HomeMy WebLinkAboutPlan1' 4' MIN. 1'
6' MIN.
TYPICAL CONCRETE GALLEY
RETAIN -IT
SPFClFICA TIONS:
• CONCRETE -- 5,000 PSI, 28
DAYS
• ASTM -A615 REBAR
• H-20 DESIGN LOADING PER
AASHTO HS -20-44
OPTIONS:
• DETENTION / RETENTION /
INFILTRATION
• WATERTIGHT WITH
MEMBRANES OR SEALANTS
• INTEGRAL PRETREATMENT
• FLOW CONTROL ON/OUT)
• CHOICE OF ACCESSWAY
TYPES
SURVEYORS.COM
1 LEVEL SPREADER DETAILS 3-20
MIN. 6" SOIL COVER OVER STRUCTURE
FILTER FABRIC
1"STONE OR SCREENED GRAVEL
ID
CAPACITY
WEIGHT
B
(GAL) (CU.FT)
(LBS.)
3'A
11212 161.1
10,995
B
1,268 169.1
9,885
C
1,324 176.5
8,775
D
1,268 16.9.1
9,885
4'A
1,625 216.7
12,330
B
1,703 227.1
10,707
C
1,781 237.5
9,228
D
1,703 227,1
101707
5'A
2,032 270.9
139,900
B
2,129 283,9
11,950
C
2,226 296.8
10,000
D
2,129 283.9
11,950
11AI! UBp 1#c11 I'D"
Ff
7
L I J
TYPICAL CORNER TYPICAL SIDE TYPICAL MIDDLE TYPICAL BAFFLE
SECTION SECTION SECTION SECTION
WRAP CONTINUOUS PIECE OF LINER PAD, WATERPROOF LIN7K
GEOSYNTHETIC FABRIC FROM BOTTOM, UP SIDES AND A Y MINIMUM
r / OVERHANG ON TOP. INLET/OUTLET PIPES TO BE 'BOOTED' WITH
SAME MATERIAL
TYPICAL I TYPICAL
RETAIN IT`q CONSEAL CS -212
UNIT ` POLYLOFIN BACKED'
(CORNER, SIDE, I EXTERIOR ,POINT WRAP
MIDDLE) Q ALL TOP JOINTS
LINER & BEDDING DETAIL FOR RETENTION
NTS
7'rFIC1?i• FIRER BASE BEARING PLATES TO
BE INSTALLED TO SUPPORT ALL STRUCTURE LEGS
\n' I'= x` CRUSHED STONE (LEVELING COURSE)
Q 95% COMPACTION
\ � GEOTFJCTII.E FAHRIClMEMHRANE LINER
95% COMPACTION 5UHGRADE PRS OF SHARP
OBJECTS
-_ow
Concrete Products
P. (850) 653-5063 F. (860) 653-0257
www.arrow-concrete.com
A
B
B
B
C
o
-
N0.
REVISIONS
TO MY KNOWLEDGE AND BELIEF,
THIS MAP J,S SUBSTANTIALLY CORRECT
TO THE STANDARDS 0' CLASS "A2,'
AS NO'TEf_) HEREON.
5TA51LIZE ENTIRE PILE
WITH VEGETATION OR OOVER
2 SLOPE OR LE55
W W W WW W W W W V W V W W W W W W
W W W W W
MIN. SLOPE 57RAWBALE5 OR M',N. SLOPE
SILT FENCE
(ITEM 209.05)
INSTALLATION NOTES
I. AREA CHOSEN FOR 5TOCKPILIN5 OPERATIONS SHALL BE DRY AND STABLE.
2. MAXIMUM SLOPE OF 5TOCKPILE SHALL BE 1:2.
5. UPON COMPLETION OF 501L STOCKPILING, EACH PILE SHALL BE SURROUNDED
WITH EITHER SILT FENCING OR 5TRAWBALE5, THEN 5TABI1 IZED WITH VEGETATION
OR COVERED.
4. SEE SPECIFICATIONS FOR INSTALLATION OF SILT FENCE.
SOIL STOGiGF I L I N
NOT TO 5CALE
ANTI -VORTEX SEDIMENT GUARD
2
12' CMP
HAUNCHits
ANTI—VORTEX TRASH GUARD
(SEE DETAIL)
1L --'Z:
PROPOSED GRADE
PROPOSED SEDIMENT BASIN OVERFLOW (STANDPIPE)
FULLER ENGINEERING
8c LAND SURVEYING, LLC
525 JOHN STREE'i
BRIDGEPORT, CT.
PH. 203-333-9465
EMAIL:INFOQFULLER
CAP U N IT
ADHERE TO TOP UNIT
W/VERSA—LOK
CONCRETE ADHESIVE —
VERSA—LOK STANDARD
MODULAR CONCRETE
UNITS
PVC PIPE INSTALLATION
A =FOR SHALLOW INSTALLATIONS LESS THAN 3'
CLASS I MATERIAL TO 8E EXTENDED UP TO ROAD
ELEVATIONS. FOR INSTALLATIONS OVER 3' A=1'
CLASS I ANGULAR 1/4- TO 1 1/2"
-
N0.
REVISIONS
DATE
IMPERVIOUS FILL
12" DEEP
DRAINAGE AGGREGATE
12" THICK MIN.
�— 4" DIA. (MIN.) DRAIN PIPE
-1
—111
,' I 1 '/ -b -, 11 ' OUTLET 0 END OF WALL
OR ® 40' CENTERS MAX.
I I I Mi SLOPE TO DRAIN (1/8"/FT.)
IMPERVIOUS FILL
il.II,II�—
GRANULAR LEVELING PAD
6" THICK MIN.
GEOSYNTHETIC REINFORCEMENT
SEE PROFILE DRAWINGS
FOR LENGTH, TYPE, AND SPACING
RETAINED BACKFILL
III II
' APPROXIMATE EXCAVATION
LINE (PER OSHA)
REINFORCED BACKFILL
COMPACTED 95% OF MAXIMUM
STANDARD PROCTOR DENSITY
TYPICAL SECTION—REINFORCED RETAINING WALL
SCALE: 3/8"=i'
6" EXTRA STRENGTH CLAY PIPE TO
BE INSTALLED IN ACCORDANCE
WITH STANDARD DETAIL 2210
FLEXIBLE CONNECTION IN
ACCORDANCE WITH STANDARD
DETAIL 5510
OPENING TO BE CORE DRILLED
SANITARY SEWER MAIN
INITIAL 8,4
BEDDING
---EXISTING HOUSE .SERVICE
WATERTIGHT CONNECTION AS PE
SPECIFICATION (JOINTS, NEW TC
MINIMUM SLOPE EXISTING SERVICE
1/4"
PER FT.
GRADE STONE.
EMBEDMENT MATERIAL
CRUSHED STONE
SUB TRENCH DESIGN
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT_.
PREPARED FOR:
CHARLES F. GAGER
SCALE: AS SHOWN 27 JANUARY 2012
SHEET 9 of 11
CT 7976
APPROX. STREET LINE
,,
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.,
PH. 2103-333-9465
EMAIL: INFO@FULLERSURVEYORS.COM
SITE IMPROVEMENT PLAN FOR
A
120 ROOM
FOR PROPERTY LOCATED
AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CONNECTICUT
PREPARED FOR
CHARLES F. GA
JANUARY 27, 2012
Rev.: 03/20/12
3
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OR��E
32
ite
E
E
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Y
SCALE
1000 0 1000
SITE LOCATION MAP
SCALE: 1" = 1000 FT.
GER
Ift
NOTES:
w
W000LANo 1 } THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
°Re 20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
sr �E�NA�o
z 2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE. BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
0
°R 3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
RIDGE ° 5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
° FEET, ROUTE NO 12, SHEET NO. 2 OF 3, SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6 REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1"=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
32 7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED
TANI
°
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
z
Ite 9T 10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
T�RNe DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
R 11) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1 "=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
SCALE
1000 0 1000 13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-2".
/
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
S 30
. 04„ THE ACTUAL LOCATION, SIZE AND DEPTH SOF THE UNDERGROUND ,UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
W EXCAVATION OR CONSTRUCTION CONTACT CALL BEFORE YOU DIG": 1-800-922-4455.
2_)
39 16) FIELD FLAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCK SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
/ S 31.33,09, 1360 ROUTE 32, UNCASVILLE,CONNECTICUT", DATED JUNE 29 AND JULY 2, 2011.)
w
193-95' 17) PROPERTY IS LOCATED INA �� C-2 ZONE DISTRICT.
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• � N 12'44'31 " W 23.40'
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0) 14.97'
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-9465
EMAIL:INFO@FULLERSURVEYORS.COM
TO MY KNOWLEDGE AND BELIEF,
1 IiS MAG IS SUBSTANTIALLY CORRECT
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
E ORY PI LUSKI
P.E., I.S. # 12154
N 21' 16'55" E
EX I ST.
® HYDT.
® —
N73'1 18 8" W-
6.57'
® '-Gl
CEMETE co LID+
S 18'23'06" W
N 16.1700 E 47.1
S 23'35'38" W
3 48.50'
MAP OF SURVEY
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1"=50' 27 JANUARY 2012
SHEET 1 of 11
50 0 50 140 150
GRAPHIC SCALE — FEET
CT 7976
1
RE—ISSUE
3-20-1 z2
N0.
REVISIONS
DATE
N73'1 18 8" W-
6.57'
® '-Gl
CEMETE co LID+
S 18'23'06" W
N 16.1700 E 47.1
S 23'35'38" W
3 48.50'
MAP OF SURVEY
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1"=50' 27 JANUARY 2012
SHEET 1 of 11
50 0 50 140 150
GRAPHIC SCALE — FEET
CT 7976
METAL DRIVE POST OR 2X2 WOOD
STAKES ® 8'-0" MAX O.C.
ATTACH SILT FABRIC ON UPHILL
SIDE OF POSTS AND BACKFILL
OVER FABRIC
MIRAFI 10OX FILTER FABRIC AS MFG.
BY MIRAFI INC., (800) 438-1855 OR
APPROVED EQUAL
SOIL TO BE RETAINED
UNDISTURBED EARTH
EXISTING AREA TO BE PROTECTED
SILT FENCE DETAIL
NOT TO SCALE
VARIES (12' MIN.)
CURB CUT OUT FOR DRIVEWAY APPROACH
1/4" PER FOOT PITCH — >
4' SIDEWALK VARIES
CONCRETE �-
CO
BANK RUN GRAVEL
EXPANSION JOINT
CONCRETE
d -
BANK RUN GRAVEL
SECTION OF CONCRETE DRIVEWAY APPROACH
NOTE:
SIDEWALK SHALL BE 6" THICK AT ALL DRIVEWAYS
Ri
CURB FORM
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-94;5
EMAIL:INFO@FULLERSURVEYORS.COM
1" RADIUS
i i02410KOSREQUIRED8" MINIMUM
CT DOT 2"
max,FILTER FABRIC
GRADATION TABLE
CONN. DOT ASTM ASTM
2" CRUSHED C-33 C-33
GRAVEL NO. 2 NO. 3
SQUARE MESH SIEVES % FINER
% FINER
% FINER
2 1/2 INCHES 100
90-100
100
2 INCHES 95-100
35-70
90-100
1 1/2 INCHES 35-70
0-15
35-70
1 1/4 INCHES 0-25
---
---
1 INCHES 0-10
---
0-15
3/4 INCHES ---
0-5
---
1/2 INCHES ---
---
0-5
3/8 INCHES ---
---
---
SOURCE: U.S. DEPARTMENT OF AGRICULTURE,
SOIL CONSERVATION SERVICE,
STORRS, CONNECTICUT.
SANITARY SEWER
ANTI -TRACKING
PAD
NOT TO SCALE
„1141JI JOINT
ROAD
Note: Paving to be done in TWO COURSE BITUMINOUS CONC. PAV'T
accordance with Article M. A
04.01 of the Standard CONSISTING OF
Specifications for Roads 1 1 /2" BIT. CONC. CLASS 2 ON
Bridges and Included
Construction for the State of A 1 /2 BIT. CONC. BINDER COURSE
Connecticut, State Highway
Department, Form 810 6" PROCESSED
AGGREGATE BASE (GRAVEL)
8 SUBBASE — BANK RUN GRAVEL
E
POINT OF APPLICATION OF ESTABLISHED GRADE
TO MY KNOWLEDGE AND BELIEF,
IBIS MAP IS SUBSTANTIALLY CORRECT
TO THEE STANDARDS OF CLASS "A2"
Aa NOTED HEREON.
uGRY °ff. PIDLUSKI�
R.L.S. # 12154
NOTES:
1) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY
THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE
DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
20-300b-1 THRU 20-300b-20 OF THE STATE OF CONNECTICUT STATE AGENCIES) EFFECTIVE JUNE
21, 1996.
2) THE TYPE OF SURVEY PERFORMED, WITH RESPECT TO THE BOUNDARY PERIMETER, IS AN PERIMETER
SURVEY.
3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) SOIL EROSION AND SEDIMENT CONTROLS (CONSTRUCTION ENTRANCES, FILTER FABRIC FENCES) ARE
TO BE INSTALLED PRIOR TO SITE DISTURBANCE. SEDIMENT CONTROLS ARE TO BE INSTALLED DOWN
GRADIENT OF CONTEMPLATED DISTURBANCE PRIOR TO SAID DISTURBANCE AND MAINTAINED IN GOOD
CONDITION UNTIL UPGRADIENT AREA IS STABILIZED.
5) UPON FINAL SIT STABILIZATION REMAINING SOIL EROSION AND SEDIMENT CONTROLS (FILTER FABRIC
FENCE, GRAVELANTI-TRACKING MAT, ETC.) ARE TO BE REMOVED FOR DISPOSAL OFF SITE IN AN
APPROPRIATE LO ATION.
6) WITH RESPECT _Tq TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS T-2.
7) UNDERGROUND UTILITIES (INCLUDING STORM AND SANITARY SEWERS) SHOWN HEREON ARE COMPILED
FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE STRUCTURES, UTILITY COMPANY
MAPS, MAPS OF THE TOWN OF MONTVILLE AND MAPS OF THE CONNECTICUT DEPARTMENT OF
TRANSPORTATION THE ACTUAL LOCATION AND SIZE OF THE UNDERGROUND UTILITIES SHOWN
HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO
ANY EXCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455.
8) ALL WORK TO PERFORMED TO APPLICABLE STANDARDS OF THE TOWN OF MONTVILLE AND THE
STATE OF CONNECTICUT.
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: AS SHOWN 27 JANUARY 2012
SHEET 10 of 11
CT 7976 1
LEGEND
DESCRIPTION
SYMBOL
EXISTING CONTOUR
127
PROPOSED CONTOUR
1
RE -ISSUE
3-20—"
N0.
REVISIONS
DATE
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: AS SHOWN 27 JANUARY 2012
SHEET 10 of 11
CT 7976 1
LEGEND
DESCRIPTION
SYMBOL
EXISTING CONTOUR
127
PROPOSED CONTOUR
ANTI TRACKING PAD
w
ti 1
r
FILTER FABRIC FENCE
PROPOSED DRYWELL
pW
STORM SEWER
SANITARY SEWER
CATCH BASIN
STONE WALL
OPEN SPACE LIMIT
GRAVITY STONE RETAINING
WALL��
WETLAND FLAG
WF 8
FLAGGED WETLAND LINE
PHASE LINE
SITE DISTURBANCE LIMIT
SANITARY SEWER
APPROXIMATE LIMITS OF TREE CANOPY
SANITARY MANHOLE
$Q
LEVEL SPREADER
WATER SERVICE LINE
2" (SANITARY) PRESSURE
LINE
GAS LINE
TELE/ELEC/TELE (UG)
TEMPORARY PROCESSING
AREA
UNDERDRAIN
,
ROOF LEADER GALLERIES
CONSERVATION EASEMENT
LIMIT
DETENTION BASIN
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: AS SHOWN 27 JANUARY 2012
SHEET 10 of 11
CT 7976 1
CONSTRUCTION SEQUENCE NARRATIVE
MARRIOTT PLAZA
PROPERTY OF CHARLES F. GAGER
1360 ROUTE 32
MONTVILLE, CT.
27 JANUARY 2012
THIS CONSTRUCTION SEQUENCE IS TO BE COORDINATED WITH THE LATEST "EROSION CONTROL
NARRATIVE" DATED. IN ALL CASES OF APPARENT CONFLICTS WITH THIS DOCUMENT AND THE
"EROSION CONTROL NARRATIVE", THE "EROSION CONTROL NARRATIVE" SHALL TAKE
PRECEDENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE TOWN,
STATE, AND FEDERAL SPECIFICATIONS, REGULATIONS AND REQUIREMENTS.
DISTURBANCE ACTIVITIES ARE TO BE LIMITED TO THOSE AREAS CONTAINED WITHIN THE AREA
DESIGNATED AS "AREA SUBJECT TO CURRENT DEVELOPMENT". ACTIVITIES INVOLVING SITE
DISTURBANCE IN AREAS OTHER THAN THOSE DESIGNATED AS "AREA SUBJECT TO CURRENT
DEVELOPMENT" WILL REQUIRE SEPARATE APPLICATIONS, PERMITS, AND APPROVALS.
1. PRIOR TO COMMENCEMENT OF WORK A PRE -CONSTRUCTION MEETING SHALL BE HELD
WITH THE TOWN OF MONTVILLE STAFF, PROJECT SITE MONITOR AND REPRESENTATIVES OF
THE CONTRACTOR AND OWNER.
2. "CALL -BEFORE -YOU -DIG" SHALL BE NOTIFIED AND UNDERGROUND UTILITIES SHALL BE
MARKED.
3. AN INDEPENDENT CONTRACTOR MAY BE UTILIZED TO MARK UNDERGROUND UTILITIES ON
SITE AT THE CONTRACTOR/OWNER'S DISCRETION.
4. GRAVEL ANTI -TRACKING MAT CONSTRUCTION ENTRANCE SHALL BE INSTALLED.
5. DISTURBANCE LIMITS ARE TO BE FIELD STAKED. NO DISTURBANCE IS TO TAKE PLACE
BEYOND THE LIMITS OF WORK SHOWN.
6. INSTALL FILTER FABRIC SEDIMENT BARMIER AT DISTURBANCE LIMITS.
7. PREPARE "TEMPORARY PROCESSING AREA".
8. REMOVE TREES, GRUB, STRIP TOPSOIL AND STORE ON SITE FOR FUTURE USE.
(TOPSOIL IS NOT TO BE REMOVED FROM THE SITE UNTIL PROJECT COMPLETION.)
9. ROUGH GRADE SITE. (BLAST AS NECESSARY, SUBJECT TO ALL APPLICABLE RULES
AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO NOTIFICATION, MONITORING, AND
PERMITTING.)
10. SUITABLE SOILS REMOVED FROM "CUT` AREAS MAY BE PLACED IN "FILL" AREAS.
11. COORDINATE INSTALLATION OF RETAINING WALLS (INCLUDING GEOGRID, FREE DRAINING
MATERIALS, DRAINAGE, ETC.) WITH THE PLACEMENT OF FILL.
12. EXPOSED FACES IN "CUT" AREAS MAY BE EXPOSED ROCK, IF SAID ROCK FACES ARE
DETERMINED TO BE STABILE. IF EXPOSED ROCK FACES ARE DETERMINED NOT TO BE
STABILE (OR IF THERE IS NO EXPOSED ROCK FACE) PROPER RETAINING WALLS ARE TO BE
INSTALLED.
13. THE SEGMENTED RETAINING WALLS DEPICTED HEREON ARE A SUGGESTED PRODUCT,
NOT REQUIRED. THE DETAILS SHOWN ON THESE PLANS REPRESENT "TYPICAL"
INSTALLATIONS. ACTUAL RETAINING WALLS WILL NEED TO BE DESIGNED BY A CONNECTICUT
LICENSED ENGINEER AND APPROVED BY ALL APPROPRIATE AGENCIES.
14. INSTALL DETENTION GALLERIES, CATCH BASINS, WATER QUALITY ("STORMCEPTOR)
CHAMBERS, AND STORM SEWERS.
15. POST -BLASTING SLOPES (AS APPLICABLE) ARE TO BE STABILIZED AS SOON AS
PRACTICAL BEFORE UTILITY INSTALLATION. STABILIZE ALL SLOPES IMMEDIATELY AFTER THEIR
ESTABLISHMENT.
16. COMMENCE BUILDING FOUNDATION WORK.
17. UTILITY CONSTRUCTION WILL COMMENCE WITH THE INSTALLATION OF THE STORM SEWER
SYSTEM INCLUDING CATCH BASINS, WATER QUALITY CHAMBERS, ETC. TO DRAIN TO THE
DETENTION/RETENTION GALLERIES.
18. INSTALL GRAVITY SANITARY SEWER.
19. INSTALL WATER MAINS (DOMESTIC, AND FIRE SUPPRESSION, IF REQUIRED).
20. INSTALL GAS MAIN.
21. INSTALL UNDERGROUND WIRED UTILITIES (TELEPHONE, ELECTRIC, CAN).
23. INSTALL BINDER COURSE FOR DRIVEWAYS AND PARKING LOTS.
24. INSTALL LANDSCAPING, LAWNS AND APPLY FINISH COURSE ON DRIVEWAYS AND
PARKING LOTS.
POST CONSTRUCTIVE OPERATION AND MAINTENANCE PLAN NARRATIVE
1. ALL CATCH BASIN SUMPS SHOULD BE INSPECTED ONCE A YEAR AND SEDIMENT
REMOVED WHEN IT EXTENDS TO WITHIN SIX INCHES OF THE OUTLET' RIPE INVERT, NOT
LESS THAT ONCE EVERY TWO YEARS. THE SEDIMENT SHALL BE DISPOSED OF IN AN
APPROVED LOCATION.
2. THE WATER QUAUTY CHAMBERS SHALL BE INSPECTED ANNUALLY AND AFTER ANY
SPILLAGE OF OIL, GAS, OR OTHER CONTAMINANT SPILLS IN THE PARKING AREA.
SUBSEQUENT TO CONTAMINANT SPILLS, THE BASINS SHALL BE CLEANED IMMEDIATELY AND
THE CONTENTS DISPOSED OF AT AN APPROVED OFF-SITE LOCATION.
3. THE PAVED SURFACES SHALL BE SWEPT AT LEAST ONCE IN THE SPRING.
NOTES:
REMOYL' ALL PLASTIC C.APM PROM
ROOT CALL., IF PRESQLT
DO NOT GUT CALK CUR1.Ar
FROM amm or ROoT CALL
Ser TOP OF ROOT PION 1 14
ALONE PINISHIM *RADS.
IR001 A TOP LSI or VAIM ISMICCr,
IF PINT.
So OEM S111111 M LARK MULCH
SOIL SALJAet TOP M41L H
'4" vem or GOwoST,
INSTALL MD MIX MOLA TIN*
CAGKPILL MIX11m
PRIPARIV PLNMNS CA414PILL
MIXn4m
SCARIFY ALL TAPORV SIDCS
DO NOT IMAVATC LOVM
THAN CALL M"K IT
19GAVATM 80 CA TM CALL
OWTH DK. M" AM
COMPACT TO PIM%I T
srrn mwr.
TYPICAL EVERGREEN TREE PLANTING
wr TO SCALE
FULLER ENGINEERING
& LAND SURVEYING', LLC
55 JOHN STREET
BRIDGEPORT, CT.
P0. 203-333-9465
E�IAii:L:iNFO@FULLERSURVEYORS.COM
EROSION CONTROL NARRATIVE
MARRIOTT PLAZA
PROPERTY OF CHARLES F. GAGER
1360 ROUTE 32
MONTVILLE, CT.
27 JANUARY 2012
THE SITE CONSISTS of 11.744 AC., INCLUDING 4.66 AC OF REGULATED AREA (50 FT. BUILDING SETBACK)
OF WHICH 3.34 AC. ARE CONTAINED WITHIN THE 25 FT. WETLAND SETBACK. THE SITE CONTAINS 1.92 AC±
OF WETLAND SOILS AND WATERCOURSES 1830 L.F.±). THE REGULATED AREAS ARE SITUATED PROXIMATE TO
THE WESTERLY PROPERTY LINE (THE PROPERTY LINE IS DEFINED AS THE CENTER LINE OF THE
WATERCOURSE) FOR THE NORTHERLY 2/3± OF THE PROPERTY AND MORE OR LESS BISECTS THE
SOUTHERLY THIRD OF THE PROPERTY.
THE SITE HAS GENERALLY ROLLING TOPOGRAPHY. WITH THE EXCEPTION OF A SMALL SECTION OF THE
PROPERTY (CLOSEST TO ROUTE 32) HAS A FEW SCATTERED BUILDINGS (HOUSE, GREENHOUSES,
MISCELLANEOUS OUT BUILDINGS) WHICH THE PROPERTY IS HEAVILY VEGETATED.
THE PROPOSED DEVELOPMENT WILL ADD A SINGLE HOTEL BUILDING (APPROX. 18000 S.F.), TOGETHER WITH
1.54± AC. OF PAVED DRIVEWAYS AND PARKING AREAS.
ROOF LEADER DRAINS ARE TO BE DIRECTED TO THE STORMWATER DETENTION SYSTEM. (THE SYSTEM HAS
BEEN DESIGNED UTILIZING 4'X4' PRECAST CONCRETE GALLERIES, H2O REINFORCED. ACTUAL INSTALLATION
MAY UTILIZE OTHER (PERFORMANCE) EQUIVALENT PRODUCTS, SUBJECT TO REVIEW AND APPROVAL BY THE
TOWN OF MONTVILLE'S DESIGNATED ENGINEER.) RUNOFF FROM THE PAVED AREAS IS TO BE COLLECTED BY
A SERIES OF CATCHBASINS, TO BE FITTED WITH 2' SUMPS AND SIPHON HOODS. CATCHBASINS ARE 'TO BE
DIRECTED THROUGH WATER QUALITY CHAMBERS (STORMCEPTORS) DESIGNED TO REMOVE 87% OF TSS PRIOR
TO DISCHARGE INTO TIME GALLERY DETENTION SYSTEM. THE GALLERY DETENTION SYSTEM HAS BEEN
DESIGNED TO MITIGATE A 10 YEAR STORM EVENT.
WITH RESPECT TO SOIL EROSION AND SEDIMENT CONTROLS:
GENERAL CONDITIONS:
1) ALL SOIL EROSION AND SEDIMENT CONTROLS ARE TO BE INSTALLED AND MAINTAINED TO THE
STANDARDS SPECIFIED IN "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL",
2002 EDITION, AT A MINIMUM.
2) ALL REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO REMAIN IN PLACE, AND
MAINTAINED IN GOOD CONDITION, UNTIL FINAL SITE STABILIZATION.
3) THIS DOCUMENT IS INTENDED TO EXPAND UPON AND BE USED IN CONJUNCTION WITH THE
CONSTRUCTION SEQUENCE NARRATIVE .
4) SITE MONITOR IS TO REGULARLY INSPECT THE SITE AND ISSUE INSPECTION REPORTS AS DESCRIBED
ON THE "SITE MONITOR RESPONSIBILITIES" SHEET.
SOIL EROSION AND SEDIMENT_ CONTROLS;
5) INSTALL GRAVEL ANTI -TRACKING MAT CONSTRUCTION ENTRANCE AT SITE ENTRY FROM CT. RTE. 32.
6) INSTALL PERIMETER FILTER FABRIC FENCE SEDIMENT BARRIER AT DISTURBANCE LIMITS.
7) NQ aU DISTURBANCE IS TO BE CONDUCED UNTIL THE ABOVE HAVE BEEN INSTALLED AND INSPECTED.
8) STOCKPILE A MINIMUM OF 60 CU.YD. OF STONE 275 SQ.YD. OF GEOTEXTILE FABRIC (SUFFICIENT
TO FULLY REPLACE THE GRAVEL ANTI -TRACKING MAT CONSTRUCTION ENTRANCE TWO TIMES) AND A
MINIMUM OF 200 LINEAR FEET OF FILTER FABRIC FENCE SEDIMENT BARRIER (INCLUDING STAKES).
9) THE STOCKPILED STONE AND GEOTEXTILE FABRIC MAY BE UTILIZED TO REPLENISH OR REPLACE THE
GRAVEL ANTI -TRACKING MAT CONSTRUCTION ENTRANCE THROUGHOUT THE PROJECT, BUT A MINIMUM
OF 30 CU.YD. OF STONE 135 SQ.YD. OF GEOTEXTILE FABRIC (SUFFICIENT TO FULLY REPLACE THE GRAVEL
ANTI -TRACKING MAT CONSTRUCTION ENTRANCE ONE TIME) SHALL BE MAINTAINED AVAILABLE ON SITE UNTIL
THE BINDER COAT IS PLACED ON THE DRIVEWAY AND PARKING AREAS.
10) A MINIMUM OF 200 UNEAR FEET OF FILTER FABRIC FENCE SEDIMENT BARRIER (INCLUDING STAKES) IS
TO BE MAINTAINED IN WORKING CONDITION ON SITE UNTIL FINAL SITE STABILIZATION.
11) TREE REMOVAL, CLEARING AND GRUBBING, MAY BE CONDUCTED, IN WHOLE OR IN PART
SIMULTANEOUSLY WITH THE FOLLOWING.
12) ROUGH GRADE THE DEVELOPMENT AREA.
13) INSTALL CATCH BASINS AND STORM DRAINAGE SYSTEM. (SANITARY SEWERS AND UNDERGROUND
UTILITIES MAY BE INSTALLED SIMULTANEOUSLY WITH THE CATCH BASINS AND STORM DRAINAGE
SYSTEM, OR MAY BE INSTALLED LATER IN THE PROJECT.
14) UPON INSTALLATION OF CATCH BASINS, CATCH BASINS SHALL BE FITTED WITH "SILT SACKS".
15) "SILT SACKS" SHALL BE MAINTAINED IN GOOD CONDITION (CLEAN OR REPLACE AS NECESSARY) UNTIL
UPGRADIENT AREAS HAVE BEEN STABILIZED. "SILT SACKS" SHALL BE MAINTAINED UNTIL BINDER COAT
HAS BEEN PLACED ON THE DRIVEWAY AND PARKING AREAS.
16) INSTALL WATER QUALITY CHAMBERS (STORMCEPTORS).
17) INSTALL DETENTION SYSTEM (INCLUDING PIPING)
18) COMPLETE INSTALLATION OF REMAINING SANITARY SEWERS, STORM SEWERS AND UNDERGROUND
UTILITIES.
19) REMOVE TOPSOIL AND STOCKPILE ON SITE WITHIN THE "TEMPORARY PROCESSING AREA".
20) EXCAVATE FOR FOUNDATION.
21) FOUNDATION EXCAVATION IS TO BE GRADED TO DIRECT SURFACE WATER AWAY FROM THE EXCAVATION.
22) DEWATERING (AS REQUIRED), WHETHER FROM GROUND WATER INFILTRATION OR FROM TRAPPED
RUNOFF, OF FOUNDATION EXCAVATIONS IS TO BE VIA PUMP.
23) FOUNDATION EXCAVATION L5 b[Qj IQ BE DEWATERED BY GRAVITY.
24) SUMP FOR PUMPS (IF NECESSARY) TO BE LINED WITH WASHED GRAVEL OR CRUSHED STONE TO
MINIMIZE SUSPENDED SOLIDS (SEDIMENT).
25) PUMP SHALL DISCHARGE INTO THE INTERNAL ROADWAY FOR COLLECTION BY CATCH BASINS.
26) PUMPS SHAL �0 DISCHARGE DIRECTLY INTO CATCH BASINS.
27) PUMP FOR EXCAVATION DEWATERING, IF REQUIRED, SHALL DISCHARGE INTO STORM WATER WORKS PART
#9732 (5'X7') DEWATERING BAG TO BE LOCATED IN THE GUTTER OF THE PROPOSED ROADWAY.
28) DEWATERING BAG SHALL BE PLACED UPGRADIENT OF A CATCHBASIN FITTED WITH "SILT SACK".
29) DEWATERING BAG SHALL BE INSPECTED FOR ACCUMULATED SEDIMENT ON A REGULAR BASIS AND
CLEANED AS REQUIRED. (AT A MINIMUM, DEWATERING BAG SHALL BE INSPECTED AND CLEANED
UPON COMPLETION OF EACH EXCAVATION DEWATERING.
30) FINAL GRADE SITE.
31) UPON FINAL SITE STABILIZATION, REMOVE ALL REMAINING SOIL EROSION AND SEDIMENT CONTROLS
FOR PROPER DISPOSAL OFF-SITE.
32) COMPLETE INSTALLATION OF REMAINING SANITARY SEWERS AND UNDERGROUND UTILITIES.
33) LOAM SEED AND MULCH REMAINING DISTURBED AREAS.
34) REMOVE REMAINING "SILT SACKS" FROM ALL CATCH BASINS AND PROPERLY DISPOSE OF OFF-SITE.
35) REMOVE ACCUMULATED SEDIMENT FROM CATCH BASINS, IF ANY, AND PROPERLY DISPOSE OF OFF-
SITE.
36) INSPECT STORM SEWER LINES FOR ACCUMULATED SEDIMENT. CLEAN AND/OR FLUSH, AS REQUIRED.
NOTES:
REM" ALL PL.&AM 4 1041110 TAISS.
DO NOT GUT NURL AP PROM 91VI25
OP BALL
POHL7 : ALL PLASTIC WIPM PROM
TRIS DAL." IF PRamr.
Rs2I" TO V111 or V41M DAMCRT. IF
Wr Tcr OP ROO'TDALL 1"
SH EVOW CAlOX MLL.CoH AT Do OEM
SOIL SAWK TOP w44LC44
�-�- 4" OEM OF GOb!'OST, INSTALL
AM HX M% -AMNO CAM"LL
MDMJM
,. PRJ:PNNW PLJWTINO MIXnM
~ fi WAAWY ALL TMR'RM SItMS
DO HOT V"VATL L010M
THMi DALL D". IF
9"VAM 11!LCH TM CALL
IXI M CACXPILL MV
COM■ACT TO PPM%-% T
SCTTLsLr.
x 5 KK
TYFIICAL DECIDUOUS TREE PLANTING in LAWN AREA
WT M SO&E
4' GONE
RISER
\/ARIES
R15ER
\/ARI E5
BASE
4' MIN.
FRAME 4
411-
MIN.
"MIN.
T
b" MIN.
CONCRETE OR BRICK INVERT
NOTES:
1. Precast concrete manholes
shall be used only for Sewer or
2. Drains 24" diameter or smaller.
Sanitary Manholes shall have
letters "Sewer" and Storm drain
shall have letters "Drain" cast on
the covers. The sanitary cover
shall have vent holes.
ADJUST TO GRADE WITH MAX.
OF FOUR COURSES OF BRICK
COVER WITH 1/499 TO 3/8"
MASONRY CEMENT PLASTER.
PRECAST REINFORCED CONCRETE
MANHOLE ECCENTRIC CONE
WELDED WIRE FABRIC (TYP.)
LIFTING HOLES (TYP.)
(FILL WITH MORTAR)
PRECAST REINFORCED CONCRETE
TONGUE AND GROOVE RISERS AS
REQUIRED
PREFORMED PLASTIC GASKET OR
FLEXIBLE WATERTIGHT RUBBER
GASKET
5" NALL
COAT ALL EXTERIOR SURFACES WITH
TWO COATS OF BITUMINOUS WATER-
PROOFING.
KNOCKOUTS, FOR PIPES MIN. 4" FROM
TOP & BOTTOM OF BASE
CONCRETE OR BRICK & MORTAR INVERT
5' OR 6' DIA. PRECAST BASES MAY BE
USED WHEN REQUIRED DUE TO SIZE OR
NUMBER OF PIPES AT THE MANHOLE.
PRECAST REDUCERS WILL BE PLACED
ABOVE THE 5' & 6' BASES AS DIRECTED
BY THE ENGINEER. WALL THICKNESS TO
INCREASE 1 " FOR EACH 1' OF INSIDE
DIAMETER INCREASE.
UNDISTURBED GRADE
NOTES:
1. SEE FACE AND WEB MESH DETAILS FOR REINFORCEMENT GRID.
2. CHISELLED GRANITE STYLE HAS 4 DIFFERENT FACE PATTERNS ON 24-62 BLOCKS.
INSTALL A, B, C, & D PATTERNS AT RANDOM IN WALL.
't
N I:mxM ® ®� :r
® C3 ® N
SIDE VIEW
OM AT OP"
0;ac po88
I- M 11/r srm
8'-O~
PRECAST GALLERY AS LEVEL SPREADER
W" " ecru
NOTE:
USE REINFORCED 24 SF UNITS BELOW TOP 12' IN GEOGRID REINFORCED WALLS.
SEE FACE AND WEB MESH DETAILS FOR OPTIONAL REINFORCEMENT GRID.
STONE STRONG 24-62 UNIT
NOT TO SCALE
STONE STRONG
24 SF RETAINING
WALL TOP UNITMON
STONE STRONG
24 SF RETAINING
WALL U N IT
UNIT FILL
AUTOMtifIC SET BACK'
(4" PER UNIT)
WALL BASE (SEE DETAIL)
ALTERNATE DRAIN TILE LOCATION
DRAIN TILE
24 SF REINFORCED WALL CROSS SECTION,
NOT TO SCALE
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
TO MY KNOWLEDGE AND BELIEF, CHARLES F. GAGER
THIS MAP IS SUBSTANTIALLY CGRRFCT
TO THE STANDARDS OF Cia1S5 "A2"
AS NOTED HEREON. SCALE: AS SHOWN 27 JANUARY 2012
SHEET 11 of 11
E� GCRY Fi. PIDLUSKI
.G� P.E., R.L.S. # 12154
CT 7976
SCALE
1000 0 1000
1�
S 30 04„W
2.39,,
S
31'33'49» VV
i 19
NOTES:
1 THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
20-300b-1 THROUGH 20-300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 2 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT SCALE: 1"=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE 11 SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT 8, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE 11 SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT 8, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
11) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1"=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
11) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
1 OF 1 SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2
13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS ""r-2
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
EXCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455.
16) FIELD FLAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCK SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
1360 ROUTE 32, UNCASVILLE, CONNECTICUT", DATED JUNE 29 AND JULY 2, 2011.)
W.F# 119 17) PROPERTY IS LOCATED IN A "C-2" ZONE DISTRICT.
W.F#1 I
A\ Ilk
N
G
Wl F# 1 17
o
W. F#161
TE: LINE OF TITLE I ALONG THE CENTERLINE OF THE
A� N 0 S WATERCOURSE AND IS SUBJECT TO RIPARIAN RIGHTS, BEARINGS AND DISTANCES APPROXIMATE CENTERLINE OF WATERCOURSE AS OF THE DATE OF THIS SURVEY AND ARE PROVIDED FOR MATHEMAnCAL CLOSURE ONLY, THEY ARE NOT THE LINE OF 1ITLE.
N 12-44'31 " W, 23.40'
N 63*51'57" W, 22,79'
ti 6,0000ZNW. F # 1 cl N 16-03'05" E, 23.94' W. F# 180
N 45*0000" W, 6.89'
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FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-3,33-9465
EMAIL:INFO@FU LLERSURVEYORS.COM
TO MY KNOWLEDGE AND BELIEF,
THIS M.ikP IS SUBSTANTIALLY CORRECT
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
Eel
MAP OF TOPOGRAPHIC SURVEY
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1 ))=50) 27 JANUARY 2012
SHEET 2 of 1
50 0 50 100 150
GRAPHIC SCALE — FEET
CT 7976
1
RE—ISSUE
D3-20-12
N0.
REVISIONS
DATE
MAP OF TOPOGRAPHIC SURVEY
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1 ))=50) 27 JANUARY 2012
SHEET 2 of 1
50 0 50 100 150
GRAPHIC SCALE — FEET
CT 7976
/ SCALE
1000 0 1000
VV. F#134
W. F# 130
® /
® W.F#135 W.F#1
EXIST 4x6'
BOX CULVERT
DEVELOPMENT
STANDARDS C-2 Zone
District
STANDARD
REQUIREMENT
EXISTING
PROPOSED
COMMENTS
1
ADD TURNOUT, STOP SIGN/BAR
3-20-1
Minimum Lot Area
80000 S.F.
468041 ± S.F.
468041 ± S.F.
Minimum Lot Frontage
200 Ft.
1604± FT.
1604± FT.
Maybe reduced to 100 Ft. by Commission
(re: Sect. 11.A.5)
Minimum Building Setbacks
Front Yard
50 Ft.
7.7 FT.
51.0 FT.
Side Yard
30 Ft.
144 FT.
457 FT.
May be reduced to 0 Ft. by Commission
(re: Sect. 11.A.6)
Rear Yard (to Residential Zone)
50 Ft.
N.A.
N.A.
Rear Yard (to Commercial or
Residential Zone)
30 Ft.
183± FT.
63± FT.
Maximum Height
70 Ft.
20± FT.
66± FT.
May be waived by Commission
(re: Sect. 11.A.7)
Building Area
0.7%
4.2%
No Standard
Lot Coverage
1.2%
18.9%
No Standard
N -
ROUTE 32
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-9465
EMAIL-.INFO@FULLERSURVEYORS.COM
S 3 j °33,Og,, W
EXISTING GUIDERAIL
TO BE REMOVED --
PROPOSED
DECELLERATION LANE
TO MY KNOWLEDGE AND BELIEF,
THIS MAP IS SUBSTAN`TIeALLY CIORREC,T
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
G`REGO 'H. PIDLUSKI
P.E., .L.S. # 12154
NOTES:
1) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 2 OF 3", SCALE: 1 "=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1 "=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT 8, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1"=40', DATED AUG. 22, 2000s ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-209.
13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-299
.
1-4) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
EXCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455.
+6) FIELD FLAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCH, SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
1360 ROUTE 32, UNCASVILLE, CONNECTICUT , DATED JUNE 29 AND JULY 2, 2011.)
17) PROPERTY IS LOCATED IN A "C-2" ZONE DISTRICT.
EMlMlE■■�yJ
DoT APPROXIMATE CENTERLINE
1:4 OF TRAVEL WAY
PROPOSED 4'
WIDE SIDEWALK
EXISTING GUIDERAIL
TO REMAIN
XI IU rr
6.57'
N 12°44'31 " W, 23.40' /
N 16'03'05" E, 23.94' W. F# 18
56'57" W
45 ' F W.F 8 ...1W.
.5 6W.F#181 • ... # 177
/W.F#179 <#182
4„ E
.000>1
N 11' 22 2 •
X6.43 1� �" W.F#176
ZZIN.F#183 OoO • W.F#175
BR
•
W. F_ 4
° �15bZ
F#156 / F#173 W.F#171
•
W. F# 1 50 F#157 • v •
W.F#149 W.F 155 W.F#172
# W. F# 1 58 ^ W. # 16 0
�# 151
• W W.F#161 W.F
W. .000,LA
•
N
W.F#162 /
.W.F#164
-S 23°35'38"
48.50'
OVERALL PROPOSED PLOT PLAN
OF PROPERTIES
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLESF.GAGR
SCALE: 1° =50' 27 JANUARY 2012
SHEET 3 of 11
50 0 50 100 150
GRAPHIC SCALE - FEET
CT 7976
t�� a
a
1
ADD TURNOUT, STOP SIGN/BAR
3-20-1
NO.
REVISIONS
DATE
XI IU rr
6.57'
N 12°44'31 " W, 23.40' /
N 16'03'05" E, 23.94' W. F# 18
56'57" W
45 ' F W.F 8 ...1W.
.5 6W.F#181 • ... # 177
/W.F#179 <#182
4„ E
.000>1
N 11' 22 2 •
X6.43 1� �" W.F#176
ZZIN.F#183 OoO • W.F#175
BR
•
W. F_ 4
° �15bZ
F#156 / F#173 W.F#171
•
W. F# 1 50 F#157 • v •
W.F#149 W.F 155 W.F#172
# W. F# 1 58 ^ W. # 16 0
�# 151
• W W.F#161 W.F
W. .000,LA
•
N
W.F#162 /
.W.F#164
-S 23°35'38"
48.50'
OVERALL PROPOSED PLOT PLAN
OF PROPERTIES
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLESF.GAGR
SCALE: 1° =50' 27 JANUARY 2012
SHEET 3 of 11
50 0 50 100 150
GRAPHIC SCALE - FEET
CT 7976
t�� a
a
/ SCALE
1000 0 1000
DEVELOPMENT
STANDARDS C-2 Zone
District
I
STANDARD
REQUIREMENT
EXISTING
PROPOSED
COMMENTS
TELE./CATV
in
INFORMATION OF AREA SUBJECT
REVISIONS
DATE
Minimum Lot Area
80000 S.F.
468041 ± S.F.
468041 ± S.F.
Zo
Minimum Lot Frontage
200 Ft.
1604± FT.
1604± FT.
Maybe reduced to 100 Ft. by Commission
(re: Sect. 11.A.5)
Minimum Building Setbacks
(CB �C
(SEE NOTES)
n
Front Yard
50 Ft.
7.7 FT.
51.0 FT.
I
Side Yard
30 Ft.
144 FT.
457 FT.
May be reduced to 0 Ft. by Commission
(re: Sect. 11.A.6)
Rear Yard (to Residential Zone)
50 Ft.
N.A.
N.A.
Rear Yard (to Commercial or
Residential Zone)
30 Ft.
183± FT.
63± FT.
S 23'35'38"
48.50'
Maximum Height
70 Ft.
20± FT.
66± FT.
May be waived by Commission
(re: Sect. 11.A.7)
Building Area
0.7%
4.2%
No Standard
Lot Coverage
1.2%
18.9%
No Standard
NOTES:
1) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993, SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 2 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1 "=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
11) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1
SCALE: 1"=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-2".
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
S 31.3309„ EXCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455.
193 9 W 16) FIELD FLAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCK SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
W.F#119 1360 ROUTE 32, UNCASVILLE, CONNECTICUT is, DATED JUNE 29 AND JULY 29 2011.)
REAR 17) PROPERTY IS LOCATED IN A "C-2" ZONE DISTRICT.
eUIZDING SETBACK
W.F# 1 1
w
d- N
c,'-� 1
�% •� N P, •
� /
W.F#11 /
!I �
W. F# 1 16 •
N 63'51'57" W, 22.79'
41 N 45'00'00 W 6 89'
N 12'44'31 " W, 23.40' /
N 16'03'05" E, 23.94' /
W. F# 18
/ .
/ N N 12'36' 1 1" E 31.37' 1 __---
� W.F 61
W.F 138 / �- �- # W.F#37 „ / /
/ - - � N 33'02'39" E, 15.74' N 08°56 57 W W 8 ....1W•F 177
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F#1 14 W. F# 1 JW.
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S 02 54 22.24' / , 24„ E �.
F=' 1 1 2 � 3� W.F#36 1'22• •► / \ q.6.43 , .ate W.F# 176
1N.F#1 1 1 LIN� F#137 •__.. WE[LANO-�• a . W.F#67 �_ = •� 85I \ \ \ �- �- V.F#183 W.F#175
W . F 130 `� GED 1. F b . .�
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06" 1 E N 26.5327„� F ti W.F#34 U 159
W.F#131 „ N 18'48 3-5 -�� 22 E N 17°5 53' E #21 •
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V N 23'56 06 E 3.3 42.10' ATF �' ',%.F#2 S 3 �� W F#32 / F#173 NI.F 171
'W.F# N 13 26 16 E 26.57 SJ 8 X2'16„ /.F 157 •
W W.F#8 N 29'24'25” E 8.94' W.F ' 18 / / W.F#26 W 9 •) W.F#186 / W.F#1 50 #• o
# 1. LAGG" .� 1 S 21 02 25 r, '' ��
% N 46' 14 E 34.35' . "' • „ 1,10%ED W 41 .70 a . F# 188 W.F# 149 `�I/ W.F# 172
09 2 L F 12 RC @
h wwoo-F#7 �� N 24.35 E 27.14 • / W. F '� SAN N . N 0 �9 r 1 48 I4-' 1 51 W. F 1 55 W. F 158 /� W. 1 60
7�'p r n / 1
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• ____--�— � • --�•-_ 4,T__._= F'�2,�°I� PROP CB
-�— �Q I • PROP CB — r F. 118.4 ��� @i (C8 5) T.F. 117.6 W ; �� F 1 4 7 i _ •
• / _ • W. F# 1 b CB 2 PROP C8 INV. 109.07 GQ T.F. 117.6 INV. 111.0 \ ' # W N • ��
# W. F 1 W. F 1
F 1 3 � � .�' • # # � / T.F. 116.0 (CB 3)
• ( ) � INV. 109.77 •
•
INV. 107.92 T.F. 118. '�2 0 #
W.F#5 ---- —� • ...�J un u�.� INV. 108.47 c AC,`� W.F#1 62 /
I / —� b^J • F# 1 2 I REFUSE PRO CB 100 L F. 12 R 1. °k
W. F# 133 / �25' WETLA AREA TCF 1 ,13.
INV. 108. 9
/ /� SETBACK
PROP STORMCEPTOR
c va STC 900
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W. F# 4 50 WETLAND 10% NV 10
@ .
0 2 o
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_ F OORELE ATIO 10 .5�yP)EXISTING BUILDING
L 12" (min.)EPTH OF awe - x _... ___ STRUCTURES WITHIN AREA T��yp•) i
— _ SUBJECT TO DEVELOPMENT FENCE AT IO F SEDfMEAR AO
XT ' In. HIG H N I (FTILIZN IT" IEL AS
ETAI
( in. 10' DOWN tp ENT ASIN DURI G
BACK
SPREADER sD' Ro TO BE REMOVED (TYP)•) ALL
GRADIENT OF VEL 2� Gj
_ PROP
/ ° �`, F 'r BUILDING ���� ,� SITE
W. F 1 34 ��•cK Q@i PROP SAN. MH SIGN
/ W.F#2 �° se•sAI -
`�IOQPROP CB
_ INV. 10.1.8 (CB 3)
• =� ft P ST MH PR P C 1
V 5.0 111 L.F. 18" RCP (� 0,9% PROP S7 MH C (STMH 1) (C 14) T.F. 115 B
T.F. 1'i3. T.F 11INV. 108.27 17 L.F. 12"
N 19 17 30 E (sTMH a) '
T.F. 84.0
_
PROP ST MHI INV. 102.84 IN i i L RCP @ 1.0°k
a6 L F. 12 RC
1.
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W.F#135
PROP ST MH , T.F. 104.2 t t
c-', 26.3 , „ (STMH 3) INV. 99.02
EXIST 4'x6' N 8 5 4 E , T.F. 90.0 166 L.F. 18" ° -� v 1
BOX CULVERT �$AN 43 7.13 � Rcq;@ 10.2% �'�►
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ROUTE 32
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FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET'
BRIDGEPORT, CT.
PH. 203-333-9465
EMAIL: IN FO@FULLERSURVEYORS.COM
EXIST CB
7.19
(FIELD VERIFY)
T.F. 104.5
INV. 99.0
PROPOSED PROP CB 16 PROP B
(CB 12)
PROPOSED CROS T.F. 115.0 ,�B 107i .- ROUTE 3 2
STOP BAR L.F. 12 " INV. 108.21
,
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0
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14.97'
EXISTING GUIDERAIL PROPOSE[) GAS
TO BE REMO
'S1. PROPOSED 8" WATER-/
PROPOSED
DECELLERATION LANE
TO MY KNOWLEDGE AND BELIEF,
THIS MAP IS SUBSTANTIALLY" CORRECT
TO THE, STANDARDS OF CLASS "A2"
AS NOTED HEREON.
�- GREG 1-I. PIDLUSKI
P.E ,, .L.S. # 12154
0
3 CROSS GRADE WITHIN CTDOI
R.O.W. NOT TO EXCE 1:4
SAN SM
PROPOSED 4'
WIDE SIDEWALK
EXISTING GUIDERAIL
TO REMAIN
PROPOSED N 7,3'18'18 " W
Pqd-%E0WfrY 0 TERLINE 6.57'
OF TRAVEL WVAY
SAN
I
PROPOSED ---.4
Imo--- SEE SHEET 4 FOR DETAILED
1
TELE./CATV
in
INFORMATION OF AREA SUBJECT
REVISIONS
DATE
(UG)
o
Q1
I TO CURRENT DEVELOPMENT
ILDNG SETBCK —
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FRONT
(CB �C
(SEE NOTES)
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N 16' 17'00" E47.
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48.50'
'
SAN SAN SAN
0
3 CROSS GRADE WITHIN CTDOI
R.O.W. NOT TO EXCE 1:4
SAN SM
PROPOSED 4'
WIDE SIDEWALK
EXISTING GUIDERAIL
TO REMAIN
PROPOSED N 7,3'18'18 " W
Pqd-%E0WfrY 0 TERLINE 6.57'
OF TRAVEL WVAY
SAN
'C
OVERALL PROPOSED PLOT PLAN
OF PROPERTIES
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR, -
CHAR S
F. GAGER
SCALE: 1))-50) 27 JANUARY 2012
SHEET 3 of 11
sa o so ,oa ,sa
low I
canawc scnLe -Feer
CT 7976
1
ADD TURNOUT, STOP SIGN/BAR
UTILITIES, STORM & SAN SEWERS
3-20-12
N0.
REVISIONS
DATE
'C
OVERALL PROPOSED PLOT PLAN
OF PROPERTIES
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR, -
CHAR S
F. GAGER
SCALE: 1))-50) 27 JANUARY 2012
SHEET 3 of 11
sa o so ,oa ,sa
low I
canawc scnLe -Feer
CT 7976
w �
PARKING REQUIREMENTS: NOTES:
PER SECTION 19.3.10 1) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT
cmnASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS 20-300b-1 THROUGH
(1) ONE SPACE PER EACH ROOM = 120 SPACES 20-300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
z
2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
CD
PLUS 3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200 FEET, ROUTE NO
RDG c (1) ONE SPACE FOR EACH (2) TWO EMPLOYEES 12, SHEET NO. 1 OF 3", SCALE: 1 "=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
(ESTIMATED MAX EMPLOYEES = 20) = 10 SPACES 5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200 FEET, ROUTE NO
12, SHEET NO. 2 OF 3", SCALE: 1 "=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
TOTAL SPACES REQUIRED = 130
6) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT &POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY, TOWN OF
TOTAL SPACES PROVIDED 136 (SEE PARKING TABULATIONS) MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT SCALE: 1 "=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
32 7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER 1950, REVISED
THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
PARKING TABULATIONS: 8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1 "=40', DATED APR. 1979, REVISED THROUGH
9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
T STANDARD PARKING SPACES (9x20) 130 9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED THROUGH
ACCESSIBLE PARKING SPACES 4 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
ZACCESSIBLE VAN PARKING SPACES 2
Re� 10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH DRIVE, &
° �ti TOTAL SPACES 136
�T RNE RAYMOND HALL ROAD , SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
R °R 1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM MONTVILLE MEMORIAL
Y m POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1", SCALE: 1"=40', DATED AUG. 22, 2000,
ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET 1 OF 1
-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
SCALE: 1"=20$, DATED MAY 13, 2005, REVISED THROUGH 11
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
SCALE 13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-2".
1000 0 1000 14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE STRUCTURES, UTILITY
COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT. THE ACTUAL LOCATION, SIZE AND
DEPTH OF THE UNDERG UND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY EXCAVATION OR CONSTRUCTION CONTACT "CALL
BEFORE YOU DIG": 17800-922-4455.
o� 16) FIELD FLAGGED WET ND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCH, SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT 1360 ROUTE
' W.F 1 39 N 63051 '57" W) 22.79' 32, UNCASVILLE, CONNECTICUT", DATED JUNE 29 AND JULY 2, 2011.)
# 17 P ERT CATED IN A #:,(2/-2" ZONE DISTRICT.
• �� N 45° 00' 00" W, 6.89' - 18) SEE OVERALL PROPOSED P T PLAN FOR SETBACK INFORMATION.
.F 11 �/ a � N 12°36'11 E 31.37'
# �
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N 23°56 06 E 3.30' N 18048,35" 75.53 00 p�, FT #2 s W. 3z
° 4 2.10 cis `� 3g ° lNE- #
N 13026 16 E 26.57 J �2'76>>
W. F# �c 97
N 29°2425 E 8.94' W.F# 18 W.F;;i20 LAG `� •�- � 7' S 21002'25" a
GED W �'' 41.70 PLANTING AREAu
N 46014 , E 34.35' _..
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N 24 35 8 E 2 7.1 4 VV I,. i /V�P •
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REFUSE 70 ; 691 68 67 ; 66 <64 (63 62 61 60 59 58 57 56 55) 54 53 52 51 `50 49AREA CC���.��,o�00002C�O�20�CUPL
25' WETLAND PROPOSE E gN
SETBACK
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(23) STANDARD SPACES at 9'x20'
`�� PROPOSED 4'
7 ENLARGEMENT
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ADD SAN SEWER, UTILITIES,
TURNOUT, STOP SIGN/BAR
50 (WETLAND)
N0.
REVISIONS
DATE
(71 -' THUS SHEET(24)STANDARD
p cV
SPACES at 9'x20'
BUILDING
2 � _x
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(TYP •)
PARKING AREA ENLARGEMENT
TOP WALL 07 W
AREA OF CTyP.) 'S AREA OF SCALE: 1 "=10'
. HI 1 2 21 20 ,18 �17J t�6 15 14 13 12 11 10 O O O O !PL PROPOSED ® DEVELOPME(
DEVELOPMENT K FtK5 A P- oI` r
BACK LL o ALL !' `®' 4" WHITE PAINTED PORTCOCHERE
T (2jjS D SPACES at 9 x20
STRIPE
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�' SPACES t 9'x2 i ( USE 24 STANDAR SPACES at 9'x20'
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SAN � SAN
FULLER ENGINEERING
& LAND SURVEYING, LLC
5 5 JOHN STREET
B IDGEPORT, CT.
P1-1. 203-333-94E5
E ArI.0NFO@FULLERSURVEYORS.COM
4.9
Al
tA*
PROPOSED
STOP SIGN
PROPOSED
CROSSWALK
PROPOSED
STOP BAR
- SAN
N 68041'32 W
14.97'
EXISTING GUIDERAIL
TO BE REMOVEB-
PRl1PR'1CF'D
SAN -
100.0'
SAN
r
SAN
0
HANIDICAR PORKINiG ,ARE
.5'. 10' .5'. 10' . 8' . 8', 8' . 8' .5' 10'.5'. 10'
CATCH BAS I N
118
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- /EXIST. SAN SAN
SAN _ SAN SAN
TO MY KNOWLEDGE AND BELIE',
THIS BIA S SUBSTANTIALLY CORRECT
17, 0 THE STANDARDS OF CLAvS "A2.1
AS NOTED HEREON.
'EGO -` PIDLUSKI
P.E., S. # 12154
32
`�� PROPOSED 4'
unnr cmnnIni v
- /EXIST. SAN SAN
SAN _ SAN SAN
TO MY KNOWLEDGE AND BELIE',
THIS BIA S SUBSTANTIALLY CORRECT
17, 0 THE STANDARDS OF CLAvS "A2.1
AS NOTED HEREON.
'EGO -` PIDLUSKI
P.E., S. # 12154
N 73018'1
6.57'
PROPOSED PLOT PLAN
OF PROPERTIES AT
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1"=30' 27 JANUARY 2012
30 SHEAT 4 yof 11 bo so
GRAPHIC SCALE - FEET
CT 7976
v
1
ADD SAN SEWER, UTILITIES,
TURNOUT, STOP SIGN/BAR
3-20-1
N0.
REVISIONS
DATE
N 73018'1
6.57'
PROPOSED PLOT PLAN
OF PROPERTIES AT
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1"=30' 27 JANUARY 2012
30 SHEAT 4 yof 11 bo so
GRAPHIC SCALE - FEET
CT 7976
v
v
NOTES:
h
1)
THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
m�
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT SECTIONS
�� RiVE
sr.
1
20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
�E�NgKo
2)
THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
Q
c
3)
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
RIDGE
5)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET ROUTE NO 12 SHEET NO. 2 OF 3" SCALE: 1 "=40' DATED 1929 PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1"=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
32
7)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1 "=4', DATED APR. 1979, REVISED
P
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
A
9)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED
T
°
Z
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
moo.
I e
10)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
DRIVE, & RAYMOND HILL ROAD", SCALE: 1 "=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
R
m
11)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1 "=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
11)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE 32, MONTVILLE, CT., SHEET
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
SCALE
12)
WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
13)
WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-2".
1000 0 1000
14)
ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15)
UNDERGROUND UTILITIES (INCLUDING STORM SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
R. ,k.. STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
• j " THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
EXCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455.
16) FJLD FLAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCH, SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
360 ROUTE 32, UNCASVILLE, CONNECTICUT", DATED JUNE 29 AND JULY 2, 2011.)
F
r
"P N 63051'57 W, 2? . 79' R,; 17) PROPERTY IS LOCATED IN A "C-2" ZONE DISTRICT.
W. F- 1 39- /18) SEE OVE LL PROPOSED PLOT PLAN FOR SETBACK INFORMATION.
N 45°00'00 W, 6.89' 19) LOCATIpll STOCKPILE AREA DEPICTED HEREON IS SUGGEST. ACTUAL LOCATIONS OF STOCKPILES MAY VARY DURING CONSTRUCTION, AS NECESSARY, DUE TO SITE CONDITIONS.
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FULLER.,,,ENGINIE-RW)G
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-94E5
EMAIL: IN FO@FU LLERSURVEYORS.COM
14.97 )
TO MY KNOWLEDGE AND BELIEF,
THIS MAP IS SUBSTANTIALLY CORRtL.CT
0-0 THE STANDARDS OF CLASS "A2"
AS NOTED HEREON. ,
y
0 . PIDLUSKI
E. � . .S. # 12154
AREA 01F
DEVELCAPN1ENJ
"30' BUILDING SETBACK'
(SEE NOTES)` -�
TW
l I r
-
i `1
GRADING PLAN
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1 "=30' 27 JANUARY 2012
SHEET 5 of 11
30 0 30 60 90
GRAPHIC SCALE — FEET
CT 7976
1
ADD SAN SEWER, UTILITIES,
TURNOUT, STOP SIGN/BAR
3-20-12
N0.
REVISIONS
DATE
AREA 01F
DEVELCAPN1ENJ
"30' BUILDING SETBACK'
(SEE NOTES)` -�
TW
l I r
-
i `1
GRADING PLAN
OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1 "=30' 27 JANUARY 2012
SHEET 5 of 11
30 0 30 60 90
GRAPHIC SCALE — FEET
CT 7976
1000 0 1000
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
a 15) UNDERG OUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
W STRU RES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
.ryry
/'W.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
N 63°51 '57 W, 22.79XCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455._10.0#139 � � is
.F#1 10
'
N 45°00'00" W, 6.89' -�' -- — FIELD FLAGGE WETLAND SOILS ARE AS DETERMINED BY /ALL WAIN MA MOCH, SOIL &WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
�� o� 1360 ROUT 32, UNC VILLE, CONNECTICUT", DAT JUNE 29 AND JULY 2, 2011.)
v
.
F 138
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F 112
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N 12 36 1 1 E 31 .� / 17) PROPERTY IS LOCATED A C-2 ZONE U101 Ilia t l
` t 1,8) SEE ERALL PROPO LAN FOR SEBA . TION.
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W. F�� 1 6 / (CB 2) Z PROP CB " INV. 109
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J --
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EFUSE
PROP CB
� -� Y» 1 13.1 --10 L.F. 12" RCS" @ 1.0%. ... __ 1 1 �. . -----` C
,�
1
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_ 113.1
' $.99" � �
_ - X18
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@�
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BUILDI-NG",RL-1 Al
._
4�j ' 40'X1
__SETBACK _ BASE ALL - (5' IGHT _ a
f I. OOR ELEVATION 102.5 LEADER DP.AINS' O LY
(TYP•) _ n_ ROOF
TOP: �iVALL
(UTILIZE AREA OF
(TYP•)
/42 !n. HIGF HAIN "RETAIN -IT" FIELD AS
LINK,,`FENCE AT OF ,
SEDIMENT BASIN DURING 0
BACK WALL .,_
RET WALL
�=4 L.F. 15" RCP @ 0%
�.`°, 1 , (Typ.`�T - PROP PROP STORMCEPTOR
NOTES:
h
1)
THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
m�
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAID STANDARDS ENACTED BY THE STATE OF CONNECTICUT SECTIONS
°R�e
1
20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
Sr BERNA�°
2)
THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
z
CD
3)
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
R!°�E
5)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH—NEW LONDON ROAD FROM THE WHITMAN—YOUNG PROPERTY NORTHERLY ABOUT 6,200
OR`1E
FEET, ROUTE NO 12, SHEET NO. 2 OF 3", SCALE: 1 "=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1"=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
32
7)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
PROP ST MH
INV, 102.84
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
P
OP ST MH
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
T
9)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE it SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1"=40', DATED APR. 1979, REVISED
T
°
Z
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
tea.
I e
10)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
E
J
DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
R °�
1 1)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
m
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1 "=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1)
REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
12)
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
SCALE
13)
WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-
1000 0 1000
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
a 15) UNDERG OUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
W STRU RES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
.ryry
/'W.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
N 63°51 '57 W, 22.79XCAVATION OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG": 1-800-922-4455._10.0#139 � � is
.F#1 10
'
N 45°00'00" W, 6.89' -�' -- — FIELD FLAGGE WETLAND SOILS ARE AS DETERMINED BY /ALL WAIN MA MOCH, SOIL &WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
�� o� 1360 ROUT 32, UNC VILLE, CONNECTICUT", DAT JUNE 29 AND JULY 2, 2011.)
v
.
F 138
,4
W.F#111
F 112
# 13 7
W: F.# 13 6
N 12 36 1 1 E 31 .� / 17) PROPERTY IS LOCATED A C-2 ZONE U101 Ilia t l
` t 1,8) SEE ERALL PROPO LAN FOR SEBA . TION.
ISI - 3 3 0 2j ' 74
VV F#62 v
. � ' �'3 9 E 1 5
J
--� #63
/ T
s
W. 2 F
N 4 22 E, 26.83'
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1
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N 29024'25 E /J ,
-
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M 21002'25
41
N 4 6 14 E 4.3 / fi ,i 3 L. F. 12"- RCP 1.o°gin - - . 7 0
5 @ 1 ET
- 17 ,
W. 19
N 2 4° 3 5' 8 " 2 7.1 4' / W . F#-1--_7 # _r /r — - _- \ _--- -- --, __ ._w . I/�� -
�, yy
r _
W F1 � 1 4 ,'
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1, i �X 000,
PROP CB ..F. 118
W. F�� 1 6 / (CB 2) Z PROP CB " INV. 109
w
T.F.- 110.0
W. F# I W. F # 1J
- - INV. 107.92 T.F.118.PIPTAINING 3
J --
INV 108 47 W. •
fs
f� _
# W. F# 1 1 _
r. W e F 1 2 82 L.F. 12" RCP @ 1.0%
EFUSE
PROP CB
� -� Y» 1 13.1 --10 L.F. 12" RCS" @ 1.0%. ... __ 1 1 �. . -----` C
,�
1
AREA- _
� TCF 1) .�
25 WETLAND -
_ 113.1
' $.99" � �
_ - X18
SETBACK1
� �
•o
_j V_ QP STORMCEPTOR
@�
C900 Q`h
;.
7�L.F. ` 15" RCP .
" y -- % F.
106.37 ooF
50 WETLAND)
BUILDI-NG",RL-1 Al
._
4�j ' 40'X1
__SETBACK _ BASE ALL - (5' IGHT _ a
f I. OOR ELEVATION 102.5 LEADER DP.AINS' O LY
(TYP•) _ n_ ROOF
TOP: �iVALL
(UTILIZE AREA OF
(TYP•)
/42 !n. HIGF HAIN "RETAIN -IT" FIELD AS
LINK,,`FENCE AT OF ,
SEDIMENT BASIN DURING 0
BACK WALL .,_
RET WALL
�=4 L.F. 15" RCP @ 0%
�.`°, 1 , (Typ.`�T - PROP PROP STORMCEPTOR
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-9465
EMAIL: I NFO@FU LLERSURVEYORS.COM
TO MY KNOWLEDGE AND BELIEF,
THIS MAP IS SUBSTANTIALLY CORRECT
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
P.E., # 12154
,� i ,— - PROP C _ •�---(cBs) 9 `
— W . F �,Zf
--_ 21
(CB 5) T.F. 117.6 1 1 '' W
T.F. 117.6
--- INV.
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J
u. 118 .
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PROP CB �`-- --- PROP c6 ,J (SEE NOTES -)l
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f ,
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r=7T
f KVI—'VJtU UHJ
PROPOSED 8" WATER
1
ADD SAN SEWER, UTILITIES,
TURNOUT, STOP SIGN/BAR
3-20-1
Y
REVISIONS
DATE
PROP �T MM
(STM 1)
T.F. 113.7-
PROP ST MH
INV, 102.84
(STMH 2)
OP ST MH
T.F. 104.2
-
r 9tH7:7).,
__.a
INV. 99.02
3cl
166 L.F. 18" RCPf@ 10.2°fo
J
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-9465
EMAIL: I NFO@FU LLERSURVEYORS.COM
TO MY KNOWLEDGE AND BELIEF,
THIS MAP IS SUBSTANTIALLY CORRECT
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
P.E., # 12154
,� i ,— - PROP C _ •�---(cBs) 9 `
— W . F �,Zf
--_ 21
(CB 5) T.F. 117.6 1 1 '' W
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PROP CB �`-- --- PROP c6 ,J (SEE NOTES -)l
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MINIM
N 2� 1 x,55"
,r
r=7T
f KVI—'VJtU UHJ
PROPOSED 8" WATER
5 7'�'d' GRADING & UTILITY PLAN
� OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
!§AN MONTVILLE, CT.
\ PREPARED FOR, -
CHAR S
F. GAGER
SCALE: 1"=30' 27 JANUARY 2012
30 S H F�T 6 gof 11 so so
GRAPHIC SCALE — FEET
CT 7976
1
ADD SAN SEWER, UTILITIES,
TURNOUT, STOP SIGN/BAR
3-20-1
N0.
REVISIONS
DATE
5 7'�'d' GRADING & UTILITY PLAN
� OF PROPERTIES AT
1360 ROUTE 32
IN THE UNCASVILLE SECTION OF
!§AN MONTVILLE, CT.
\ PREPARED FOR, -
CHAR S
F. GAGER
SCALE: 1"=30' 27 JANUARY 2012
30 S H F�T 6 gof 11 so so
GRAPHIC SCALE — FEET
CT 7976
W. F# 1 1 1
F 1 12ff
PLANT LIST
KEY
QTY
BOTANICAL NAME
COMMON NAME
SIZE
AR
12
ACER RUBRUM 'OCTOBER GLORY
OCTOBER GLORY RED MAPLE
4 1/2" CALIPER
PS
21
PINUS STROBUS
EASTERN WHITE PINE
6'-7' HEIGHT
TC
11
TSUGA CANADENSIS
CANADIAN HEMLOCK
6'-7' HEIGHT
CC
2
CERCIS CANADENSIS
EASTERN REDBUD
3 1/3" CAL.
PC
13
PYRUS CALLERYANA 'CHANTICLEER'
CHANTICLEER PEAR
3 1/3" CAL.
N 23056'06" E 3.36`} _
N 13026 16 " E 2 �,. 5 7'
N 29024'25 E .94'
N 41T E, -34.35
N 24035' 8" E 27.14'
` W. Fi# 14
2
`Q MO..
Now
W. F# 1
f
W.
# I o w.7#1
W F, 1 2
_-___.,j
_ 25' WETLAND w _
SETBACK
�r
�t
X50' (WETLAND)
r
BUILDING
S ETB...
W r
o ` y SASE ALL
f
/ TOP WALL
(Ty p
BAC K WALL Lit
(TYP.)
rf %
f
I
LAWN
AREA
i► O
FULLER ENGINEERING
& LAND SURVEYING, LLC
5 5 JOHN STREET
BTIDGEPORT, CT.
PFI. 203-333-9465
EN4,A,.I.L:INFO@FULLERSURVEYORS.COM
/ Wawa,o
own
EXISTING GUIDERAIL
Tn n r n r-► i eN% irn
NOTES:
1) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAfD STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 2 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1"=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1 "=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1"=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
11) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-2".
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
EXCAVATI N OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG "• 1-800-922-4455.
16) FIELD LAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCK SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
1366 ROUTE 32, UNCASVILLE, CONNECTICUT", DATED JUNE 29 AND JULY 2, 2011.)
17) PROPERTY IS LOCATED IN A "C-2" ZONE DISTRICT.
--4 - SEE OVERALL ,PSROPOSED PLOT PLAN FOR SETBACK INFORMATION. QTmV DT A NTmTNTO NTnrPVQ
i
I . VCftlr T i nr- I IVIV VI' MLL. V I ILI I T LIIVCJ r-MIUM 1 V f'11V T I -LAN 1 1"11
W'h F# 61 4 f`r I `i % EXCAVATION.
`� 3 7 2. ALL PLANT MATERIAL MUST CONFORM TO THE REQUIREMENTS IN THE
' , ! >> , �` PLANT LIST AND THE STANDARDS OF THE AMERICAN ASSOCIATION OF
I` ° 33 02.139 E, /1 5.74 NURSERYMEN FOR EXTRA HEAVY GRADE UNLESS OTHERWISE SPECIFIED.
ALL SPECIES MUST BE TRUE TO NAME AND SIZE. INVESTIGATE SOURCES
51-0� 54 E) 10. 6 5-' OF SUPPLY AND BE CERTAIN IT WILL BE POSSIBLE TO PROVIDE ALL
PLANT MATERIAL SPECIFIED IN THE QUALITY AND QUANTITY REQUIRED
S N 51°0=4'22" E, 26.83 PRIOR TO BIDDING.
\S3a41 1 i' ! 3. ALL UPPER PLANTING AREAS WITHIN THE RETAINING WALLS SHALL BE
W . r # 3 E I ,� MULCHED.
4. SEE DETAIL SHEETS FOR PLANTING DETAILS.
F#35
F #"'2'-
7
6
T
1P W #34,`,-`•4A�V
W�#33
II a
4 �.� �� W . F;# 3 2
TO MY KNOWLEDGE AND BELiEF,
THIS MAP IS SUBSTAN LILLY CORRECT
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
GrR`EG()R'Y ,+ __BOL KI
P.E Rl S. # 12154
VJ " HYDT. '
s jA
Qonp-
INN
�
(31 Ps
1MM
1
'.
33-20-`__
�
I REVISIONS
131 is
I
(a)it
EXISTING GUIDERAIL
Tn n r n r-► i eN% irn
NOTES:
1) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992, EFFECTIVE DATE JANUARY 1, 1993. SAfD STANDARDS ENACTED BY THE STATE OF CONNECTICUT (SECTIONS
20-300b-1 THROUGH 2O -300b-20 OF THE STATE OF CONNECTICUT AGENCIES) EFFECTIVE JUNE 21, 1996.
2) THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS BUILDING LOCATION MAP, ZONING.
3) THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
4) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 1 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
5) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "RIGHT OF WAY MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM THE WHITMAN -YOUNG PROPERTY NORTHERLY ABOUT 6,200
FEET, ROUTE NO 12, SHEET NO. 2 OF 3", SCALE: 1"=40', DATED 1929, PREPARED BY THE CONNECTICUT STATE HIGHWAY DEPARTMENT.
6) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "MAP OF RIGHT OF WAY OF CONNECTICUT LIGHT & POWER COMPANY, ACROSS THE PROPERTY OF FREDERICK W. & MINNIE B. STANLEY,
TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT", SCALE: 1"=200', DATED OCTOBER 1947, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
7) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN OF PROPERTY OWNED BY RICHARD K. SHEPARD, IN THE TOWN OF MONTVILLE, REVISED PLAN", SCALE: 1"=100', DATED OCTOBER
1950, REVISED THROUGH MAY 1951, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
8) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-4", SCALE: 1"=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
9) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PHASE II SEWERAGE PROGRAM, MONTVILLE, CONNECTICUT, CONTRACT B, ROUTE 32, SHEET B-5", SCALE: 1 "=40', DATED APR. 1979, REVISED
THROUGH 9-1-83, PREPARED BY LOUREIRO ENGINEERING ASSOCIATES.
10) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "PLAN MADE FOR MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED, ROUTE 32, SARAH
DRIVE, & RAYMOND HILL ROAD", SCALE: 1"=100', DATED JUNE 19, 1985, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
1 1) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR MOHEGAN TRIBAL UTILITY AUTHORITY SHOWING LAND TO BE CONVEYED FROM
MONTVILLE MEMORIAL POST 10060 VETERANS OF FOREIGN WARS OF THE UNITED STATES, INCORPORATED TO MTIC ACQUISITIONS, INC., ROUTE 32, MONTVILLE, CONNECTICUT, SHEET 1 OF 1",
SCALE: 1"=40', DATED AUG. 22, 2000, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
11) REFERENCE IS MADE TO A CERTAIN MAP ENTITLED: "THAMES BASIN REGIONAL WATER INTERCONNECTION PROJECT, ORIGINAL MONTVILLE PUMP STATION, CONN. ROUTE #32, MONTVILLE, CT., SHEET
1 OF 1 ", SCALE: 1"=20', DATED MAY 13, 2005, REVISED THROUGH 11-30-07, ON FILE IN THE OFFICE OF THE MONTVILLE TOWN CLERK.
12) WITH RESPECT TO HORIZONTAL DATA SHOWN HEREON THE ACCURACY CLASS IS "A-2".
13) WITH RESPECT TO TOPOGRAPHIC DATA SHOWN HEREON THE ACCURACY CLASS IS "T-2".
14) ELEVATIONS ARE BASED UPON NGVD 1929 DATUM.
15) UNDERGROUND UTILITIES (INCLUDING STORM, SANITARY AND/OR COMBINATION SEWERS) SHOWN HEREON ARE COMPILED FROM VARIOUS SOURCES INCLUDING OBSERVATION OF SURFACE
STRUCTURES, UTILITY COMPANY MAPS, MAPS OF THE TOWN OF MONTVILLE, AND MAPS OF THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (f.k.a. THE CONNECTICUT HIGHWAY DEPARTMENT.
THE ACTUAL LOCATION, SIZE AND DEPTH OF THE UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE AS INDICATED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. PRIOR TO ANY
EXCAVATI N OR CONSTRUCTION CONTACT "CALL BEFORE YOU DIG "• 1-800-922-4455.
16) FIELD LAGGED WETLAND SOILS ARE AS DETERMINED BY ALEKSANDRA MOCK SOIL & WETLAND SCIENTIST (REFERENCE REPORT ENTITLED: "WETLAND DELINEATION FOR THE PROPERTY LOCATED AT
1366 ROUTE 32, UNCASVILLE, CONNECTICUT", DATED JUNE 29 AND JULY 2, 2011.)
17) PROPERTY IS LOCATED IN A "C-2" ZONE DISTRICT.
--4 - SEE OVERALL ,PSROPOSED PLOT PLAN FOR SETBACK INFORMATION. QTmV DT A NTmTNTO NTnrPVQ
i
I . VCftlr T i nr- I IVIV VI' MLL. V I ILI I T LIIVCJ r-MIUM 1 V f'11V T I -LAN 1 1"11
W'h F# 61 4 f`r I `i % EXCAVATION.
`� 3 7 2. ALL PLANT MATERIAL MUST CONFORM TO THE REQUIREMENTS IN THE
' , ! >> , �` PLANT LIST AND THE STANDARDS OF THE AMERICAN ASSOCIATION OF
I` ° 33 02.139 E, /1 5.74 NURSERYMEN FOR EXTRA HEAVY GRADE UNLESS OTHERWISE SPECIFIED.
ALL SPECIES MUST BE TRUE TO NAME AND SIZE. INVESTIGATE SOURCES
51-0� 54 E) 10. 6 5-' OF SUPPLY AND BE CERTAIN IT WILL BE POSSIBLE TO PROVIDE ALL
PLANT MATERIAL SPECIFIED IN THE QUALITY AND QUANTITY REQUIRED
S N 51°0=4'22" E, 26.83 PRIOR TO BIDDING.
\S3a41 1 i' ! 3. ALL UPPER PLANTING AREAS WITHIN THE RETAINING WALLS SHALL BE
W . r # 3 E I ,� MULCHED.
4. SEE DETAIL SHEETS FOR PLANTING DETAILS.
F#35
F #"'2'-
7
6
T
1P W #34,`,-`•4A�V
W�#33
II a
4 �.� �� W . F;# 3 2
TO MY KNOWLEDGE AND BELiEF,
THIS MAP IS SUBSTAN LILLY CORRECT
TO THE STANDARDS OF CLASS "A2"
AS NOTED HEREON.
GrR`EG()R'Y ,+ __BOL KI
P.E Rl S. # 12154
VJ " HYDT. '
s jA
Qonp-
BA�KND �
l Owr
P)
Seraqci�
*J
'� I'. In�� SETBACK
(.EE NOTES)
- PROPOSED LANDSCAPE PLAN
- - --„ >3•,,'- OF PROPERTIES AT
6S7 1360 ROUTE 32
-' - -- -- - IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1"__30, 27 JANUARY 2012
30 S H E,ET 7 yof 11 sa 90
GRAPHIC SCALE - FEET
CT 7976
1
ADD TURNOUT, STOP SIGN/BAR
33-20-`__
N0.
I REVISIONS
DATE
BA�KND �
l Owr
P)
Seraqci�
*J
'� I'. In�� SETBACK
(.EE NOTES)
- PROPOSED LANDSCAPE PLAN
- - --„ >3•,,'- OF PROPERTIES AT
6S7 1360 ROUTE 32
-' - -- -- - IN THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: 1"__30, 27 JANUARY 2012
30 S H E,ET 7 yof 11 sa 90
GRAPHIC SCALE - FEET
CT 7976
PLACE SILT SACK FILTER
BENEATH RIM OF CATCH BASIN
OVER LAP 12" ALL AROUND,
DRAINAGE STRUCTURE
(LEAVE TOP OF FRAME HIGH
IF FINISHED GRADE NOT
ESTABLISHED)
NOTE:
1. REPLACE SILT SACKS AS REQUIRED TO PROVIDE PROPER FILTRATION.
SILT SACK CATCH. BASIN FILTER
NOT TO SCALE
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-9;-65
EMAIL:INFO@FULLERSURVEYORS.COM
TO MY KNOWLEDGE AND BELIEF,
THIS MAS' IS SUBSTANTIALLY CORRECT
TO THE STANDARDS OF ;LASS "A2"
Aa NOTED; HEREON.
.: �.
0 _ H:� PIDLTJSKI
P:.; R.L.S. # 12154
SUMP
CATC H B)
TRANSITION
T
RiWk.er
MAiERIALS•" Concrete Pipe Division
CONFIGURATION DETAIL
TYPICAL INSTALLATION
STC 900 Precast Concrete Stormc4tor
1" PVC ANTI—SIPHON
RE—ISSUE
(900 U.S. Gallon Capacity)
PIPE ADAPTER
'. da
DAT`
Stormceptor
REMOVABLE WATERTIGHT—"—
„
ACCESS PORT, 6 OPENING
4 '° .
'd a•
Frame and Cover -�— 32"0
I
a
Grade Adjusters to
'
Suit Finished Grade "
24"0 Outlet
a . ANTI—SIPHON DEVICE
,';
.. Pip
d
6"
' 30" 0 Oil Port "0 Orifice
SNOUT OIL—DERIS
Plate
4 4 HOOD
d '
72"0Q
44
OIL—DERIS
o Stormceptor •
OUTLET . A
Insert
Outlet
PIPE a
Inlet Outlet
d
Inlet ir
A
6"0 a
a
. Q .
A
: Orifice
°
a
Plate
OUTLET PIPE (HIDDEN)
d
Access opening "0 Oil
•aa � d •
�' � Drop Tee � (See note #2 Port
MOUNTING FLANGE
SEE :a
Inlet Pipe 24"0 Drop
NOTE* SOLIDS SETTLE ON
Outlet Pip
"
BOTTOM
Plan View
dd
J811
FRONT VIEW SIDE VIEW
f'
a�.iY:f tR :., 41. , ' } 4 i'C�1 r;,•..''.v � ..a:r; M. 1v.14.1�t.w
wr4'•Ii •.•�`.• r`K .7 r•.: �: ,:5 i�!J.\+;r4''�i li• d
a
Section Thru Chamber
.1 .4 d.
• V, d G d ' d
*NOTE — SUMP DEPTH OF 36"MIN FOR < OR = 12" DIA.
SNOUT OIL—WATER—DEBRIS SEPARATOR
OUTLET. FOR OUTLETS > OR = 15", DEPTH = 2.5-3XDIA.
Notes:
1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable.
2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port.
3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148,
INSTALLATION DETAIL
#5498331, #5725760, #5753115, #5849181, #6068765, #6371690.
NOTES:
4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. E'nkgr Q28
1.) ALL HOODS AND TRAPS FOR CATCH BASIN AND WATER QUALITY STRUCTURES SHALL BE
DETAIL8
AS MANUFACTURED BY:
BEST MANAGEMENTPRODUCTS, INC.
53 MT.ARCHER RD.
FOAM GASKET W
LYME, CT. 06371
PSA BACK NG
(860) 434-0277
(TRIM TO LENGTH
OR PRE—APPROVED EQUAL
2.) ALL HOODS SHALL BE CONSTRUCTED OF GLASS REINFORCED RESIGN COMPOSITE WITH
ISO GEL COAT EXTERIOR FINISH WITH A MIN. 0.125" LAMINATE THICKNESS
MOUNTING FLANGE
3.) ALL HOODS SHALL EQUIPPED A WATERTIGHT ACCESS PORT,A MOUNTING FLANGE,
AND AN ANTI—SIPHON VENT AS. DRAWN. (SEE CONFIGURATION DETAIL
4,) THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE OUTLET PIPE SIZE
e
AS PER MANUFACTURES RECOMMENDATION.
5.) THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD DISTANCE EQUAL TO J THE OUTLET
PIPE DIAMETER WITH A MIN. DISTANCE OF 6" FOR PIPES <12" I.D.
d INSTALLATION NOTE:
6.) THE ANTI—SIPHON VENT SHALL EXTEND ABOVE THE HOOD BY MIN. OF 3" AND A MAX.
POSITION HOOD SUCH THAT
OF 24" ACCORDING TO STRUCTURE CONFIGURATION.a
BOTTOM FLANGE IS A
.' ANCHOR W/ BOLT DISTANCE OF OUTLET
7.) THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED
(SEE DETAIL A) PIPE DIAMETER (MIN.)
SMOOTH AND FREE OF LOOSE MATERIAL.
BELOW THE PIPE INVERT.
8.) THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH J" STAINLESS
d MIN. DISTANCE FOR
STEEL BOLTS AND OIL RESISTANT GASKET AS SUPPLIED BY MANUFACTURE. (SEE
PIPES <12"L.D. IS 6"
INSTALLATION DETAIL.)
9.) INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
D
INSTALLATION KIT SHALL INCLUDE:
DETAIL A
A.) INSTALLATION INSTRUCTIONS
8.) PVC ANTI—SIPHON VENT PIPE AND ADAPTER
C.) OIL—RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
a a 1 / D
D.) J" STAINLESS STEEL BOLTS
4
E.) ANCHOR SHIELDS
.•Q d
DRILLED ANCHOR
HOLE SHIELD
GASKET COMPRESSED EXPANSION CONE STAINLESS
BETWEEN HOOD (NARROW END OUT) BOLT
AND STRUCTURE
(SEE DETAIL 8)
HOOD SPECIFICATION FOR CATCH BASIN
AND WATER QUALITY STRUCTURES
PLACE SILT SACK FILTER
BENEATH RIM OF CATCH BASIN
OVER LAP 12" ALL AROUND,
DRAINAGE STRUCTURE
(LEAVE TOP OF FRAME HIGH
IF FINISHED GRADE NOT
ESTABLISHED)
NOTE:
1. REPLACE SILT SACKS AS REQUIRED TO PROVIDE PROPER FILTRATION.
SILT SACK CATCH. BASIN FILTER
NOT TO SCALE
FULLER ENGINEERING
& LAND SURVEYING, LLC
525 JOHN STREET
BRIDGEPORT, CT.
PH. 203-333-9;-65
EMAIL:INFO@FULLERSURVEYORS.COM
TO MY KNOWLEDGE AND BELIEF,
THIS MAS' IS SUBSTANTIALLY CORRECT
TO THE STANDARDS OF ;LASS "A2"
Aa NOTED; HEREON.
.: �.
0 _ H:� PIDLTJSKI
P:.; R.L.S. # 12154
SUMP
CATC H B)
TRANSITION
T
AVERAGE WEIGHT 1750 LBS. COMPLETE
AS SHOWN ON HIGHWAY DEPARTMENT STANDARD #228-8
CONNECTICUT STATE HIGHWAY DEPT.
(CATCH BASIN TYPE "BC")
AVERAGE WEIGHT 1325 LBS. COMPLETE
AS SHOWN ON HIGHWAY DEPARTMENT STANDARD 228—C
1
RE—ISSUE
3-20—
N0.
REVISIONS
DAT`
AVERAGE WEIGHT 1750 LBS. COMPLETE
AS SHOWN ON HIGHWAY DEPARTMENT STANDARD #228-8
CONNECTICUT STATE HIGHWAY DEPT.
(CATCH BASIN TYPE "BC")
AVERAGE WEIGHT 1325 LBS. COMPLETE
AS SHOWN ON HIGHWAY DEPARTMENT STANDARD 228—C
��• as 3/!' e•
46 V
34 >I/+•
AVERAGE WEIGHT 1750 LBS. COMPLETE
AS SHOWN ON HIGHWAY DEPARTMENT STANDARD #228-8
CONNECTICUT STATE HIGHWAY DEPT.
(CATCH BASIN TYPE "BC")
AVERAGE WEIGHT 1325 LBS. COMPLETE
AS SHOWN ON HIGHWAY DEPARTMENT STANDARD 228—C
CONNECTICUT STATE HIGHWAY DEPT.
STANDARD TYPE "CL"
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: AS SHOWN 27 JANUARY 2012
SHEET 8 of 11
CT 7976
Ir
34 >I/+•
�r
Oe 3/4'
CONNECTICUT STATE HIGHWAY DEPT.
STANDARD TYPE "CL"
NOTES AND DETAILS
OF PROPERTIES AT
1360 ROUTE 32
N THE UNCASVILLE SECTION OF
MONTVILLE, CT.
PREPARED FOR:
CHARLES F. GAGER
SCALE: AS SHOWN 27 JANUARY 2012
SHEET 8 of 11
CT 7976