Conservation Commission Regular Meeting Materials (linked)

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5 - ; — , ' = y > ~ _ Ch&P #10918
Vin kek cH >t ~ IS CS 4" =~ GARDINERS WOOD ROAD STO Be lionse
a “~
be my sd C ea .
. % 2
aa \ \ \ V AREA OF WETLAND FILLED = 155 SF NN a, \ /_ 7, " 9
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137 it TM YY f Pipe Crossings » C Jt” 76. — = N
( \ \ —— No pipe visible: -@> me - () ) \ 6 ll
OU \r composition / PROPOSED GUIDE RAIL \ AREA OF WETLAND FILLED = 9 SF He
{~ BEGIN GUIDE RAIL 2 INV unknown. ks
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~a— — {4 — — = 4— -— -— ON 14.7 [ | ) \ OO —— -5— —_ , 2
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wes =< GHW —, OH ee WA OR oHW— —~ eo \ ony rm we nderorus
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oe STA:22400. 7 yan G55) a re AL NST STW ate ee eT =" _,-4 STA: 26%95.25—__ rN
a 16.05) “76 40 LF|12” RCP STORM PIPE i \ Welw: aes 8-08 0" 5 OSC 22-0" Ned Sopmeels- ~ “NORTH: 67992751 1 &
NORTH: 679436.30 = Pe ~ = 50 XQ a EAST: 1162809.85 <i
EAST: 1162854.29 C16. = Fidge Pave a ge Pave \ 15.88 0 i wr a i
-_ L _- —26 — V5 05
= =~ ~ cP)
—— ND GUIDE RAIL sg oS HS
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=> SSS SS Mine TBaceigods \ Zz =e % FOUR =~PROPOSED 8” — L + ss BE 153 |5
Dee eS" es, \y \y ROPOSED 12” RCP PROPOSED GUIDE RAIL 7 i 5 r
a ‘5, Ny 72 = vs ° CLASS IV PIPE Ln he “ Sa 3 f foe
— —— SS NN ) / 78 “Ss, INV 13.6 INV. 14.4 46 — ; \ , | ;
__ Se ; ln / | (| 0 78~ %, N ADS N—12 DUAL WALL a gs oe — — ~~ rf 2
— Pl STA: 2587/31 _—
NORTHING! 679823.4 an
~£ |
NOTES: — — ASTING: 11 43.94 — } © RD
1. This survey and map has been prepared pursuant to the Regulations of Connecticut —_ -20— _* / — \ \\ ) ( =) Re RY,
State Agencies Sections 20—300b—1 through 20—300b-—20 and the “Standards for - y \ \ 1x © fea Psy
Surveys and Maps in the State of Connecticut” as adopted by the Connecticut _ =" __ _f — ~~ C)
Association of Land Surveyors, Inc. on September 26, 1996. ~~ ~ — a — ee —_ ~~. — ~93 = ee a —_ 22 pers nee et Sg Ne / “a ye) \ Yo | - ry a Et
2. This survey is a Right of Way Survey intended to be used for roadway improvements. — at gt Tg Bet 2 2-H \ BENAJAH FARM a“ 937 eae eee Ca — ra co V7 sg ( | Re me
The survey control traverse conforms to Class A—2 Accuracy. Topography conforms to o— — ~ Y Y 4 __ “ ~ _ a — TM~ \ LIMITED oA aan gh a _— ~— —~ _ | ( \ za ea BS
Class T—2 Accuracy. -2 oo —~ ra P-—". — “2 \ _ } — "95 — Ses NS (— \ a ) ) O ie Q =
J. No established right of way for Gardiners Wood Road was found in the Waterford Town Z et gil Tae aS - PARTNERSHIP TS 2%6—- — — = QQ: & ie) =
Records. Boundary Determination for the western side of Gardiners Wood Road is of ~~ ee et Ee C7 oo _—. _ : a \ | / “gl — a a \\ \ si aS ~~ OS
the Resurvey Category based on the reference deeds and maps as noted. a S- a ~— ) a <a 238 ROPE FERRY ROAD [ - TM “Sy a a | | Lo Q = S
Horizontal & Vertical Datums based on Town of Waterford Control Monuments 230W, - < a a sc - - a 2 \ , J & [72 yo ~ NOOTM \ “~ OS ff we \ \\ , |e 1s =
231W, 232W, 205W, and 344W. NAD 1983 HORIZONTAL and NGVD 1929 VERTICAL UTILITY NOTE: Q = T Ss
5. The existing centerline alignment depicted is a literal representation of the double . : Qe
. . : UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED 
Ry
a et a , » crtants , HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE PERMANENT AREA OF WETLAND FILLED je S&
. Wetland lines were delineated by lan T. Cole, Registered Soil Scientist/Professional RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST O D = Oo
Wetland Scientist #2006 on May 18, 2078. Wetland Flags were located as shown by BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE — O25 SF QO. O? 1 Acres ~ S =
fenard Engineering, Int. OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE eR
APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 0 20 50 100 Q) = bs
1—800—922—4455. —— eS LL = S x
SCALE: 1" = 20' 5 D
QO BY
of
OW
24 24
PVI STA: |25+99.75 S)
PVI ELEY: 16.74 cn eo
PV STA: _22+86.87 PVI STA: 24+82.19 LENG TE, 0.00 KY Ss
PVI ELEV: 16.33 PVI ELEV: 15.93 £ aZu
LENGTH: 100.00’ LENGTH: 100.00’ a a = tne
HIGH PT. STA: 22+8V7.34 LOW PT. STA: 244+54.95 7 Q02 228
HIGH PT. ELEV: 16.127 _ LOW PT. ELEV: 16.01 _ = Co & *
20 Pa 4 20 NY RS:
re) mi > off >
~ S o of — is = “le i, gs Brg
ive) 00 > = wo} NN]... <lty a D> 508
° tS 3|8 ail a8 rahe ale ob 7 Cs 382
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3 al le t|= ale Pals) = | 6e% aan Qpy 2 S26
lr Olin Olin Ola Q fin ea S
eI > > >|0 fa E
Se ma 7 a ee 5
0.21% A | __— 0.69% pg ee £2 45
J 6 0.21% __¢ 4 ° 0.20% i: a ae . Uz Beg
1 == — T ————— SS = 16 tut ty Oa
— —|__ _— > < o>
a 4— WS 828
a | i On
—~-—~--~—-—--~—__ | paap © bo eee eT oko
~—_|_ape q ofS
| POSSIBLE LOCATION OF il eee cb) Na*°
ZZ, | EXISTING DRAIN LINE WK
\-33 LF 8” HDPE STORM PIPE PROFILE SCALE:
CLASS IV ADS N-12 DUAL WALL °
40 LF|12” RCP STORM PIPE "=20' HORIZ. at
B—6 "9 1 ,
12 DEPTH 10’ 1°=2' VERT. DEPTH 10 -
Qe = 218 Ne SiS 216 HIS 10/3 mq 1S 213 NIA
Lo ad Ke) L\6 ald Te) ata Eo) {I+ ti< O16 Lio —|e 2] 00 212 Drawing #:
1 of @
21+50 22+00 23+00 24+00 25+00 26+00 27+00
Job # 18-329
K:\18—329 GW Road Waterford\Production Drawings\PR Road—Culvert.dwg 6/30/2022 9:47 AM

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113? 9D YS / , Tis Pr Serossii COMPOST FILTER TUBE. f Ae 8
al No pipe visible: oe.
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ge or i PE :, STA: 26%95.25—_ N
TM— ‘
STA: 22+00.00 y, is ee fighsmetds. NORTH: 679927.51 “| SN
NORTH: 679436.30 a a Lye rae O
EAST: 1162854.29 Edge Pave ) EAST: N
i an Cae
We TE ma © N)
washes —— a a O #1091 —— mUN Ae © 2
18”0ak ~~ OT ‘7 _ 17
—— eee ee — ee Mixed—Hlacdwoods TM~ 5? >
_—_— eo oe — — > —— N J e L
= 25 SLT Ny) — ~ § Boe
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~ \ Wore ae — I. —*<e- Te 
NORTHINGS 6788 3.474 \ | al
) CSS) / 7 — san _- — — No, ~~ _— —EASTING: 1162843.94 / at QA
Aa a LST VS 19 ~~ 4 / ‘Wo de HOP & os
en bi JV di, bi . l \ \\y (| F e 38
v — TM Yo oo
vr / \ : - — => BENAJAH FARM = -— DTS Stl ate Nh Zz 2&5
{ -20 — a ee Ng ee | LIMITED _ —_ RS
- JY JIS AT S i na ian a 26 ) mn 1 ‘a 
VAS) JO AS
/ ? fpf ("fx ara a PARTNERSHIP Bg — — a | is
\e KH 4 f/f / V — Sale is » pope’ cee » | a) ~ \ Zik®zwSSs
L / , { rn a irs ) — _— ~ __ 238 ROPE FERRY ROAD aN TS a | | NS
a / [ eae J y= / — a, \ J pl f BONO ~ \' |Ojg= =o
Q,
2” BITUMINOUS CONCRETE, HMA SO.5 
O je , = =
2” BITUMINOUS CONCRETE, HMA SO.5 
YY | oe = S
LL Qo
0% > eR &
—=t &
33 TUBES MAY BE PLACED _ ~ OG x
3s ” ON THE UPHILL SIDE OF
UNDERGROUND rH 12° MIN TUBES CAN BE WELL—ANCHORED, = D =
UTILITY WARNING se PLACED DIRECTLY STATIONARY FEATURES LU
" sss ON EXISTING =
TAPE 
SUCH AS EXISTING TREES S
PAVEMENT WHEN EXISTING IN LIEU OF STAKING. —
PIPE HEIGHT NECESSARY. TREE a)
LU
PROCESSED AGGREGATE 9595959699 G0 0% 4 [4” Y)
BASE (DOT M.05.01)
TERMINAL ELEMENT COMPACTED TO ACHIEVE DIRECTION OF FLOW
jo BELOW GROUND ory 25% MODIFIED COMPAGTED PIPE, f - EXISTING HEADWALL OR
OTHER OBSTACLE 
.
CONCRETE END ANCHOR
No. 6 STONE, eae S)
H METAL BEAM RAIL (DOT M.01.02) ee, 8a
j TOSSED W6x8.5" POST (TYP) SEE DETAIL "H” TRENCH WOTH 
Mm 528
7 * 22-
| WORKING POINT —————7EE © — a COMPOST FILTER TUBE (WATTLE): 7 os GENERAL NOTES: 2 SEA
a = 2 =~ ——___—__—_— e 1. PROVIDE A MINIMUM TUBE DIAMETER OF ~£ B86
LINE OF GUIDE RAIL EXTENDED [12" ofrser = = _38 MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE HEIGHT OZ A 12 INCHES FOR SLOPES UP TO 50 FEET Q02 228
r |e orsT \ DRAIN PIPE TRENCH OF 9.5 INCHES. <0 ta IN LENGTH WITH A SLOPE RATIO OF qe 6
23-6" APPROX. a a + S-We GEREN i 5 © 3H:1V OR STEEPER. LONGER SLOPES ~— =
SPAGNG (TYP) | Of TRAFIC NOT TO SCALE TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR <O E OF SH:1V MAY REQUIRE LARGER TUBE NS
PLAN APPROVED PHOTO—BIODEGRADABLE MATERIAL, HOWEVER a ° DIAMETER OR ADDITIONAL COURSING OF Oe .
PHOTO—BIODEGRADABLE FABRIC SHALL BE REMOVED AT END e FILTER TUBES TO CREATE A FILTER ®@ & 858
PAY LIMITS METAL BEAM RAIL TYPE R-B | OF CONTRACT. 
BERM. REFER TO MANUFACTURER'S fo G8
PAY LIMIT ANCHORAGE TYPE | <a ELEMENT SEE DETANL “F* | g 3.0 FT. MIN. RECOMMENDATIONS FOR SITUATIONS A = suk
U __ _ mel TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL WITH LONGER OR STEEPER SLOPES. S92
SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES INTO Ys 2. INSTALL TUBES ALONG CONTOURS AND 208 388
——— EXISTING GRADE. % TUBES MAY BE SLEEVED PERPENDICULAR TO SHEET OR Cs *
— i elait 1 i ii we (ONE INSERTED INTO CONCENTRATED FLOW. Ej 3
grove une une Raw! We 1 1 7 HI! DIRECTION OF FLOW x ANOTHER) OR PROVIDE A | 3. TUBE LOCATION MAY BE SHIFTED TO E
een 7 Vt 1 7 HI _— ie 3 FT. MINIMUM OVERLAP ADJUST TO LANDSCAPE FEATURES, BUT S 4.
Ve u u u u at COMPOST TUBES SHALL BE STAKED OR LEANED AGAINST SUPPORTS Xe AT ENDS OF TUBES T0 SHALL PROTECT UNDISTURBED AREA UWE Bee
L peecast OR CAST IN | ELEVATION 0, (TREES, CINDER BLOCKS) ON SLOPES 2:1 OR GREATER. see a. Se ie MSIL ERT CL bke
PLACE WITH SMOOTH SIDES Ay no; . . : = 808
R-B END ANCHORAGE TYPE I C7, WHERE NECESSARY, STAKING SHALL BE MIN. 2 INCH X 2 INCH X 3 y 4. DO NOT INSTALL IN PERENNIAL, BS 3Z8
1-0" aN % Op FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART OR AS EPHEMERAL OR INTERMITTENT STREAMS. C 28
? © foe)
J FSET RRS £lo REQUIRED TO SECURE TUBES IN PLACE. 5. ADDITIONAL TUBES SHALL BE USED AT Y ag~Y
, ABOUT Ee aa a 2 aN 4 CURVE ENDS UPHILL TO UNTREATED HARDWOOD STAKE THE DIRECTION OF THE ENGINEER. ©
mee € 10° SYS a PREVENT DIVERSION OF FOR SLOPES 2:1 OR GREATER 6. ADDITIONAL STAKING SHALL BE USED AT ~
7 E> aaa UNFILTERED RUN—OFF. (TYP.) 
THE DIRECTION OF THE ENGINEER.
117/32" 27° GROUND ~ KE ~% « ns, |
LINE Sy
oa GUTTER / RRO. COG | PLAN VIEW
11/16" UNE OTM ~ SS Sy
LUM U Kg UNDISTURBED SOIL & VEGETATION.
DY TUBES SHALL BE PLACED AS CLOSE TO
sue | ene ie" curs NS “SS LIMITS OF SOIL DISTURBANCE AS POSSIBLE.
7 ST RRL ‘\ UTILITY NOTE:
a I SSA RRR UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED
_ KK \ HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY Drawing #:
SReTION DETUE THRU RAIL ELEMENT LI Z CRN COMPOST FILTER TUBE RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST 9
Z BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE 2 f 2
SECTION B-B SS (WATTLE) DETAIL OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE O
R-B TYPE METAL GUIDERAIL DETAILS HEIGHT WITH CURBING APPROPRIATE. AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG
~ LIMIF Oe WORK NOT TO SCALE 1-800-922-4455.
N.T.S 
Job #: 18-329
K:\18-329 GW Road Waterford\Production Drawings\PR Road—Culvert.dwg 6/30/2022 9:52 AM