Zoning Board of Appeals (linked)

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1 WATERFORD RESIDENCE ’R—20W’ DISTRICT Sele: IN GREED z £828
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ITEM REQUIRED EXISTING PROPOSED EXISTING PROPOSED ey Ba bg z
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(#37 OSWEGATCHIE) (#37 OSWEGATCHIE) (#35 OSWEGATCHIE) (#35 OSWEGATCHIE) LEGEND Bo 5 N im S oS
2 LEVEN <Ze0x239
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yore 8 iN MIN. LOT AREA 20,000 S.F. 10,570.89 S.F. (1) 10,570.89 S.F. (NO CHANGE) (1) 12,691.46 S.F. (1) 12,691.46 S.F. (NO CHANGE) (1) a EXISTING PROPERTY/STREET LINE ee e bi = Te
TO BE DISSOLVED PER REF. 1.A. Ou 26 Zu
MIN. FRONTAGE 85 FT. 174.1 FT. 148.1 FT. (—26.0 FT.) 50.07 FT. (1) 76.11 FT. (+26.04 FT.) (2) 28 ahd age in
_ -- EXISTING PROPERTY/STREET LINE z29b680zrs
volte \- STREET LINE SETBACK Pre a io Mites ” cae Ano CHANGE) (EX. GARAGE) (1) 1.9 FT. (EX. GARAGE) (1) 1.9 FT. (NO CHANGE) (EX. GARAGE) (1) PROPOSED PROPERTY/STREET LINE
OSWEGATCHIE ROAD .2 FT. (EX. 5 FT. (PR. SKY BRIDGE STEPS) es ee
( 50 FT. 
26.2 FT. (EX. EAVE) (1) 26.2 FT. (NO CHANGE) (EX. EAVE) (1) PER REF. 1.A
a ‘& POINT COMFORT) 86:1 FT. (EX. ENTRY PORCH) 83.1 FT. (PR. EAVE) (3) 27.7 FT. (EX. HOUSE) (1) 27.7 FT. (NO CHANGE) (EX. HOUSE) (1) eats
oe 4 88.7 FT. (EX. HOUSE) 84.7 FT. (-4.0 FT.) (PR. HOUSE) eer ree Ses : >, eS BUILDING SETBACK LINE
wee 5 yl MOF TNO HAND (E_CONCRETE SHELF) 2) aA lb! FEMA FLOOD) ‘ZONE “LINE
d 0.0 FT. (EX. CONCRETE SHELF) (1) 7A FT. (+1.1 FT.) (EX. GARAGE) (2) 0.1 FT. (EX. SHED) (1) 0.1 FT. (NO CHANGE) (EX. SHED) (1)
a SIDE YARD SETBACK SOFT 0.2 FT. (EX. HOUSE) (1) 17.2 FT. (+19.7 FT.) (PR. DECK STAIRS) (2) 3.9 FT. (EX. EAVE) (1) 3.9 FT. (NO CHANGE) (EX. EAVE) (1) < OnW EXISTING OVERHEAD WIRES
a! (NORTH BOUNDARY) ; 0.2 FT. (EX. STAIRS) (1) 17.5 FT. (PR. DECK) 3.9 FT. (EX. HOUSE) (1) 3.9 FT. (NO CHANGE) (EX. HOUSE) (1) & Ww EXISTING WATER LINE
6.0 FT. (EX. GARAGE) (1) 20.4 FT. (PR. EAVE) (3) 12.4 FT. (EX. WELL HOUSE) (1) 12.4 FT. (NO CHANGE) (EX. WELL HOUSE) (1) =
22.2 FT. (+22.0 FT.) (PR. HOUSE) Ww i) EXISTING DRAINAGE LINE
5.9 FT. (PR. EAVE) (2)(3) 0.9 FT. (EX. GARAGE) (1) 26.9 FT. (+26.0 FT.) (EX. GARAGE) a SAN EXISTING SANITARY LINE
SIDE“YARDISE TRACK 12.0 FT. (EX. HOUSE) (1) 7.6 FT. (PR. SKY BRIDGE) (2) 6.9 FT. (EX. DECK) (1) 18.0 FT. (411.1 FT.) (EX. DECK) (1) ir] ayer
(SOUTH BOUNDARY) 20 FT. 14.4 FT. (EX. DECK) (1) 8.0 FT. (—4.0 FT.) (PR. HOUSE) (2) 9.6 FT. (EX. REAR DECK) (1) 10.3 FT. (+0.7 FT.) (EX. REAR DECK) (1) 5 SF PROPOSED SILT FENCE W/ HAY BALES a
E WaT — aa 26.5 FT. (EX. GARAGE) 16.4 FT. (+2.0 FT.) (PR. DECK) (2) 11.3 FT. (EX. EAVE) (1) 16.1 FT. (+4.8 FT.) (EX. EAVE) (1) AM Iie) | Ptecceat EVE: EXISTING CONTOUR S2nz
4 26.5 FT. (EX. GARAGE) 12.9 FT. (EX. HOUSE) (1) 18.1 FT. (+5.2 FT.) (EX. HOUSE) (1) i 9305
BZAy Be Rea 0.0 FT. (EX. ner SHELF) (1)/0.0 FT. (NO CHANGE) (EX. CONCRETE SHELF) (2)| 38.0 FT. (EX. WELL HOUSE) (1) 38.0 FT. (NO CHANGE) (EX. WELL HOUSE) (1) EXISTING BUILDING TO REMAIN goe8
3.3 FT. (EX. DECK) (1) 0.4 FT. (—2.9 FT.) (PR. DECK) (2) 108.2 FT. (EX. DECK) 108.2 FT. (NO CHANGE) (EX. DECK) Qzre
HE AG 4 2r
A\ so a ” (NIANTIC RIVER) 50 FT. 6.5 FT. (EX. HOUSE) (1) 4.4 FT. (PR. EAVE) (2)(3) 117.8 FT. (EX. EAVE) 117.8 FT. (NO CHANGE) (EX. EAVE) EXISTING BUILDING TO BE REMOVED Ero
~ iF 3 one = 8.5 FT. (EX. STAIRS) (1) 6.5 FT. (NO CHANGE.) (PR. HOUSE) (2) 119.6 FT. (EX. HOUSE) 119.6 FT. (NO CHANGE) (EX. HOUSE) PROPOSED BUILDING Boys
4 ie e)
¢ a MAX. BUILDING HEIGHT 35 FT. <35 FT. (EX. HOUSE) 35.0 FT. (PR. HOUSE) (4) <35 FT. (EX. HOUSE) <35 FT. (NO CHANGE) (EX. HOUSE) PROPOSED OVERHEAD WIRES =e<
ieiiey STR BUMOINGT. 25% (£2,642 S.F.) 11.8% (£1,247 SF.) 17.5% (£1,855 S.F.) (+5.7%) (+608 S.F.) 16.9% (£2,139 S.F.) 16.9% (£2,139 S.F.) (NO CHANGE) PROPOSEDAMATER, CINE
LOCATION MAP | i COVE 
PROPOSED SANITARY SEWER LINE
awoke wer ans (1) EXISTING NON—CONFORMITY.
1”=1000 Hi e H (2) PROPOSED VARIANCE SHOWN IN BOLD FOR CLARITY. 
EXISTING WATER VALVE
(3) PER SECTION 3.4 OF THE WATERFORD ZONING REGULATIONS, NO PORTION OF ANY ROOF OVERHANG OR SIMILAR ARCHITECTURAL FEATURE SHALL PROJECT INTO ANY REQUIRED FRONT, SIDE OR REAR YARD. 
EXISTING HYDRANT
GENERAL NOTES: (4) BUILDING HEIGHT IS MEASURED FROM THE B.F.E. (ELEV. 14.0) TO THE MEAN ROOF LEVEL BETWEEN THE EAVES AND RIDGE (EL. 49.0). PROPOSED BUILDING HEIGHT = 35.0 FT.
. (8) BUILDING COVERAGE INCLUDES THE GROUND AREA ENCLOSED BY THE WALLS OF THE BUILDING TOGETHER WITH THE AREA OF COVERED PORCHES AND OTHER ROOFED PORTIONS. SEE COVERAGE TABLES ON THIS SHEET FOR UTILITY POLE/GUY ANCHOR
1. THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE INFORMATION: MORE: INFORBATION, 
a)
: (6) MAX BUILDING COVERAGE IS DEFINED AS THE AGGREGATE AREA OF ALL BUILDINGS ON THE LOT BEARS TO THE AREA OF THE LOT. A BUILDING IS DEFINED AS ANY STRUCTURE HAVING A ROOF AND INTENDED FOR THE CONCRETE MONUMENT a\lz
A) A CLASS A-2 SURVEY MAP ENTITLED "LOT LINE REVISION, PROPERTY SURVEY OF 35 & 37 SHELTER, HOUSING, OR ENCLOSURE OF PERSONS, ANIMALS OR MATERIALS AND ANY OTHER STRUCTURE MORE THAN 6 FEET HIGH (INCLUDING A SOLID FENCE/WALL BUT EXCLUDING UTILITY POLES, ANTENNAS, OR FLAGPOLES). S/Blu
OSWEGATCHIE ROAD, WATERFORD, CONNECTICUT, PREPARED FOR ELIZABETH POTTS”, SCALE: SEE COVERAGE TABLES FOR MORE INFORMATION. ° IRON PIPE/PIN S/Zle
1”=20’, DATED: JULY 31, 2024, PREPARED BY GESICK & ASSOCIATES, P.C. 
GtD. GRADE TO DRAIN 81z\6
B) ARCHITECTURAL PLANS ENTITLED "NEW BUILD AT THE HILLSIDE BOAT HOUSE, 35 WATERFORD COVERAGE TABLES 
ie ie |Z E
OSWEGATCHIE RD, WATERFORD, CT 06385”, SCALE: 1/4”=1', DATED: JUNE 25 2024, AND EXISTING PROPOSED 8S EXISTING DECIDUOUS TREE Z/<|o
UPDATED THROUGH JUNE 21, 2025, PREPARED BY ABARCA DESIGN & BUILD, LLC. = == e) EXISTING BUSH /SHRUB 2/8 z fe}
©) SEWER CONNECTION CARD FOR 37 OSWEGATCHIE ROAD. att re 2 / Tels &
D) A CLASS A=2 SURVEY MAP ENTITLED "TOPOGRAPHIC SURVEY OF 35 & 37 OSWEGATCHIE = Pe BUD BR) PROP. STAIRS <6" * EXISTING CONIFEROUS TREE BE | e|S
ROAD, WATERFORD, CONNECTICUT, PREPARED FOR ELIZABETH POTTS” SCALE: 1”-20', DATED: F: PROP. OVERHANG &)o/B/g
OCTOBER 9, 2023 AND REVISED THROUGH JANUARY 31, 2025, PREPARED BY GESICK & EXIST. 9 EX. GARAGE EX. GARAGE 5 Pad ban
ASSOCIATES, P.C. 
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2. THE APPLICANT IS ELIZABETH POTTS OF 100-2 JOSHUATOWN ROAD LYME, CT 06371. 2| 2/2
3. THE SUBJECT PARCEL IS IDENTIFIED AS LOT 5856 ON TAX ASSESSOR'S MAP 102. THE DEED =\s\e
REFERENCE OF THE PROPERTY IS VOLUME 1841 PAGE 247. THE AREA OF THE PARCEL IS Elz
10,570.89 S.F. OR 0.24 ACRES. 
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4. THE SUBJECT PROPERTY IS LOCATED WITHIN THE 'R-20W’ ZONING DISTRICT. THE PARCEL LIES
WITHIN THE COASTAL AREA MANAGEMENT ZONE. THE PARCEL LIES WITHIN FEMA FLOOD HAZARD
ZONE AE (EL 12) AND THE WATERFORD FLOOD ORDINANCE ADDS TWO FEET TO THE FEMA
FLOOD ELEVATION TO 14 (NAVD-88). TeGer arr PROP. DECK/SKYBRIDGE
5. THE APPLICANT IS PROPOSING TO DEMOLISH THE EXISTING 2—BEDROOM RESIDENCE AND {legate PROP. HOUSE olSla
ASSOCIATED FEATURES (SHADED YELLOW) AND CONSTRUCT A NEW 3—BEDROOM FEMA FLOOD EXISTING HOUSE PROP. DECK PROP. CHIMNEY g/8 18
COMPLIANT RESIDENCE ON THE LOT, ALSO A LOT LINE MODIFICATION IS PROPOSED, AND NING
OTHER ASSOCIATED IMPROVEMENTS TO MAKE BOTH LOTS MORE CONFORMING. SCALE: 1”=60' SCALE: 1"=60° z/8\s
6. THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE WATERFORD ZONING BOARD OF APPEALS SSIS
FOR NECESSARY VARIANCES AND THE WATERFORD PLANNING AND ZONING COMMISSION FOR A LOT_AREA: 10,570.89 S.F. | LOT AREA: 10,570.89 S.F. 
°
COASTAL AREA MANAGEMENT PLAN REVIEW. EXISTING HOUSE: 613.4 SF. | PR. HOUSE, CHIMNEY + OVERHANG: 962.5 SF. 
mlale
EXISTING FRONT PORCH: 23.2 SF. 
EXISTING
7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND PUBLIC SEWER. SMe UNG GOLDINE 1aag CE | PR. DECK + DECK STAIRS: 460.7 SF. 
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8. REFER TO ARCHITECTURAL DRAWINGS (REF. B) FOR ADDITIONAL PROPOSED BUILDING EXISTING GARAGE: 254.3 SF. | PR. SKY BRIDGE: 104.9 SF.
INFORMATION. EXISTING DECK: 172.0 SF. | EXISTING WALLS >6’: 72.3 SF.
9. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD-88 DATUM PER REF. A & D. EXISTING WALLS >6’: 41.1 SF. | EXISTING GARAGE: 254.3 S.F N/F
CONSTRUCTION NOTES: EXISTING BUILDING COVERAGE: ___—_—‘1,247 Sf, | PROPOSED BUILDING pei = ESOS: KYM J. & JOYCE M. GODDU
‘ PERCENT EXISTING PERCENT PROPOSED 1 33 OSWEGATCHIE ROAD
5 am 11.8% ae = 17.5% #
1, THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON FIELD LOCATIONS BUILDING COVERAGE: 10,570.89 S.F. BUILDING COVERAGE: 10,570.89 S.F. i N/F
AND INFORMATION PROVIDED BY OTHERS. THEIR ACTUAL LOCATION MAY VARY FROM THOSE : ai
INDICATED AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL BOTS IARD :SETEACK PAE ‘i mene
CONTACT "CALL BEFORE YOU DIG” AT 800-922-4455 TO MARK OUT ALL UNDERGROUND 3 ©
UTILITIES A MINIMUM OF 3 DAYS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. 
— EXIST, WELL HOUSE EXISTING #34 OSWEGATCHIE ROAD
CONTRACTOR SHALL VERIFY ALL LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL_ UTILITIES | wa
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE TOWN OF O 0
WATERFORD STANDARDS AND REGULATIONS. SRR RS ieee
2. ALL UTILITIES SHALL BE INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS AND —— PROPOSED 50" a3
SPECIFICATIONS OF THE TOWN OF WATERFORD, VEOLIA WATER, AND THE CUSTODIAL UTILITY FRONT YARD SETBACK ke
COMPANIES. : HIGH TIDE LINE (ELEV. 2.1°) & Dy, Or
3. ALL. PROPERTY LINES SHALL BE VERIFIED IN THE FIELD. NO PRIVATE PROPERTY SHALL BE : COASTAL JURISDICTION LINE (ELEV. 2.1) = Oo at,
DISTURBED UNLESS PROPER RIGHTS ARE OBTAINED PRIOR TO CONSTRUCTION. ALL TREE 5 0 EXISTING Pad
REMOVAL SHALL BE COORDINATED WITH ALL AFFECTED PROPERTY OWNERS PRIOR TO DALAL EXISTING TREE LINE a i A Sea
CONSTRUCTION. PROPOSED 20’ ». \ 50” STREET —— a 5
s ee i
4. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. THE BE WARD SPIE 5, eas Soy LINE SETBACK : \ ane) ao.
CONTRACTOR SHALL CONFIRM AND ABIDE BY ANY APPLICABLE 'NO HAMMER’ TIME PERIODS OF MEAN HIGH WATER (ELEV. = 0.9’) - yan SBAK| ia \ No exmnc \ Ww Og -
THE COMMUNITY. 
_——. \ ‘\ fe} ke s: >
5. THE CONTRACTOR SHALL OBTAIN, REVIEW AND ADHERE TO ALL REQUIREMENTS AND ANY e : — = he - -
CONDITIONS OF APPROVAL OF THE TOWN OF WATERFORD. aR Speers eae a oe fant ; ee NEN HS a (e)
6. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES 2 pees J (TO REMAIN) No a O
AND THE NIANTIC RIVER FROM ANY EROSION AND/OR SEDIMENTATION. SILT FENCE AND STAKED NIANTIC spent te S 7842111" W : EXIST. FENCE a oc
HAYBALES SHALL BE INSTALLED AND SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL i) f & LSCAPE me | aa a
EVENTS. E & S CONTROLS SHALL BE REPAIRED OR REPLACED AS NECESSARY WITHIN 24 & - ead ae (To BE REMOVED | 2 x Aad
HOURS THROUGHOUT THE CONSTRUCTION DURATION. ALL ACCUMULATED SEDIMENTS AT ALL @ RIVER — PROP. TREELINE (TYP.) (SEE CONST. NOTE #11) 2 aN 89°29'16" W pS INEGESSONY) 2 N/F = [a sain re)
EROSION AND SEDIMENT CONTROLS SHALL BE PERIODICALLY REMOVED AND SPREAD IN AREAS : 3 EXISTING TREES TO BE REMOVED 2% fra 7 7PR, 20° SDE SBACK 4) ya Qn = P WILLIAM L. & Oe LL
THAT ARE NOT SUBJECT TO EROSION. ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE : st aN a aat ok te Cae SANDRA J. NEFF MNlrrae
REQUIRED BY THE TOWN AND SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR. 3 é 1 50° REAR S.BACK~, | Q. 
Bf 495' y <x oS
THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ALL Bader 7 Epa ee a rat ae br S$ #7 JOSAN ROAD OW
EROSION AND SEDIMENT CONTROLS ONCE THE SITE IS COMPLETELY STABILIZED. 
PROPOSED DEGK SHLIRS : gas ve | / | O/;u ee
7. ALL EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED.. THE CONTRACTOR SHALL GRADE THE se ana O00 SROR STOKE PROP. TEMP. = O|fZG
PROPERTY IN SUCH A MANNER TO MAINTAIN EXISTING LOCAL DRAINAGE PATTERNS AND TO BRS MOOD DOCK (10 REMAN) e/ DRIVE. EXT. SOIL STOCKPILE 5 tn =
PREVENT EXCESS RUNOFF AND/OR PONDING ON ADJACENT PROPERTIES BOTH DURING AND PROPOSED 2-STORY WOOD DECK =~. (SEE DETAIL) (SEE DETAIL) | a
AFTER CONSTRUCTION. ABOVE EXISTING AT-GRADE CONCRETE PATIO 
Bs E MANHOLE 1637 4 Lu =
8. GENERAL LOT GRADING AND THE FINISHED FLOOR ELEVATION OF THE PROPOSED HOUSE AND EXISTING WOOD DECK (TO BE REMOVED) Pronti eelck | TOR OF (RAME- 29:00. “yn
ARE BASED ON AVAILABLE INFORMATION. THESE ELEVATIONS SHALL NOT BE ADJUSTED BY THE EXISTING CONCRETE PATIO AT GRADE (TO REMAIN) dian lie ie (NOT ACCESSIBLE) ao
CONTRACTOR WITHOUT PRIOR REVIEW AND APPROVAL OF THE DESIGN ENGINEER. | MEAN HIGH WATER (ELEV. = 0.9) & N
9. THE DRIVEWAY SHALL BE CONSTRUCTED WITH PERMEABLE PAVERS OR DECORATIVE CRUSHED ee ion)
STONE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE BUILDING AND EXIST. 1-STORY 2-BEDROOM === O. (SEE DETAL) (© i AL - SEWER MANHOLE 1638
IMPROVEMENTS IN THE EXACT LOCATION SHOWN AND SHALL BE CONSTRUCTED TO THE EXACT YEAR-ROUND DWELLING © WHS 0 LS5985" lL ---FFotal ES TOR SOF SERAME a2\cZ2i 16
DIMENSIONS SHOWN ON THE LATEST SITE AND ARCHITECTURAL PLANS IN ACCORDANCE WITH SALAS (RED-BORDER YELLOW HATCH) #:;: 02509, Ned Seca od INV. (1) = 23.1
VARIANCES GRANTED. ALL DIMENSIONS SHALL ACCOUNT FOR ANY SIDING OR CLADDING. Bae (BR)? para aula INV. (2) = 15.4’
11. ALL EXISTING VEGETATION OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED. EXISTING ©" EXISTING CONCRETE PAVERS (T.B.R.) ps2 < Wee
VEGETATION SHALL BE REMOVED ONLY IN AREAS NECESSARY FOR SITE CONSTRUCTION :
ACTIVITIES. ANY ADDITIONAL CLEARING OUTSIDE OF THE PROPOSED CLEARING LIMITS SHALL BE De CONGRE TE: SHELF tESROSED FOOTING (TO) REMAIN) i
APPROVED BY TOWN STAFF PRIOR TO CLEARING. : EXISTING CONCRETE COVER (T.B.R.)
12. ALL AREAS SHALL REMAIN UNDISTURBED UNTIL IMMEDIATELY PRIOR TO SITE DEVELOPMENT. PROP. SILT FENCE WITH STAKED as BALES (Ste DETAIL)
13. ALL TREES, BRUSH, STUMPS, WOOD CHIPS OR OTHER ORGANIC MATTER SHALL BE DISPOSED (SEEXCONST. NOTE #8) ee (rar) & RECEIVED DATES
OF PROPERLY OFF-SITE. WOOD CHIPS MAY BE USED AS A SILTATION BARRIER DURING EXISTING ROCK AREA 7 US 20’ SIDE S.BACK | SEPTEMBER 19, 2024
CONSTRUCTION AND SPREAD AFTER SITE IS STABILIZED. NO ORGANIC MATTER INCLUDING MobtGe Ch i PROP. SKY | | Nov 20
TREES, BRUSH AND STUMPS SHALL BE BURIED ON-SITE. WN CRASTAL, BLUEE Se ks ; ~ : BOK E 2025 SCALE:
14. THE DISTURBED COASTAL SLOPE AREA SHALL BE REPLANTED AND ENHANCED IN ACCORDANCE (TO REMAIN) # ers SFE. 4 428.4" i se ClxP sane Een = ie co} Planning & Devel 1"=20'
WITH THE CONNECTICUT COASTAL PLANTING GUIDE (2021), OR AS AMENDED. PLANT SPECIES AZ, ‘ TPE. = £35.3' y ve i957 Me Guiies Das | | Town of Ws velopment
SELECTION, INSTALLATION METHODS, AND MAINTENANCE PRACTICES SHALL FOLLOW THE EXISTING S BENCHMARK SU Beis 4 | faterford, CT DRAWN BY:
GUIDANCE OUTLINED IN THE DOCUMENT TO PROMOTE NATIVE VEGETATION, EROSION CONTROL, ; PROP. COASTAL BLUFF “HOUSE = ENCE INV. OUT 15” C.P. 28.4 | RM
AND COASTAL HABITAT RESTORATION. = : a ENHANCEMENT AREA (TYP.) N/E S /| |MAG NAIL IN CL&P #957 SUMP = 28.3
APPROXIMATE COASTAL BLUFF ENHANCEMENT AREA = +1,100 S.F. 
EXISTING DOCK wy: (GREEN DOTTED HATCH) y F ke) x / ELEV. = 36.24 CHECKED BY:
APPROXIMATE AREA OF VEGETATION TO BE PROTECTED = +1,950 S.F. 
&. ay (SEE CONST. NOTE #14) DOLORES P. DWORAK 7 A g e/ DATUM: NAVD _1988 Iw
¥ “Ss #3 POINT COMFORT Fi SEWER MANHOLE 1550 CATCH BASIN = TYP CL 5
: ee i ne a TOP OF FRAME = 34.90’ TOP OF GRATE = 31.37 DWG. NO.:
# 4 PROP. 1” TYPE 'K’ COPPER (OR EQUAL) — INV. = 24.0° INV. OUT 15” C.P.P. 28.7" CSP-1
vw. WATER SERVICE LINE (SEE DETAIL) ; : : SUMP = 26.4°
é 7 ‘ PROP. SANITARY FORCE MAIN LATER TO CONNECT TO / N/F SHEET NO.:
Pad EXISTING SEWER VALVE (SEE CONST. NOTE #2) DOLORES P. DWORAK 1 of 4
rhe #2 POINT COMFORT
EXIST. OVERHEAD WIRES TO BE REMOVED AND REPLACED — JOB. NO.:
2024-1118
PROP. UTILITY POLE LOCATION —

| —— +3-—4” CRUSHED STONE Y S wo
a
a aS TS
£8” COMPACTED 8 aeay
GRAVEL BASE ERuszbeH
gasses
BOZNhoae
me Zoe Susek
BLANKET ANCHORS Boe. b g <3
_ COMPACTED (NON—ORGANIC) = 8 a y zgue
| EARTH SUBGRADE Zogr2qox
v on 6 <4 5 Soak
at tpennie it ® NOT TO SCALE
EROSION CONTROL = ,
=
BLANKETS S Bie x
{ x
ie)
ee 25’ MIN.
5 S
NOTES: re
1. CONTRACTOR SHALL PREPARE SURFACE, REMOVE PROTRUDING OBJECTS AND INSTALL TEMPORARY EROSION
CONTROL BLANKETS IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS AND SPECIFICATIONS. ar
2. CONTRACTOR SHALL ENSURE THE ORIENTATION AND ANCHORING OF THE BLANKET IS APPROPRIATE FOR THE S82
SITE. aeFo
3. CONTRACTOR SHALL INSPECT THE TEMPORARY EROSION CONTROL BLANKET AT LEAST ONCE A WEEK AND WITHIN & SSa2
24 HOURS OF THE END OF A STORM WITH RAINFALL OF 0.5 INCHES OR MORE. IF WASHOUT OR BREAKOUT & azos
OCCURS, CONTRACTOR SHALL RE-INSTALL THE BLANKET AFTER REGRADING AND RE-SEEDING THE AREA. Sew
woo
S222
oO
i=}
NOT TO SCALE = Vinal sas
iw CONNDOT GRADATION No. 3 STONE =
FILTER FABRIC
NOTES:
1. REMOVE TOPSOIL AND ORGANICS BEFORE PLACING FILTER FABRIC AND ANGULAR STONE.
SILT FENCE BARRIER 2. REDRESS STONE THROUGHOUT CONSTRUCTION AS NEEDED.
(SEE DETAIL)
NOT TO SCALE
g
TEMPORARY SOIL z/Z
STOCKPILE AREA £13 o
=|
PAVEMENT REPAIR 82a
J=—AS REQUIRED BY —- S\=
SEE TYPICAL LOCAL AUTHORITY g ae
PAVEMENT 
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Lo 42"—e4 PAVEMENT OR FINISHED GRADE Z/a/S|z
FORCE MAIN DUCTILE IRON SECON saat | zIRIZ/e
PIPE 8” MJ FITTINGS ~lOle |e
wl *le1o
Qlwnlw 8
v SAWCUT & CLEAN v16|t1a
. EXISTING PAVEMENT SELECT BACKFILL MATERIAL ZI8le
AND PAINT EDGES = TAMPED OR APPROVED a|> 5
CONC. CHANNEL NOTES: PLAN VIEW WITH CUT BACK | NATIVE MATERIAL z|2]2
1. APPLY TEMPORARY SEED MIXTURE TO PILES IF THEY WILL NOT BE DISTURBED FOR MORE THAN 30 DAYS. ASPHALT z Cara
2. ALL SILT FENCE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL RAINFALL EVENTS. REPAIRS SHALL 2 Sn: ETE OTABLE WARKINGETAGE «|S
BE MADE IMMEDIATELY TO KEEP THE SILTATION CONTROL BARRIER EFFECTIVE. ay ae
es PER CUSTODIAL UTILITY g
48° BEND a3 REQUIREMENTS
NOT TO SCALE feted
Ge
as
NOTE: TERMINAL FITTING SIZE TO MATCH SIZE OF FORCE MAIN E ts
2"x2"x4'—0" STAKE; ANGLE eee ae pas g18|8
100° UPSLOPE FOR STABILITY 
RAEN
NOES
FORCE MAIN TERMINUS & SELF CLEANING (MAXIMUM + |_— COARSE SAND (CONNDOT slslo
NS. STAKE SPACING 7’-5" ON wz M.03.01.2) OR APPROVED Stolo
SECTION "B” CENTER) =5 : <' NATIVE FILL TAMPED bat
STAKE "B” ———— 3'-6” HIGH | --- ES he
WATERFORD UTILITY COMMISSION ine oases OQ0
6” MIN.
TOWN OF WATERFORD, CT 4-0" HIGH
DATE: 
SYNTHETIC iP Ie
JAN 2006 : FILTER FABRIC ELECTRICAL, TELEPHONE &
STAKE "A" 9 CABLE SERVICES IN SCH. 40
FINISHED PVC PIPE CONDUITS (TYP.)
SECTION A”
NOTES:
SECTION "B” 1, SELECT BACKFILL MATERIAL SHALL BE BANK~RUN GRAVEL GRADATION C, FORM 819, 2024, OR PROCESSED
STAKE "A 
AGGREGATE CAN BE USED IN LIEU OF BANK—RUN GRAVEL OR APPROVED NATIVE MATERIAL.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CONNECTICUT DOT STANDARD
STAKE "B” SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION FORM 819, 2024 OR AS AMENDED.
ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL TOWN OF WATERFORD, CITY OF NEW LONDON
UTILITIES AND CUSTODIAL UTILITY COMPANY SPECIFICATIONS.
BOE eRe MATERIALS SHALL BE INSTALLED AS SHOWN OR MATCH EXISTING CONDITIONS AS APPROVED
BACKFILL
4 NOT TO SCALE
SUBGRADE
MANUFACTURER'S
COUPLER OR BIND
WITH WIRE
6
& ot p
SECTION "A”
SIDE_OF TRENCH MAY SEE TYPICAL TRENCH JON "A'
BE SLOPED BACK_IN DETAIL
UNPAVED AREAS ONLY.
EXCAVATION MUST MEET
OSHA STANDARDS.
COUPLING OF ADJACENT STAKES
TH
SHEETING AND SHORING SECTION MEW Noire
EP REQUIRED BY OSHA 1. ALL SILT FENCE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL RAINFALL EVENTS.
REPAIRS SHALL BE MADE IMMEDIATELY TO KEEP THE SILTATION CONTROL BARRIER EFFECTIVE. PAVEMENT REPAIR
SEE TYPICAL f— AS REQUIRED BY —H}
INITAL BACKFILL PAVEMENT LOCAL AUTHORITY
NOT TO SCALE SECTION sila Ley 2"—a tits OR FINISHED GRADE
A
1/2 OD OF PIPE +6' _—
PLAN VIEW
2”x2"x4’—0” STAKE; ANGLE
SAWCUT & CLEAN
Ti
100° UPSLOPE FOR STABILITY EXISTING PAVEMENT Fl COMPACTED BACKFILL FOR STORM
OSSING SEWER POT. A IN & SELF CLEANING (MAXIMUM AND PAINT exces s«|.—S ss Si DRAINS AND WATER MAINS SUITABLE
NOT TO SCALE ° STAKE SPACING 7'—5” ON
WATERFORD, CONNECTICUT
CONSTRUCTION DETAILS
PREPARED FOR 1 POINT COMFORT LLC
37 OSWEGATCHIE ROAD, MAP 102 LOTS 5855 + 5856
WITH CUT BAC} as NATIVE MATERIAL MAY BE USED FOR
ASPHALT . / AL BACKFILL IN CONJUNCTION WITH
CENTER) SHAPED BOTTOM.
1. SEWER JOINTS SHALL BE EQUIDISTANT FRON AND LOCATED AS FAR AS POSSIBLE AWAY FROM THE WATER LINE,
PROPOSED +
2 IF THE VERTICAL SEPARATION BETWEEN THE BOTTON OF THE WATER MAIN AND THE TOP OF THE SEWER SECTION "B” STAKED 
Se DETECTABLE MARKING: APE
ti Bi Gee ay SO i, Reopen 9 te we stn “8° HAYEALES sg hee we
MECHANICAL JOINT PIPE ONE FULL LENGTH WATER NAIN SHOULD BE CENTERED OVER SEWER, ) GoNcTRUty oom ra SH FOR WATER MAINS '
A 2/3 OD OF PRESSURE Test BOM! PIPES ED, COMENT-LINED DUCTLE TRON PRE OR EQUNALENT AN Ee PISTORM TO BE HOPE
BEDDING TO SPRING BIE + 0'-9" TPES, OR (0) ENCASE GOTH PIPES IN CONCRETE. 2'— 3" MINIMUM COVER FOR __| SANITARY TO BE PVC SDR35
LINE OF HIGHEST PIPE- PIPE + O- 9” SANITARY SEWER LATERALS
R1+R2+1’—6” MIN SPACING pestle |/_ ~WATER TO BE TYPE K COPPER
¢ TO ¢ PIPES ~ FILTER FABRIC ONE om DUCTILE IRON. > 2"
STAKE "A”
THIS SECTION IS SHOWN FOR TWO PIPES. IT IS TO BE USED FOR ae a Se ABE COMPACTED SELECT GRAVEL
ANY NUMBER OF PIPES. (3/4” CRUSHED STONE FOR
SEE SPECIFICATIONS FOR BEDDING AND BACKFILL MATERIALS AND See aeh tet PVC SANITARY)
COMPACTED BACKFILL REQUIREMENTS. STAKE "A" 
io
PIPE SPACING SHOWN IS TYPICAL UNLESS OTHERWISE INDICATED. 
STAKE "B”
(VANUFACTURER'S 12” COMPACTED FINE =a 7 :
MULTIPLE PIPE TRENCH SECTION BEDDING UNDER ——j Ss BOTTOM OF TRENCH SCALE:
WITH WIRE
PIPE IN LEDGE ONLY NOT TO SCALE
BACKFILL Lead + ound | DRAWN BY:
NOTES: RM
1. SELECT BACKFILL MATERIAL SHALL BE BANK~RUN GRAVEL GRADATION C, FORM 819, 2024, OR PROCESSED D BY:
SUBGRADE AGGREGATE CAN BE USED IN LIEU OF BANK-RUN GRAVEL OR APPROVED NATIVE MATERIAL. aed
NTS
SECTION "A"
vail a
COUPLING OF ADJACENT STAKES
2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CONNECTICUT DOT STANDARD
SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION FORM 819, 2024 OR AS AMENDED. DWG. NO.:
NOTES: 3. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL TOWN OF WATERFORD, CITY OF NEW LONDON yee
WATERFORD UTIL ITY 1. ALL SILT FENCE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL RAINFALL EVENTS. UTILITIES AND CUSTODIAL UTILITY COMPANY SPECIFICATIONS. ES-1
WATERFORD UTILITY COMMISSION COMMISSION REPAIRS SHALL BE MADE IMMEDIATELY TO KEEP THE SILTATION CONTROL BARRIER EFFECTIVE. 4. ALL APROROSED MATERIALS SHALL BE INSTALLED AS SHOWN OR MATCH EXISTING CONDITIONS AS APPROVED SIERO
TOWN OF WATERFORD, CT 2. HAY BALES ANCHORED WITH (2) 2”x2"x3' STAKES FOR EACH BALE. 2 of 4
TOWN OF WATERFORD, CT
STANDARD DETAILS
NOT TO SCALE JOB. NO.:
2024-1118
NOT TO SCALE
STANDARD DETAILS
Dec 2011

7 [4
PROPOSED CONDITIONS rae el go
: AGE 4 r f 3 3°
AREA HATCHED (BLUE) = 1,508.9 S.F. 
7S 28 SCALE. IN FEET = ees
ve oTM
EXISTING PROPOSED FOOTPRINT = 790.8 S.F. 
efueebee
o a ao SEED Go G2 are = SESE? 62 G2 CTE SRIGEEES «> o> GSE o> om Ge > a <a ABBA
ase i - eee ee LEGEND goenESes
PROPOSED PROPERTY LINE CURRENT PROPERTY LINE ee _ ee EXISTING PROPERTY/STREET LINE eZee &3s
(PER REF. 1.A.) (TO BE DISSOLVED PER REF ASV wee re 
TO BE DISSOLVED PER REF. 1.A. poe bese
—--— EXISTING PROPERTY/STREET LINE z Chea ose
i 9
PROP. STAIRS <6 io PROPOSED PROPERTY/STREET LINE aakbeoas
PROP. OVERHANG Schade
. Pee) EXISTING BUILDING TO BE REMOVED
——————— PROPOSED BUILDING
EXISTING BUILDING TO REMAIN
PER REFERENCE MAP A
THE EMBOSSED SEAL OF
THE ENGINEER MUST BE
AFFIXED HERE FOR THIS
MAP TO BE VALID
OVERLAYED CONDITIONS
EXISTING
DECK
EX. BUILDING (T.B.R.)4 EX. GARAGE ra
a|6
EXISTING 4 | 2 a g
DOCK | ee on — << 9-5 —— - - oe ee oe es 2 5, 8 2
| PROPOSED PROPERTY LINE { CURRENT PROPERTY LINE 2 a 8 z
(PER REF. 1.A.) (TO BE DISSOLVED PER REF 1.A.) ele lle
I rae
PROP. STAIRS <6’ #]o/ 8/2
PROP. DECK/SKYBRIDGE ] Ara
PROP. OVERHANG = 812)2
aul ; WT S)e15
Bee PROP. HOUSE j oe g)=/2
PROP. CHIMNEY 3|s
PROP. DECK / :
START OF SLOPE
rf TM~/ 01'S lwo
NISIA
/ RERNGRS
slale
rlele
/ MINI
EXISTING CONDITIONS Pl
AREA HATCHED (RED) = 1,634.9 S.F. 
se
ein EXISTING FOOTPRINT ON SLOPE = 876.5 S.F. — te)
=XISTING 2 \9
DECK ae,
EX. BUILDING (T.B.R.)> 
Seen eget Z yg
EX. GARAGE 4 -- 3
t= / al
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EXISTING 4 se ie a5
PROPOSED PROPERTY LINE CURRENT PROPERTY LINE 5 im 5
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DATE:
SEPTEMBER 19, 2024
SCALE:
1"=10'
DRAWN BY:
RM
CHECKED BY:
Iw
DWG. NO.:
IP-1
SHEET NO.:
3 of 4
JOB. NO.:
2024-1118
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SHEET NO.:
4 of 4
JOB. NO.:
2024-1118
DATE:
SEPTEMBER 19, 2024
SCALE:
1"=5)
DRAWN BY:
RM
CHECKED BY:
r— 6S 1
15
10
PROPOSED PROPERTY/STREET LINE
EXISTING PROPERTY/STREET LINE
PER REF. 1.A.
IN FEET
PROPOSED BUILDING
EXISTING BUILDING TO REMAIN
LEGEND
SCALE
2.5
1.25
3.75
EXIST. GARAGE
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PROP. OVERHANG
PROP. SKY BRIDGE
PROP. DECK
PROP: DECK. STAIRS
Soa ae — a oe paid = ad —
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