Planning& Zoning Commission (linked)

LEGEND
These standard symbols may
be found in the drawing.
a
%& Light Pole
CONC. Concrete
BIT. _ Bituminous
Hi Wee dae NOW OR FORMERLY
GV Gas Valve 
Stephanie Hughes
et atl Soeur 12 Josan Drive
Se Ege e om | Drive Town Clerk Volume 719 Page 323 a £ 20' Sewer Easement in
escsss Sto
Ge) bak Backe Tax Assessor Map 102 Parcel 3694 ie Favor of the Town of Waterford >
SMH Sewer Manhole W< e
LP.S. 5/8" Iron Pin Set wg
RR SPIKE FOUND Railroad Spike Found 4
D.H.F. Drill Hole Found
D.H.S. Drill Hole Set
WLF2 Wetland Flag
NOW OR FORMERLY
GMS Granite Merestone pepe s Makk Mumatz
EX.CONC.MON. Existing Concrete Monument D=66'31'37" a Pm ‘\ 528 A Boston Post Road
TBS ToBe Set ay 7S .
CHD — CTHighway Department Monument CB=N 26°38'27” E Be Town Clerk Volume 1051 P. age 117 Location Map
Sees ees Existing Contour Line CL=54.85"
Tax Assessor Map 102 Parcel 788
BCLC Bit Conc Lipped Curbing . Graphic Scale
eee 53 * 1" = 1000'
ae
14 Story 3 SS 1000 0 500 1000 2000 4000
Frame House af Bo SSRN.
1 an Se ee ss a as pre A EN
N »
Tea BS
Ss ( Re _~
GENERAL NOTES: BR } fe. OS %
es S| bry . (
1) Reference is made to the following plans: =< | } TM~ ne ee a
a) "Proposed Addition - Lots A-B-C-D to Section "A" - Building Lot Development Owned By John Cutillo, Sr. 
J \ J NN ] S 4618°41" W
Jo-San Drive, Waterford, Conn., Scale: 1"=40', March 1956." Plan surveyed and mapped by C Banning. Plan filed on the “a p ‘ | ( \ xX 58.00"
Waterford Land Records as Map 63. Drive | i | y X
b) "Proposed Re-Subdivision At Boston Post Road, Waterford, Connecticut, Prepared For White Willow, A 'N D! Vv ( re [ | J —
LLC, Scale: 1"=30', Date: 9/2/2003, Sheet 1 of 1; Plan Revised Through 10/27/03." Plan surveyed and mapped by J. | R I E ee \\ if Ke as ee
Dempsey Associates, LLC and filed on the Waterford Land Records as Map 4702. \ \ ; fA A \ eons gS
c) "Permanent Sewer Easement To Be Acquired From Wyatt, James D. & Richard T., The Town Of Ba H ) Ll fl A) Ni - Ne \
Waterford, Water Pollution Control Authority, Contract 42, Scale 1"=40', July 1989." Plan surveyed and mapped by the eM TING TIME OF fA mA | 7 o~ AS ral :
Town of Waterford and filed on the Waterford Land Records as Map 5228. eat AGE AREA of / er RW,
d) "Property Owned By John L. & Antoinette Wyatt, Josan Drive, Waterford, Conn. Dated: 6/6/69, Scale: Bi t fo te i a / Sy }
1"=100'. "Plan surveyed and mapped by C. Banning and filed on the Waterford Land Records as Map 446. d < SS \ \ ae | ) Ra
e) "Brown Resubdivision, Lot Layout / Topographic Plan, Property Belonging To Sharon C. Brown, 9 Josan 7 \ Lye A
8 5 I< eo : ters
Drive, Waterford, Connecticut, Zone: R-40, Total Area: 4.577 Acres, Scale: 1"=40', July 18, 2007, Plan Revised Through NOW OR FORMERLY Ij 5 r i én
April 1, 2008. Sheet 1 & 2 of 2." Plan surveyed and mapped by William F. Kent, RLS. Plan is filed on Florek Surveying, jill Ebba Neri c a i ‘ | } 2, Re 4 I~.
LLC records as map 2102 & 2103. 11 Josan Drive © Frame / 14Story\ ae ) mi bY Ne OND
f) "Boundary Survey Plan Prepared For Sharon C. Brown, 9 Josan Drive, Waterford, Connecticut, Scale: ae Clerk Pi y 1613 P 180 . same \ Hi elierots Q é ( =" << KA a ee St
1"=40', Dated: July 17, 2023." Plan surveyed and mapped by Florek Surveying LLC and is filed on the Waterford Land own Cre Volume age \ ie Ree NZ ~ mae \ y
Records in Volume 1838 Page 285. Tax Assessor Map 102 Parcel 3693 SS } \ ies Sees : ; Ly
\ & O\ 5 gz00'08t w ! c \ \
2) North orientation is based on a GPS / RTK observation in May 2023 utilizing the Acorn Network. e & 8825’ 97”"\ E 149. 98 TY ! R j $ \ |
10,00" \ \ ? / 7 2
3) Reference is made to the following deed filed in the Town Of Waterford Clerk's Office, Volume 917 / Page 36 on \ . % \ Ww ~ jest ne ee ( ia
November 21, 2006 and Volume 223 / 294 filed on March 1, 1976 for the subject property. \¥ \ \ ~ if 5 | ] ay \ Ds
~ \ \ ny Q ISTINGTIME OF 7 , ig
LS a) %
4) The word certify as used is understood to be an expression of professional opinion by the surveyor. It is a declaratory \ \\ AX Vay Sc 56 secant f /eNpose 2)
statement which is based on the surveyor's best knowledge, information and belief. As such it constitutes neither a NOW OR FORMERLY \\ }\s SN a x | . * Y i \ ise uh Lot 2 —_
guarantee nor warranty, expressed or implied, of any information contained hereon. Wiliam L: & Sandra Ni eff iA \ eh ¥ se : ae \ Se at gin? , / 1408 SE / \ \
. \\\RA5G.N #hO ae | a 3.23A0G s
5) Not all underground utilities maybe shown on the plan. Call before you dig (CBYD) is recommended prior to any 40 Oswegatchie Road EN \? Nos \ | f O i ! | i i ye i NOW OR FORMERLY
construction. Town Clerk, Volume 151 Page 284 ai 1? J | ¢) ) \ / | : / | as \ Katie Casey Smolenski
. Tae Assessor Map 102 Parcel 5857 HINA I) fA % 516 Boston Post Road
6) The removal or destruction of survey monumentation, whether set or found, as shown on this survey plan may be yw. Aes c) i J Ye=/ ¢ ¢ | if = wal
subject to Connecticut Statute 47-34a. d ; Zyl ff / /. ie cor SHED! i 4 Town Clerk Volume 1352 Page 306
{tf |/ MF. Upland) Buffer ( | Tax Assessor Map 102 Parcel 778
7) Abutting property lines are shown for demonstration purposes only and are not to be construed as being accurately Vey IY A i | #11 i Non-Ericroachment Lin S
located. ! \ plier / J VT 1 | % }
Note: Flood Zones. See sheet 3 of 3, 4 i) { i : | ) f \/ ) y bY /
8) See sheet 3 of 3 for soil classifications and FEMA Flood Mapping. LP | \ } \ | ae Hy
Hist! wir ae
/ l | ae N
9) The property proposed to be divided is located in the R-40 Zoning District on 4.04 acres (175,982 s.f.) j | / / / i ! 4 } \ ; at as ; |
\ ( \ Ss
10) Wetlands marked by Richard Snarkski, Soil Scientist and were field located thereafter. 
i / ‘ } | f
\ \ \ i
vee \ s NS | if | Review \Line\
AS | \
a i \ My -F{ i peste
Q wer. 1 [#4 | yk of ot
Kegs. re ce / Woe
I DEL{NEATED THE INLAND WETLAND AND WATERCOURSE ROUNDARY ON THIS PROPERTY. 1 AM OF THE Xi N \ a eae rok ARs) d \
OPINION THAT THE WETLAND: BOUNDARY WHICH I MARKED ON THE PROPERTY IS SHOWN CORRECTLY ON NES \ VE \ ( \ if ' \ | ) 24
THIS MAP. 
\\ eee \ \ i) 1S \
Not ~\% \ ) | i i \ | \ a \
Wy Ping pare -MAY 30, 2024 ‘eer ih #§ ¢@ammAye” ae
/ >\ \ Sia) he a AK a ano:
R. Richard Snarski, Certified Soil _- \. \ ae te | Oe; eV homie, if _60
Scientist #1975 _—-\/ : ig \ A \ \_ 66
\e / 7413. / \ 8
> aren [ Vv ks
_s 8 Ae \ f : i \ 4
<< EF fae aw. a | SE
3 ~ | S + \ags
SANG i = aay ¥ %
SURVEY NOTES: , gg fF :
f . Be
Nii oR FORMERLY BROWN CAM RESUBDIVISION
koi” EXISTING CONDITIONS / PROPOSED
1. This survey has been prepared in accordance with “The Standards and Suggested Methods and Procedures for
Surveys and Maps in the State of Connecticut” Prepared and Adopted by the Connecticut Association of Land
Surveyors, Inc. on August 29, 2019. This survey type is a SUBDIVISION PLAN based on a RESURVEY OF ma
4 44 Oswegatchie Road
reference 1 a - f. It is intended to show a 2 LOT SUBDIVISION. Ton: Cleeemiabine Ge Page 172 L oO T L A YO UT
2. This survey conforms to Class A-2/T-2/ V-3 Tax Assessor Map 102 Parcel 5859 PLAN PREPARED FOR:
To the best of my knowledge and belief this map is S HA R ON G: B R Oo WN
substantially correct as noted thereon. Y T oa 9 J O S. A N D R 1 VE
The 2 Hl ERS MAY 30, 2024
% ‘ y
= vali SAY = the La ‘dell pain co pear this plan is oa WA TE RF ORD, CON. IN. E Cc TI CU ia
Hy le 2 iT Is
Brian D. Florek, LS, CFS #70135 / #026 Date Without «3 Without = Graphic Scale PARCEL ID: 32880
Managing Member, Florek Surveying, LLC Embossed Seal ; MAY 30, 2024 Embossed Sage £40" ag a oat
239 Shore Road, Waterford, CT 06385 David Cooley, P.E. #24892 De 7 40 0 20. 40 80 160 i 4
bflorek@floreksurveyinglle.com (860) 271.6006 Manesing Wlacber DEC Engineering Services; LLC ee REVISED THROUGH: AUGUST 14, 2025 SHEET 1 OF 4

EROSION AND SEDIMENT CONTROL PLAN:
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND INSTALLED PER THE 2002
CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL.
TOWN STAFF SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION TO INSPECT ALL
EROSION AND SEDIMENT CONTROL MEASURES.
LEGEND
These standard symbols may
be found in the drawing.linen 1. ESTIMATED DURATION OF MAJOR CONSTRUCTION ACTIVITIES - 90 DAYS FOR
ight Pole EACH LOT, SURVEYOR TO MARK WETLAND SETBACK LIMITS ON THE PROPERTY AS
CONC. Concrete 
APPLICABLE.
BIT. Bituminous 2, SILT FENCE IS TO BE INSTALLED, AS INDICATED ON THE EROSION & SEDIMENT
og Utility Pole CONTROL SITE PLAN, PRIOR TO ANY CONSTRUCTION ACTIVITY AND INSPECTED BY
wv Water Valve
GV Gas Valve
x »4 Chain Link Fence
TOWN STAFF. A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN FOR THE
PURPOSE OF INSPECTION PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3, CONSTRUCTION ENTRANCE TO BE INSTALLED, AS INDICATED ON THE EROSION &
mae eee Boundary Line NOW OR FORMERLY a £ 20' Sewer Easement in SEDIMENT CONTROL SITE PLAN, PRIOR TO ANY CONSTRUCTION ACTIVITY.
a Proposed Lot Line Stephanie Hughes PROPOSED TIME OF ace / Favor of the Town of Waterford = NOW OR FORMERLY 4, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS
ee set ea Sed Edge of Road / Drive (er ee meer gi CONCENTRATION - gh / 33 Malik M INDICATED IN THE CONSTRUCTION SEQUENCE ON THE EROSION & SEDIMENT
Socescocsc> Stone Wall Beemer eee liens fis on crn ap ema) 12 Josan Drive DRAINAGE ARERWIES 4 7 Nh o ai umarr ee
i emcees ere eee ae MOS
SMH Sewer Manhole Town Clerk Volume 719 Page 323 yarn : pattie Ye hae © Se AP Scher eR AGG NS SAME UMED Sake ie ON
»Ber Reinforood Conere Pipe § Tax Assessor Map 102 Parcel 3694 av aA ae ; j Town Clerk Volume 1051 Page 111 DOWNGRADIENT. PERIMETER OF THE
PVC Polyvinyl Chloride Pipe us DETENTION BASIN DETAIL A=58.06’ _& we he AS Ler | Tax Assessor Map 102 Parcel 788 6. EXCESS SPOILS SHALL BE DISPOSED OF OFF SITE AT AN APPROPRIATELY
PE —_ Polyethylene Pipe oe =50.00" L6G! Ly :
LP.S. Bi ron Pin Set poe fe! eee ee 4] a 7. STORM WATER MITIGATION MEASURES SHALL BE PROTECTED FROM SEDIMENTATION
RR SPIKE FOUND Railroad Spike Found Gach Oe aaoTe oO Ss | ! |_pfit/ FENCE per ROROSED UNTIL ALL DISTURBED AREAS HAVE ESTABLISHED VEGETATION.
D.HF. Drill Hole Found > ; Yi! || | | (TYP.)- MIN. 1,944 FT? 8. STRAW BALES SHALL BE USED AS INDICATED ON THE SITE PLAN AND ANY
DHS. Drill Hole Set CL=54.85' | AGL I peo OTHER EXPOSED AREAS DRAINING DIRECTLY TO EXISTING DEVELOPED AREAS.
isti 1 | ys Sa = COMPLETION OF CONSTRUCTION, IF DURING THE PLANTING SEASON, RECOMMENDED
EX: CONG; MON: Exeuing onctete Monument 138tory aaeiet SSR SEEDING DATES SHALL BE BETWEEN APRIL 15 AND SEPTEMBER 15, TEMPORARY
TBS To Be Set iter eek Cy e Ay | PPS STABILIZATION SEED MIXES, APPLICATION RATES AND SEASONS SHALL BE AS
Prin” Limits of Clearing/Tree Line is o Terr . FOLLOWS:
CHD CT Highway Department Monument ee Ss ty ainasee tH nee rea ANNUAL RYEGRASS - 3/1 TO 6/15 OR 8/1 TO 10/15 - 10 LB PER 1,000 SF.
Posies aeymtentte 110 ies Existing Contour Line a a Sear ——~~~pRoPOsED BIT. , Ket a IT OF AS BUCKWHEAT ~ 4/1 TO 9/15 - 04 LB PER 1,000 SF,
Pibpoesd Contour Line S ie Naa Behe CQNC. DRIVE am | f : PEAT TU \ ont NOS Sse 11000 rbot ALL PURPOSE MIX'- 3/15 TO 6/15 OR 8/15 TD 10/15 - 34 LB PER
‘i oO o ‘1 2 ie Ee es OPOSED *\ STH = S = za i
—\W-w w— Water Line Be % a Bie) sf Po i etre | a, / LO f ‘ ( { ant \ PROPOSED TIME OF RECOMMENDED PERMANENT SEED MIX, APPLICATION RATES AND SEASDNS:
ee _ig s—— Sewer Line => oS DRAINAGE CY sit. / “PT. Ae a | & | SS. (ae. Y NEW ENGLAND CONSERVATION MIX - 4/15 TD 9/15 - 3.0 LB PER 1,000 SF.
—E-e —— Electric Service eee aren a PP ) | Diva its aan X | 1 w eee Bee agai w
es ager 7 Communications Service a \ ah ) 7 PROPPSED —-—\ KA meter ee IS \ \ EIB] \ Hose I i 4 10. APPLY STRAW OR HAY MULCH DN ALL NEWLY SEEDED AREAS AT A RATE OF 2
BCLC Bit Conc Lipped Curbing | \ P {t. / ( Type*Gt CATCH Hyd, —h BT Se | . :
ee Ge ds ae Drainage Pipe DHF = : Drive: 7 BASIN-TYP.) (CJ 3671 < \, B re u a ‘ \4 | } | | y) \ $ 11, FERTILIZER MAY BE APPLIED AT THE RATE OF 7.5 LB PER 1,000 SF, OF
SSeS)” Haybales suuQ J ie) SA \ (ae Ce 4 cae WA Anes ti, \ | | | oe a J ~ 10-10-10,
% Jce N DIRI V E ! i (SMH 7 Ky wT LStden|Sidpe an eB & A ee,
/ I hi ah Ove Va te SZ \ Wet je ik It (il \ ( eR y, 
12, THE CONTRACTOR SHALL SEED_AND MULCH DISTURBED AREAS EXPECTED TO
onkae ~ [conccuip | | [ Veyea— N = Pte bey | 4\ Cen © REMAIN UNSTABILIZED FOR A PERIOD OF MORE THAN 30 DAYS.
ones x + ZL = [7 PRDPOSED, } SIAN a a Ves Wr at es: i 13, SILT FENCE BARRIER TO BE MAINTAINED AND LEFT IN PLACE UNTIL ALL
24 A BES aS 1 / Z 4 i |7 CONSTRUCTION id iy Re S RY i Pt | | \; 1h bias) Ci \ HNN \ " DISTURBED AREAS HAVE ESTABLISHED VEGETATION TO THE SATISFACTION OF
fs ie ES \S 88125'2776 > /\ 1 ENTRANCE oy : j: Proposed yi | FAt> PLA RTMS A | TOWN “STAFF.
DRAINAGE DATA: pe eee SRE ess AN Ne Ga leodest (4) S AREY 2 dae ONT Se iy EGE mE EDEN CNTR, DITA TEE
. A Bit. "
Rh a Dri Se bas Syed j wr. WN w.e. / ~ igs 134ACE | ' | { : , SS mA DURING CONSTRUCTION.
Catch Basi fr ft oN ©. Horose i Pe ! \ Le f gs ai as +S EROSION AND SEDIMENT. CONTROL PLAN ERFECTIVENGSS AND MAKE REVISIBNS AS
atc! Basin #3 (CB3) NOW OR FORMERLY C i / \ | 4 i BORVIT e/ \E \ Fy | a ~ wr 7 Ha Brie NECESSARY.
TF=40.86 Jill Ebba Neri - ih f 2Z 2 Csi Y I { =ee Wie \ f 5 | | DISCHARGE 16, PROJECT ENGINEER MAY ALSO BE CALLED IN TO ASSESS EMERGENCY SITUATIONS
15" ADS IN=36.86' 11 Josan Drive cane | 14 8tnqN & aa J \ Sts \\me li HH iI} ey Z { ON Nox Saws (IE, SEVERE FLOODING, RAINS OR OTHER ENVIRONMENTAL PROBLEMS),
ie "5 i ia ea) BE ®, / \@ 17, FOR PERFORMING THE
15" ADS IN=36.56' Town Clerk Volume 1613 Page 180 Siac (Oe beste phages ONE ON ween \ kon \ aM > curd | x fo SN a: 7 NEGESeARY WORK TO-KECP THE JOB SITE AND ROADS DUST PREC 70 MINIMIZE
18" ADS OUT=36.06 Tax Asessor Map 102 Parcel 3693 7 Pe ts & (\ WA — "eterno pg ep kr g eg oe ale
ieraree es ceri Xo) SNS 2 ie n\n Nc PEAS ar ee aah ee Ye are we
| yA \ \ \ a) | \ .
: \ al | it OPOSED TIME OF a BES ra / 3 iG Sy \
; <, 18. REACH LOT SHALL HAVE DPERABLE EQUIPMENT CAPABLE OF
Catch Basin #4 (CB4) | (HA oN UeaTON, 44 / I Y | . iN ‘o } D) / ° EFFICIENTLY SWEEPING UP DUST PRODUCING MATERIALS FROM PAVED
TF=40.83' ( A sir(renc t 5 | propose? | > j i ? SURFACES, THIS EQUIPMENT SHALL INCLUDE SUITABLE PROVISIONS FOR THE
" os " NOW OR FORMERLY \ ) call iN g q HOVSE fi 7 ( \ APPLICATION OF WATER AHEAD OF SWEEPING BRODMS.
15" ADS OUT=37.88 Se i i 2) \ \ \ [| i ihe ~1 ; \ 5 \ \ / \ —
15' ADS IN=38" William L. & Sandra Neff v1 so ae TH mi! | | NS ie iat. 2 / > \
40 Oswegatchie Road \\ | \ SNA AURA IEA } cad re By 4 \ y y, % ‘idee
F | Pe | \ es) /Proposed ; a
Catch Basin #5 (CB5) Tee Sik GRO Wie Pare 3| | i \ Hi ee Ly bre seo) Sy s( { | \ Lot 2 \ > Schone dee ine coale a Il be paved and no dri hall exceed 20% grad
TF=47' Tax Assessor Map 102 Parcel 5857 Bc r i } TH val RIRRAP WALE \ \g \ ate 140897SE/ ) riveways over rade shall be paved and no driveway shall exces grade.
| / (TYP.) : <<) 2)
" =44' © 5 > A w.F = ND ae 5 5 | / SAC
15" ADS OUT=44 eee ae ee \ lS Vy | Aaa (Vartan NEN ip pt oe \ NOW OR FORMERLY
< \ / PROPOSED) || / | la \ loa Ne \ 3 \ 9 5
5 \ / DETENTION BASIN as \ | \ eee! Se Katie Casey Smolenski
Z| s Se Ee ae I be UY \ | /oraplacy df BK x12 e 516 Boston Post Road
/ py 9 TEE UAT A /} IN a if | hee Town Clerk Volume 1352 Page 306
Zoning Compliance Chart dhe. AX Upland Buffer |6hC€kS Jy paw \ a <2 ! Tax Assessor Map 102 Parcel 778
Zone: R—40 (et Non-Encrdachment Line hk A cea? st OSI he,
\ Per IWWW’Rermit 0-24.06" \ Fabs fel y ee ]\
: \ | \ |
Required: Lot 1: Lot 2: ; } y } a { : \ ; iN \ a
Minimum Lot Area: 40,000 s.f. 58,446 s.f. 140,897 s.f. ; { I oe if vies ( ; I} | \ oF \ is * p
Minimum Lot Frontage: 100 ft. 58.06 ft.* 100 ft. | i ae ean i en 2 \ } 43
Minimum Lot Width: 125 ft £198 ft. £179 ft bk ey, | | I | | t a
Minimum Front Yard Setback: 50 ft. 200 ft. £280 ft. 1 | FE etl, Me 0" ark \ bass
Minimum Side Yard Setback: 26 ft 81 ft 50 ft i # nS Athi ae ateen
Minimum Rear Yard Setback: 50 ft. 57 ft. 51 ft. MG ie \/i | N jae as — va \ Xp ssieeeiiiaimiiens eis: = enlian
Maximum Building Coverage: 25% 4% 2% \ aS ! te | beofoseo/rme or A & \ \ \ Me e oeinton THAT THE GECLAND BOUNDARY. WHTGH T MARKED ON THE PROPERTY 1S SHOWN CORRECTLY ON
Maximum Building Height: 35 ft. 425 ft +25 ft. W.F. KS it A j**) | (eo er partwn (6 SBP OO NAY 7 THIS MAP.
Minimum Building Square 50? 50? 50? — aren Ne a MV Ng eae amen oon
a : \ a \ Worf rn |e TS \ \ Yd \= by /7 4 DATE »
Minimum Buildable Area 2,500 s.f. 18,561 s.f. 28,883 s.f. ( \ \ ) \ 3\ f By \ i bit -
*Flag Lot \ a | | i | hs Ne OS \ i os R. Richard Snarski, Certified Soil
NN } f Ao ie \ k \ : / { és “65 Note: Proposed reversing rights easements for access and utilities. Scientist #1975 =
( a
J LFif. UN ey ]
; ; se ae | fs NR ft coke
Cut/Fill Analysis Me te eel Cae She
74.13 / f\ \ _—-1
wie} 7 [ y \ \ | 56
, ra \
Total Lot: Total Within PS AEN ea
Wetland Setback: re oy 4g®
Nn a ¥ o
) os :
Cut Area: 53,627 s.f. 281 sf. ee CONSTRUCTION SEQUENCE:
Fil Area: 21,447 si 4,079 sf Now OR FORMERLY 1 sO TOMAR tT OF LEARN NO_WE AEA oF TUBA. BROWN CAM RESUBDIVISION
Cut Volume: 2,290 c.y. 4.7cy. Katherine 1. Wood Trash 2. INSTALL SILT FENCE AS INDICATED ON THE SITE PLAN AND PER EROSION AND SEDIMENT CONTROL PLAN.
, erine J. Wood Trustee 3. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON THE SITE PLAN AND PER EROSION AND SEDIMENT
Fill Volume: 726 c.y. 248 c.y. 44 Oswega dohie- Road CONTROL PLAN. NOTE: CONSTRUCT ENTIRE DRIVEWAY PRIOR TO HOME CONSTRUCTION. FLL SLOPE EDGES ALONG DRIVEWAY, EXIS TIN G CONDI TI ONS / P. R OP: OSED
HALL BE STABII ie CONTROL, DRIVEWS
Cuf/Fill Balance: 1,564 cy. (cut) 243 c.y. (fill) Town Clerk Volume 1634 Page 172 ic MBINSTALL DAIVEWAYE LOT LA YOUT
5. SURVEYOR TO MARK LIMITS OF FOUNDATION FOR PROPOSED BUILDING.
Tax Assessor Map 102 Parcel 5859 6. EXCAVATE FOR AND CONSTRUCT FOUNDATION FOR PROPOSED BUILDING. PLAN PREPARED FOR:
7. EXCAVATE FOR AND INSTALL UTILITY SERVICE TO THE PROPOSED BUILDING. H.
8. CONSTRUCT PROPOSED BUILDING. - W
9, COMPLETE FINAL GRADING WITHIN THE AREA OF DISTURBANCE. Ss ARON C BRO N
10. TOPSOIL OF EXPOSED SOILS TO PREPARE Fi ;
11. RESEED ALL EXPOSED AREAS PER EROSION AND SEDIMENT CONTROL PLAN. COVER WITH STRAW. 9 a OSAN DRI VE
12. SILT FENCE TO REMAIN IN PLACE UNTIL ALL UP-GRADIENT AREAS ARE PERMANENTLY ESTABLISHED TO
oe re WATERFORD, CONNECTICUT
Graphic Scale PARCEL ID: 32880
1"=40' SCALE: 1" = 40°
40 0 20 40 80 160 MAY 30, 2024
a a | REVISED THROUGH: AUGUST 14, 2025 SHEET 2 OF 4

LEGEND
These standard symbols may
be found in the drawing.
* Light Pole
CONC. Concrete
BIT. _ Bituminous
cod Utility Pole
Ww Water Valve
GV Gas Valve
Si Chain Link Fence
sa = ae Boundary Line
—=— ae Edge of Road / Drive
eueses ‘Stone Wall
cB Catch Basin
SMH Sewer Manhole
LP.S. 5/8" Iron Pin Set
RR SPIKE FOUND Railroad Spike Found
D.H.F. Drill Hole Found
D.H.S. Drill Hole Set
WLF2 Wetland Flag
GMS Granite Merestone
EX. CONC. MON. Existing Concrete Monument
TBS To Be Set
CT Highway Department Monument
Existing Contour Line
Bit Conc Lipped Curbing
GENERAL NOTES:
1) Reference is made to the following plans:
a) "Proposed Addition - Lots A-B-C-D to Section "A" - Building Lot Development Owned By John Cutillo, Sr.
Jo-San Drive, Waterford, Conn., Scale: 1"=40', March 1956." Plan surveyed and mapped by C Banning. Plan filed on the
Waterford Land Records as Map 63.
b) "Proposed Re-Subdivision At Boston Post Road, Waterford, Connecticut, Prepared For White Willow,
LLC, Scale: 1"=30', Date: 9/2/2003, Sheet 1 of 1; Plan Revised Through 10/27/03." Plan surveyed and mapped by J.
Dempsey Associates, LLC and filed on the Waterford Land Records as Map 4702.
c) "Permanent Sewer Easement To Be Acquired From Wyatt, James D. & Richard T., The Town Of
Waterford, Water Pollution Control Authority, Contract 42, Scale 1"=40', July 1989." Plan surveyed and mapped by the
Town of Waterford and filed on the Waterford Land Records as Map 5228.
d) "Property Owned By John L. & Antoinette Wyatt, Josan Drive, Waterford, Conn. Dated: 6/6/69, Scale:
1"=100'. "Plan surveyed and mapped by C. Banning and filed on the Waterford Land Records as Map 446.
e) "Brown Resubdivision, Lot Layout / Topographic Plan, Property Belonging To Sharon C. Brown, 9 Josan
Drive, Waterford, Connecticut, Zone: R-40, Total Area: 4.577 Acres, Scale: 1°=40', July 18, 2007, Plan Revised Through
April 1, 2008. Sheet 1 & 2 of 2." Plan surveyed and mapped by William F. Kent, RLS. Plan is filed on Florek Surveying,
LLC records as map 2102 & 2103.
2) North orientation is based on a GPS / RTK observation in May 2023 utilizing the Acorn Network.
3) Reference is made to the following deed filed in the Town Of Waterford Clerk's Office, Volume 917 / Page 36 on
November 21, 2006 and Volume 223 / 294 filed on March 1, 1976 for the subject property.
4) The word certify as used is understood to be an expression of professional opinion by the surveyor. It is a declaratory
statement which is based on the surveyor's best knowledge, information and belief. As such it constitutes neither a
guarantee nor warranty, expressed or implied, of any information contained hereon.
5) Not all underground utilities maybe shown on the plan. Call before you dig (CBYD) is recommended prior to any
construction.
6) The removal or destruction of survey monumentation, whether set or found, as shown on this survey plan may be
subject to Connecticut Statute 47-34a.
7) Abutting property lines are shown for demonstration purposes only and are not to be construed as being accurately
located.
SURVEY NOTES:
1. This survey has been prepared pursuant to the regulations of the 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; Amended October 26,
2018. This survey type is a BOUNDARY SURVEY based on a RESURVEY OF map reference 1 a-d. It is intended to
show the EXISTING PROPERTY LINES.
2. This survey conforms to Class A-2 / T-2
To the best of my knowledge and belief this map is
substantially correct as noted thereon.
Not Valid
Without
Embossed Seal
Brian D. Florek, L.S. #70135 Date
Managing Member, Florek Surveying, LLC
239 Shore Road, Waterford, CT 06385
bflorek@floreksurveyinglic.com (860) 271.6006
A=54.34"
R=160.00’
‘5 D=19°27'28”"
A=8.02' cB=N 78'29'23" W Propose
Sees CL=54.08" Lot 1
D=9"11'05
CB=N 02°48'29” W yo
CL=8.01’ A=63.92"
60.00"
A=26.55" D=22°53'17”
R=50.00° CB=S 57°19'01” E
D=30°25'28” 4 CL=63.49’
CB=N 17°58’29” E i Hatched area = Proposed
CL=26.24'
Qn cross reciprocal eas:
5 for utilities.
~ x ts.
SS Fis
06,
-) © Os ~
d
S 45°46’30” W
33.63"
ement
~~
17.10° '79.ag>-—~\
~ O< NV oF N 45°46'31” E
Hatched area = Proposed S 10°39°30” E ‘\ N 21-06% s 35.72’ a
cross reciprocal easement 73.96" \ “SE 12 :
for access. : 56.86" ~ 94.56: He
= : N 10°39°30” W \ ot
Be NOE NO) 59.55" ‘\ 12.76 —__ So!
R=135.00 ro f 0
D=45°27'10" eae ; 5
CB=N 68°35'58” W \ 7)
CL=104.31" T\ N 01°21754” E
t | 59.61’ /
z! yo /
3! ee io e Proposed
Sa rc 3 Ss Lot 2
o> as 8
ome ~ oO
acy oe F
5 m a =
< @ ec
a fo)
/ Ny Le)
\ e BY nN
S 201300" E o
35.98 = 1g
r : ease \ 2)
N 13°21°35” W_A\ S 31°51'58" E J
41.99 % [17.04
gen
2 S 2331733" W
N 31°51’58” W. \ 38.26
19.69” \
A=55.59" one
R=31.84" °
D=100°01731”
eee ot A=105.43"
: R=56.84"
D=106'16’03”
CB=N 85'23'46” W
CL=90.95’
Graphic Scale
1" = 40!
40 0 2 40 80 160
ee
BROWN CAM RESUBDIVISION
CROSS RECIPROCAL RIGHTS EASEMENT PLAN
PLAN PREPARED FOR:
SHARON C. BROWN
9 JOSAN DRIVE
WATERFORD, CONNECTICUT
SCALE: 1" = 40'
MARCH 1, 2025
REVISED: AUGUST 14, 2025 SHEET 3 OF 4

Soils Map
BITUMINOUS CONCRETE DRIVEWAY DETAIL
CROSS SECTION
BACKUP EDGE WITH NATIVE, NTS
‘SUBGRADE MATERIAL
COMPACTED NATIVE.
‘SUBGRADE MATERIAL
NOTES:
1.34AC +
Canton and Chariton
15 to 35% Slopes
LOT. 2
140897SF
3.23AC +
LOT 1
58446SF
MINIMUM 3° BITUMINOUS
CONCRETE
MINIMUM 6" COMPACTED 1 1/4"
PROCESS AGGREGATE
41. MINIMUM WIDTH OF PRIVATE DRIVEWAYS SHALL BE 12 FEET; SHARED DRIVEWAYS SHALL BE A MINIMUM OF 15 FEET
‘2. MAXIMUM LONGITUDINAL GRADE OF DRIVEWAY SURFACES SHALL BE 12% WITH A MAXIMUM CROSS SLOPE OF 5%
‘3. DRIVEWAY SURFACE SHALL SHED SURFACE WATER RUNOFF IN LINE WITH NATURAL GRADES ANDIOR TOWARDS
‘STORM WATER MITIGATION MEASURES AS APPROPRIATE.
4. DETAIL SHALL APPLY TO ALL DRIVEWAYS ON SITE PLAN - PRIVATE AND SHARED
Soil Classifications:
Hinckley gravelly sandy loam, 15 to 45 percent slopes
Inland Wetland Soil: Other
Hydric: Other
Septic Potential: Low Potential
Parent Material: Glaciofluvial
Stormwater Runoff Management:
Suitability for Dry Detention Ponds: Least Suitable
Suitability for Infiltration Systems: Least Suitable
Suitability for Pervious Paving: Least Suitable
Suitability for Wet Extended Detention Basins: Least Suitable
Merrimac sandy loam, 3 to 8 percent slopes
Inland Wetland Soil: Other
Hydric: Other
bas Septic Potential: High Potential
Parent Material: Glaciofluvial
Stormwater Runoff Management:
Canton and Chariton _ Suitability for Dry Detention Ponds: Least Suitable
3 to 8% Slopes Suitability for Infiltration Systems: Somewhat Suitable
Suitability for Pervious Paving: Somewhat Suitable
Suitability for Wet Extended Detention Basins: Least Suitable
Canton and Chariton soils, 15 to 35 percent slopes, extremely stony
Inland Wetland Soil: Other
Hydric: Other
Septic Potential: Medium Potential
Parent Material: Melt-out Till
Stormwater Runoff Management:
Suitability for Dry Detention Ponds: Least Suitable
Suitability for Infiltration Systems: Least Suitable
Suitability for Pervious Paving: Least Suitable
Suitability for Wet Extended Detention Basins: Least Suitable
Canton and Chariton soils, 3 to 8 percent slopes, very stony
Inland Wetland Soil: Other
Hydric: Other
Septic Potential: High Potential
Parent Material: Melt-out Till
Stormwater Runoff Management:
Suitability for Dry Detention Ponds: Least Suitable
Suitability for Infiltration Systems: Somewhat Suitable
Suitability for Pervious Paving: Somewhat Suitable
Suitability for Wet Extended Detention Basins: Least Suitable
Finished channel
cross-section -
Intermediate Riprap - Native Subgrade
minimum 12 in. depth
Geotextile/Filter fabric
RIPRAP SWALE DETAIL
NOTES:
1. Stone aggregate shall be Intermediate Riprap per CTDOT Form 818 Section
M.12.02 unless otherwise specified on plans.
2. Dimensions otherwise specified on plans shall be considered and constructed.
FEMA Map
7
a we
a i
LOT 1
58446SF
1.34AC +
Flood Zone "X"
LOT 2
140897SF
3.23AC +
Seale
T= 100°
100 0 10 Et 0
FEMA Map Reference:
Area Of Minimal Flood Hazard
FIRM Map, New London County, Connecticut (Alll Jurisdictions) Panel 481 of 554, Community: Town of Waterford,
Number: 090107, Panel 0481, Suffix J. Map Number 09011C0481J; Map Revised: August 5, 2013.
FIRM Map, New London County, Connecticut (All Jurisdictions) Panel 477 of 554, Community: Town of Waterford,
Number: 090107, Panel 0481, Suffix J. Map Number 09011C0477J; Map Revised: August 5, 2013.
EXISTING
SLOPE
EXISTING
VARIES
WATER SERVICE TRENCH DETAIL ELECTRIC/COMMUNICATION UTILITY TRENCH
SANITARY SEWER SERVICE TRENCH DETAIL
es EASTING GRADE: EXISTING GRADE_~{“
EXISTING ee | OR ROADWAY 
OR ROADWAY
OR ROADWAY
COMPACTED NTE,» COMPACTED
‘CLEAN BACKFILL —~
CLEAN BACKFILL —~ CLEAN BACKFILL
MATERIAL—12” a= Ae RT SEATESBAL HI Posce _—s MATERIAL !-—~. 30” MINIMUM
uFTS COVER uFTS COVER COVER
6” COMPACTED jeanne Smee)
MINIMUM
MINIMUM
Minium —~_] COVER COVER SN
COVER
Bs SeayPER MINIMUM 3”
:3 Li zd be ss ete pa) = Pvc CONDUIT
PITCHED TO ‘OR PER LOCAL Beene J
DRAIN PER LOCAL ee AUTHORITY Re
AUTHORITY 2 ee
ge (CLEAN SAND 12” COMPACTED eS ENR GME
6” COMPACTED 2 — BEDDING 3” COMPACTED
‘MINIMUM BASE Ee en ee MINIMUM BASE
18” ORTYPICAL Po ica 18” ORTYPICAL
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOTES: NOTES: NOTES:
11. SIZE OF SERVICE TO BE DETERMINED BY NEEDS OF STRUCTURE AND CUSTOMER. TYPICAL 1. SIZE OF SERVICE TO BE DETERMINED BY NEEDS OF STRUCTURE AND CUSTOMER. TYPICAL 1. CONDUIT AND SERVICE CONNECTIONS TO BE MADE PER LOCAL UTILITY SPECIFICATIONS AND
RESIDENTIAL CONNECTION DEPICTED. RESIDENTIAL CONNECTION DEPICTED. REQUIREMENTS.
2. CONNECTION TO EXISTING SEWER LATERAL CONFIGURATION OF THE SERVICE SHALL BE MADE 2. CONNECTION TO WATER MAIN AND CONFIGURATION OF THE SERVICE METER/VALVING SHALL BE
PER SPECIFICATIONS OF LOCAL WATER UTILITY. MADE PER SPECIFICATIONS OF LOCAL WATER UTILITY. TYPICALLY SADDLE TAP FITTING AND
‘CORPORATION STOP, SHUT OFF VALVE AND WATER METER.
‘INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
2-3"
1-9"
NOTE: PREMANUFACTURED FENCE MAY BE USED.
CT DOT 2"
FILTER FABRIC
CONSTRUCTION ENTRANCE
The construction entrance is utilized to reduce the
tracking or flowing of sediment onto public right of ways.
Construction Specifications
1. Area of entrance to be cleared of all vegetation,
and other objectionable materials.
roots
2. Gravel shall be placed to specified dimensions.
3. A road stabilization filter cloth can be placed on
subgrade prior to gravel placement to prevent pumping
if required.
4. Aggregate size to be ASTM C-33, size No. 2 or 3 or CT.
DOT 2" size crushed gravel.
EXISTING SLOPE
VARIES
CATCH BASIN TOP
TYPE "C” CONC CURB
TOP SHOWN.
ADDITIONAL TOPS
AVAILABLE.
CORBEL
HEIGHT AVAILABLE:
3”
12°
RISER
SUMP
HEIGHT:
INSIDE 18”
OUTSIDE 26”
i:
HEIGHT:
6°
5. SECTION IS MONOLITHIC.
HEIGHTS AVAILABLE: 6. DESIGN LOAD: AASHTO H-20
1 To 4-8" WEIGHT CHART
PRODUCT APPROX WEG
6" BASE SLAB 2300 LBS.
EI S200 BS.
RISER WALL PER FOOT 1950 _LBS.
‘8° CORBEL 1700 _LBS.
KNOCKOUT AS [12 conser 72500_L8S.
REQUIRED
TYPE |
CATCH BASIN
COMPONENTS
DESIGN COMFORMS TO CDOT
AND LOCAL SPECIFICATIONS.
NOTES:
1. REINFORCING STEEL WELDED WIRE
FABRIC CONFORMS TO LATEST ASTM
SPECIFICATION A185.
2. REINFORCING STEEL DEFORMED
BARS CONFORM TO LATEST ASTM
SPECIFICATION A615/A706.
3. CONCRETE COMPRESSIVE
STRENGTH— 4000 PSI AT 28 DAYS.
4. METHOD OF MANUFACTURE: WET
CAST.
v
Z
UNITED CONGRETE PRODUCTS INC.
173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941
YALESVILLE, CT 06492 (203) 269-3119
IMEN CE
NOT TO SCALE
0.51"
VARIES
——
SIDE VIEW
WATER QUALITY VOLUME
9,616 FT? OF TREATMENT CAPACITY.
THE WATER QUALITY VOLUME (WQV) FOR THE DEVELOPED AREA IS CALCULATED TO BE 2,333 FT? AS.
PRESENTED BELOW. THE WQV IS TREATED WITH THE PROPOSED DETENTION BASIN WHICH PROVIDES
c Where,
wov = 233 2)
aye (1.33")(0.1511) (139,310)
12
WV = 2,333 ft?
R=0.05 + 0.009)
Where,
/= percent impervious cover
1 = 12.12% (12.12)
R=0.05 + 0.009(12.12)
R=0.1511
A=139,310 f
DETAIL DRAWINGS & NOTES
PLAN PREPARED FOR:
SHARON C. BROWN
9 JOSAN DRIVE
WATERFORD, CONNECTICUT
MAY 30, 2024
REVISED THROUGH: AUGUST 14, 2025
SHEET 4 OF 4