32 CHESTE ROAD .Vl 43,18, llr) 0 PG 256 K -F- #22? 89
. . . . . . . . . . . AREA 2-58�±_ ACR t. ...... . . . . . . . . . . . ... ....... SUR _.YU -N OTE5
(I 12o58,3± SF) k VEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
\ro CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH
OF IN -LAND WETLANDS
THIS SUR TE LIMITS
APPROXIMA
IRON PIN TO BE SEF —30U —20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE
SEE NOTE 1 0 20
PER MAP REFERENCE
OF CONNECTICUT- AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND CONCERNING ACTIVITIES Y SURVEI/ORS, INC. ON SEPTEMBER 26, 1996. AND IS A PROPERTY/BOUNDARY
AND OPOGRAPHIC SURVEY CONFORMI,NG TO HORIZO,NTAL CLASS A
.......... .... [N OR NEAR WETLANDS —2 AND
TOPOGRAPHIC T-2 STANDARDS OF ACCURACY.
I#118 0
-SESS
LOT #1/ IRON P[N SHOWN ON AS OR$ MAP 44 LOT 1. THE NEW PARGE W LL
Z 2.) SITE . . . . . . . . . . . . . . . t 1J, lK, AND 1L, AS ASSIGNED 8 FORSYTH ROAD NIF
BEN F. & LEIGH A. TVILLE. \W CONCERNING ACTIVITIE ..$ BY THE ASSESSOR OF THE TOWN OF MON
WS
IN OR NEAR WETLA NDS IDZIENGIELE K1
AREA 0. 93 ACRES U) D
[RON PIPE e-- r- .) BASE FOR LEVELS: APPROXIMATE NGVD 1929.
FOUND (40; 6,35-+ �.)r) VOL 190 PG 721
��L �7
0 D z 4) IRON PIN, DRILL HOLE, OR MONUMENT TO BE SET AT ALL LOT CORNERS. V) 0 FLAGGE LIMITS OF .�w -ND WETLA 44 5.) TOTAL AREA 6.00:t ACRES C) c
V) S Ld
. ....... . ... E D FOR THE DEVELOP -M.
LQ.TS 1 1, 1 J, AN) 1
6 ENT OF z
u 4AY 3, 2002. uj _j S HEALTH DISTRICT IN A LETTER
0 EPTIC SYSTEMS BY THE UNCA
L DATED K
CONCERNING ACTIVITIES 0.0 -0, 7.
IN OR NEAR WETLANDS LOT 1 L TO BE CONNECTED TO MUNICIPAL SEWER,
�7 V) ---
0, —SITE WELLS.
0
i8.) ALL LOTS TO BE SERVICED BY ON
c)
0 -
wt WLF, CL i -VE PAVED DRIVEWAY APRONS IN ACCORDANCE WITH THE
9.) LOTS WILL HA
r�4 TOWN OF MONTVILLE IMPROVEMENT DETAILS.
LA -A -VIEW ARE -S
ND RE
Il10.) THIS LOT CONTAINS INLAND WETLANDS AND UP WLF OF WHICH ARE REGULATED PURSUANT TO
'D BY THE TOWN OF MONTVILLE INLAND WETLANDS
REGULATtONS PROMULGATE Alo SECTION 22a-38 OF THE CONNECTICUT GENERAL STATUES, CANNOT BE AN
-ULA
D WATERCOURSES COM.MISSfON. REG -TED ACTIVITIES, AS DEFINED IN
00, . ... . CONDUCTED IN AN INLAND WETLAND AREA OR UPLAND REVIEW AREA
ADJACENT THERE -TO WITHOUT FI,R5T OBTAINING A PERMIT THEREFOR FROM RON PIN -ES
THE TOWN OF MONTVILLE INLAND WETLANDS AND WATERCQURS
TO BE SET ---- - ------ V, ION. PURSUANT TO REGULATIONS PROMULGATED BY THE TOWN OF COM�v!15S
MONTAI-LE INLAND WETLANDS AND WATERCOUR5 'ON, THE ES COMMISS[ FEET OF ALL DESIGNATED
NIF
UPLAN:D --AS
COMMIS$ION REGULATE$
ARE WITHIN 50
THE LIMIT OF THE WETLANDS ARE D ELINEATED ON THIS -AS
WETILAND ARE
JUANITA 8. SMITH
SUBDIVISION PLAN AND HAVE BEEN ACCEPTED AS ESSENTIALLY CO:RRECT BY IES THE T6WN OF MONTVILLE INLAND WETLA
U.) V)
SSION. z z COMMID NIF z
0 0
DARRY L. & If
Z_ -QUIRE INLAND WETLANDS Lo 11.) AODITIONAL WORK ON EACH LOT MAY RE
KATHRYN F. McCARTHY 0 -SION APPROVAL IF IT INVOLVES DISTURBANCE IN ANY ,TED OR 'A KPIR COMMI" REGULA
U) IV) HATCHE ARE ESENTS UPLAND REVIEW AREA.
-TION EASEMENT AREA CONSERVA A Ik) - F_
A' it TS `APPROX IRA bMI% >
04 (N N (14 N
IIN�AND'\WE7LAND$ NIF
P�ER M�P\REFEREk�\ Lj
04
04 C14 �q_ DONALD C. &
DELORES M. GORDON tol tf) Po �p co
I0
VOL 0 0 0 0 0
low to tmin . . ...... . ....... ... FILE tIF ItIINIF EN: RGY TECHNIQUES AS PRESCRIBW Br L HAVE BEEN CONSIDERED KEVIN. J. & IS PLAN 'N ROBIN A. MUSTO 0 Q� 0!� ll� 0
III VT ISIG'NATQR�7 E QL T&l PIPE FINAL LIMITS Of INLOD WETLANDS AS FLAGGED tF�UNY__j SUBDIVISION -,,,PRO GRANTED BY THE N 1. E PLAN AN ZONING COMMISSION LLGEN CALE: 40 MO BY [AN DATE 03/07/2002
NIF S DONALD J. DATE SIQNATURE DATI� LORI A. BRENNAN NIF N/F LESLIE C. & VOL VOLUME QUA�ITY CONTROL CERTIFICATION, VOL 164 PG �916 JUNE C. WALTER KNOW 'NO 13 'AN A OROUP KWw PATE� TO MY FLIEF, THIS MAP IS SUBST PG PAGE IR T
)N P' N
BE SE'
1 -32
IRON PIN E 0 -ALL WORK n ,
MPL HEREON. SH
PROJECT MANAGER DATE CORRE VOL 11BIPG 404 kWLF FET
SURVEY 2Q Q 40 LIMITS OF FLAGGED INLAND WETLANDS �O F 3
4 �4 /0 7 ENVfRQNMENTAL / v I./ DAk - — - - - - ?, - " GRAPHIC SCALE IN FEET STONE WALL
WE E RIOA'RD W SRbUSE L, Si. #9679 z CIVIL 11- 1-1 IM A I
ARCRITECTURAL
. .... . . ..... . .. . ...... . . .. . . . . . . . . . . ....... . ..... ........ .... . .... . . ........ ....... ................. .. ... ... .... - - ------ ----------------- ----------------- - ---- ----- 00 PERQOI QN BA N -5 P�k 'UNA8 HEALTH DIS3RIQT LOT 11 8.88 MINUTES INCH REMOVE -EXISTING CONCRETE DRIVE KMOV� EXISTING BITUMINOUS APRON qj PROVIDE BITUMINOUS CURB 4c BITUMINOUS WAL ,K PROVIDE BITUMINOUS CURB bjU LOAM AND SEED DI=.RBED AREA LOT 1J 7.33 MINUTES INCH *.,- ot LOAM AND SEED DI=1R$ED AREA Z! MATCH EXISTING BITUMINOUS APRON EXISTING STRUCTURES LOT 1 K 13 MINUTES INCH L REMOVE FENCE A$ NECESSAR Y'- TO 15E REMOVED .—MATCH MSTINQ -NCHWRK PROVIDE SILT FE REMOVE FENCE AND NOE OR HAYBALES BITUMINOUS APRON PIN 'IFION (TYPI & CURB AS NECESSARY, MAINTAIN THROUQHOUT` CON.=.., -UC TOP OF 1RQN ROD PROVIDE BITUMINOUS ON TF=524.7 ELEVATIONz;;526.84 PROVIDE CL ,EANOUT FOUR BEDROOM RESIDENCE 8 STUB INV=521.7± ... .... - 23.0± INVERT 5 LOT 1 1 CL&_p PROVIDE NEW SEWER SERVICE x 1. 2 8 2 LF 126 LF 8" PVC (O O.8X) ENGINEERED SEPTIC SYSTEM REQUIRED a_ LOT 1 J oil COLCHESTER 42 x 2 x 1.2 101 LF -528� OLD _Wl ENGINEERED SEPTIC SYSTEM REQUIRED CL&P CL&P #6952 5 CPP #6951 ROAD LOT I K -6 1.5 x 2 108 LF IV #69,50 SMH TF=525.93 x ROCK Ipp TEST HOL, THj DATA
TH# cl 109 '110 bt-- 02 PER UNCAS HEALTH DISTRICT 09/06/2001 PER UNCAS HEALTH DISTRICT 03/28/20 _H 3 ST AREA TEST HOLE # TEST ROLE #1
PROPOSED 44 105 WELL 0— I 0" TOPSOIL 0"-6 TOP -SOIL —16" SANDY SUBSOIL —28 SUBSOIL 1 0 6 7 Q�o cu-) PERC stv 16"-78 GRAVEL 28"-85" GREY COMPACT SILTY SAND # 107 TF= 5�29 6 7 B ITER, NO MOTTLING 1H# #1 NO LEDGE, NO WA NO LEDGE, NO WATER, MOTTLING 0 32" K INV=521 .0±
A PROVIDE MM.HOLE - T TEST HOLE )LOT TEST ROLE #10
-XISTINQ CLEANOUTS -9 0-9 TOPSOIL E 0" - " TOPSOIL
SET TOP OF FRAME AT -15" SAN -OIL 9" DY SUBSOIL —25" SUBS
25"-80" GREY COMPACT SILTY SAND
DE 15"-80" GRAVEL
EXISTING GRA �R' ATIQN �526-0* -E, NO WATER, MOTTLING 0 6" NO LEQG
CL&P ��LW
NO LEDGE, NO WATER, NO MOTTLING
VERIFY INVERT EaVATION IN FIEL TH -E TEST HOL 102 1 O" TOPSOIL 'OIL
TEST HOLE #3
0— 1 1 TOPS
10"-25" BROWN MED SANDY LOAM P-5 0 1 L 1 1 "-34" SUBSOIL
TOPSO 25 P1_30�1 SI LT
#1L 34"-88" GREY COMPACT SILTY SAND
S OCKPILE IL LOT 3 —84" -GREY MED COMP SILTY SAND AREA STOCKPILE 0" NO LEDGE, NO WATER, MOTTLING 0 33
AREA PROPOSED FOOTING NO LEDGE, NO WATER, MOTTLING @ 30" LO DRAIN (TYPICAL) PROP -S TEST HQLE #4 i-8" T PS WELL PROVIDE SILT FENCE OR HAYBALE 0"-14 op TOPSOIL 0 0 OIL
—31 " SUBSOIL
MAJNTAIN THROUGHOUT CONSTRUCTION (TYPICAL) 14"-28 BROWN MED SANDY LOAM 8" 31 "-75" GREY COMPACT SILTY SAND 28-34" SILT PROVIDE NO LEDGE, NO WATER, MOTTLING 0 28
-REY MED COMP SILTY SAND G
M.IN1QV TH 8 I TIU S b, WLF NO LEDGE, NO WATER, NO MOTTLING
TES APRON \# APPROXIMATE LIMITS —1 1 TOPSOIL
0"
TEST HOLE #
OF INLAND WETLANDS
1 1 "-30" SUBSOIL 0"-9" TOPSOIL
co/ PR s 9"-24" BROWN MED SANDY LOAM 30 CT SILTY $AND
-OP05ED NO LEDGE, NO WATER, MOTTLING 0 44 24-60" MED COMP GREY SILTY SAND
WE _L I0, LEDGE @ 60", NO WATER, NO MOTTLING TEST J.OLE #1. )5
-1 2" TOPSOIL v 0"
—45" SUB -SOIL 12"
0"-10" TOPSOIL
56U J uv —32" BROWN ME 32"-79' GREY -SILTY SAND 1 6, 0
Z
1 0"
45"-84" GREY SILTY SAND
TH PRIMAR NO LEDGE, NO WATER, MOTTLING 0 45"
Li
CL&P LEDGE 0 79", NO WATER, MOTTLING @ 36" TEST HOLE #1 06
THII —9" TOPSOIL 0
0 9"-27' SUB.' -OIL �S �8" TOPSOIL
STOCKPILE 0 10 THj 101 0
OIL w 10!� �j
Y 0 LOAM
'S 27"-80" GREY SILTY iAND AREA 0 W-2 ND .9 BROWN MED SA SILTY SAND � MOM TH 29)'-61 GREY NO LEDGE, NO WATER, MOTTLING 0 31
i v CL #5 LEDGE 0 61 NO WATER, -MOTTLING 45 010-1611 FILL z
2 o
opf TOPSOIL -9
TEST HOLE # UBSOIL
20"-31 S-
1 -20" TOPSOIL 6"
—30" BROWN MED SANDY LOAM
9"
wr Y c\1 30"-83'j GREY SILTY SAND
WLF I LTY SAND
31 "-81 COMPACT GRE S
TLING 0 37
: iT NO LEDGE, NO WATER, MOT
-TER, NO MOTTLING
NO LEDGE, NO WA
7" i�LF? mom,
0
LL_
yLF. 0-17 FILL 4 -R UNQAS HEALTH DISTRICT 09/14/20
.01
23
PE
I17"-2,3" TOPSOIL
37" SUBSOIL
LE #17
37"-78" GREY COMPACT SANDY TILL
OPSOIL
A
NO LEDGE, NO WATER, NO MOTTLING . ... ...... 0-6'j T
6"-29u BROWN MED S�NDY LOAM
—100" GREY SILTY 8AND
i7S' 29" -/vu TEST HOLE #10, 6' FILL
OIL —21 TOPS
16"
-T H TES OLE # 1 8
NO LEDGE, NO WATER, MOTTLING 0 35"
0 1 -37" SUBSOIL
0"-5" TOPSOIL
21 37"-84 GREY COMPACT SANDY TILL 5"-36" BROWN MED $ANDY LOAM _I`Y !SAN D —99 GREY SIL
NO LEDGE, NO WATER, MOTTLING 0 43
NO LEDGE, NO WATER,
v) 0"-12" FILL
V) -21 TOPSOIL V)
f� w
12)) 4-315 BROWN MED SANDY LOAM 0"-4" TOPSOIL 21 "-43" SUBSOIL
-Y COMPACT SANDY TILL -82" GRE 36"-96" GREY SILTY $AND V) U) 43" 0 0 . . ......... NO LEDGE, NO WATER, MOTTLING @ 43 NO LEDGE, NO WATER, MOTTUNG @ 37 Lu
0
ENTS n w Uj W.
CONSERVATION EASE >
-MENT AREA TEST ROLE
a-
. . . . . . . . . . .
w 0 0
—6" TOPSOIL 0"
N —34" 6ROWN MED SANDY LOAM
IF I
IT`( $A XIMeATE UMI 34-102" GREY SIL INO 'APPRO 1A \W 'ODN .v! qD ETLA I L 0 P NQF\ No NO L�OGE, NO WATER, MOTTLING 44" --E'RENCE\ �ER M�P\ REf II0 O 0 ttI WAL
"SEELECT FILL MATERIAL" -AND "$ELECT BACKFII,,L MATERIAL", PLACED WITHIN ARD ADJAC ENT F- I TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF C , FREE I -HA L ME-- THE itFROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE FILL MATERIAL s- ET -ME TS UNLES$ OTHERWISE AP SIONAL ENGINEER FOLLOWING REQUIRE EN
V)
FOR USE WITHIN THE LEACHING AREA: -UES AS PASSIVE SOLAR E/�ERGY TECHNIQ 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3". IIC. PRESCRIBED B �W HAVE BEEN CONSIDERED DRY WEIGHT OF THE REPKSENTATIVE SAMPLE MAY BE RETAINED ON 2. UP TO 45% OF THE
IN THE MENT OF THIS PLAN 0
THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE).
3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. tX. FENCE. 1516ATUA( *DT E 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: 0 0 :.c 0 -4 STONE WALL SIEVE SIZE PERQENT PASSING BUILDING SETBACK LINE #4 100%
DATE: 0
F1 N AL ?-I IVISION APPROVAL RANTED BY THE 40 20 40 #10 7Q7,-100% . ... ... .... ON NING COMMI S-SION --528-- EXISTING CONTOURS M PLANNI AND —50% (SEE NOTE BELOW) _eF ...... #40 1 Q7, GRAPHIC SCALE IN FEET EXISTING TREE LINE 0%-20% SCALE: 1 40 4t 2, #100 tX�LF #20Q Q%-5% LIMITS OF INLAND WETLANDS SIGNATURV DAT -V #1 77 u QNTRO� CERTIFIATION QUALITY C ...... NOTE: KRCENT PA$$ING THE #40 SIEVE CAN BE INCREASED TO NO ORE -0- UTILITY POLE ATER THAN 75% IF �YV --D THE PERCENT PASSING THE #I 00 SIEVE DOE D THE "V QAT� QRQUP RE -I� , E. #2-00 SIEVE PROJECT MANAGER-_ 110 7�— CATCH BASIN _S NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF THE �EACHI SHEET -0 DOE NG AREA D A CO TI 0 OF ALL WO SURVEY UTILJZING "SELECT MATERIAL" 15 THAT OF THE LICENS - 0 INSTAL I �LE KI ME1*1 1ER. THE NSTA --R HALL 0
ENVIRONMENTAL L -A10 I I Q `7 TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS Q F i FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. CIVIL TEST HOLE 6ATE STRQ.CTURAL SIGNATpr/ ARCHITECTURAL ............. --------- . ...... ....... .......
RETE CE 15 -MADE
1. Connecticut Guidelines for Soil Erosion and Sediment Control, January 1985.
2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983.
QUELUMENI
Proposed Development will allow for the creation of 3 new building lots. Individual lots to be
developed by the developer. One lot will be connected to the sewer system and remaining
sites will be served by on site wells and on site septic systems.
The proposed site is composed of the following soil types:
Paxton a.nd Montauk "PdB" Very stony, fine sandy looms, 3% to 8% slopes, gently sloping,
well drained soils on drumloidai, glacial till, upland landforms.
Sutton "SxB" - Extremely stony fine sandy loam, 0% to 8% slopes, nearly level to gently
sloping, moderately well drained soil on upland glacial till plains, hills and ridges.
DEVELOPMENT
It is anticipated that grading and construction activities will begin Summer 2002 and will be
completed within one year.
SEQUENCE OF CONSTRUCTION (INDIVIDUAL LOTS)
1.) Install erosion and sediment control structures.
2.) Prepare construction entrance.
3.) Clear portion of lot necessary to construct house, driveway & septic system.
4.) Stockpile topsoil.
5.) Grade driveway.
6,) Excavate for foundation.
7.) Pour concrete foundation.
8.) Construct house.
9.) Drill well.
10.) Excavate and install septic system or sewer.
11.) Final grade with stockpiled topsoil.
12.) Provide permanent vegetative cover.
13.) Construct driveway.
14.) Remove erosion and sediment control structures.
DEV OPME T C®NIEU PLAN
Prior to the commencement of operations in accordance with any permit issued by the Town
of Montville, the Contractor shall install all erosion and sediment control devices.
The Contractor shall obtain a site inspection from the Town of Montville honing Enforcement
Officer to ensure that all erosion and sediment control measures have been installed in
accordance with this narrative. Upon certification with respect to the installation of erosion
and sediment control measures, the Contractor may commence operations pursuant to the
permit. Erosion and sediment control devices shall be installed in accordance with the "Filter
Barrier Installation & Maintenance and "Hay Bale Installation & Maintenance" sections of this
narrative hereinafter contained.
Dust control will be accomplished by spraying with water.
Existing catch basins, within the limits of construction, must be protected with an inlet
sediment control device.
The proposed planting schedule is to be adhered to during the planting of disturbed areas
throughout the proposed construction site.
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.
During the stabilization period, -all erosion and sediment control devices control devices shall
be maintained in proper working order. The Owner's representative shall be. responsible for
checking all erosion and sediment control measures on a twice -weekly basis during the
stabilization period and after each storm event. During the stabilization period, with respect to
the site, any erosion which occurs within disturbed areas shall be immediately repaired and
restabilized.
Once stabilization has been completed and certification thereof obtained in writing from the
Zoning Enforcement Officer of the Town of Montville, erosion and sediment control devices
shall be removed by the Contractor.
EILIE BARRRIER [USTALLATIOU & MAINTENANCE
1.) Dig a 6" trench on the uphill side of the barrier location.
2.) Position the posts on the downhill side of the barrier and drive the post 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.) Sediment deposits are to be removed when they reach a height of one foot behind the
barrier and are to be deposited in an area which is not regulated by the Inland Wetlands
Commission.
6.) Inspections and necessary repairs will be made twice -weekly. l
3
H6Y UALE IN LILATIOU M NTENANCE
1.) Bales shall be placed around all proposed catch basins 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 after each storm and repair or replace promptly as needed. Remove
sediment behind the bales when it has reached half the height of the bale, and deposit in an
area which is not regulated by the Inland Wetlands Commission:
4.) Inspections and necessary repairs will be made twice -weekly.
QUALITY CONTROL CERTIFICATION
GROUP
REVIE° >ED ATEA
PROJECT MANAGER
ANGLE 10' UP
SURVEY
WELDED TO STEEL ROD
ENVIRONMENTAL
1/2" 0 STEEL ROD x V-6" LON°o
CIVIL
r
STRUCTURAL
1
ARCHITECTURAL
6" HOUSE SERVICE PIPING MINIMUM
THE MONTVILLE PLANNING COMMISSION CERTIFIES THAT
THIS EROSION AND SEDIMENTATION CONTROL PLAN
COMPLIES WITH THE MQ TVILL SUBDIVISION REGULATIONS.
All ;Z 00�
NAME / /V DATE
PERMANENT VE!QQYEB
Topsoil will be replaced Once the excavation has been completed and the
shoulders are graded to a slope no greater than 3 to 1. Topsoil will be spread
at a minimum compacted depth of 4 inches. Once the topsoil has been spread,
all stones two Inches or larger In any dimension will be removed as well as
debris. Apply agricultural ground limestone at the rate of two 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 4 inches. Inspect seedbed before seeding. If traffic has
compacted the soil, retill compacted areas. Apply the following grass seed mix:
Seed Mixture
Kentucky Bluegrass: 20 lbs./acre - .45 lbs/1000 sf
Creeping Red Fescue: 20 lbs./acre - .45 lbs/1000 sf
Perennial Rye Grass: 5 lbs./acre - .10 lbs/1000 sf
The recommended seeding dates are April 1 through June 30 and August 1
through September 30. 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 an organic mulch.
FILTER
MAXIMUM
TRENCH WIDTH
HOUSE CONNECTION MARKER
FABRIC
ANGLE 10' UP
SLOPE
WELDED TO STEEL ROD
FOR STABILITY AND
1/2" 0 STEEL ROD x V-6" LON°o
SELF CLEANING
6" (PLUG)
POST
1
U 0\
6" HOUSE SERVICE PIPING MINIMUM
l
SLOPE 1/4" PER FOOT (TYPICAL)
cAo�
30"
5'-0"
NOTE:
ALL SDR35 FITTINGS
TO BE "STREET" FITTINGS
6"-30' BEND (TYPICAL)
CL
COMPACTED
\\�\\�\\�
\�
w
BACKFILL
ELEVATION
HOUSEONN TI N DETAIL
._. Ec o , L
SJLT FENCE
NOT TO SCALE
NOT TO SCALE
OF ROAD 8" HIGHER THAN GUTTER
0 LO i
w o�
U)
N a L
1'LM
OF ROAD OR R.O.W. LINE \MvM
6° HIGHER THAN 1
GUTTER
GUTTER i
VARIES 10' 10'
SAG CURVE IN DRIVE
OF ROAD OR R.O.W. LINE
6" HIGHER THAN
GUTTER
GUTTER
VARIES 10' 10' 9g Mq
kiM�M
GEST CURVE IN DRIVE
NOTE: ABOVE DETAILS SHALL BE USED WHERE A
STORM DRAINAGE SYSTEM IN THE ROAD EXIST
RESIDENTIAL DRIVEWAY DETAILS
NOT TO SCALE
PROPERTY LINE
12"
(2)-2"x2"x3'
STAKES
EACH BALE
O � t7 n O is
H&UALE ,BAR R I ER
NOT TO SCALE
PIPE BEDDING
(SEE TRENCH DETAIL)
PLAN
32"
6-1/201-
42"
_1/2„42
CROSS SECTION
STANDARD COVER SHOWN BOLTED
AND GASKET COVER SIMILAR
FRAME AND COVER
NOT TO SCALE
1 " GROUT
PRECAST COMPLETE
MANHOLE BASE WITH
RUBBER RING GASKET
ICK
O LES
SOLD 'COVER 32" DIA.
BOLE DOWN COVERS IN
ALL ROAD LOCATIONS
ADJUST TO GRADE WITH MIN. 2
COURSES, MAX 4 COURSES OF
CON BRICK OR PRECAST RINGS
3'
E':,ENTRIC PRECAST
Y., 1 REINFORCED CONCRETE
MANHOLE ECCENTRIC
..
CON, -
00
4 -RUBBER GASKET SEAL
4'-0" DIA. 61'
I 'RECAST REINFORCED
CONCRETE MANHOLE BARRELS
FORM GROOVE IN MANHOLE BASE
�. TO RECEIVE TONGUE OF
MANHOLE BARRELS
MECHANICAL SEAL
12" GRAVEL BASE
MIQ& MAN,k� LE
CROSS SEQTION
NOT TO SCALE
PIPE
DIAMETER
MAXIMUM
TRENCH WIDTH
HOUSE CONNECTION MARKER
21-6#3
6"x6"x1 /4"' STEEL PLATE
3'-0"
WELDED TO STEEL ROD
3.-011
1/2" 0 STEEL ROD x V-6" LON°o
CW ° EXISTING
6" (PLUG)
- FLOW -
STOPPER (TYPICAL)
U 0\
6" HOUSE SERVICE PIPING MINIMUM
PIPE BEDDING\
(SEE TRENCH DETAIL)
SLOPE 1/4" PER FOOT (TYPICAL)
cAo�
30"
5'-0"
NOTE:
ALL SDR35 FITTINGS
TO BE "STREET" FITTINGS
6"-30' BEND (TYPICAL)
"Y" BRANCH
CONNECTION (TYPICAL)
ELEVATION
HOUSEONN TI N DETAIL
._. Ec o , L
10 FEET AND UNDER
NOT TO SCALE
(2)-2"x2"x3'
STAKES
EACH BALE
O � t7 n O is
H&UALE ,BAR R I ER
NOT TO SCALE
PIPE BEDDING
(SEE TRENCH DETAIL)
PLAN
32"
6-1/201-
42"
_1/2„42
CROSS SECTION
STANDARD COVER SHOWN BOLTED
AND GASKET COVER SIMILAR
FRAME AND COVER
NOT TO SCALE
1 " GROUT
PRECAST COMPLETE
MANHOLE BASE WITH
RUBBER RING GASKET
ICK
O LES
SOLD 'COVER 32" DIA.
BOLE DOWN COVERS IN
ALL ROAD LOCATIONS
ADJUST TO GRADE WITH MIN. 2
COURSES, MAX 4 COURSES OF
CON BRICK OR PRECAST RINGS
3'
E':,ENTRIC PRECAST
Y., 1 REINFORCED CONCRETE
MANHOLE ECCENTRIC
..
CON, -
00
4 -RUBBER GASKET SEAL
4'-0" DIA. 61'
I 'RECAST REINFORCED
CONCRETE MANHOLE BARRELS
FORM GROOVE IN MANHOLE BASE
�. TO RECEIVE TONGUE OF
MANHOLE BARRELS
MECHANICAL SEAL
12" GRAVEL BASE
MIQ& MAN,k� LE
CROSS SEQTION
NOT TO SCALE
PIPE
DIAMETER
MAXIMUM
TRENCH WIDTH
6'T
21-6#3
61.
3'-0"
10"
3.-011
12"
3'-0»
15"
3'-Y
18"
3'-+6"
2162
4'-0"
24"
4'-6"
30"
5'-0"
TRFNCH WIDTH
NOTE: A LAYER OF FILTER FABRIC, 1'
WIDER THAN THE TRENCH, SHALL BE
PLACED OVER THE STONE HAUNCHING 1/2 OD MI .
ALONG THE MAIN SEWERS AND
LATERALS, THE FILTER FABRIC SHALL
BE FOLDED AT THE EDGES OF THE 1/4 OD 6" MIN.
TRENCH AND EXTEND 6" UP THE is
SHEETING AS REQUIRED
(TYPICAL)
\\j
CAREFULLY COMPACTED
NATIVE MATERIAL OR
GRAVEL SAND CUSHION
BEDDING MATERIAL
12" FOUNDATION STONE
SIDES OF THE TRENCH. THE FILTER 12 MINIMUM IN WHEN UNSUITABLE
FABRIC SHALL BE FITTED AROUND ROCK EXCAVATION //� /j\/////// 'MATERIAL OR ORGANIC
MANHOLES AND EXTEND 1' UP THE g��,��%�\j\�i�� ' SILT IS ENCOUNTERED
MANHOLE. ALL LAPS SHALL BE A TRENCH BOTTOM AT SUBGRADE
MINIMUM OF 1'.
TRENCH _ _SECTION FOR SANITARY SEWER
NOT TO SCALE
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DATE: 03/07/2002
SCALE: AS NOTED
SHEET
3 OF 3