HomeMy WebLinkAbout06-45P_CHINESE BAPTIST CHURCH OF GREATER HARTFORD_KING STREETC
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PREPARED BY: Garg Consulting Services, Inc
2096A Silas Deane Highway
Rocky Hill, CT 06043
ARCHITECTURE BY: Clark & Green, Inc.
113 Bridge Street
Great Barrington, MA 01230
LANDSCAPE ARCHITECTURE BY: Mark J. Papa & Associates LLC
201 State Street
North Haven, CT 06473
° w N
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LOCATION MAP
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E A 5 T
° v PROJECT LOCATION
1 " - 5000,
PHASE 1 OF BUILDING
1
PARCEL AREA: 418112 SA / 9.599 AG
N/F MARICE AND LIESSE M. BELOIN
DEED REF: 168 PAGE 331
ASSESSOR REF: 4 13
S82°75'40"E
a� 268.9p•
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200
N/F GEORGE P. TELESCO, III
DEED REF: 1106 PAGE NO.259
ASSESSOR REF: 4 12
N/F NINA L. KEMENT
DEED REF: 1106 PAGE NO. 259
ASSESSOR REF: 2 54
/I
100 0 200
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HERESTOBE
ET1
919.59'
5)\B'4G F
N/F EUGENE 3. PAGANETTI FOR ALMA BURNHAM
DEED REF: 2697 PAGE 118
ASSESSOR REF: MAP 28 LOT 88
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APPLICANT:
CHINE SE BAPTIST CHURCH
OF GREATER HARTF"ORD
NORTH M ' STREET
WEST HARTFORD. CT
N/F ALEXANDER RUSSAK 3R.
DEED REF: 1159 PAGE NO.028
ASSESSOR REF: 5 68
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N/F CYNTHIA SZUKI
DEED REF: 277 PAGE 021
ASSESSOR REF: 5 55
SAYLOR
DEEDREF: D0 PAGE
DEED REF: 130 PAGE 437
ASSESSOR REF: 4-14
nM11MFNTEQTQ un- ��� ,• -
13UPNHAM STREET -TOR'R0-
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CHECKED 0Y*
Sr;o'd���
s�nhut :I E� DATE CHECKED:
J. Scala
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2096A snos_DeCLn. Hqy
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SHEET NO
DESCRIPTION
TITLE H / KEY MAP
OVER&L SITE
3
SEDIMENTATION CONTROL PLAN
4
DRAJNAGE AND UTILITY PLAN
PHASE CONSTRUCTION
ILLUMINATION PLAN
7
EXISTING SITE PLAN
PLAN15
PROJECT TITLE:
Chinese Baptist Church of Greater Hartford
King Street, South Windsor, Connecicut
TITLE SHEET / KEY MAP
CAW f LE COMOP1 r I PLOT TEO 9/1/2006
0223
01 OF 9
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IN I VIOLATORS R7-1
BACKGROUND WILL BE FINED NO
. —1— BLUE I ?. ---) BACKGROUND - WHITE LA Di[ 9/1 k J I
%jr %.p r% r- P% i r- r% m P%m i r %j F% u
NORTH mAjN STREET DRAFTER,
WEST HARTFORD. CT Ir % -A
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ARE NA -:;
SCALE IN FEET CHECKED BY.
40 80 40 0 1 NA DATE CHECKED;
6�� V40
5A Shas 060" Hwy
King Stre'et, South Windsor, Connecicut
OVERALL SITE PLAN
CADO FILE COnC@PldV
PLOT TED 9/t/2006
02 OF 9
Sedimentation and Erosion Controls: Filter Fabric Fastener - Min. No. TO Go" Wire
1. The Engineer shall have oversight responsibility for all construction activities Per Past Required. (Typ.)
related to protection of the environment. The Engineer shall be Mr. Jeffrey A. Scala, P.E., 10' Mox SCHEDULE OF OPERATIONS - SITE DEVELOPMENT G
Chief Engineer, Garg Consulting Services Inc. (860)563-0582 or as mutually agreed by tTyp1 1. Review proposed operations with erosion control officer and engineer
the Town of South Windsor and CBCGH. to ensure completeness and conformance with regulations. This shall include
2. The general construction sequence shall be as follows: the filing of any construction permits.
a. The contractor shall hold a preliminary construction meeting to discuss 2. Install anti -tracking pad and E&S controls as shown or where
his operations and intended schedule. Attendees shall consist of at least the 3 otherwise needed prior to starting construction.
Engineer, Town of South Windsor and CBCGH. 3.Follow procedures in E&S control narrative and building site .-• .�: . <
b. Accurately delineate the limits of construction and wetland enhancement areas. development above. \13
The limits shall be considered the Sedimentation Control Fence as indicated. AMM 4.Strip topsoil and unsuitable subsoil from driveway and
c. Install the perimeter sedimentation and erosion controls including, the anti -tracking _i building site areas. Protect topsoil stockpile from erosion.
5.lnstall bank -run gravel base. Construction equipment ' `'
pad, temporary sediment basin and high visibility safety fence. _>'
d. Rough grade the entire site except the basin and wetland enhancementareos. ��' N is to travel on gravel surface, not on erodible subsoil.
Remove all invasive vegetative species as directed by the Engineer. 6.Cre0te temporary silt pools at low areas and at ROC
2" T K
e. Install temporary mulching on slopes or place topsoil and establish turf. location of permanent basin area. Until final grading,
. ,\ :. R
f. Construct building and install subsurface drainage. ELEVATION swole or stone berm the driveway surface to direct flow to the �� , , (4" MIEN. COVER)
g. Sedimentation controls shall be installed around the drainage inlets. silt pools. The pools will have to be cleaned frequently.
h. Construct the basin and stabilize slopes with turf, mulch and plantings. 7.Bring areas around building to final grade, replace topsoil,
seed and mulch. After heavy equipment has finished, re grade
i. Construct the wetland enhancement areas and rain gardens, including seed mixes STEEL POST Filter Fabric yg
and plantings. driveway to remove silt pools, install process and pea stone top ` -
i. Final oracle porkina areas and place Dovement, back fill curbs, install landscaping course and construct level spreader: / ' ANTI TRACKING R DETAIL_ _ AD
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and clean-up site debris. /` r Direction - 8. Maintain E&S controls until area is stabilized.
9. Remove controls when area is stable. J
k. Monitor site for erosion problems. tUrbed Ground Line NOT TO SCALE
prohibited,undis i
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3. Encroachment into the wetland areas and setback areas with vehicle shallbe / , X
{ �....'
4. Sedimentation controls shall be installed as indicated on the plans and in conformance to the " 2002 ........
Connecticut Guidelines for Soil Erosion and Sediment Controls" or as directed by the Engineer. \ :: ;� ' ' TEMPORARY STOCK PILE AREA
5. All sedimentation controls shall be maintained for the duration of the project until permanent cover is
established and approved by the Engineer.
6. The Engineer shall periodically monitor the site. In addition, the Engineer shall inspect the site 6' BY 6'
following any significant storm event. The Engineer shall keep accurate records for review by the Town. BACKFILLEO TRENCH SED. EROSION CONTROL F CE
7. All soil to be stockpiled for a period of greater than 30 days shall be temporarily seeded and mulched. ;
8. Seeding dates: the following seeding dates are recommended to establish permanent vegetative cover.
a. Spring - April 1 thru May 30 FABRIC ANCHOR DETAIL
b. Fall - August 15 thru October 15
9. Anv damaged or failing controls shall be repaired within 24 hours.
10. All surfaces shall be treated with at least 4 inches of quality topsoil before seeding unless otherwise SILT FENCE PLAN
noted on the plans or as directed.
:.
11. All dewatering operations shall be discharged into an approved method. Approval of the method shall
not relieve the Contractor of his responsibility to protect the enviroment.
EROSION AND SEDIMENTATION CONTROL PLAN NARRATIVE STAPLES ♦ '
In order to prevent damage to nearby sensitive areas, development of this site shall comply with Public
Act 83-388. The developer shall comply with the procedures and control measures detailed in the ,
Connecticut Guidelines for Soil Erosion and Sediment Control. The following general principles are to be
followed to provide an effective erosion and sedimentation control procedure: �,_ , ! ♦ �, ;
1. Keep land disturbance to a minimum. Plan the phases of development so that only the areas, j ,� 1►
which are actively being developed, ore exposed. All other areas should have natural vegetation
preserved, or be heavily mulched m m
2. Stabilize disturbed areas with temporary or permanent measures as quickly as possible after
the land is disturbed. '
3. Keep runoff velocities low by keeping slope lengths short, gradients gentle, and preserving
intermittent areas of vegetative cover. WIDTH '
4. Protect disturbed areas by preventing runoff from draining through them. Use uphill diversions
t! ,
wh,are practical.
SECTION A -A s! '
5. Install perimeter control measures (silt fences/hay bales). This practice most effectively Isolates
the disturbed area from adjacent areas to be protected. Extensive use of silt fencing is recommended
both to detain runoff at expected discharge areas and as insurance to minimize damage should the
preceding measures fail. 3' TO 6's.
6. Periodically check and maintain the E&S control measures during the construction period !,
TRENCH i
especially prior to expected storms. STAPLES
7. Assign the responsibility for implementation and maintenance of E&S control measures to one GEOTExTILE APRON
BACKFILL TRENC
person at the construction site. Provide the town with that person's work and home phone numbers
In case of an emergency. .••••
8. The Contractor shall not store any materials, vehicles within any regulated areas (Wetlands or "' ,' �� `•-�
wetland enhancement areas) or beyond the limits of proposed disturbance. The limits of disturbance
shall be the perimeter sedimentation control fence. SED. ER SLON CONTROL FENCE ,
SITE DEVELOPMENT STAPLES DETAIL A ,� ' -
��
The following procedures for parcel development are recommended: SEE DETAIL
DAM TOE , i �" � � � �
1. All driveway and driveway shoulders should be stabilized immediately upon completion of rough F w DAM CREST
grading. Shoulder seed bed preparation should follow the general notes provided. Hay bales or ,
filter fabric should be used to entrap any sediment EOUAL ELEVATION ' ,� 48.5
generated from exposed soil surfaces. Driveway roadbeds shall be stabilized with compacted road :�----------- ----------- ' X
aggregate as soon as possible.
2. Topsoil and excavated subsoil from the foundation area should be stockpiled within the area of BOTTOM OF
disturbance if not used for on -site re grading. Each stockpile must be adequately ringed with ITCH
sediment control material (i.e., hay bales and/or fabric fence). PROFILE W
i '
3. Any additional stockpiling of lumber or building materials should also be confined to the area , ,y /
of disturbance. Similarly, vehicular movement should be directed to established parking areas.
4. Upon 50% completion of building construction, all row soil areas surrounding the site should be ,
fine graded and mulched. Installation of groundwater control systems, curtain drains with level
r
spreader/filtration trenches and/or energy dissipater,
shall be completed at this stage.
SEED BED SITE PREPARATION '
EROS'IO ONTROL FENCE-
SED.r r r ��7.
Fine grade and rake soil surface to remove stones larger than 1 1/2" In diameter. Install seeded
erosion control devices such as surface water diversions. Apply limestone at a rate of , r
2 ton/AC or 90 Ibs/1000 sq ft. Fertilize with 10-10-10 at a rate of 300 Ibs/AC or 11 Ibs per
1000 sq f t. Work lime and fertilizer into soil uniformly to a depth of 4" with a wish, spring 48.5
r
r ,
tooth harrow or other suitable equipment following the contour lines. �' X r ��
SEED APPLICATION
r
Apply seed mixture (CTDOT or approved equal) by hand, cyclone seeders or hydro seeder. r r
Increase seed mixture by 10% if hydro seeder is used. Lightly drog or roll the seeded
r rr
surface to cover seed. Seeding should be done between April 1st and June 15 or between
. r
August 15th and October 15th. If seeding cannot be done during these times, repeat mulching
procedure below until seeding can take place. r ,
48.5 r ;
MULCHING ' X
Immediately following seeding, mulching the seeded surface with straw or hay at a rate of 1.5 r
to 2 tons/AC. Spread mulch by hand or mulch blower. Punch, mulch into soil surface with track '
machine or disk harrow set straight up. Mulch material should
k approximately 2-Y into the soil surface.
be tuc ed a LEGEND i
PP Y
WATER
ADDITIONAL BALES PLACED TO LIMIT DRAINAGE AREA (SEE NOTE 81 _ _
AND LIMIT IIAXNIaI SLOPE LENGTH (SEE NOTE 91
6 FT MIN, (SEE NOTE 1) TELEPHONE/COMM. _ _ _ _ _ '�
8 FT PREFERRED
L)( (SEE NOTE 9) SEDIMENT CONTAINMENT AREA ELECTRIC - - _ - - - - - - - - -
- - - -
►I TREE LINE
B FT MIN 18 FT PREFERRED iC 7{t I I
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14-
(7YP.) POST CENTERED IN
70E OF SLOPE ��� AND DRIVEN
FLU. 4
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IF STING VEGETATION, 12" MIN
SECTION
HAYBALE/STRAWBALE DIKE - TEMPORARY
PREV
ABOVE
MAX.
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ELE VAI IUN
CONCRETE CURBING
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CENTERLINE TOP OF GRATE
MEOTAN STRFP
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-5' - 4'
PLAN
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SECTION A -A
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TYPE 'C-Gm CATCH BASIN
�FT�HE
TYPICAL SECTION
NOT TO SCALE
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OUTLET
WIDTH -'
SP I LL11AY
ELE.
ELEVATION
NOT TO SCALE
2-Y4.. R 2 /811 Ile RADIUS
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CURB LINE PITCH V PER FT.
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DETAIL OF CURB TYPE INLET
CLASS 'A' CONCRETE
POURED IN PLACE OR
-- - - - - -- / PRECASt-CONCRETE
UNITS.
SECTION B-B
4' TOP SOIL
TOP ELEV.
MINIMUM DEPTH UNLESS SPECIFICALLY
OROEyREO QTHERVISE: UNDER TRAVEL -
WAY 1 - T,2% UNDER UNTRAVELED AREAS
0' - 3'.
DRAINAGE OPENINGS IN 4
i WALLS AT OR IMMEDIATELY
ABOVE THIS ELEVATION.
BRICK. CLASS 'A' CONCRETE.
CONCRETE UNITS. WHERE SRI
ESTABLISH TURF
11 TTED.
1EO NO
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6/11 /2006
Percolation test Hole no. 2 6/11/2006
Site conditions: soils are moist from heavy rains over previous two Percolation test Hole no. 1
weeks. No standing water anywhere on site Site conditions: soils are moist from heavy rains over previous two
Soils are very sandy with little silt present. weeks. No standing water anywhere on site
Presoak = 15 minutes hole is empty Soils are very sandy with little silt present. 10 POLY
IL
Average Presoak = 15 minutes hole is empty _ M
TIME delta time ACCUM. TIME READING MIN/IN AverageIt
4:45 0 0
TIME delta time ACCUM. TIME READING MIN/IN CRUSHED STONE tDU
::.
4:48 2 2.0 14 0.14 3:45 0 0 FILTER FABRIC
4:50 2 4.0 17.75 0.53 3:48 3 3.0 11 0.27
4:52 2 6.0 20.25 0.80 3:50 2 5.0 15 0.50 ...........
4" PERFORATED PVC
4:54 2 8.0 22.5 0.89 3:52 2 7.0 16.75 1.14
4:56 2 10.0 25 0.80 3:54 2 9.0 18 1.60
3:56 2 11.0 20 1.00 /
4:58 2 12.0 26 2.00
3:58 2 13.0 22 1.00
5:00 2 14.0 27 2.00 ... -
5:26 26 40.0 36 2.89 hole empty 4:00 2 15.0 23 2.00 ,
4:35 35 50.0 36 2.69 hole em It
p 1 :
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Use 3 min/inch for design purposes '
Use 3 min/inch for design purposes p p / `
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If 50.0
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IF
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OUTLET WEIR '/.. / PHAfEN2 LIMITS
PAYMENT ELEV. 51. @ /
LIMITS FOR TRENCH EXCAVATION - ►{ -�c�` ' `
I •un acnnimn UATE.°.IAT I ( 2) RAIN y
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EQUIVALENT HORIZONTAL : 'o A K LL ■ H N MA
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Of
PRESHAPE BEDDING MATE AL TO 0.10 H /'
• PRIOR TO INSTALLING PIPE / / / ♦/ ,
IF
R V Ri A PAYME MIT
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BEDDING MATERIAL MAT M N MUMf ,N ARTH , // / ' '♦
/
INSTALLATION
WHERE GRAVEL FILL 1S NOT USED /
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If
PAYMENT , /
LIMITS FOR TRENCH EXCAVATION ,/ / /� /
AND BEDDING MATERIAL
/ TYPE C 53C.B. : , �/
INV. 50.404,
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d PIPE ARCH OF Y I / �� 'tom .. s;►..4
H �..: EOUIVALENSP�ORIZONTAL .•.o A K LL ■ H N MA AL
o!•';o' IN' HOPE CULVERT END 1 .....-
.... ,.• ..... V t
/
H RETAINING 0.25 / / RET ALL
.:• ' °.:• MODIFIED JP RAP SPLASH PAD /
PRESHAPE BEDDING MATE AL TO 0.10 H , Q QJCAP RAIN
PRIOR TO INSTALLING PIPE / ♦ ♦ ` +' R
/ ♦♦ TYPE C'61C75.
4" BEDDING MATERIAL OUTLET WEIR ,
Ed.EV• 52.2
INV. • 56.75 �
48.5 ;
A T MINED N H X AVA T // / X ► ♦ SAN., SEWER MH '
63.0
T
ss
/ PERC. T�ST 2 I 60.40 /
INSTALLATION ! / ' ' YPE •L C.B.
WHERE GRAVEL FILL IS USED F. s 5e
INV 5.�0
/
/ , 0 / /,
BEGGING FOR CULVERTS
RIP RAP SPLASH PAO [MOOIFIEO)
OUTLET
WIDTH
SPILLWAY
ELEV.
TOP ELEV.
BOTTOM ELEV
VOLUME
SPILLWAY ELEV
BOTTOM AREA
BASIN 1
25.0'
52.25
53.0
48.5
0.934Ac.-ft
11184 S.F.
__7
BASIN 2
17.0'
51.0
52.0
50.0
0.374Ac.-ft
10692 S.F.
SCALE IN FEET
80 40 0
SCALE: 1''= 40'
APPLICANT: OF' cog
CHINESE BAPTIST CHURCH V A.•s••G'A
OF GREATER HARTFORD
NORTH MAIN STREET
WEST HARTFORD, CT80
I, rILLK= J. Scala PROJECT TITLE:
Chinese Baptist Church of Greater Hartford
TER: King Street, South Windsor, Connecicut
ECKED 8Y: �vDRAINAGE AND UTILITY PLAN
2096R Shoe i. CT Hwy
CHECKED: CADD FILE ConC4014V PLOTTED 9/UZ006
e60k M
6•10662
0223
04 OF 9
MULTIPURPOSE ROOM, FOYER AND CLASS ROOMS
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PHASE
PHASE 4
i
CLASS ROOMS AND OFFICES
schA w tag
N A• • N
PHASE 1
THE FOLLOWING SHALL BE COMPLETED UNDER THIS PHASE:
1. CONSTRUCT THE ENTIRE DRAINAGE SYSTEM, INCLUDING ALL
BASINS. PIPES, STRUCTURES SWALES AND BASIN.
2. CONSTRUCT PARKING AREAS INDICATED INCLUDING ALL OF
THE HANDICAPPED PARKING STALLS.
3. CONSTRUCT SIDEWALKES AS SHOWN.
4. PROVIDE UTILITIES INCLUCING: WATER, SANITARY SEWER,
TELEPHONE CABLE TELEVISION, ELECTRICITY AND ANY OTHER
UTILITIES AVAILABLE.
5. CONSTRUCT ENTIRE LENGTH OF BERM ON SOUTH SIDE OF
PROPERTY.
G. ROUGH GRADE ENTIRE SITE AS SHOWN ON THE OVERALL
SITE PLAN.
7. PLACE TOPSOIL ON ALL DISTURBED AREAS.
8. ESTABLISH TURF OR PLACE LANDSCAPING MULCH ON ALL
DISTURBED AREAS.
9. INSTALL SITE SIGNAGE INCLUDING, STOP SIGN, NO PARKING
SIGNS, HANDICAPPED PARKING SIGNES AND OTHER SITE SIIGNS.
10. INSTALL PAVEMENT MARKINGS INCLUDING MARKINGS FOR
PARKING STALLS, FIRE LANE IDENTIFICATION.
11. INSTALL TREES, SHRUB AND OTHER LANDSCAPING PLANTS
AS INDICATED IN THE PHASE 1 LANDSCAPING PLANS.
12. CONSTRUCT SECTION OF BUILDING INDICATED.
13. INSTALL RETAINING WALLS.
PHASE
I I I"JL_
PHASE
PHASE 3
2
3
THE FOLLOWING SHALL BE COMPLETED UNDER THIS PHASE:
I.. CLEAN THE ENTIRE DRAINAGE SYSTEM, INCLUDING ALL
BASINS. PIPES, STRUCTURES SWALES AND BASIN.
2. CONSTRUCT PARKING AREAS INDICATED.
3. REMOVE SIDEWALKS AND CONSTRUCT SIDEWALKES AS SHOWN.
4. REPLACE TOPSOIL ON ALL DISTURBED AREAS.
5. ESTABLISH TURF OR PLACE LANDSCAPING MULCH ON ALL
DISTURBED AREAS.
6. INSTALL PAVEMENT MARKINGS INCLUDING MARKINGS FOR
PARKING STALLS, FIRE LANE IDENTIFICATION.
7. INSTALL TREES, SHRUB AND OTHER LANDSCAPING PLANTS
AS INDICATED IN THE PHASE 3 LANDSCAPING PLANS.
B. CONSTRUCT SECTION OF BUILDING INDICATED.
PHASE 4
THE FOLLOWING SHALL BE COMPLETED UNDER THIS PHASE,
1. CLEAN THE ENTIRE DRAINAGE SYSTEM, INCLUDING ALL
BASINS, PIPES, STRUCTURES SWALES AND BASIN.
2. REMOVE SIDEWALKS AND CONSTRUCT SIDEWALKES AS SHOWN.
3. REPLACE TOPSOIL ON ALL DISTURBED AREAS.
4. ESTABLISH TURF OR PLACE LANDSCAPING MULCH ON ALL
DISTURBED AREAS.
5. INSTALL TREES, SHRUB AND OTHER LANDSCAPING PLANTS
AS INDICATED IN THE PHASE 4 LANDSCAPING PLANS.
6. CONSTRUCT SECTION OF BUILDING INDICATED.
2
C`ENERAL
THE FOLLOWING SHALL BE COMPLETED UNDER THIS PHASEe
1. CLEAN THE ENTIRE DRAINAGE SYSTEM, INCLUDING ALL
BASINS, PIPES, STRUCTURES SWALES AND BASIN.
2. CONSTRUCT PARKING AREAS INDICATED.
3. REMOVE SIDEWALKS AND CONSTRUCT SIDEWALKES AS SHOWN.
4. REPLACE TOPSOIL ON ALL DISTURBED AREAS.
5. ESTABLISH TURF OR PLACE LANDSCAPING MULCH ON ALL
DISTURBED AREAS.
G. INSTALL PAVEMENT MARKINGS INCLUDING MARKINGS FOR
PARKING STALLS, FIRE LANE IDENTIFICATION.
7. INSTALL TREES, SHRUB AND OTHER LANDSCAPING PLANTS
AS INDICATED IN THE PHASE 2 LANDSCAPING PLANS.
8. CONSTRUCT SECTION OF BUILDING INDICATED.
Revised 08/30/03
PHASE NOTESU
1. ALL TEMPORARY SIDEWALKS SHALL BE CONSTRUCTED 5' WIDE
OF 1.5" THICK CLASS 2 BITUMINOUS CONCRETE ON 6' BASE.
2. ALL DISTURBED AREAS SHALL RECIEVE AT LEAST 4' OF TOPSOIL
AND BE SEEDED IN ACCORCANCE WITH THE SEDIMENTAION CONTROL PLAN.
APPLICANT:
CHINESE BAPTIST CHIJRCH
OF GREATER HARTF'ORD
NORTH MAIN STREET
WEST HARTFORD, CT
L ■�Vu�L ti.�
�
c "NF J. Scala
��•�PEY A. S'e�i
COO �, �► DRAFTER;
`t
a off, tip•.CHECKED BY; a
S/pNAL.l �v 209Asnoys own.
DATE CHECKED: Rsokx6 OM2
PROJECT TITLE:
Chinese Baptist Church of Greater Hartford
King Street, South Windsor, Connecic it
PHASE
i
Hqry
CA00 FLE COeC601.41V
CONSTRUCTION
PLOT TEO W1412006
0223
05 OF 9
Round Tapered Aluminum Poles
8 To 20 Foot Mounting Heights
3 bolt Pedestal Base
TOP POLE - 3"O.D. X 6" LONG
DIAMETER I I STRAIGHTTOP
BOTTOM POLE
DIAMETER
CONE TAPERED
ALUMINUM SHAFT
6063-T6 ALLOY
TAPPED 3/8"
FOR GROUND
CONNECTOR
CASTALUMINUM
PEDESTAL BASE
A356-T6 ALLOY
24"
POLE TENON FITTER
(3- TENON)
ALUMINUM CANOPY
ASSEMBLY
9-1/4"
CASTALUMINUM
FINIAL
PRISMATIC GLASS
REFRACTOR
PRISMATIC
BALLASTAND REFRACTOR
SOCKETASEMBLY
SECTION OF BALLAST
HOUSING AT
MOUNTING POINT
ight Pole and Luminoire Mail,
Not to Scale
1/4"
17-
CASTALUMINUM
HINGED TOP COVER
WITH INTERNAL
REFLECTOR
CASTALUMINUM
RIBS
CASTALUMINUM
BALLAST HOUSING
W1 INTEGRAL BALLAST
ASSEMBLY
CASTALUMINUM
BASE FOR MOUNTING
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R A RU
APPLICANT; 0 - CUN0** -
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CHINESE BAPTIST CHURCH V A. -
OF GREATER HARTFORD
NORTH MAIN STREET W 14
WEST HARTFORD. CT -1)
SCALE IN IFEE T
so 40 0 so
�-6-o&
ECKED BY;
TE CHECKED;
J. Scala
WWI MCI&S
6A Shas Doane HWy
PROJECT TITLE:
Chinese Baptist Church of Greater Hartford
King Street, South Windsor, Connecicut
ILLUMINATION PLAN
CAOO FLE UnCSPIAP I PLOTTEO 9-11112006
0223
06 OF 9
X 29.51
MAP REFERENCES:
PROPERTY SURVEY PREPARED FOR NINA L. KEMENT, MAIN STREET
SOUTH WINDSOR AND EAST HARTFORD, CONNECTICUT. PREPARED BY
SANDERSON AND WASHBURN, SCALE 1"=60', DATED MARCH 25,2005
PLOT PLAN, PROPERTY VF RUSSAK BRI/5.,11V1^.. , 'MIMU J 1 REC ,I JI/U 1 rl
WINDSOR, CT. PREPARED BY LUCEK ENGINEERING ASSOC. INC. SCALE
1"=40', LAST REVISED 5-5-88.
CONNECTICUT STATE HIGHWAY DEPT. RIGHT OF WAY MAP, TOWN OF
SOUTH WINDSOR, HARTFORD-SPRING FIELD RE. - E. SIDE FROM THE
TOWN OF EAST HARTFORD TOWN LINE NORTHERLY ABOUTE 2300 FEET.
ROUTE U.S. 5, SCALE 1"=40', DATED MAY 29,1930.
WATER BUREAU, THE METROPOITAN DISTRICT, HARTFORD COUNTY,
DATED FEBRUARY 1950; SCALE 1" = 40'; SERTAL NO 1888 SHT. 28-1
THE METROPOLITAN DISTRICT, ENGINEERING AND PLANNING, HARTFORD
CONNECTICUT, TOWN: EAST HARTFORD, STREET: KING ST., HO RANGE
273-347, SCALE 1" = 40' HOR. 1"=10' VERT, DATED DEC 20,1985
SERIAL NO. 1819. SHEET 117-159.
WATER BUREAU, THE METROPOITAN DISTRICT, HARTFORD COUNTY,
DATED FEBRUARY 1950, SCALE 1" = 40', SERIAL NO 1888 SHT. 22-83
PARCEL AREA: 418112 S.F. / 9.599 AC.
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N/F CYNTHIA SZUKI
DEED REF: 277 PAGE 021
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PROJECT TITLE:
APPLICANT: + CON J. Scala
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OF GREATER HARTFORD 4!&OW �, s y�pNORTH MAIN STREET ,�4 < y,.0 DR TER. King Street, South Windsor, Connecicut
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DEED REF: 168 PAGE 331
ASSESSOR REF: 4 13
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DEED REF: 1106 RAGE NO. 259
ASSESSOR REF: 2 54
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DEED REF: 1106 RAGE NO, 259
ASSESSOR REF: 4 12
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DEED REF: 1159 PAGE NO. 028
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DEED REF: 2697 PAGE 118
ASSESSOR REF: MAP 28 LOT 88
THIS DOCUMENT AND COPIES THEREOF ARE VALID ONLY IF THEY BEAR
THE ORIGINAL SIGNATURE AND SEAL OF THE LANDSCAPE ARCHITECT.
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MARK J. PAPA, LAq,,
LICENSE #: LAR.905
DaHITECT
CONNECTICUT
PREPARED FOR
GARG CONSULTING SERVICES, INC.
ROCKY HILL, CONNECTICUT REVISED 9-5-06
REVISED 8-15-06
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DESIGNED
DRAW
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SCAM 111--401
DATE 7/17/06
M06-20-12
PROJECT NO.
DRAWNG
30TE PLAN:
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SHEET NO.
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PLANTING NOTES
1. COORDINATE LANDSCAPE IMPROVEMENTS SHOWN ON THIS PLAN WITH SITE AND CIVIL DRAWINGS PRIOR TO
CONSTRUCTION ACTIVITY. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT OR PROJECT ENGINEER FOR RESOLUTION.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
EXCAVATING PLANT PITS.
3. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 6" DEPTH OF TOPSOIL FOR ALL LAWN AREAS.
4. ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.
5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDED MULCH OVER ALL
PLANTING BEDS AND TREE PLANTINGS.
6. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT
PRIOR TO AND AFTER PLANTING.
7. LANDSCAPE CONTRACTOR SHALL PROVIDE NAME BRAND LAWN SEED MIX FOR APPROVAL BY LANDSCAPE
ARCHITECT. SEEDING RATE TO BE 5 LBS. PER 1,000 S.F.
8. LOCATION OF PLANTS TO BE ADJUSTED BASED ON FIELD CONDITIONS WITH APPROVAL OF LANDSCAPE ARCHITECT.
9. PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY AT TIME OF PLANTING. ALL PLANT MATERIAL
SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT.
10. ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE
OF ACCEPTANCE, TO INCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS
FOUND TO BE IN AN UNHEALTHY CONDITION BY THE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OF
THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANT LIST.
11. CONTRACTOR SHALL VERIFY PLANT QUANTITIES ON PLAN WITH QUANTITIES IN PLANT SCHEDULE.
QUANTITIES ON PLAN SHALL BE INSTALLED IF DISCREPANCIES ARE IDENTIFIED.
12. ALL PLANT PITS SHALL BE BACKFILLED WITH A 3:1 SOIL TO PEAT MOSS MIX.
13. ALL TREE MATERIAL SHALL BE PLANTED IN ACCORDANCE WITH TREE PLANTING DETAIL.
14. PROVIDE 6" DEEP TRENCHED PLANTING BEDS EDGES. TYP. SEE DETAIL.
TABLE A
2006 NEW ENGLAND EROSION CONTROL f RESTORATION MIX
(FOR DETENTION BASINS AND DRY SITES)
SPECIES
PERCENT
Creeping Red Fescue Festuca rubra
30
Annual Rye -Grass Lolium multiflorum
25
Timothy (Phleum pratense)
15
White Clover (Trifolium repens)
10
Red Top (Agrostis)
8
Little Bluestein (schizachyflum sco arium
6
Indian Grass Sor astrum nutans
6
TOTAL
100
APPLICATION RATE: 35 LBS/ACRE
DISTRIBUTED BY:
NEW ENGLAND WETLAND PLANTS INC.
820 MAIN STREET
AMHERST, MA 01002
PHONE (413) 548-8000
FAX (413)548-4000
1245 SO. FT/LB
P LANT LI ST
ORNAMENTAL
TREES
QTYSYM
BOTANICAL NAME
COMMON NAME
SIZE
COMMENTS
12
AS
Acer saccharum 'Green Mountain'
Green Mountain Sugar Maple
2-2.5" Cal.
B & B
6
AR
Acer rubrum 'October Glory'
October Glory Red Maple
2-2.5" Cal.
B & B
5
BJ
I Betu!a 'ac uemontii
White Barked Himalayan Birch
10-12' Ht.
B & B, Clump
10
CF
Cercis reniformis 'Oklahoma'
Oklahoma Redbud
2-2.5" Cal.
B & B
18
FP
Froxinus pennsylvanica 'Patmore'
Patmore Green Ash
2-2.5" Cal.
B & B
3
LS
Li uidambar st rocifluo
Sweet um
2-2.5" Cal.
B & B
8
MS
Ma nolia stellate
Star Magnolia
6-8' Ht.
B & B
6
NS
N yssa s Ivatica
Black um/Tupelo
2-2.5" Cal.
B& B
13
PA
Picea abies
Norway Spruce
5-7' Ht.
B & B
4
PK
Prunus serrulata 'Kwanzan'
Kwanzan Flowering Cherry
2-2.5" Cal.
B & B
11
PP
Picea pun ens 'Glauca'
Colorado Blue Spruce
6-7' Ht.
B & B
2
PS
Pinus strobus
Eastern White Pine
6-7' Ht.
B & B
12
OP
Quercus palustris
I Pin Oak
2-2.5" Cal.
B & B
2
SR
S ringo reticulate 'Ivory Silk'
Ivory Silk Japanese Tree Lilac
2-2.5" Cal.
B & B
2
TC
Tilia cordate 'Greenspire'
Greenspire Linden
2-2.5" Cal.
B & B
SHRUBS
QTY
SYM
BOTANICAL NAME
COMMON NA
SIZE SIZE
COMMENTS
14
AZ
Azalea 'Mother's Day'
Mother's Day Azalea
18-24"
34
AZD
Azalea 'Delaware Valley'
Delaware Valley Azalea
18-24"
8
CT
Cotoneaster 'Tom Thumb'
Tom Thumb Cotoneaster
2 Gal.
6
HDA
Hydrangea macro h !!a 'Nikko Blue'
Nikko Blue Hydrangea
i Gal.
7
Hp
Hypericum patulum 'Hidcote'
St. Johnswort
2 Gal.
9
ICS
Ilex crenata 'Soft Touch'
Soft Touch Japanese Holl
18-24"
33
IG
Ilex glcbra 'Shamrock'
Shamrock Holly
24-30'
2
IMS
Ilex x Mesan 'Blue Stallion'
Blue Stallion Holly
5-6' Ht.
21
JC
Juni Brous conferto 'Blue Pacific'
Blue Pacific Juniper
2 Gal.
6
JH
Juniperous horizontalis 'Youngstown'
Youngstown Creeping Juniper
2 Gal.
8
KL
Kalmia latifolia 'Olympic Fire'
Olympic Fire Mountain Laurel
24-30"
22
LF
Leucothoe fontanesiono 'Rainbow'
Rainbow Leucothoe
18-24"
9
MB
Microbioto decussate
Siberan Cypress
.2 Gal.
11
PJ
Pieus japonica 'Mountain Fire'
Mountain Fire Andromeda
24-30"
9
PJGA
Rhododendron 'PJM Elite'
PJM Elite Hybrid Rhododendron
30-36"
1
PM
I Pinus mu ho 'Niu hus'
Mu ho Pine
24-30"
6
PV
Philadel hus vir inalis
Mockoran e
3 Gal.
15
RPG
Rhododendron 'Purple Gem'
Purple Gem Hybrid Rhododendron
24-30"
24
RS
Rhododendron 'Scintillation'
Scintillation Hybrid Rhododendron
30-36"
23
RY
Rhododendron yokusimanum 'Prince'
Prince Yak Rhododendron
24-30"
14
SLP
Spiraea 'Little Princess'
Little Princess S iraeo
2 Gal.
2
1 SP
1 S rin a patula 'Miss Kim'
Miss Kim Lilac
30-36"
3
VC
Viburnum 'Carlesii'
Korean Spice Viburnum
30-36"
6
VP
Viburnum plicatum tomentosum 'Mariesii'
I Maries Doublefile Viburnum
30-36"
PERENNIALS
GROUND COVER
QTY
SYM
BOTANICAL NAME
COMMON NAME
SIZE
COMMENTS
22
HHR
Hemerocallis 'Ha Returns'
Ha Returns Da lil
1 Gal.
10
ST
Hemerocallis 'Stella D'Oro'
Stella D'Oro Daylily
1 Gal.
TABLE B
BASIN PLANTS
BOTANICAL NAME
COMMON NAME
SIZE
COMMENTS
Amelanchier canadensis
Shadblow
6-8' Ht.
B & B
Aronia melanocarpa
Black Chokeberry
3 GAL
B & B
Clethra alnifolia
Summersweet
3 GAL
Full & Dense
Cornus alternifolia
Alternate —leaf Dogwood
3 GAL
Full & Dense
Cornus racemoso
Gray Dogwood
3 GAL
Full & Dense
Hamamelis vir inia
Witchhazel
2-3' HT.
Full & Dense
Ilex glabra
Inkberry
3 GAL
Full & Dense
Ilex verticillata
Winterberry
3 GAL
Full & Dense
Myrica pennsylvanicum
Northern Bayberry
3 GAL
Full & Dense
Vaccinium corymbosum
Hi hbush Blueberry
3 GAL
Full & Dense
Viburnum lentago
Nannyberry
3 GAL
Full & Dense
PLANTS INSTALLED AROUND DETENTION BASINS SHALL BE SELECTED FROM TABLE B.
ADDITIONS OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND/OR APPROVED BY
THE TOWN OF SOUTH WINDSOR, CT.
DRIVE POST AT ANGLE
AND DRAW VERTICAL
-w SUPPORT POST
ROOTFLARE
4" DEPTH 1611 1/4 WIDTH
z OF MULCH I�ROOTBALL T2" HIGH EARTHEN SAUCER
FINISH GRADE
\` ROOTEALL / 5 TILLED
SLOPED .
. SOIL, TYP.
SIDES\\
REMOVE TOP PORTION
CLEANC\j BACK ILL \ ` OF BURLAP ONLY
BEND BACK WIRE BASKET
THIS DOCUMENT AND COPIES THEREOF ARE VALID ONLY IF THEY BEAR
THE ORIGINAL SIGNATURE AND SEAL OF THE LANDSCAPE ARCHITECT.
MARK J. PAPA, LAIC
LICENSE #: LAR..905
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NECTICUT
COMPACT SUB GRADE -'
UNDISTURBED SUB GRADE
TREE PIT
LIMIT OF BA,_L_
SECTION
PLAN
RUBBER HOSE
DOUBLE STRAND NO. 12
GAUGE GALVANIZED WIRE TWISTED.
DO NOT OVER TIGHTEN WIRE
NOTES:
1. SUPPORT STAKES SHALL BE REMOVED BY THE
CONTRACTOR ONE YEAR AFTER INSTALLATION
TREE PLANTING DETAIL
N.T.S.
6" DEEP
BED TRENCH
PLANTING BED TRENCH DETAIL
N.T.S.
PREPARED FOR
GARG CONSULTING SERVICES, INC.
ROCKY HILL, CONNECTICUT REVISED 9-5-06
REVISED 8-15-06
DESIGNED
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