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JOSEPH MERRITT &CO
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I . REFERENCE IS MADE TO PLANS TITLED: 8. VARIANCES FROM THE FOLLOWING ZONING REGULATIONS WERE GRAN`1'F.D ON JANUARY 7 , 1993 BY THE I i t ( R-120
MONTVILLE; ZONING BOARD OF APPEALS;
A. "CONNECTICUT STATE, HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE 1
CONNEC'T'ICUT TURNPIKE 1. ROM TETE WATERFORD-MONTVILLE TOWN LINE NOR'T'HERLY TO RAYMOND A. SE'CT'ION 19.2.1 TO REDUCE: 'TELE LENGTH OF PARKING SPACES FROM 18' TO 17' FOR TIIE R-40 \ }
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HILL ROAD" OCTOBER 25, 1962 SCALE; 1"-80' NUMBER 85-06 SHEET NO. 3 OF 6 E ISTING WESTERN PARKING LOT ONLY.
B. "PLAN OF THE PFQUOT MILL PROPERTY AT MONTVILLE, CONN. THE J.B. MAR'L'IN CO." SCALE 60 B. 5 C'TION 19.8.1. TO REDUCE THE ACCESS DRIVE WIDTHS FROM 24' TO 22' FOR THE EXISTING ,
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FEET TO THE INCHBY CHANDLER & PALMER 1919 REVISED TO SEPT. 1937. WES'T'ERN 1' PARKING LO ONI:.
2. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) . 9. PARKING CALCULATION: 1 REQUIRED SPADE/3 LEGAL OCCUPANT'S PER SECTION 19.3.6 / R-20 \ ,.." 1 R 20 r
F111ST FLOOR: /
3. SITE IS LOCATED IN AN INDUSTRIAL (I) ZONE. 22.0 LEGAL OCCUPANTS @ I SPACE/3 OCCUPANTS - 14 SPACES
BASElI4ENT: \0 1
9
4. SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT (CAM) ZONE. 70 LEGAL OCCUPAN'T'S @ 1 SPACE/3 OCCUPANT'S - 24 SPACES . ti\ a i / C s
BASEMI NT LE VEL ADDITION: . SITE I r
5. SITE IS LOCATED IN A ZONE: C FLOOD HAZARD AREA AS SHOWN ON THE FLOOD INSURANCE RATE MAP )9 LEGAL OCCUPAN`_I-S_0 _1 SPA E / OCCUPANTS 10 SPACES.
1
FOR THE TOWN OF MONTVILLE PANEL 11 OF 16 COMMUNITY PANEL 090 099 0011 B EFFECTIVE DATE T OTAI. PARKING; REQUIRED - 108 SPACES
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JULY 2 , 1980. PARKING SPACES PROVIDED - 108 SPACES f ,-'
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R-120
6. LIMITS OF INLAND WETLANDS WERE DELINEATED BY ENVIRO-TECH CONSULTANTS, CERTIFIED SOIL. I l AL I UTII,?TIES ARE APPROXI"LATE. CONTRACTOR TO VERIFY ALL 'UTILITIES (LOCATION AND -,+'
SCIENTISTS. ELEIATIO:I) PREOP TO CJ STRLCT ON, CONTRACTOR TO NOTIFY "CALL BEFORE YOU DIC" AT C / , -2
1 8i)0 922 !+-'+57 Al- LEAST 72 E CURS PI?Ic?2 TO CCt'STI LUTIO*:.
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I. THIS PROPOSAL INVOLVIS> THE FOLLOWING PROPOSED ACTIVITIES TO AN EXISTING CULTURAL ' tR- 40 v t C
F'ACILI'TY/COMMUNITY CEN''E`2: IL- OWNER AND APPLICAN'T:
r"IE?ICA'IT POLISH CITIZEN'S CLUB
A. A 20' x 22' ADDITION TO THE BASEMENT AND FIRST FLOOR OF THE PRINCIPAL BUILDING (880EOX 104 -'
SF 'TOT'AL) ON THE SITE. BASEMENT LEVEL WILL BE AN EXPANSION OF THE DOWNSTAIRS 85 "LAPLE AVENUE
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MEETING ROOM. FIRST FLOOR WILL BE USED FOR STORAGE. A 10' x 29' ADDITION (290 SF) 2
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OFF THE EASTERN PORTION OF THE BUILDING (BASEMENT LEVEL ONLY) WILL BE AN ENTRANCE ` ` L
TO THE MEETING ROOM AND A KITCHEN STORAGE AREA. 12. SITE IS DELINEATED ON ASSESSOR'S MA MAP #72 LOT #48. ` I / t ' t ` l
B. A 16' x 16' ADDITION ('256 SF) TO THE EXISTING ACCESSORY BUILDING FOR STORAGE. / Jb'/i tum Com- ,/`{' / , ` T
C. INSTALLATION OF BITUMINOUS CONCRE?TE LIP CURB ISLANDS ADJACENT TO MAPLE AVENUE, 13. O,vNER SHALL BE RESPONSIBLE FOR CONTINUAL MAINTENANCE OF ALL PAINT STRIPING., R-20
INS'TALLAT'ION OF ADDITIONAL BITUMINOUS CONCRETE PAVEMENT AND OTHER ASSOCIATED SITE: rya d R-20J
IMPROVEMENTS. + EXEMPT ti++ 14. THIS SITE IS EXE.1P. FRO... REQUIREMENTS OF THE SOIL EROSION AND SEDT.,ENT CONTROL PLAN
SINCE THE PROPOSED DISTURBED AREA IS LESS THAN 1/2 ACRE. EROSION CONTROL MEASURES WILL
BE REQUIRED TO BE INSTALLED AS SHOWN. / / ,.
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CONTOUR
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96. 90 PROPOSED SPOT GRADE
10 i> WE'TLAIID FLAG AND NUMBER
D NUMBS. OF PARKING SPACES
ACCMP
BCLC BITUMI11OUS CONCRETE LIP CURB
BSMT BASEMENT
BIT BITUMINOUS
CB
CONC COIdCR1.TI
DOT DEPARTMENT OF TRANSPORTATION
L LEU ELEVATION
EX ST EXISTING
FF FINISHED FLOOR
INV INVERT
11) IRON PIPE
Mit I MANHOLE
t-tOil MONUMENT
N/F NOW OR FORMERLY
0/W OVERHEAD WIRE
PROP PROPOSED
RCP
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THE CONGDON MOVING
ANDnSTORAGE COMPANY
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LEGEND AND ABBREVIATIONS
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CONTOUR
PROPO';ED CONTOUR
96. 90 PROPOSED SPOT GRADE
10 i> WE'TLAIID FLAG AND NUMBER
D NUMBS. OF PARKING SPACES
ACCMP ASPHALT COATED CORRUGATED METAL PIPE
BCLC BITUMI11OUS CONCRETE LIP CURB
BSMT BASEMENT
BIT BITUMINOUS
CB CATCH BASIN
CONC COIdCR1.TI
DOT DEPARTMENT OF TRANSPORTATION
L LEU ELEVATION
EX ST EXISTING
FF FINISHED FLOOR
INV INVERT
11) IRON PIPE
MitI MANHOLE
t-tOil MONUMENT
N/F NOW OR FORMERLY
0/W OVERHEAD WIRE
PROP PROPOSED
RCP RLINFORCED CONCRETE PIPE
SAN SANITARY
Sr SQUARE FEET
TF FOP OF FRAME
TY? TYPICAL
i</ WITH
CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN/SECRETARY DATE
ORY/ I I '
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I HERE CERTIFY TO THE BEST OF MY KNOWLEDGE INFORMATIONJs.4.8' rzrsr.J v'.,F
STORY
1L'D P , AND BELIEF
N.° 1G NiF THAT T S MAP' AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF Ao JAMES CLASS 2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACYSTATEOFCONNECTICUT
2C 20 40 OF SUR S AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUTIP(SET) . j - .- --- ASSOC'. ION OF LAND SURVEYORS, INC,
NOT TO SCALE
DURING REPRODUCTION THIS PRI.': MAY NOT
a , , _ DUE TO DISTORTION ,
G `~ C -'.`LE `) FEES SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE 5 :.:._;"G. IF I j
EHEC H`` =rIIN THERE ARE ANY DISCREPANCIES, CONTACT ErGINEER . SURVEYOR DATE LICENSE N0.
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6 1389 TOTAL TECHNOLOGY INL,
These drawings are the property
of the Engineer and have been
spectficatly prepared for tae owner
of this project, at this site, and
are not to be dupticated or used
in part or whote for any other
purpose, project, tocation or owner
without the express written consent
of the Engineer,
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LANDSCAPE SCHEDULE
KEY BOTANICAL NAME/COMMON NAME QTY FULL GROWN SIZE PLANTING SIZE DESCRIPTION
JC JUNIPERUS CHINENSIS 'PFITZERIANA
COMPACTA)/COMPACT PFITZER JUNIPER
19 4'-6' HT
4)-61 S
1811-24" CG EVERGREEN
SHRUB
HE TSUGA CANADENSIS/CANADIEN HEMLOCK 15 60'-90' HT
40'-50' S
4-5' HT
B & B
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TREE
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PROPOI,
BITUMII`
CONCRI
PAVEMI
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WILLIAjVf R. BAL,KCOM
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BITUMINOUS ;a= . ...... 1"A -w wwbmrr CONC PAD
CONCRETE LIP ,
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7 0 LIMIT OF jN A
CURB 111) o?,
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TYP) PROPOSED SIGN:
EMPLOYEE PARKING ONLY"'
L PROPOSED SIGN:
sqE-DISTORY PROPOSED L-1 _jJAMESR. MALA RKY MPI'(- 'EE PARKING ONLY"
GARAGE CLEARING
LIMIT 40NIF
STATE OF CONNECTICUTfi
DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT GRAPHIC SCALE IN FEET
SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF
THERE ARE ANY DISCRPANCIES, CONTACT ENGINEER. CHECK BEFORE USLNG)
NIF
THE CONGDON MO TING
AND STORAGE COMPAN"r
THIS MAP FFFeC),M 0THFR MAP,(;, D'tJ_,D DIMENSIONS
R ONSTRUEDANDOTHF-F _F INFORM0710N, NoT TO BE
t- A,1l A N A (.,C U R 4 F `3 1- J R AND 131H R 1 FCT CHANGES
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SITE DATA TABLE - I ZONE
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NIF
THE CONGDON MO TING
AND STORAGE COMPAN"r
THIS MAP FFFeC),M 0THFR MAP,(;, D'tJ_,D DIMENSIONS
R ONSTRUEDANDOTHF-F _F INFORM0710N, NoT TO BE
t- A,1l A N A (.,C U R 4 F `3 1- J R AND 131H R 1 FCT CHANGES
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SITE DATA TABLE - I ZONE
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ITEM REQUIRED PROVIDED
PRINCIPAL BUILDING)
PROVIDED
ACCESSORY BUILDING)
MINIMUM LOT AREA 40,000 SF 93,772 SF
MINIMUM LOT FRONTAGE 150 FT 266.00 FT
MINIMUM FRONT YARD 30 FT 136+ FT 266+ FT
MINIMUM SIDE YARD 15 FT 39+ FT 8+ FT*
MINIMUM REAR YARD 30 FT 50+ FT 121+ FT
MAXIMUM BUILDING HEIGHT 50 FT 20+ FT 15+ FT
PARKING 108 SPACES 108 SPACES
W
N.A.
WATER SUPPLY EXISTING WELL N.A.
SANITARY MUNICIPAL N.A.
EXIST11NG NOil'i-CONFORMING
NIF
THE CONGDON MO TING
AND STORAGE COMPAN"r
THIS MAP FFFeC),M 0THFR MAP,(;, D'tJ_,D DIMENSIONS
R ONSTRUEDANDOTHF-F _F INFORM0710N, NoT TO BE
t- A,1l A N A (.,C U R 4 F `3 1- J R AND 131H R 1 FCT CHANGES
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2"x 2"x 48" WOOD POLE
@ 80 10, C' (/-k 1"i .)
1,
6" LAYER OF
L "GIMPACTED PROCESSED
GRAVEL (CONNDOT
GRADATION (M.05 . 01(f))
INDUSTRIAL NETTING, SNOW FENCE
OR WOVEN WIRE FENCE FOR SUPPORT
FILTER FABRIC
BACKFILL
100 FLOW
NATIVE SOIL-
fz`iEDINME. NT FE-
11,
41C]""E
1-112" CONNDOT CLASS 2
BITUMINOUS CONCRETE
TOP COURSE
1-112" CONNDOT CLASS I
BITUMINOUS CONCRETE
BINDER COURSE
7 . . . . 8 " MIN. LAYER
OF COMPACTED BANK
BANK RUN GRAVEL
CONNDOT GRADATION "B"
IF EXISTING SUBGRADE
IS UNACCEPTABLE
0000007
N I (I. E. BOULDERS, DEBRIS,
0 0 0 0 0 0 UNSUITABLE SOIL, ETC.)
0 0 0 0 0 ENGINEER SHALL APPROVA
0 - 0 0 - 0 - 0 LAYER THICKNESS AND
0 SUBGRADE CONDITION
a.
EXISTING APPROVED SUBGRADE
T7;7k_Y-'P'Ar#P CROSS--SEMON
NOTES *
1) CONTROL JOINTS TO BE SCORED
C--) 4, - 0" 0. C.
2) PREMOLDED EXPANSION JOINTS
TO BE INSTALLED C-) 12'-0" O.C.
CAST- IN - PLACE
3000 PSI CONCRETE
SURFACE TO BE FINISHED WITH
A WOOD FLOAT OR BY OTHER
APPROVED MEANS.
4
1 /4' PER FOOT SLOPE
lk tip
L- PROCESSED GRAVEL BASE 8" IN DEPTH
6"x6:' WWF STEEL AFTER COMPACTION ( COMPACTED TO 95%
FABRIC REINFORCEMENT MAX. DRY DENSITY PER ASTM 1557D
METHOD D) PLACED IN TWO COURSES
CONCRETE SiDEWALK_
11/2" COMPACTED THICKNESS
CLASS 1 BITUMINOUS CONCRETE 6" HIGH MACHINE FOR',, - BINDER COURSE) BITUMINOUS CONCRETE
f)v0
LIP CURB (SCLC)
1 2" COMPACTED THICKNESS
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CLASS 2 BITUMINOUS CONCRETE
W
TOP COURSE) 210
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LOAM & SEED
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CONCRETE WALK480
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6" -PROCESSED GRAVEL• W
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BANK RUN GRAVEL D o
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JOSEPH MERRITT & CO,
L IPAVEMENTBINDCURBSECTION
SELECTIVELY PRUNE
SHRUBS OFDEAD AND
DYING BRANCHES —
REMOVE BURLAP
FROM TOP 1/3 OF BALL
2-3"BARK MULCH OR
STONE,AS REQUIREC ON PLAN
r ----LAYER OF LANDSCAPE
FABRIC, IF REQUIRED ON
PLAN
TOPSOIL AND PEAT MOSS
MIXTURE
PLANTING NOTE
WORK TOPSOIL CAREFULLY AROUND BALL.
SOAK THE TOPSOIL MIXTURE BELOW AND
AROUND BOTTOM OF BALL WITH WATER.
FILL HOLE UP HALFWAY WITH TOPSOIL MIX
AND SOAK COMPLETELY WITH WATER ONCE
AGAIN. FINALLY, FILL HOLE TO TOP WITH
TOPSOIL MIXTURE AND REPEAT SOAKING
PROCEDURE
SHRUB PLANTIN' sa
2"x2"x9'STAKE FASTENED
TO TREE BY MEANS OF 2
STRANDS OF 12 GAUGE WIRE,
TWISTED,TREETOBE FASTENED
TO EACH STAKE ATAPPROX.5'-
LAYER OF LANDSCAPE FABRIC,
IF REQUIRED ON PLAN
BLACK PLASTIC EDGING,
IF REQUIRED ON PLAN-----,
NOTE: ALL TREES BELOW
3" IN CALIPER SHALL
BE STAKED.
I'i- -- RUBBER HOSE COLLAR
BURLAP OR WATERPROOF
WRAPPING MATERIAL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
2-3" BARK MULCH OR
STONE, AS REQUIRED ON
PLAN
s— FIN ISHEO GRADE
iim-06m" MWFFFMm_W
M.. Ellr1mm."t., r2l
11131...
1" DIA. HOLE REBAR 14-1
FOR 3/4" DIA. ANCHOR ROD (TYP)
t
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t 10 1-4 1 -6
6 - 0
SECTION
PRECAST CONCRETE _WH'EFL STOP
PRECAST CONCRETE WHEEL STOP
PROPOSED GRADE
1" CHAMFER
TYP)
3" MI (TYP,)
2-#4 TOP BARS—/
4 BARS 12" O.C. (HORIZ.)
2" DIA. WEEP HOLES @ 8'-O"O.C.(TYP)
PROPOSED CRUSHED STONE IN FILTER FABRIC BAG
GRADE # 4 BARS 12" O.C. (VERT.)
r71
PO
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2 - 5 1'- 2 BEVELED 2" X 4" KEY
4 BARS 12 O.C.
IZ
4 BARS@ 12" O.C. # 4 BARS 12., O.C.
NOTES: 1. CONSTRUCTION JOINTS SHALL BE
EVERY 20'ALONG LENGTH OF WALL.
2. CONCRETE TO BE 3500 PS.I.
3. ALL EXPOSED CORNERS SHALL HAVE A I" CHAMFER.
RETAINING WALL DETAIL
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These drawings are the property
of the Engineer and have been
specWlcmtty prepared for the owner
of this project, at this site, and
are not to be duplicated or used
In part or whole for Any other
purpose, project, location or owner
without the express written consent
of the Engineer.
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Li
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1-' .1-1 1—— -,,,,v. -_
These drawings are the property
of the Engineer and have been
specWlcmtty prepared for the owner
of this project, at this site, and
are not to be duplicated or used
In part or whole for Any other
purpose, project, location or owner
without the express written consent
of the Engineer.
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1-' .1-1 1—— -,,,,v. -_
These drawings are the property
of the Engineer and have been
specWlcmtty prepared for the owner
of this project, at this site, and
are not to be duplicated or used
In part or whole for Any other
purpose, project, location or owner
without the express written consent
of the Engineer.