HomeMy WebLinkAbout98-54P_FIRESTONE GCR TRUCK TIRE CENTER_CHAPEL ROAD_1MATERIAL LEGEND
ARTH
POROUS FILL (GRAVEL OR STONE)
CONCRETE
M ETAL
BRICK MASONRY
CONCRETE MASONRY UNIT (CMU)
PLASTER, SAND, CEMENT, GROUT
NIAN
TYPICAL SYMBOLOGY
NORTH ARROW
ROOM NAME
ROOM NAME AND NUMBER
SECTION, VIEW OR DETAIL NUMBER
%EE FOUND ON
CUT ON
ELEVATION TAG
DRAWING CUT ON
SECTION DESIGNATION
DRYWALL, CONCRETE (ELEVATION)
ELEVATION DESIGNATION
ROUGH WOOD
DOOR IDENTIFICATION
INISHED WOOD
WALL OPENING IDENTIFICATION
PLYWOOD
TOILET ACCESSORY
0
WALL TYPE
RIGID INSULATION
�4�$fl
BATT INSULATION
KEY NOTES
TOILET FACILITY CODE SUMMARY
OCCUPANCY
WC
LAV
D. F.
AREA
CODE MIN.
EXISTING
REQUIRED
= 3 WC (1 HC)
2 WC + I URN
= 1 HC *
F-1/S-1 = 314
3.14
3.1 4
.79
MENS
= 2 LAV
2 LAV
= 1 HC LAV
= 3 WC (1 HC)
2 WC
= 1 HC *
B = 34
1.36
.85
.34
WOMENS
= 2 LAV
2 LAV
= 1 HC LAV
TOTALS = 348
4.5
3.99
1.13
GENERAL
= 2 D. F.
0 D. F.
= 2 D. F.
PROVIDE DIRECTIONAL SIGNAGE AS REQUIRED BY CODE FROM EXISTING TOILET FACILITIES TO NEW
ACCESSIBLE TOILET FACILITIES.
A0 I �k..
P,
GCR TRUCK TIRE CENTER
260 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT
DRAWING INDEX
DWG-
No. DFRCRIPTION
A-0
TITLE SHEET
CIVIL
A-1
SITE & LANDSCAPING PLAN
A-2
GRADING & UTILITY PLAN
A - 135
� -1".-% r%. I
Z) I UK M W1 'A'lr'ft' R N 0"1"' ES & D LE" 1' A 11 LdS
A-4
MISC. DETAILS
A-5
TOWN OF S. WINDSOR DETAILS
A-6
TOWN OF S. WINDSOR DETAILS
A-7
TOWN OF S. WINDSOR DETAILS
& SITE SPECS.
A-8
SITE SPECS.
A-9
SITE APPROVAL LETTERS
STRUCTURAL
A-10
SPECIFICATIONS
A-1 1
FOUNDATION/GRADE SLAB PLAN
A-12
FOUNDATION/GRADE SLAB
SECTIONS AND DETAILS
A-13
MISC. SECTIONS & DETAILS-SHT. 1
A-14
MISC. FRAMING PLANS
A-15
MISC. SECTIONS & DETAILS-SHT. 2
ARCHITECTURAL
A-16 DEMOLITION PLAN
A-17 COMPOSITE FLOOR PLAN
A-18
FLOOR PLAN - PART I
A-19
FLOOR PLAN - PART 11
A-20
ROOF PLAN
A-21
EXTERIOR ELEVATIONS
A-22
WALL SECTIONS
A-23
DOOR & ROOM FINISH SCHEDULES
A-24
ENLARGED PLANS
A-25
INTERIOR ELEVATIONS
A-26
SECTIONS & DETAILS
A-27
SECTIONS & DETAILS
A-28
ARCH. SPECS.
A-29
ARCH. SPECS.
1p
'IV, 0 0
ISSUED FOR CONSTRUCTION ISSUED FOR BID
BULLETIN #1
i I li3' 1 3/3/99 A 11/24
\,7
DWG. No. DFRCRIPTION
MECHANICAL
A-30 HVAC-GEN. NOTES, SPECS. & SYMB.
A-31 HVAC PLAN -EXIST. BLDG.
A-32 HVAC PLAN -WARE H OUS E/SERVIC E
A -7 _y I f- L I P%
H'' %V# A C — eS) E Q UILNU U F 0 PER A -110 N S
A 0 *) E
A-34 HVAC-SCHEDULES
A-35 PLUMBING-SCHED, SPECS. & LEGEND
A-36 PLU MBI NG- PARTIAL FLOOR PLAN
A-37 PLU MBING- PARTIAL FLOOR PLAN
A-38 PLUMBING ISOMETRICS
A-39 NOT USED
A-40 COMPOSITE FL. PLAN -FIRE PROTECTION
ELECTRICAL
A-41 SYMBOLS, ABBREVIATIONS & SCHEDULES
A-42 DEMOLITION PLAN
A-43 SITE PLAN
A-44 GROUNDING PLAN
A-45 LIGHTING FLOOR PLAN - PART 1
A-46 LIGHTING FLOOR PLAN - PART 2
A-47 120 VOLT & COMMUNICATIONS PLAN - PART 1
A-48 120 VOLT & COMMUNICATIONS PLAN - PART 2
A-49 OFFICE AREA POWER & LIGHTING PLAN
A-50 480 VOLT FLOOR PLAN - PART 1
A-51 480 VOLT FLOOR PLAN - PART 2
A-52 FIRE ALARM SYSTEM - PART 1
A-53 FIRE ALARM SYSTEM - PART 2
A-54 MISCELLANEOUS DETAILS
A-55 LIGHTING DETAILS
A-56 LIGHTING WIRING DIAGRAMS
A-57 PANEL SCHEDULES - SHEET 1 OF 4
A-58 PANEL SCHEDULES - SHEET 2 OF 4
A-59 PANEL SCHEDULES - SHEET 3 OF 4
A-60 PANEL SCHEDULES - SHEET 4 OF 4
A-61 ELECTRICAL SPECIFICATIONS
A-62 SITE DETAILS
REFERENCE
1 TOPOGRAPHIC PROPERTY SURVEY
FLOOR PLAN
No
LOCATION MAP
SITE LOCATIONr
BUR_NHAM
BUILDING AND CODE SUMMARY
LOCATION: SOUTH WINDSOR, CONNECTICUT
APPLICABLE CODE: 1990 BOCA W/1992
SUPPLEMENT CONSTRUCTION TYPE
2C (NON -COMBUSTIBLE/UN PROTECTED) WITH
AUTOMATIC FIRE SUPPRESSION SYSTEM
THROUGHOUT.
PROJECT USE GROUP:
F-1, S-1, B (FACTORY, WAREHOUSE, OFFICE)
PROJECT AREA:
F-1 (RETREAD AREA) 12,030 SIT
S-1/F-1 (WAREHOUSE/SERVICE CENTER) 19,360 SF
B (OFFICE) 3,365 SIF
TOTAL 34,755 SIF
THIS DRAWING IS THE PRO- R E V I S 1 0 N S
PERTY OF THE BRIDGESTONE/ REV. BY DATE REV. BY DATE REV. BY DATE REV. BY DATE STORE NO. PROPERTY NO.
FIRESTONE, INC. REAL ES- 1 3 5 7
TATE DEPARTMENT. THIS 162310
DRAWING IS LOANED ON THE 2 4 6 8
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY SEAL LEGEND REAL ESTATE DEPT.
INTERESTS OF BRIDGESTONE/ is,,, F 0 (s� �� � @ m (s�
to WAY DELETERIOUS TO THE SYMBOL DESCRIPTION
FIRESTONE,INC. THE ACCEP-
TANCE OF THIS DRAWING SECTION A -A
% , -J. SHEET NO. A-8
WILL BE CONSTRUED AS AN GCR TRUCK TIRE CENTER
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD- 7 DETAIL NO. 1 260 CHAPEL ROAD
MISSION OF THE EXCLUSIVE WINDSOR, CONNECTICUT
'\�7 SHEET NO. A-7 SOUTH
OWNERSHIP- IN AND TO THE
ATTACHED X-REF'S DRAWING BY THE BRIDGE- -pe s DRAWN BY: RB DATE:
0. 5')G
STONE/FIRESTONE.INC. REAL 1511 REVISION DESIGNATION JOB NO.
21300002 ESTATE DEPARTMENT. CHECKED BY: JCH DATE:
APPROVED BY DATE:
LOUIS PERRY & ASSOC SAVE ....... 1 8332
NAME
WADSWORTH, OH. 44281
(330) 334-1585 - [N]j01-23100D21,3001301 2 lJ00 1JO TITLE SHEET SHEET A-0
DWG. REV.
LEGEND PARKING SUMMARY AREA SUMMARY MINIMUM SETBACKS NOTES:
ASPHALT PAVEMENT PROPERTY LINE, RICHT-OF WAY PARKING REQUIRED IMPERVIOUS SURFACE - 2.81 AC- (61%) (INDUSTRIAL ZONE) 1. THE CONTRACTOR SHALL GIVE THE TOWN ENGINEER (860) 644-2511,
INDUSTRIAL - 1 SPACE/700 SF GFA= 15.7 GRASSED AREA/ FRONT YARD - 35' EXT. 244 A MINIMUM OF SEVEN DAYS NOTICE PRIOR TO STARTING
WAREHOUSE - 1 SPACE/1250 SF + 1/EMPLOYEE= 91.6+9 PERVIOUS SURFACE - 1.777 AC (39%) REAR YARD - 25' WORK.
CONCRETE PAVEMENT TRUCK TRAFFIC DIRECTIONAL ARROW RETAIL - 1 SPACE/200 SF GFA= 4.2 SIDE YARD - 10' 2. THE CONTRACTOR IS FULLY RESPONSIBLE FOR SOIL SEDIMENT
(SEE DETAIL ON DWG. C-3) TRUCK BAYS - 4 SPACES TOTAL SITE - 4.5 8 7 AC
EXISTING LIGHT POLE (QTY: 9) TOTAL = 42.5 SPACES (ACTUAL IMPERVIOUS SURFACE 61%<65% POLLUTION FROM THE SITE AND THE PROPER PLACEMENT AND
o - c) - EXISTING FENCE PARKING PROVIDED - (��ACES ALLOWABLE IMPERVIOUS SURFACE) ZONING SETBACKS MAINTENANCE OF EROSION CONTROL ITEMS IN ACCORDANCE WITH
NEW' LIGHT POLE STANDARD CONSTRUCTION PRACTICE. THE CONTRACTOR SHALL COMPLY
-X-X-X- NEW FENCE FRONT YARD: 35' WITH THE 'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
A SIDE YARD: 10' CONTROL' OF THE CONNECTICUT COUNCIL ON SOIL AND WATER
REAR YARD: 25' CONSERVATION, JANUARY 1985, AS AMENDED.
S 74'28'30" E N/F 3. COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS
30.00' EVE C. HALLER, TRUSTE PERTAINING TO THE CONTROL OF ENVIRONMENTAL POLLUTION, EROSION
N/F N 15*31'30* E 12' WIDE, 6* DEEP COMPACTED AND SEDIMENTATION CONTROL, AND OTHER REGULATED PRACTICES IN
THE DEMOLITION AND OFF -SITE DISPOSAL OF EXCESS MATERIALS.
AGGREGATE DRIVE (M.0501)
CONRAIL 1 24.23' SEE NOTE 16
L
3"'
N 15.31'3
24_23�
EXISTING FENCE TO BE REMOVED LANDSCAPE (MED HT.) 4. THE CONTRACTOR IS RESPONSIBLE TO INVESTIGATE THE EXISTING ITEMS
E
PRIOR TO STARTING WORK.
N 38*39'30* E. N N 44' 0
00 326.72' 215. 0' BUILDIN �K 5. NOTIFY THE OWNER'S REPRESENTATIVE IN THE EVENT OR DISCOVERY OF
ANY DISCREPANCIES FROM THE PLANS IN EXISTING CONDITIONS.
-Wxf r__TRAWORMER -PAD
N 74*28'30" W ELEV. 64.50 A A 15 A 6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS AND
30.00' ............ 123.00' 0 0,0 10 COORDINATE THE NECESSARY INSPECTIONS. THE CONTRACTOR IS
LO
S 385535' W 0 --------------- INSTALL NEW 6' HIGH STORM RETENTION/ RESPONSIBLE FOR ANY ASSOCIATED FEES.
FENCE TO CONNECT TO INFILTRATION BASIN 7. MAINTAIN ALL DRIVE AND PARKING AREAS IN CLEAN CONDITION AT ALL
EXISTING (30'±)
N 7,T48'35* W TIMES.
5.19' EXIST. GRASS -3 . . ......................
EXIST. INTERIOR DOCK FINISHED EXIST. STORAGE TRAILER 8. MAINTAIN EMERGENCY VEHICLE ACCESS TO THE BUILDING(S) AT ALL
FLOOR TO BE RAISED TO MATCH & CONCRETE DEADMAN WALL TIMES.
ADJACENT COVERED LOADING DOCK, I TO BE REMOVED
EXISTING BUILDING SEE ARCHITECTURAL DWGS. CONC. STOOP, SEE ARCH DWGS. GRASS 9. REFERENCE: SURVEY OF PROPERTY PERFORMED BY CLOSE, JENSEN
& MILLER, P.C. AUGUST 14, 1998.
FIN. FLOOR 67.2± EXIST. UTILITY POLE THE CONTRACTOR SHALL REMOVE EXISTING SITE FEATURES INCLUDING,
SIDEWALK TO EX. WELL(SEE NOTE 19)
BUT NOT LIMITED TO, PAVEMENT, GRAVEL, SOD, TOPSOIL, ETC. AS
BE REPa&- HANDICAP
PERMITTED BY THE OWNER AND AS REQUIRED TO DO THE WORK
RAMP 13
INDICATED WITH THIS CONTRACT.
EX. CONC. STAIR 14
N/F 0- - - - - - - - - - r= 11. ALL REFERENCES TO THE STATE OF CONNECTICUT DEPARTMENT OF
RnNiA n FRIMMAN FYI4ZnNr. FFNrF Ar r.ATF _ T_�_�� 15 TRANSPORTATION (DOT) ARE BASED ON THE STANDARD SPECIFICATIONS
EX. UNDERGROUND FUEL TANK FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION FORM 814A,
TO BE REMOVED (TO BE, REMOVED 13Y OTHERS) 16 1995, AND THE SUPPLEMENTAL SPECIFICATIONS DATED JULY, 1998.
% 74f 0
El FIN. EL 67.2 in 27' 9p --A
00
EX. DIESEL PUMP
12. FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN IN ACCORDANCE
(TO BE REMM ErY OTHERS)
WITH DOT STANDARDS SECTION 12.09. PAINT SHALL BE HOT APPLIED,
EX. UNDERGROUND FAST DRYING PAINT PER ARTICLE M.07.21.
\2
PROPANE
INST&L NEW 6' HIGH FENCE TO TANK 12' OVERHEAD DOOR
(TO BE R004ED BY OTHEF AY R30'
CONNECT TO EXISTING (55 3 ts) NEW 2 -6 19 13. A 6" CONCRETE CURB SHALL BE CONSTRUCTED AROUND THE PERIMETER
A I
AD DOOR 0 OF ALL PAVED AREAS AND LANDSCAPE ISLANDS.
10' OVERHE 20
4
--A
14. ALL TRAFFIC CONTROL DEVICES, SIGNS, DRUM$, BARRICADES, ETC. SHALL
5 47 LF CONCRETE RETA114ING BE FURNISHED BY THE CONTRACTOR AND SHALL BE ERECTED AND
WALL WrTH H.W. GUARD 43 MAINTAINED IN COMPLIANCE WITH THE REQUIREMENTS OF THE DOT &
000 N/F
0 TOWN OF SOUTH WINDSOR.
R. NIELSEN SONS, INC. 0
.4, JOHN -a
EXISTING MONITORING WELL 15. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL ITEMS
WITHIN THE RIGHT-OF-WAY DURING CONSTRUCTION. ANY ITEMS
(TO BE ABANDONED) 44
-NEW ASPHALT PAVEMENT�
DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED BY THE
AY SERVICF
LE A Q CONTRACTOR AT NO COST TO THE OWNER.
EXISTNG LIGHT PO
(TO BE REMOVED) AUNTER
0
45 OUTSIDE STORAGE 16. THE CONTRACTOR SHALL INSTALL HORIZONTAL, FIBERGLASS FILLERSTRIPS,
145'
N
AREA ILIMITS MES) AS MANUFACTURED BY FRP SYSTEMS (815) 723-5345, OR APPROVED
EQUAL, ON THE EXISTING FENCE ALONG THE NORTH, EAST AND
WESTERLY PROPERTY LINES FOR A TOTAL OF 1500 LF±. THE COLOR
EXIST, BITUMINOUS SHALL BE SELECTED BY THE OWNER.
46
PAVEMENT TO BE REPLACED--
5
17. THE CONTRACTOR SHALL COORDINATE ALL STAGING AREAS WITH THE
XISTING 30' MANUAL SLIDE \X OWNER OR HIS REPRESENTATIVE. ALL AREAS USED FOR MATERIAL
50' OF ANTI- aL
co AND/OR EQUIPMENT STORAGE SHALL BE ADEQUATELY SECURED.
TRACKING PAD fjT 5 E (EA. GATE 23' LONG,
SEE DETAIL ON A-5 CENTERED OPENING)
18. DRAWINGS A-1 THRU A-8 TO BE WORKED TOGETHER.
6 7 8 9 10
11 12
CABLE GUIDERAIL \x
0 19. THE EXISTING WATER SUPPLY WELL AND MONITORING WELL WITHIN THE
3' DOORWAY
CONSTRUCTION AREA SHALL BE CAPPED AND ABANDONED 36" BELOW
GRADE.
50'_-OF Aqf- Q,
`TRACKING PAD
'5 20. REFERENCE: GEOTECHNICAL STUDY PERFORMED BY CLARENCE WELTI AND
.4 B 12'
SEE DETAIL ON A_5 ASSOCIATES, AUGUST 17, 1998.
00 1 O'x2W' PARKING
EXISTING GRAVEL DRIVE @ Oct SPACE (7YP) x 21. REFERENCE: STORMWATER CALCULATIONS PERFORMED BY CLOSE, JENSEN
: x
TO BE REPLACED WITH
ASPHALT DRIVE. 00 x 6 37 38 39 40 4 42 AND MILLER, P.C., SEPTEMBER, 1998.
0 0 0 �<�� 3 6' CONC. CURB I I C) Ix
34 35
Z. 54' 4�2_5�26 27 28 29 30 31 32 33 �GRASS 0
0 15 22. CONTRACTOR TO COORDINATE RELOCATION OF OVERHEAD PHONE, CABLE
0 @ EXIST. CON 22 23 2 SETBACK
@@0 0 s,, 0 C. DEADMAN
AND ELECTRIC WITH THE RESPECTIVE UTILITY COMPANIES.
TO BE REMOVED 0 0
0 0
0
@ x c� x
23. REFER TO SITE LIGHTING PLAN DWG. A-43 FOR LIGHTING INFORMATION.
F 0 0-
@ EXIST. GRASS
00 CA
E P 1�
EXISTING 6' HIGH 24. THE CONTRACTOR SHALL INSTALL A SINGLE HELICAL COIL OF BARBED
0
0 TAPE PRODUCT, 18"0, COMPLETE WITH TIE WIRES, TO THE TOP OF THE
@ 0 FENCE TO BE REMAIN x
0 @ 647.08' PERIMETER FENCE (1720 LF±) & GATE(S), EXCLUDING SLIDE GATES.
0 SEE NOTE 16
0 0 x s '42'45" W THE BARBED TAPE SECURITY SYSTEM SHALL BE ALLIED'S SILENT
REPLACE EXISTING SIDEWALK A 33 STOCKPILE AREA & SILT SWORDSMAN AS MANUFACTURED BY THE ALLIED TUBE & CONDUIT FENCE
S
IV
REQUIRED TO FORM NEW DR E\ FENCE (MCAL) INSTALL IN
DIVISION (800) 882-5543, OR APPROVED EQUAL.
APRON EACH SIDE) SEE NOTE 25 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
X STOCKPILE AREA & SILT
j
EXIST. POLE TO BE RELOCATED N/F
EXISTING SIGN TO BE REPLACED FENCE (TYPICAL.) 25. STOCKPILE AREAS SHALL HAVE A PERIMETER SILT FENCE SYSTEM TO
SEE NOTE 25
PER OUTY CO. REQUIREMENTS
EXISTING IN ACCORDANCE WITH THE TOWN USI LIMITED PARTNERSHIP
PREVENT THE SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM.
SIDEWALK REQUIREMENTS
1 4 EXISTING LANDSCAPE ISLAND 26. THE CONTRACTOR SHALL WATER THE SITE AS REQUIRED FOR DUST
LANDSCAPE SCHEDULE: AND LANDSCAPE TIMBERS CONTROL.
7 SITE & LANDSCAPING PLAN
A. WICHITA BLUE JUNIPER (SCOPULORUM) 27. DESIGNED BY LOUIS PERRY & ASSOCIATES, 165 SMOKERISE DRIVE,
6' HT. 8 & B -0" - 1585
SCALE: 1 =3 0' WADSWORTH, OH. (330) 334
B. SERBIAN SPRUCE (OMORIKA) R EV I S I ON S
THIS DRAWING IS THE PRO-
. . . . . . . . . . . . 6' HT. B & B NOTS: TO MY KNOWLEDGE AND BELIEF THIS MAP IS STORE NO. PROPERTY NO.
LANDSCAPE NOTES PERTY OF THE BRIDGESTONE/ REV. BY D BY DATE
BY DATE REV ATE REV.
1,1111fil" I REV. BY DATE
g. D MAP HAS BEEN PREPARED IN ACCORDANCE WITH FIRESTONE, INC. REAL ES-
1. THIS SURVEY AN SUBSTANTIALLY CORRECT AS NOTED HEREON. tit 01 Co.
5 7
INE (PINUS STROeUS) 1 3
1. PROVIDE 3" DEEP SHREDDED CYPRESS MULCH
C. WHITE P
SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF TATE DEPARTMENT. THIS 162310
"ff DRAWING IS LOANED ON THE 2 4 6
8
yt. 5' HT. 0 UNIFORM SPACINGS CONTINUOUS THROUGHOUT ALL SHRUB BEDS. CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS CONDITION THAT IT
EXPRESS
SEAL LEGEND
CONNECTICUT" AS ADOPTED BY THE CONNECTICUT
IN THE STATE OF
IS NOT TO BE USED IN ANY
1. PROVIDE OF THE FOLLOWING PLANTS FOR 3 mmjji� i *.%
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996, THIS IS 8 WAY DELETERIOUS TO THE SYMBOL DESCRIPTION REAL ESTATE DEPT.
INTERESTS OF
LANDSCAPE ISLANDS @ ENTRY. 'jaiuilial;X7
A PROPERTY SURVEY BASED ON A DEPENDENT RE -SURVEY CONFORMING TO BRIDGESTONE/ OA%
NO. 4142 ok. CS4,
JOHN H V101R, P.E., L.S FIRESTONE.INC. THE ACCEP-
A-2 AND VERTICAL ACCURACY CLASS T-2 "e0" O'F co/v& SECTION A -A
HORIZONTAL ACCURACY CLASS
TANCE OF THIS DRAWING SHEET NO. A-8 GCR TRUCK TIRE CENTER
D. SPRING TORCH HEATHER (SPRING TORCH) AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH RESPECT LIC. NO 4142
s
WILL BE CONSTRUED AS AN
-TOTAL ACCEPTANCE OF THE FOREGO-
260 CHAPEL ROAD
44% iA AND FEATURES; RECORD EASEMENTS AND VISIBLE EVIDENCE OF THE USE OF ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE SOUTH SOR c
(No. 1 CONTAINER) 45 TO LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT IMPROVEMENTS
DETAIL NO. 1
THEREOF; RECORD AND APPARENT MEANS OF INGRESS AND EGRESS; �,�7 SHEET NO. A-7
E. TRADITION AZALEA (TRADITION) -u WIND ONNECTICUT
15" (No. 3 CONTAINER) 1 O-TOTAL LINES OF OCCUPATION AND DEED RESTRICTIONS PERTAINING TO THE OWNERSHIP IN AND TO THE �o
DRAWING BY THE BRIDGE- DRAWN BY: MWD
loes DATE: 9/28/98
ATTACHED X-REF'S
LOCATION OF BUILDING OR OTHER IMPROVEMENTS. 0.
al0NE/FIRESTONE,INC. REAL REVISION DESIGNATION JOB N
F. BRONZELEAF HONEYSUCKLE (DIERVILLA LONICERA) 21300001 ESTATE DEPARTMENT. p CHECKED BY: ASL DATE:
.'A -TOTAL DATE:
m 24" 8 & B 3
APPROVED BY 8332
SAVE
ISSUED FOR CONSTRUCTION ISSUED FOR BIDS LOUIS PERRY & ASSOC. i "=30,-O"
G. GOLD COAST JUNIPER (JUNIPERUS CHINENSIS) 30'-0" BULLETIN #1 WADSWORTH, QH. 44281 NAME
-TOTAL ---]121300201 SITE & LANDSCAPING PLAN SHEET A- 1
15" (No. 3 CONTAINER) 9 2 �51 9,0, 120' 150' 1 3/3/99 1 11/24/98 334;k- 1585 102 - 213002 2 1JO0201
DWG. REV.
LEGEND: NOTES:
- - - - - - - - EXISTING CONTOUR 1. ALL KNOWN UTILITIES HAVE BEEN SHOWN ON PLANS. THE
BENCHMARK CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS & ELEVATIONS OF
NEW CONTOUR ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE
CHAPEL RD. FIRE HYDRANT CONTRACTOR SHALL ALERT THE 'CALL BEFORE YOU DIG' SERVICE AT
CROSS IN NORTH BOLT OF RIGHT-OF-WAY OR PROPERTY LINE 1-800-922-4455 AT LEAST 48 HOURS BEFORE ANY WORK IS
HYDRANT = ELEV. 75.17 T/CURB: TOP OF CURB ELEVATION INITIATED.
B/CURB: BOTTOM OF CURB/PAVEMENT ELEVATION 2. THE CONTRACTOR SHALL NOT INTERRUPT UTILITY SERVICE TO THE
EXISTING FACILITIES WITHOUT THE PERMISSION OF THE OWNER.
X SPOT ELEVATION TEMPORARY UTILITIES MUST BE PROVIDED IF SERVICE IS INTERRUPTED
H. P. HIGH POINT & PERMANENT SERVICE SHOULD BE RESTORED AS SOON AS POSSIBLE
PH POST HYDRANT TYPE 'CL' CB-6 UNLESS DIRECTED OTHERWISE BY THE OWNER.
N/F 9 7 65.40 3. GRASSED/VEGETATED AREAS OUTSIDE OF THE CLEARED AREAS SHALL
S 74*28'30" E US7 10 WIDE EMBGENCT FIL 62.00 BE PROTECTED AND REMAIN UNDISTURBED.
30.00, EVE C. HALLER, TR �FEE SPILLWAY EL 65.20 28' 15* PERFORATED
N/F 6's\ s, N 15*31'30" E LINE SPILLWAY WITH MODIFIED RIPRAP C.P.E.P. 0 0.5% GR. 4. FINISH GRADE, TOPSOIL, SEED AND MULCH ALL UNPAVED AREAS OF
�� 14 \1 24.23' oo
CONRAIL 000 _*� \ ) ROOF LEADER 15' C.P.E.P. FLARED END THE SITE AND ANY ADDITIONAL UNPAVED AREAS WHICH ARE DISTURBED
FL. 61.86 AS A RESULT OF CONSTRUCTION ACTIVITIES.
aloa�� r y N 38*39'30" E N 34!44'30* E
77-9 -0
64---- 2 66 67 5. THE SPOT ELEVATIONS REPRESENT PAVEMENT ELEVATIONS. THE
- - - - - - - - - - - - - - -- --- - - - - -- - - - - - - - - - - - - - - - - -164-
67 RE04TION/INFILTRATION CONTRACTOR SHALL SLOPE THE PAVEMENT UNIFORMLY BETWEEN THE
63--- G E To 66
N 74!28'30" W .63 N 65 BASIN. BOTTOM EL 61.0 ELEVATIONS, MAINTAINING A POSITIVE SLOPE TOWARDS THE CATCH
30.00' 6.) (LEVEL) (USE RECOMMENDED BASINS.
123.00' 65 62 SEEDING MIXTURE TO
..... - 61 GETATE BASIN)
HOSE BIBB (TYP. OF 3)
-,:_-:5-_,;55'35- W 0 6. SILT FENCE AND SEDIMENTATION CONTROL SYSTEM SHALL CONFORM TO
65- THE FOLLOWING:
EXISTING SEPTIC SYSTEM 0
TO BE ABANDONED. 0
N 73*48'35" W EXISTING F.F. 67.2 A. CONSTRUCT BEFORE UPSLOPE LAND DISTURBANCE BEGINS AS
5.19' 66 0 MODIFIED RIPRAP CLOSE TO THE CONTOUR AS POSSIBLE.
-_ 1 15' -1
F.F. 67.2 SPLASH PADS
00 24m C.P.E.P. FLARED END B. CONSTRUCT EACH END UPSLOPE TO HIGHER ELEVATION.
EXIST. INTERIOR DOCK FINISHED 0&
FLOOR TO BE RAISED TO MATCH FL 61.0 C. ANY VEGETATION REMOVED WITHIN 5' UPSLOPE OF FENCE SHALL BE
C)
CLEANOUT (TYP. OF 6) ADJACENT CNERED LOADING DOCK, REESTABLISHED WITHIN 7 DAYS.
SEE ARCHITECTURAL DWGS. 1--67--
L__r_J5' EXIST. OUTLET
TO SEPTIC TANK TRENCH DRAIN 11 L= 84'± 1� D. COMPLY WITH THE REQUIREMENTS OF DOT SECTIONS 2.18
TF. 65.20 AND 2.19.
8* PLUG INV. 62.44
2' FL (SEE DETAILS) 6
v cr
A- 67
v-_3 11 -, - --- /_'Xi' P- 7. LENGTHS OF PIPE SHOWN ON THIS DRAWING ARE APPROXIMATE.
t� \1\0 GAS MEi`ER C 6 CONTRACTOR TO FIELD VERIFY EXACT LENGTHS REQUIRED.
jpl INFILTRATION SYSTEM
.4 N
(SEE DETAILS) .1
cil -111�/ / /I 1ARING 8. THE MINIMUM CLEARANCE BETWEEN UTILITIES AT ALL CROSSINGS IS 6"
TYPE
N/F "CC CB-1/ FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.
TF 63.50, n-/60.75
RONALD FRIEDMAN rl k1T0A(1Tn0 Tn MM r) Wr7PIPY TWF I nr,&T1()M At
El EVATION
frVILI r
(L c; 0
ZZ 11Z bLNU 8_3 rog
INSPEC nON PORTS OF THE EXISTING 6" SANITARY LATERAL PRIOR TO STARTING
SEE D�IAIL ON A4 s* 0 CONSTRUCTION
:63.51 7_141il_
CONTRACTOR SHALL TEMPORARILY NO C6RBINQ C4
:59.41 c� 0
RAISE THE EXISTING OVERHEAD L4 10, CONTRACTOR TO COORDINATE THE LOCATION AND INSTALLATION OF THE
PHONE AND/OR ELECTRIC IN T c) a:
CL / 4m U WATER MAIN WITH MR. CLAUDE GARRITT, METROPOLITAN WATER DISTRICT
ACCORDANCE WITH STANDARD a. TRINCH DRAIN #2 L4 18'± 12. (MWD) (860) 278-7850, EXTENSION 3645. ALL METHODS AND
CONSTRUCTION PRACTICE TO TF 5.210, FL (SE�'IJETAILS) E CB-5 co --n MATERIALS SHALL COMPLY WITH MWD STANDARDS.
1 0
AVOID INTERFERENCE WITH 6m SAN. INV. 63 15 ROOF b 6& --A
45' BEND
CONSTRUCTION ACTIVITIES (rYP.) 61.18 E --A 11, THE YANKEE GAS COMPANY WILL BE RESPONSIBLE FOR INSTALLING A
POLE 4" GAS MAIN ON CHAPEL ROAD. THE CONTRACTOR WILL BE
LIGHT POLE
TYPE
RESPONSIBLE FOR DIGGING, SANDPADDING & SACKFILLING THE ONSITE
N/F 1\TF 65.20 GAS SERVICE TRENCH ACCORDING TO YANKEE GAS SPECIFICATIONS.
(REF DWG. A- 8) THE YANKEE GAS COMPANY WILL BE RESPONSIBLE
R, 62.96 8w NW)
too 4 C.P.E. 10
Se
W) GH
JOHN R. NIELSEN & SONS, INC. 0 0. GR. __FL Mis HI SLQt, YANKEE GAS CONTACTS: LAURIE
le 8 p -r --� �-- . .1 PVMT FOR INSTALLING THE SERVICE PIPE.
%pp 01 - - - - \, FL 621.18 121 61VT fo- B FIORE (860) 292-2249, LINDA KNORR (860) 292-2257.
6 LF 8* P-E.P.-- __SEE TUAL-OW A-3) (Ty ICAL)
0 0.2% `1
- - - - 1 f \ 6' 12. SITE AND BUILDING LIGHTING TO BE SUPPLIED BY THE OWNER.
FLOOR DRAIN LEADER Q \
RELOCATED ELECTRICAL SERVICE, 0 a. il� \E 13. THE CONTRACTOR SHALL FIELD LOCATE EXISTING UNDERGROUND
0\ ELECTRICAL LINES TO THE EXISTING ENTRANCE GATE CONTROLS AND
TRANSFORMER AND PAD. SEE 4z� c%4 c� %) SITE LIGHTING. CONTRACTOR TO PROTECT THESE SERVICE(S) DURING
ADDITIONAL CHANGES THIS DWG. �3 Uj 0 ALL PHASES OF CONSTRUCTION.
REFERENCE ELEC. DWG. A-43 0- %
T INV 63.75 WALLPACK (3 14. PAVEMENT REPLACEMENT WITHIN THE CHAPEL ROAD RIGHT OF WAY
69. wo 17L 63.36 rbo (TYP OF 11) SHALL MEET THE REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR
AND ANY OTHER GOVERNING AGENCY.
wo
22574 co -1-67 J TYP� �CL` CB-4 15. POST HYDRANT TO BE WADE MODEL 8610 WITH 4' COVER OVER THE
F=66.29 47 0 LF 6 w D.I.P. SAN 0 2.0 TF 66.OQ E DRAIN HOLE & TUBE ASSEMBLY TO
B
0
3/4" Y COPPER SERVICE LINE.
FL=62.89 IN CONC.) A561 % I FL 611.35� BE PLACED WITHIN A GRAVEL SUBDRAIN 36" SQ. x 8" DEEP.
15 0
FL 62.86
\.�, 1 CONTRACTOR TO ADJUST ELEVATION OF GAS MAIN AT ELECTRICAL
69.7 82 TE (OUT) \TYPE 'CL' CB-3 CONDUIT CROSSINGS TO MAINTAIN 12" VERTICAL CLEARANCE.
MH-1 66.00 NEW SITE LIGHTIN
OIL/SAND SEPARATOR
RIM 9.2 61.66 �1 2; (TYPICAL)
8" SW, NW, N 61.66 24
CB Fl�,
TF=66.8 00\ tb V-5 0 _>0 INV., 61. 67
SAN N. 61.65
FL=62.66 6
FL=62.56 NOTE:
ro THIS PROPERTY DOES NOT CONTAIN
DMH \ 1i PH-11 WATERCOURSES OR
TF=67.58 co\ E 68 WETLANDS.
FL=49.88 WA CURB
FL=62.28 S-To- P 3/4 \W COPPER PH-3 70 Id
8' GATE (Typ) EX. CONe. 'To
BE REMOVED
\VALVE PH-2 0
EX. INV. 60.5
250 LF �/4* V COPPER 647 08'
/E SEE NqT�
IRRIC;,Tf6N SUPPLY
I... r 71 3'3'42 45 )N
<1
00
04,
'3�
EXISTING 6" SAN LATERAL
V 27' LONG (10' DEPTH) GRADING & UTILITY PLAN
TO BE RELPACED WITH
8' SAN. LATERAL & MANHOLE SCALE: 1 "=30'-O"
GAS LINE TO BE EXTENDED
BY THE YANKEE GAS CO.
v &.1,
W
WG
\\SAN. MH
0 WG
I'F=72.74
FLA59.46
4�,
A..
BIVI_;J,
HYD.\
-021 8L
1 30' 45
5' 6 16* 20' 66 96, 12V 150'
P, no-IM
N/F
USI LIMITED PARTNERSHIP
1 . THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH
SECTIONS 20-3006-1 THRU 20-3008-20 OF *THE REGULATIONS OF
CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996. THIS IS
A PROPERTY SURVEY BASED ON A DEPENDENT RE -SURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2
AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH RESPECT
TO LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT IMPROVEMENTS
AND FEATURES; RECORD EASEMENTS AND VISIBLE EVIDENCE OF THE USE OF
THEREOF; RECORD AND APPARENT MEANS OF INGRESS AND EGRESS;
LINES OF OCCUPATION AND DEED RESTRICTIONS PERTAJNING TO THE
LOCATION OF BUILDING OR OTHER IMPROVEMENTS.
TO MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
AA
P.
NO. 4142
JOHN H. MILLER, P.E., L.S.
LiC NO. 4142
00
C'4
CATCH
NOTE:
DISTRIBUTION PIPE, FITTINGS AND INFILTRATORS ARE TO BE
INSTALLED LEVEL TO INSURE ENTIRE SYSTEM IS UTILIZED.
INFILTRATION BED LAYOUT
SCALE: 1 10'-0"
ITLET PIPE TRAP (TYP)
TYPICAL CROSS SECTION
CATCH BASIN SUMP
SCALE: NONE
TRENCH DRAIN
�1 L= 84'± PAVEMENT
2 L-- 18'±
f I I I I I
L L.
-ELEV. 64.12
P" NA Qr)TTr)kA NITI�Tf:
u
WITH" 8" C0"'PIPE-��
8* CPEP
(N-12) 90- ELBOW A-71
FL 63.0
2% GR
6 LF 8" CPEP @ 0. FL 62.88
(DRAIN #1) (DRAIN #1)
4 LF 8" CPEP @ 0.2% GR FL 62. 6
9
(DRAIN #2) (DRAIN #2)
11 1 1
TRENCH DRAIN DETAIL
SCALE: NONE
IfkIMI TDATOD rWAkIQFP
0
I-- >< CLEANOUT WITH
<
;2� m SCREW -IN CAP
'01cy)
2 GEOGRID
'CL' CB-2
TF 65.20
CATCH BASIN #1
(TYPE 'C-L')
TF=63.50
FF L = 66 0. 7 -5,
NOTE:
PROVIDE OUTLET
PIPE WITH ELBOW TRAP
TO PREVENT SILT
FROM ENTERING SYSTEM
—12" PVC HEADER PIPE
TOTAL LENGTH
=24'±
12"X12"X`12" PVC TEE
FL=60.75 (ALL)
l')"-00* MY' M QnW
�L%66,J75' ", L-L"J'j"
LIMIT OF STONE
1'± BEYOND PIPE AND INFILTRATOR
24"
10"
4
4
GEOGRID MUST EXTEND 5' BEYOND
THE FOOTPRINT OF THE CHAMBERS
1 1/2" - 20'
WASHED, CRUSHED S
COMPACT BASE TO A
THE MODIFIED PROC1
C-DALIC Alkin I In
FLOOR BOX ,V',,Y,L- MIILJ ULJ
NEENAH R- 06 OR EQUAL
W/S.S. CAP SCREW LID
CLOSURE
PAVEMENT
CLASS "C" CONCRETE
4" PVC RISER
COUPLING RING
4" OZ. FILTER FABRIC
INSPECTION PORT DETAIL
SCALE: NONE
01
Of I
a- 1
LLJ
�>
0
Uj
CD
SEE NOTE 3
HIGH CAPACITY H-20
INFILTRATOR CHAMBER
PROPOSED GRADE
PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
COMPACTED, WELL GRADED GRANULAR BACKFILL (PER INFILTRATOR
SYSTEMS' REQUIREMENTS) WHICH CONTAIN AN EVEN DISTRIBUTION OF
PARTICLE SIZES WITH NO MORE THAN 10% FINES (PARTICLES PASSING
THE # 200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL
(MIN. OF 95% OF THE MODIFIED PROCTOR DENSITY)
(MIN)
(MIN)
11, rrII TOATnO f-UALJDE-D lTVD
Pir 1117VATUR \.,FlMMULI\ ki IF.)
HIGH CAPACITY H-20 INFILTRATOR CHAMBER SYSTEM
SECTION A -A
SCALE: 1 "=5'-O"
DENOTES DIMENSIONS PER MANUFACTURER
TYPE FIG 200 ASPHALT INSTALLATION
TRENCH DRAIN DETAILS
SCALE: I\,9NE
WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE
(NOT REQUIRED FOR PRIVATE SYSTEMS)
APPROVED BACKFILL PLACED AND
COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
SAND BEDDING PLACED AND
^^nAf�TrrN w L" I Avr-nc,
COMPACIED IN 6 LAiER3
NO STONE LARGER THAN 1-1/2".
MATERIAL SHALL
MEET D.O.T. M2.05
IF mrnrnnATr`r\ flf%0r)iIf'ATCn 0117)[7 IC CUOUIKI
r PERF URM 'Lu UlJr-lRllUllLLl 111L 11 01-111111
USE PERFORATION CONFIGURATION 'H' (CIRCULAR)
AS SPECIFIED BY AOS, INC. OR APPROVED EQUAL
BEDDING ON SUITABLE NATIVE MATERIAL OR
3/4- CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER.
MATERIAL SHALL MEET D.O.T. M.02.1
- STONE.
FOR 3/4
BACKFILL TO SPRINGLINE OF PIPE WITH
3/4" STONE WHEN USING POLYETHYLENE,
ABS OR CPP PIPE.
STORM DRAIN TRENCH DETAIL
SCALE: NONE
ISSUED FOR CONSTRUCTION'
BULLErIN #1
3/3/99
NOTE:
WHERE CONFLICTS EXIST BETWEEN
- - -- - -
STORMWATER DETAILS AND TOWN OF SOUTH
WINDSOR DETAILS AND//OR MISCELLANEOUS
DETAILS, STORMWATER DETAILS SHALL GOVERN.
roll
TRENCH DRAIN NOTES:
1, nIKAFNqI0KIq qpr)wm ON THF PI AN'� ARF Tn THF
>
E�HZW 6'� HE TRENCH DRAIN.
2. REFER TO TYPICAL PAVEMENT SECTIONS FOR PAVEMENT AND
SUBBASE REQUIREMENTS.
IN. 3. THE TRENCH DRAIN SYSTEM SHALL MEET THE FOLLOWING
MINIMUM REQUIREMENTS AND BE MANUFACTURED BY ACO
POLYMER PRODUCTS, INC., CHARDON, OHIO, (800)543-4764,
OR AN APPROVED EQUAL.
MATERIAL
RESIN
NOMINAL TRENCH WIDTH
DI III -Ikl Ql nDF
BI-, I LT I N SLU E
OVERLAP JOINT BETWEEN CHANNELS
CHANNEL JOINT SEALANT
VERTICAL END OUTLET
GRATE FRAME AND GRATE
TRAFFIC RATING
GRATE THICKNESS
TYPE FIG 200
FIBER REINFORCED PLASTIC
POLYESTER
8"
1
I—.
2"
POLYURETHANE
8 11
GALVANIZED STEEL BAR
CLASS C (56,000 LBS.)
1- 1/4"
SEED MIXTURE FOR
RETENTION BASIN AREA
CREEPING FESCUE 20%
TALL FESCUE 30%
CLOVER 20%
PERENNIAL RYEGRASS 30%
NOTE:
USE 3-4 LBS./1000 SF OF COVERAGE HYDROSEED OR IF HAND
Qr-r-f'�rn I ICC' QTMAIAl C-nO KAI 11 r'UIKI/- CC-C-n ADCAQ ni IDIKIr' kAIr)-
31111ULU UOL alr\mvy rvv-, IvIuL.'IIII4v. -;)L-L-Lll L/%Jl\lii,-7 lyllL-,
APRIL TO MID -MAY AND MID -AUGUST TO MID-SEPTEMBER. FALL
IS PREFERRED TIME.
ATTACHED X-REF'S
ISSUED FOR BIDS LOUIS PERRY & ASSOC. 17777]
WADSWORTH, OH. 4428 7 102-21300=1 1213002081
l5al El�l N1
(330) :
A 1 11/24/98
THIS DRAWING IS THE PRO-
PERTY OF THE BRIDGESTONE/
FIRESTONE, INC. REAL ES-
TATE DEPARTMENT. THIS
DRAWING IS LOANED ON THE
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY
WAY DELETERIOUS TO THE
INTERESTS OF BRIDGESTONE/
F! RESTON E, INC. TH E .....
-r-
-
I r
TANCE OF THIS DRAWING
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE
OWNERSHIP IN AND TO THE
DRAWING BY THE BRIDGE-
STONE/Fl RESTON E,INC. REAL
ESTATE DEPARTMENT.
SAVE
NAME
21,300208
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF
SOUTH WINDSOR'S PUBLIC IMPROVEMENT SPECIFICATIONS.
2. CONTRACTOR SHALL NOTIFY THE MANUFACTURERS OF THE
INFILTRATION SYSTEM COMPONENTS (INFILTRATOR SYSTEMS, INC.) AND
THE TRENCH DRAIN COMPONENTS (ACO DRAIN, INC) PRIOR TO
START OF CONSTRUCTION TO INSURE INSTALLATION CONFORMS TO
MANUFACTURER'S REQUIREMENTS.
3. C.P.E.P. STANDS FOR CORRUGATED POLYETHYLENE SMOOTH INTERIOR
PIPE (TYPE N-12) AND FITTINGS AS MANUFACTURED BY "ADVANCED
DRAINAGE SYSTEMS, INC." OR AN APPROVED EQUAL. PIPE TO BE
PROVIDED WITH A FILTER FABRIC MEMBRANE (SOCK) TO MINIMIZE
SILTATION TO SURROUNDING SOILS.
4. CONTRACTOR TO ROUTE ROOF LEADERS TO THE RETENTION BASIN AS
SHOWN ON THE PLANS.
5. ALL OUTLET PIPES FROM THE PROPOSED CATCH BASINS SHALL BE
EQUIPPED WITH DEBRIS TRAPS TO RETAIN FLOATABLES, OILS AND
S I LTS. SEE CATCH BASIN DETAILS FOR MANUFACTURES AND
MODELS.
6. ALL CATCH BASINS TO HAVE MINIMUM 4' DEEP SUMPS.
7, CONTRACTOR SHALL LINE THE SLOPES OF THE RETENTION BASIN WITH
EROSION CONTROL MATTING FOR SLOPE PROTECTION AS
MANUFACTURED BY "NORTH AMERICAN GREEN, 14649 HIGHWAY 41
NORTH, EVANSVILLE, ID 47711 " OR AN APPROVED EQUAL.
8. CONTRACTOR SHALL PROTECT THE RETENTION BASIN AND INFILTRATION
J elil -rA-rlt-\Kl r% 1 1 r- -r /-% r%nKIC-1701 I/rInKI A t�Tl\ /IT] CC I ICINlf�
SYSTEMS r MUM Z) LI/Al IUIN UUr- I U k-UINID I F\U%- 1 UIN tm,-, I IVI I IL-,.,
APPROVED DEVICES AND METHODS IN ACCORDANCE WITN THE
"CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL, THE CONNECTICUT COUNCIL ON SOIL AND WATER
CONSERVATION, LATEST REVISION".
Q. PnUTINF ' M ' A ' I ' NTEN ' A ' NC'F nF TH ' F STORM SEWER SYSTEMS, RETENTION
BASIN AND INFILTRATION SYSTEM IS REQUIRED SO THAT THESE
SYSTEMS FUNCTION PROPERLY. SEE THE DETAILED MAINTENANCE
SCHEDULE FOR THE RECOMMENDED MAINTENANCE.
ROUTINE INSPECTION AND
MAINTENANCE REQUIREMENTS
1. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL INSPECT THE
INFILTRATION AND RETENTION SYSTEMS AFTER EVERY MAJOR STORM TO
EVALUATE THE PERFORMANCE OF THE INFILTRATION SYSTEMS.
STANDING WATER WITHIN 48 TO 72 HOURS AFTER A STORM MAY
INDICATE THAT THE SOIL INFILTRATION RATE HAS DEGRADED AND IN
NEED OF REPAIRS. THE REPAIR MAY REQUIRE THE TILLING OF THE
SOIL ON THE POND BOTTOM TO IMPROVE INFILTRATION CAPACITY. THE
RA'.;;IN Fl OOR SHOULD BE RELEVELED TO THE ORIGINAL FLOOR
. -- - - - -- - - -- -
ELEVATION AND REVEGETATED WITH THE RECOMMENDED SEEDING
MIXTURE AS SOON AS POSSIBLE. APPROPRIATE EROSION AND
SEDIMENTATION CONTROLS SHOULD BE EMPLOYED TO MINIMIZE
EROSION AND SILTATION INTO THE BASIN.
2. THE OWNER OR THE OWNER'S REPRESENTATIVE SHOULD ANNUALLY
INSPECT THE RETENTION BASIN BOTTOM FOR SEDIMENT
ACCUMULATION AND THE CONDITION OF THE RIPRAP SPLASH PADS
AND BASIN GRASS AND REPAIRED IF NECESSARY.
3. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL MOW THE
RETENTION BASIN SLOPES, BERM AND BOTTOM AT LEAST TWICE A
YEAR TO MINIMIZE WOODY GROWTH (I.E. SHRUBS, TREES, ETC.).
REMOVE ALL TRASH, DEBRIS AND GRASS CLIPPINGS AFTER EACH
MOWING.
4. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL ANNUALLY
INSPECT AND CLEAN EACH OF THE CATCH BASIN SUMPS TO REMOVE
THE ACCUMULATED SEDIMENT AND DEBRIS. THE STRUCTURAL
CONDITION/INTEGRITY OF THE OUTLET PIPE'S DEBRIS TRAPS SHALL
BE INSPECTED AND REPAIRED IF REQUIRED AS SOON AS POSSIBLE.
5. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL INSPECT THE
UNDERGROUND INFILTRATION SYSTEM FOR SEDIMENT ACCUMULATION
UTILIZING THE INSPECTION PORTS PROVIDED. SEDIMENT REMOVAL
MAY BE REQUIRED PERIODICALLY IU MAINIAIN IMIL IN�ILINAIIUN ANU
STORAGE CAPACITY.
R E V I S 1 0 N S STORE NO. PROPERTY NO.
ZEV. 13Y DATE REV. BY DATE REV. BY DATE REV. BY DATE
7
162310
2 4 6 8
t— t---Il
--il
SEAL LEGEND
SYMBOL DESCRIPTION REAL ESTATE DEPT.
_ECTION A -A
SHEET NO. A-8 GCR TRUCK TIRE CENTER
260 CHAPEL ROAD
DETAIL NO. 1
E:)
SOUTH WINDSOR, CONNECTICUT
��7 SHEET NO. A-7
DRAWN BY: MWD DATE: 9/29/98
REVISION DESIGNATION CHECKED BY: ASL DATE: JOB NO.
APPROVED BY: DATE: 8332
"all 4�,(/
-",4 , / I
STORM WATER NOTES & DETAILS SHEET A-3
DWG. REV.
-A
'4"
GRAAULAR BEDDING
PER DOT M.012'
GRADING 'C'--\
1/2 I'll-t UIAMtltK
SP RINGLINE
W
SEE NOTE 1
0 cl
0
X
a
C14
(2
'tpo
X
N
m
%.a
9,
U-
*a
_�d%w
4,
1
_'2
P �&
'o
0 o
*_a
MIN. 1 16" M
BACKFILL SEE
NOTES 2,7
1. ALL ''RENCH EXCAVATION SHALL CONFORM TO THE RULES AND REGULATIONS OF THE
CONNECTICUT 'STATE INDUSTRIAL COMMISSION; THE FEDERAL OCCUPATIONAL SAFETY AND
HEALTH ACT (OSHA); AND ANY OTHER GOVERNING AGENCY FOR TRENCH SHORING &
ALL OTHER REGULATIONS.
2. ALL BACKFILL SHALL BE TAMPED WITH MACHINE MOUNTED TAMPING EQUIPMENT.
NO FLOODING, JETTING OR PUDDLING OF BACKFILL WILL BE PERMITTED.
BACKFILL SHALL BE COMPACTED TO 98% UNDER BUILDING AREAS & 95% UNDER
GRASS OR PAVED AREAS, OF MAXIMUM LABORATORY DRY DENSITY PER ASTM D 698.
3. BEDCING LIMITS FOR R.C.P. AND D.I.P. SHALL BE AS SHOWN ON STORM DRAIN TRENCH
DETAIL, DWG, A-3.
4. SLAG BEDDING SHALL NOT BE USED.
5. DUCTILE IRON PIPE USED FOR WATERLINE MAY BE PLACED DIRECTLY INTO THE TRENCH
WITH THE BOTTOM SHAPED TO CRADLE THE PIPE & BELLS EXCEPT WHEN INSTALLED IN
ROD ANC UNDER PAVEMENT OR STRUCTURES, IN WHICH CASE, BEDDING SHALL BE AS SHOWN.
6. INSTALL A MAGNETIC DETECTOR TAPE WITH THE RESPECTIVE UTILITY DESIGNATION 12" ABOVE
THE C-ENTERLINE OF NONMETALLIC UTILITIES.
7. TRENCHES UNDER PAVEMENT OR STRUCTURES SHALL BE BACKFILLED WITH AGGREGATE PER
DOT M.02, GRADING 'B', COMPACTED TO TOP OF TRENCH.
-TYPICAL TRENCH DETAIL
SCALE: NONE
GEOTEXTILE OVER
T
APA BACKFILL
)UND INLET
6" LAYERS
-4
NOM
-40
1. GEOTEXTILE SHALL HAVE AN EQUIVALENT OPENING OF 20
SIEVE AND BE RESISTANT TO SUNLIGHT.
INLET PROTECTION DETAIL IN
qWAI Fq� nITr.H I INF.,; nR YARn INI FTS
f
SCALE: NONE
z
. . . . . . . . . . . .
A j
�b '�
4`4
r
r 95
T '4';
V
'4'
t.
4, 19, w_%, .11 "4V
� I fm
7 -
t :7 1
05 sk.
.4.
'14 t
A
lVZ "li-
4('P`�'_!4_-`_��"
s
lit
',4j'
Y
If
44
4
�A_
'A'
1 1/4" (COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE M.04
1 3/4" (COMPACTED) CLASS 2 BITUMINOUS
CONCRETE BINDER COURSE M.04
TACK COAT 4.06.03 6" (COMPACTED) AGGREGATE BASE M.05.01
J7
.6 0 0 0
%
oo 00 i 4p
0
0 0
&nq "o Y N
0 .0
S. Q 0 00
04 -Mg, *';�t
SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
ASPHALT DRI
VE/PAVEMENT SECTION
SCALE: NONE (DOT SECTION 9.22)
WWF 5x6 X W4xW4, M.06.01
8" CONCRETE PAVEMENT M.03
6" (COMPACTED) AGGREGATE BASE M.05.01
X X X.
st=mmao lvg�)
0 o �.6 -
0
0
f-b
0
0.
0,
SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
Llf%'rf7C'. 1 flnkITr)AflTnr-3 Tn Q11011IT rlr\K[Tr)At'TIAKI 0. fl/'\KICTDjIrlTIAKl
ilu 1 r_a; uullllrllmIllur% lu 3u0m 1 OL klvI'fl3Ir\v�.1I v"
JOINT DETAILS & SPACINGS FOR ALL CONCRETE WORK
WITH SHOP DRAWINGS FOR APPROVAL.
C_O_N_CRETE DRIVE APRON SECTION
SCALE: NONE
(DOT SECTION 4.01)
1 1/2" R
COMPACTED SUBBASE TO
95% STANDARD PROCTOR
#4 BAR CONT
6" SCH 40 PVC COUPLING CAST A
IN FOR 6" INLET PIPE SEE
NOTE 8
rt
C)
6" SCH. 40 PVC COUPLING
CAST IN FOR 6" OUTLET
PIPE SEE NOTE 8
1/2"
#4 BAR CONTINUOUS
MIN. 2" CLEAR
-H JOINT SEALER,
.04.02
DOT ITEM M
PROPOSED PAVEMENT
PREFORMED JOINT MATERIAL,
DOT ITEM 6.01.05*
EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED WHEN
CURB IS ADJACENT TO FLEXIBLE TYPE PAVEMENT
VERTICAL CURB DETAIL
SCALE: NONE (DOT SECTION 8.12)
ISSUED FOR CONSTRUCTION
BULLETIN #1
3/3/99
NOTE:
WHERE CONFLICTS EXIST BETWEEN TOWN OF
SOUTH WINDSOR DETAILS AND
MISCELLANEOUS DETAILS, TOWN OF SOUTH
WINDSOR DETAILS SHALL GOVERN.
ISSUED FOR BIDS
11
A 1
_j
A
TOP VI EW
18" DIA. M.H. RISER WITH
EAST JORDAN #2905
18" DIA. M.H. RISER WITH
FRAME AND COVER
EAST JORDAN #2905
FRAME AND COVER (TYP.)
2" VENT
7
6" DIA. PVC. INLET
(BY MACK IND.)
CONCRETE
_j
1 1 8 "TDIA - M H RISER JWITH
EAS JORD N #2905
FRA E AND COVER (Typ.)
BAFFLE
OPTIONAL VENT
KNOCKOUT
6
7
BAFFLE
2" VENT SEE NOTE 8
SEE NOTE 2
SEE NOTE 6
18" DIA. M.H. RISER WITH
EAST JORDAN #2905
FRAME AND COVER
COKSTRUCTION
6" OUTLET
ASTM C923
WATERSTOP
(TYP.)
EXTERIOR
PROTECTIVE
COATING
A-2
NOTE:
1.
REINFORCED CONCRETE SHALL HAVE A COMPRESSIVE
6.
SPACE TO COLLECT SETTLING SOLIDS.
STRENGTH OF 5000 PSI AT 28 DAYS.
7.
VENTILATED AIRSPACE.
2.
18" DIA. RISER AVAILABLE IN 12", 15" & 24" HEIGHTS.
8.
2" GALV. STEEL VENT PIPE (APPROX. 25') TO BE INSTALLED AT CONSTANT
�ALV_ STEEL VENT PlrPE
7.
i
n A - n AIIITU /'nKICC'Al
flnKICT I IfITInk] -Ili KIT T DC CC -1
v
UU114JI i IV DIL JLMLEEU TV If \,Vl4JL L
_'; VI'4
P(�PWPJROX;
A I'd _w
D n 'r. T w r
11D U111 Cir)DC' TO A 1,117W A' WII'W X/rPTI('Al Q&IV CTPPI Plqr7P PIPP k
vf- I IIL_I_ '>L�vl t- I w n I'L_'v u w.
E N S
CS-440 0 L R SISTA T EALANT.
180' BEND TO BE MOUNTED TO THE BUILDING EXTERIOR AT THE CORNER.
MAINTAIN ADEQUATE CLEARANCE FROM THE OVERHEAD DOOR. SECURE TO
4.
CONCRETE TANK SYSTEM SHALL BE RATED FOR H -2
BUILDING WITH APPROPRIATE FASTENERS. MAINTAIN 6' MIN.) CLEARANCE AT
LOADING.
ALL PIPE CROSSINGS.
5.
PREFABRICATED TANK BY MACK INDUSTRIES, INC.
9.
INLET AND OUTLET PIPING BY CONTRACTOR.
201 COLUMBIA RD. VALLEY CITY, OH 44280
np ApppovFn FC)IIAI
ln
INTPPIOP k FYTFPInP PPr)TF('TIVF (.CIATIN("� PFR MANI IFA(l.TIIRFRc.s
1 000 GALLON
0-% 1 r_% -r- r-% A r-% Io-%It
I L i -w- f-- r-% r- r-% -T-.-% r"% M f---r A I I
SCALE: NONE
kirui nnnirillAV f1linn
ELEVATION
CONTRACTION
JOINT
TAPERED
CONCRETE CURB CONCRETE APRON
8" THICKNESS
(SEE SECTION/
THIS DWG)
SEE PLANS FOR WIDTH
PLAN
NOTE:
CONTRACTOR TO SUBMIT CONTRACTION & CONSTRUCTION
JOINT DETAILS & SPACINGS FOR ALL CONCRETE WORK
WITH SHOP DRAWINGS FOR APPROVAL.
HALT PAVEMENT
NEW CONC. CURB
ALONG DRIVE
SEE PLANS FOR
RADIUS (TYP.)
DETAIL OF CURB ALONG
DRIVEWAY APRON
SCALE: NONE
12"
C"I
_T
-A
SECTION A
SCALE: NONE
THIS DRAWING IS THE PRO R E V I S 1 0 N S
STORE NO. PROPERTY
NO.
PERTY OF THE BRIDGESTONE/ REV. BY DATE REV. BY EV.TBY DATE
I 1 11 1 DATE REV. BY
FIRESTONE, INC. REAL ES_ 1 11 3 1
TATC* nMAPTIA�KfT TWOZ 1 1 5 1 7 4 IT, r) lz 4 n
4 8
DRAWI�'G' I�ZZE*D";N THE 2
6
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY SEAL LEGEND
WAY DELETERIOUS TO THE SYMBOL DESCRIPTION REAL ESTATE DEPT.
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP- rA -Z'\ SECTION A -A
SHEET NO. A-8
TANCE OF THIS DRAWING
"A GCR TIRE TRUCK CENTER
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO
DETAIL NO. 1
ING CONDITION AND AS AD- 260 CHAPEL ROAD
SHEET NO. A-7
MISSION OF THE EXCLUSIVE -5 SOUTH WINDSOR CONNECTICUT
OWNERSHIP IN AND TO THE
-'r, * 4/' :7�
-REF' 0. 21G- DRAWN BY: MWD DATE: 9/28/98
DRAWING BY THE BRIDGE
ATTACHED X S
JOB NO
S TONE/FIRESTONE,INC. REAL
ESTATE DEPARTMENT.
ON A
1-7h
REVISION DESIGNATION
C HECKED BY :ASL DATE:
APPROVED BY DATE:
.
8332
SHE ET A-4
SAVE
NAME
2 1 J0020, 3
LOUIS PERR & ASSOC.
WADSWORTH OH 44281
3
1 �330) 1 4-1585
CI:E 08 123-21 3001112130020,31
F
-
MISCELLANEOUS DETAILS
DWG. REV.:
EXISTING
PAVEMENT
EXISTING
PAVEMENT
TYPE 'K2' BIT. CURB
NOTE:
TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN.
COATING TO BE APPLIED PER M 04.0l.ld4. FORM 814 A
BITUMINOUS CONCRETE
LIP CURB DETAIL
SCALE: NONE
I
VV Wl ANIJ 3tJAL JUINI VVIIN lAkrx UVAI M U+.Ul
OR 1 1/2" (COMPACTED) CLASS 2 BITUMINOUS
)NCRETE SURFACE COURSE (OR
�TCH EXISTING, IF GREATER) M 04
2' OR 1 1/2" (COMPACTED) CLASS 1 OR 2 BITUMINOUS
CONCRETE BINDER COURSE ( OR
MATCH EXISTING, IF GREATER) M 04
3" (COMPACTED) PROCESSED TRAPROCK
3ASE.— M 05.01.
6- (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M.02— GRADE, B
(OR PROCESSED TRAPROCK)
ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED
62 0
iP9 N;r R n w
C�?
2�
:2
CD 16- _cN
"s 1 3/16-
AT BACK OF WALK
'*�� 1--.*, — BITUMINOUS CURBING
m V)
X r--
��z 2
a
EXPANSION JOINT AT BACK OF CURB
AND AT SIDEWALK LINE
EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE.
SIDEWALK Tr�� SLOPE NOT TO EXCEED 1:12
GRASS A � i N GRASS
BITUMINOUS CURB LINE
ullul"11114vui �.lvl\u I I F.
(BOTH SIDES)
RAMP 3'-0" MIN.
3'-4" MAX.
FINISHED PAVEMENT LEVEL
Ror.sm
NOTE:
SURFACE SHALL BE TEXTURED AND NON —SLIP.
12" MIN. 12' MIN.
DRAINAGE
DESIGN IN THE VICINITY OF RAMPS SHALL
BE AN INTEGRAL PART OF
TRENCH WIDTH VARIES
NOTES:
THE RAMP
DESIGN. NO DRAINAGE STRUCTURE SHALL
BE PLACED WITHIN THE
SEE TYPICAL TRENCH
1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR
LIMITS OF
THE RAMP.
SECTION —
PERPENDICULAR TO, THE CENTERLINE OF THE PIPE.
SECTION
2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED.
CONCRETE
SIDEWALK HANDICAP RAMP
SCALE: NONE
PERMANENT
PAVEMENT PATCHING DETAIL
SCALE: NONE
TRENTCH WIDTH VARIES
SEE TYPICAL TRENCH SECTION
SECTION
� -.1 /11
I ANU >LAL OVINI RIM 11AUN UVAI M U+.Ul
)MPACTED) CLASS 2 BITUMINOUS
TE SURFACE COURSE (OR
EXISTING, IF GREATER) M 04
7" (COMPACTED) PROCESSED TRAPROCK
3ASE.— M.05.01
6" (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M.02— GRADE, B
(OR PROCESSED TRAPROCK)
APPROVED BACK FILL PLACED
AND COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
NOTES
1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH,
OR PERPENDICULAR TO, THE CENTERLINE OF THE PIPE.
2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED.
TEMPORARY PAVEMENT PATCHING DETAIL
SCALE: NONE
I ATTACHED X-REF'S I
ISSUED FOR CONSTRUCTION ISSUED FOR BIDS t= —
LOUIS PERR� 0& A4SS08C, I E
H. L
BULLETIN #1 42 [ �
WADSWORTH E
3/3/99 A 11/24/98 TAI (330) 3,34-1585 102-217307071]1213002041
10 13/16"
50' TO 100' MINIMUM LENGTH
EXISTING PAVEMENT
50'-100' MINIMUM
GEOTEXTILE
EXISTING GROUND SECTION
MINIMUM OF 4" OF AGGREGATE OVER
LENGTH AND WIDTH OF STRUCTURE �J
ANTI TRACKING PAD
SCALE: NONE
PRE CAST CONCRETE UNIT
ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
BRICKS, 6" TO 12"
ALL JOINTS TO BE
POINTED FLUSH & FULL
IRE CAST CONCRETE OR
'ONCRETE MASONRY UNITS
IRE CAST SUMP OR
;LAB (OR EQUAL) 3500 PSI
— 6" OF 3/4" CRUSHED
STONE
10 13/16"
FRONT ELEVATION SIDE ELEVATION
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0" (RCP) OR l'—O" (CPEP).
2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS.
INSIDE DIMENSIONS REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE.
THIS DRAWING IS THE PRO-
PERTY OF THE BRIDGESTONE/
FIRESTONE, INC. REAL ES-
TATE DEPARTMENT. THIS
DRAWING IS LOANED ON THE
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY
WAY DELETERIOUS TO THE
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP-
TANCE OF THIS DRAWING
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE
OWNERSHIP IN AND TO THE
DRAWING BY THE BRIDGE-
STONE/Fl RESTON E,INC. REAL
ESTATE DEPARTMENT.
SAVE
NAME
21JOOJ10
TYPE 'C-L' CATCH BASIN
SCALE: NONE
R E V I S 1 0 N S
EXISTING PAVEMENT
STORE NO PROPERTY N
REV.
BY
DATE
REV.
BY
DATE
BY
DATE
REV.
BY
DATE
162310
4
8
SEAL
LEGEND
SYMBOL DESCRIPTION
7
REAL ESTATE DEPT.
SECTION A -A
SHEET NO. A-8
GCR TRUCK
TIRE
CENTER
260 CHAPEL
ROAD
DETAIL NO. 1
SHEET NO.
WIND
SOUTH SOR3
C ONNECTICUT
A-7
4
t' 0 'i'-) fN A
REVISION DESIGNATION
DRAWN BY: MWO
DATE: 9/28/98
JOB NO.
CHECKED BY: ASIL
DATE:
1 40-
APPROVED BY:
DATE:
8332
All/
it 4t./
AV, 3j) 311,11
TOWN OF SOUTH WINDSOR DETAILS
SHEET A-5
DWG, REV. : 1-1
ADJUST TO GRADE WITH COURSES
OF CONC. BRICK OR CONC.
GRADING RINGS (SEE NOTE 1)
CD
1',2',3', OR 4' RISER SECTION A
AS REQUIRED
FOR DETAILS, SEE ELASTOMERIC COUPLING
AND FLEXIBLE MANHOLE SLEEVE F-
4' MIN. TO JOINT .
3/4 PIPE I.D.
I
3'
SEE CAST IRON MANHOLE
FRAME & COVER DETAIL
—VARIES 6" TO 12"
4 MANHOLE STEP
(SEE STANDARD DETAIL)
A
S JOINT DETAIL (BELOW)
4'-0
BITUMASTIC
DAMP PROOFING
4'-0" MIN.
TO JOINT
v FLOW'�
CLASS "A" CONCRETE OR BRICK 6'1 4 - -=)
A
MASONRY SELF-CLEANING INVERT tow -
CLASS "A" CONCRETE
73/4" BROKEN TRAPROCK
ELEVATION
2 DEGREES MAX.
�,VLU A�'�'LILU NUIL5
ROUND RUBBER GASKET JOINT� BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 12" BELOW TOP OF MANHOLE FRAME & COVER
tF SEALER ELEVATION.
SPIGOT & BELL REINF.:1 ALTERNATE JOINT 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS- BEARING CAPACITY
SHALL BE SUBMITTED TO THE
GASKET JOINT TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET.
PRECAST REINFORCED CONCRETE MANHOLE
SCALE: NONE
NEENAH TRAP HOOD MODEL NO. R3701 OR EQUAL WITH
HOOKS (FOR 12" & 15" DIA. PIPES)
(USE CAMPBELL FOUNDRY COMPANY, PATTERN
#2569-0244 WITH HOOKS FOR 24" DIA. PIPE OR AN
A m n m nx rr- r\ rnt I A I N
TRAP HOODS SHALL BE INSTALLED
IN ALL CATCH BASINS,
TRAP HOOD INSTALLATION
SCALE: NONE
SEWER MAIN LINE
STANDARD PLUG
LTRENCH LIMIT-,,,.,,
4PIPE, AS SPECIFIED
TANDARD BEND, SIZE ASI REQUIRED
STANDARD WYE, SIZE AS REQUIRED
PLAN I
SIN
EXISTING GRADE
PE _ _ "' 1*
SAND BLANKET
WARNING TAPE
0.
o
o 01�
0 0 0
:w
o- o
0 0 co 00 00 .00
0 0 of 0 Of LLJ
0 o*o.* o o
D% 0 0 000
00
1 0 0
00%o o*. 000 00" 60* MIN. GRADE
0 oo.. _j
000000
o 0. SEE NOTE 2
0*0 *0
'.0. .0 00 LLJ
3/4" BROKEN TRAPROCK
PROFILE
NOTES
1 . FOR TRENCH REQUIREMENTS, SEE TYPICAL TRENCH SECTIONS DETAIL &
SPECIFICATIONS.
2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) EXCEPT WHERE THIS IS
IMPRACTICAL OR WHERE A HARDSHIP WOULD BE CREATED THEN PIPE
MAY BE LAID TO A GRADE OF NOT LESS THAN 1%.
TYPICAL BUILDING SEWER
SCALE: NONE
1/2" GRADE 60
STEEL REINFORCEMENT
SECTION A -A
PLASTIC OR FIBERGLASS MANHOLE STEP
INSIDE FACE
MANHOLE OF MANHOLE —'-
FLEXIBLE' SLEEVE
POWER SLEEVE
u 111 u_ filau PI_PEM
t7 IMTA I
TAKE- UP
,;p STAINLESS STEEL STRAP
CLAMP
GASKET
ELASTOMERIC MANHOLE COUPLING FLEXIBLE MANHOLE SLEF—V
MANHOLE PIPE CONNECTION
Ml`�rFl I ANFoi jc� KAANHnI F nFTA I I
SCALE: NONE
//I2"x2" WOOD STAKE WITH
-- 4"x4% 1/4" STEEL CAP
1 A
I It
LAW N / STREETS /
CROSS-COUNTRY PAVED AREAS
TOPSOIL & SOD OR SEED-7
1, _01 6-4 4 4
__T 11 1 < 4
xi'
44
C-4 4
0
C14
uj
0. D. P I P E 11
0
c*14 to
SECTION
APPROVED GRANULAR NON -
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
ONE FOOT (1') (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
12" (MIN.) TO 24- (MAX.) ABOVE
TOP OF PIPE.
SAND BLANKET
PIPE, AS SPECIFIED
_,_--3/4" BROKEN TRAPROCK
FILTER FABRIC
(SEE NOTE)
J
12" SAND MIN.-z
STONE
NOTES
1. SEE STANDARD DETAIL FOR CLAY TOPS WHERE NECESSARY
PG. VI-46
2. FILTER FABRIC SHALL BE NONWOLVEN CLASS 2, WITH
PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND ADS OF 0.43mm
TO .22mm AND SHALL MEET AASHTO M288-96
4
�1 '-0" 2'- 6 1 1-0"
PIPE - IN GROUND WATER
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NONE
8- 1 1/2' DIA.
onkinmit, unt uc
B Allb.
1�_�
R-A
2'-0 1/2" 3/4"
2- 1 112" DIA. 00 co 2C-4
HANDLING HOLES
cc T
L 1, - 9 3/4 DILI
014
3' D !A.
4' D IA.
SECTION B-B
CAST IRON FRAME
NOTES:
1. THE LOWER SURFACE OF THE COVER
AND THE CORRESPONDING UPPER SURFACE
OF THE FRAME SHALL BE MACHINE
FINISHED TO PROVIDE A SMOOTH FLAT
CONTACT OR FIT, WITHOUT ANY TENDENCY
FOR THE COVER TO ROCK OR RATTLE.
2. SANITARY SEWER MANHOLES SHALL BE
EQUIPPED WITH VENT HOLE IN CENTER.
0 E I C3 STORM MANHOLE
ii,0000roo 0 ALTERNATE
o/
000
C3 C/)
El o 0 E] 0 1: 1 o ERI
E]
0
///�tNlo ":�_ �,"\
0 N4 N __j
o 0 o
A 0 0,0000 0
_�U 0 0
0 El @
00 0
0 0 0
0
0
23 7/8"
1 1/4' 00
1 1/4-
"t 00 V,
co
cn 1 1/4"
1 15/16- 1 1 -5"
SECTION A -A
CAST IRON COVER
CAST IRON FRAME & COVER
SCALE: NONE
6" TO 12"
BELOW GRADE
STEEL BAR
FINISHED GRADE
45 DEGREE BEND
6" MIN, 'T-WYE' _--�3/4" BROKEN TRAPROCK
UNDER BEND
TYPICAL CLEANOUT DETAIL
SCALE: NONE
THIS DRAWING IS THE PRO-
PERTY OF THE BRIDGESTONE/
R E V I S 1 0 N S
R EV. BY DATE
STORE NO.
PROPERTY NO.
REV.
BY
DATE
REV.
BY
DATE
REV.
BY
DATE
FIRESTONE, INC. REAL ES-
TATE DEPARTMENT. THIS
DRAWING IS LOANED ON THE
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY
WAY DELETERIOUS TO THE
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP-
TANCE OF THIS DRAWING
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE
OWNERSHIP IN AND TO THE
DRAWING BY THE BRIDGE-
STONE/F1 RESTON E,INC. REAL
ESTATE DEPARTMENT.
1
3
5
7
a
162310
2
4
6
SEAL
LEGEND
REAL ESTATE DEPT.
7 0 �> (s� g� � @ m (s�
:
A.
cr
21fi.. *,e4
......
N
L
Jilin
SYMBOL
DESCRIPTION
SECTION A -A
SHEET NO. A-8
D ETAI L N 0. 1
SHEET NO. A-7
REVISION DESIGNATION
CCR TRUCK TIRE CENTER
260 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT
DRAWN BY: MWD DATE: 9/28/98
CHECKED BY: ASL DATE:
APPROVED BY: DATE:
JOB NO.
ATTACHED X-REF'S
8332
ISSUED FOR BIDS LOUIS PERRY & ASSOC. SAVE
WADSWORTH, OH. 44281 NAME
-1585 i 102-2130:0:1:]1213002051 TOWN OF SOUTH WINDSOR DETAILS SHEET A - 6
16 A 11/24/98 ff�m m
(330) 334 21JO0205
DWG. REV.:
ISSUED FOR CONSTRUCTION
BULLETIN #1
1 1 3/3/99
MIT /11 IMM
1/-T I\r%uluj 1\.,VL- RIGHT OF WAY-/ E`XPANSION JOINT MTL
STREET LINE R.O.W.
VARIES 4
MEET TOP OF CURB, OR EDGE OF 6" 6
PAVEMENT IF NO CURB EXISTS S
1/4". 1'
1/2" 1' 3:1 MAX.
BIT. CURB RESIDENTIAL
MATCH EXSISTING
4" TOPSOIL & SEED GROUND
4" TOPSOIL & SEED
8" PROCESSED OR BANK RUN GRAVEL
MEET GRADATION OF M2.06 GRADING B
OR M5.01.1.
5" CONC. SIDEWALK
(8" CONC. AT DRIVES WITH 6"X6"XlO/10 WIREMESH)
TYPICAL SIDEWALK DETAIL
SCALE: NONE
EXCAVATED
TRENCH WIDTH
NATURAL CLAY
.4 1.
4" BROKEN TRAPROCK (TYP.)
PIPE
4
4
-4 4
4'-0" (MAX.) (TO
-OUTER MANHOLE WALL) V-15" _2' YIN.
FULL TRENCH WIDTH Z(FROM PIPE JOINT)
PLAN VIEW
SEE NOTE #3
SAND BLANKET (TYP.) FABRIC (SEE NOTE #4) PIPE
t4
A A Al
OF EXCAVATED TRENCH
\- NATURAL CLAY
\\-3/4" BROKEN TRAPROCK (TYP.)
TO TOP OF PIPE.
oDnc,ll c- k/Ic'xA/
r_l\�./[ IL-L- v I L_ TV
NOTES
1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MANHOLES, AND
SPACED A MAXIMUM OF 100' +/- APART, OR AS DIRECTED BY THE TOWN
ENGINEER.
2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF
TRENCH.
3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP
OF ROCK.
4. FILTER FABRIC SHALL BE NONWOLVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO
0.1 SEC-1 AND ADS OF 0.43mm TO .22mm AND SHALL MEET AASHTO M288-96
NATURAL CLAY DRAINAGE STOPS
SCALE: NONE
.SECTION 02221 - TRENCHING
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. EXCAVATE TRENCHES FOR UTILITIES.
B. COMPACTED BED AND COMPACTED FILL OVER UTILITIES.
C. COMPACTION REQUIREMENTS.
1.02 RELATED SECTIONS:
A. SECTION 02300 - EARTHWORK: SATISFACTORY SOIL MATERIALS.
B. SECTION 02630 - SEWERAGE AND DRAINAGE: STORM SEWERS AND
RELATED UTILITIES.
1.03 REFERENCES:
A. ASTM C 136 - SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES.
B. ASTM D 698 - TEST METHOD FOR LABORATORY COMPACTION
CHARACTERISTICS OF SOIL USING STANDARD EFFORT.
C. ASTM D 1556 - STANDARD TEST METHOD FOR DENSITY AND UNIT
WEIGHT OF SOIL IN PLACE BY SAND -CONE METHOD.
D. ASTM D4254 - STANDARD TEST METHOD FOR MINIMUM INDEX
DENSITY AND UNIT WEIGHT OF SOILS AND CALCULATION OF
RELATIVE DENSITY.
1.04 PROTECTION:
A. UNDERPIN ADJACENT STRUCTURES WHICH MAY BE DAMAGED BY
EXCAVATION WORK, INCLUDING SERVICE UTILITIES AND PIPE
CHASES.
B. NOTIFY ARCH ITECT/ENGI NEER OF UNEXPECTED SUBSURFACE
CONDITIONS AND DISCONTINUE WORK IN AFFECTED AREA UNTIL
NOTIFICATION TO RESUME WORK.
C. PROTECT BOTTOM OF EXCAVATIONS AND SOIL ADJACENT TO AND
BENEATH FOUNDATIONS FROM FROST.
D. GRADE EXCAVATION TOP PERIMETER TO PREVENT SURFACE WATER
RUNOFF INTO EXCAVATION.
PART 2 - PRODUCTS
2.01 COMMON FILL MATERIALS:
A. SUBSOIL: EXCAVATED MATERIAL, GRADED FREE OF LUMPS
LARGER THAN SIX INCHES, ROCKS LARGER THAN THREE INCHES.
2.02 SELECT BED AND FILL MATERIALS:
A. BEDDING: AASHTO M43 No. 57 CRUSHED LIMESTONE PER
TYPICAL TRENCH DETAIL
B. BACKFILL:
1 . UNDER PAVEMENT AND STRUCTURES: DOT M.02 GRADING
'B' PER TYPICAL TRENCH DETAIL
2. UNDER GRASSED AREAS: SELECT ONSITE MATERIAL PER
SECTION 02300.
PART 3 - EXECUTION
3.01 INSPECTION:
Il MLuz)t_L) 1-1) /Arr_mvvr_L).
A. VERIFY THAT STOCKPILED FILL -10 -0 1 1111 IS A 11111 Ir-1
B. VERIFY AREAS TO BE BACKFILLED ARE FREE OF DEBRIS, SNOW, ICE,
OR WATER, AND SURFACES ARE NOT FROZEN.
3.02 PREPARATION:
A. IDENTIFY REQUIRED LINES, LEVELS, CONTOURS, AND DATUM.
3. WHEN NECESSAR�, CO�APACT SUBGRADE SURFACES TO DENSITY
REQUIREMENTS FOR BACKFII-. MATEPIAL.
3.03 EXCAVATION:
A. EXCAVATE SUBSOIL REQUIRED FOR STORM SEINER, SAN T ARY
SEWER, WATER ETC. TO -71E IN POINTS AS REQUIRED.
B. CUT TRENCHES SUFF�' ' -IENTLY WIDE TO ENABLE INSTALLATION OF
UTIL!TIES AND ALLOW INSPECT I ON.
C. HAND TRIM EXCAVATION AND LEAVE FREE OF _OOSE MATTER.
HAND TRIM FOR BELL AND SPIGOT P!PE JOINTS.
D. REMOVE LUMPED SUBSOIL, BOULDERS, AND ROCK.
E. EXCAVATION SHALL NOT UNDERMINE ANY EXISTING F01,2%0ATIONS.
F. CORRECT UNAUTHORIZED EXCAVATION AT NO COST To OWNER
G. FILL OVER -EXCAVATED AREAS UNDER PIPE BEARING SURFACES IN
ACCORDANCE WITH DIRECTION BY ARCHITECT/F,4GiNEER.
H. STOCKPILE EXCAVATED MATERIAL iN AREA DESIGNATED ON SITE BY
ARCH ITECT/ENG IN EER AND PEMOVE EXCESS SUBSOIL NOT BEING
REUSED, FROM SITE.
3.04 BACKIFILLING:
A. SUPPORT PIPE DURING PLACEMENT AND COMPACTION OF BEDDING
FILL.
B. BACKFILL AND COMPACT TRENCHES TO CONTOURS AND ELEVATIONS
�� lkll-r IA ""ILL OUVER
IN ACCORDANCE WITH TRENCH DU E -1 A 111L. DO Nul BACKF v F- r1l
POROUS, WET, OR SPONGY SUBGRADE SURFACES.
C. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS
TO ATTAIN REQUIRED COMPACTION DENSITY.
D. REMOVE SURPLUS BACKFILL MATERIALS FROM SITE OR AS DIRECTED
BY OWNER'S REPRESENTATIVE.
E. LEAVE STOCKPILE AREAS COMPLETELY FREE OF EXCESS FILL
MATERIALS.
ISSUED FOR CONSTRUCTION
BULLETIN #1
i I TT 1 3/3/99
ISSUED FOR BIDS
3.05 TOLERANCES:
A. TOP SURFACE OF BACKFILLING: PLUS OR MINUS ONE INCH.
3.06 COMPACTION TESTING:
A. COMPACTION TESTING SHALL BE PERFORMED BY THE OWNER'S
SELECTED SOILS ENGINEER.
B. IF TESTS INDICATE WORK DOES NOT MEET SPECIFIED
REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST
AT NO COST TO OWNER.
SECTION 02230 - SITE CLEARING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. PROTECT REMAINING SITE IMPROVEMENTS FROM DAMAGE.
RESTORE DAMAGED WORK TO CONDITION EXISTING BEFORE START
OF SITE CLEARING.
B. PROTECT REMAINING TREES AND SHRUBS FROM DAMAGE AND
MAINTAIN VEGETATION.
C. DO NOT STORE MATERIALS OR EQUIPMENT OR PERMIT EXCAVATION
WITHIN DRIP LINE OF REMAINING TREES.
D. DETERMINE LOCATION OF EXISTING UTILITY SERVICES BEFORE SITE
CLEARING. COMPLY WITH LOCAL UTILITY SERVICE REQUIREMENTS.
PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION
3.1 SITE CLEARING
A. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES
BEFORE SITE CLEARING.
B. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, SITE
IMPROVEMENTS, OR OBSTRUCTIONS TO PERMIT INSTALLATION OF
NEW CONSTRUCTION. REMOVAL INCLUDES DIGGING OUT AND OFF -
SITE DISPOSAL OF STUMPS AND ROOTS.
C. STRIP TOPSOIL. STOCKPILE TOPSOIL THAT WILL BE REUSED IN THE
WORK.
D. IN AREAS NOT TO BE FURTHER EXCAVATED, FILL DEPRESSIONS
RESULTING FROM SITE CLEARING. PLACE AND COMPACT
SATISFACTORY SOIL MATERIALS IN 6-INCH THICK LAYERS
TO DENSITY OF SURROUNDING ORIGINAL GROUND.
E. DISPOSE OF WASTE MATERIALS, INCLUDING TRASH, DEBRIS, AND
EXCESS TOPSOIL, OF 7 F OWNER'S PROPERTY. BURNING WASTE
MATERIALS ON -SITE IS NOT PERMITTED.
r
SECTION 022500 EARTHWORK
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING MATERIALS
BEYOND INDICATED SUBGRADE ELEVATIONS OR IM N
WITHOUT DIRECTION BY ENGINEER. UNAUTHORIZED EXCAVATION
AK]r) DCKA�:,nlAl XA/r)PLI, (-,�4AI I PF AT r'Ot\ITPArTnp'q FYPFMqF
B. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES
OCCUPIED BY OWNER. PROVIDE TEMPORARY UTILITY SERVICES.
PART 2 - PRODUCTS
2.1 MATERIALS
A. SATISFACTORY SOIL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW,
GP, SIN, SP, AND SK FREE OF ROCK OR GRAVEL LARGER THAN 2
!NCHES IN ANY DIMENSION, DEBR;S, WASTE, FROZEN
MATERIAL-S, VEGETATION, OR OTHER DELETERIOUS MATTER
B. UNSATISFAC7OR� SOIL. ASTM D 2487 SOIL CLASSIF�-_ATION GROUPS
GC, SC, ML, M�-, CL, CH, OL. 01�-, AND PT.
C. BACKFILL AND FILL SATISFACTOPi SOIL MATERIALS.
D. SUBBASE: NATURAL-LY OR ARTIFICIALL.1' GRADED MIXTURE OF
NATURAL OR CR�' SHIED GRAVEL, '-RUSHED STONE, AND NATURAL OR
CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95 PERCENT PASSING A
1-1/2-iNC-i SIEVE AND NOT MORE THAN 8 PERCENT PASSING A
NO 200 SIE�E.
F BEDDING- SUBBASE MATER!"kLS WITH 100 PERCENT PASSING A 1-INCH
SIE,.'E AND NOT MOIRE THAN 8 PERCENT PASSING A NO. 200
S I E
F. DRAINAGE FILL: WASHED, EVENLY GRADED MIXTURE OF CRUSHED
STONE. OR CRLSHED OR UNCRUSHED GRAVEL, ASTV D 448, SIZE 57,
WITH 100 PERCENT ASSING A 1 - 1 /2-INC- SIEVE �,ND NOT
MORE THAN 5 PERCENT PASSING A NO. 8 Z_�iEVE.
PART 3 - EXECUTION
3.1 EARTHWORK
A. PROTECT SUBGRADES AND FOUNDATION SOILS FROM SOFTENING
AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST.
B. EXPLOSIVES: DO NOT USE EXPLOSIVES.
C. EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF CHARACTER
OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED.
D. EXCAVATE TO STRUCTURES, BUILDING SLABS, PAVEMENTS, AND
WALKWAYS. TRIM SUBGRADES TO REQUIRED LINES AND GRADES.
E. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1
VERTICAL TO 4 HORIZONTAL TO RECEIVE FILL.
I ATTACHED X-REF'S I
LOUIS PERRY & ASSOC ' L7 F-K-S- 7P
WADSWORTH, OH. 44281
1 (330) 334-1585 JE
11/24/98 :1 F0_6�102-21300 12130020:6]
F. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL
HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP
GROUND SURFACE, PULVERIZE, MOISTURE -CONDITION OR AERATE
SOIL, AND RECOMPACT.
G. PLACE BACKFILL AND FILL IN LAYERS NOT MORE THAN 8 INCHES
IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT.
COMPACT EACH LAYER UNDER STRUCTURES, BUILDING SLABS,
PAVEMENTS, AND WALKWAYS TO 95 PERCENT OF MAXIMUM DRY
DENSITY ACCORDING TO ASTM D 1557; ELSEWHERE TO 90 PERCENT.
H. GRADE AREAS TO A SMOOTH SURFACE TO CROSS -SECTIONS, LINES,
AND ELEVATIONS INDICATED. GRADE LAWNS, WALKWAYS, AND
UNPAVED SUBGRADES TO TOLERANCES OF PLUS OR MINUS
1-1/4 INCH AND PAVEMENTS AND AREAS WITHIN BUILDING LINES TO
PLUS OR MINUS 1/2 INCH.
1. UNDER PAVEMENTS AND WALKWAYS, PLACE SUBBASE COURSE
MATERIAL ON PREPARED SUBGRADES AND COMPACT AT OPTIMUM
MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS -SECTIONS,
AND THICKNESSES.
J. UNDER STABS -ON -GRADE, PLACE DRAINAGE FILL ON PREPARED
SUBGRADE AND COMPACT TO REQUIRED CROSS-SECTION AND
THICKNESS.
K. ALLOW OWNER'S SELECTED SOILS ENGINEER TO INSPECT AND TEST
EACH SUBGRADE AND EACH FILL OR BACKFILL LAYER AND VERIFY
COMPLIANCE WITH REQUIREMENTS.
L. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL,
INCLUDING UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND
LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY.
SECTION 02515
PORTLAND CEMENT CONCRETE PAVING
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. PREPARE SUB -GRADE TO RECEIVE BASE COURSE MATERIALS FOR
CONCRETE PAVEMENT.
B. PLACE AND COMPACT BASE COURSE MATERIALS.
C, CONCRETE PAVEMENT COMPLETE WITH REINFORCEMENT.
D. CONCRETE SIDEWALKS COMPLETE WITH REINFORCEMENT.
1.02 RELATED SECTIONS:
A. SECTION 02221 - TRENCHING
B. SECTION 02300 - EARTHWORK
1.03 REFERENCES:
A. ASTM C 150 PORTLAND CEMENT.
B. ASTM C 94 READY -MIXED CEMENT.
C'
�1. ASTM C 260 AIR -ENTRAINING ADMIXTURES FOR CONCRETE.
D. ASTM A 185 WELDED STEEL WIRE FABRIC FOR CONCRETE
REINFORCEMENT.
E. ASTM A 615 - DEFORMED AND PLAIN BILLET -STEEL BARS FOR
CONCRETE REINFORCEMENT.
F. ASTM C 313) - COINICRETIE AGGREGATES.
G. ASTM D 1751 - PREFORMED EXPANSION jOINT FILLERS FOR
CONCRETE PAVING AND STRUCTURAL CONSTRUCTION.
H. ASTM C 309 - LIQUID MEMBRANE - FORMING COMPOUNDS FOR
CURING CONCRETE.
1.04 INSPECTION AND TESTING:
A. INSPECTION AND TESTING OF CONCRETE SHALL BE AS SPECIFIED IN
SECTION 03300 CAST -IN -PLACE CONCRETE.
PART 2 - PRODUCTS
2.01 FILL MATERIALS:
A. STONE BASE: CLASS A COARSE AGGREGATE NO. 53
2.02 CONCRETE MATERIALS:
A. 4" THICK FINE AND COARSE AGGREGATES OR 2" SAND: ASTM C33
B. AIR ENTRAINMENT: ASTM C 260.
r, A" TWiry Pp-it\iFr)prp-n rnNirPFTF qinFwAi v
1 IIIIN
D. ALL CONCRETE CURBS TO BE IN CONFORMANCE WITH DETAILS.
(CONTINUED ON DWG. A-8)
THIS DRAWING IS THE PRO- R E V I S 1 0 N S STORE NO. PROPERTY NO.
PERTY OF THE BRIDGESTONE/ R EV. BY DATE REV. BY DATE REV. BY DATE REV. BY DATE
FIRESTONE, INC. REAL ES- 7
TATE DEPARTMENT. THIS- I bz-51 U
DRAWING IS LOANED ON THE 2 4 6 8
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY SEAL LEGEND
WAY DELETERIOUS TO THE SYMBOL DESCRIPTION REAL ESTATE DEPT.
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP- SECTION A -A
TANCE OF THIS DRAWING 6�)
SHEET NO. A-8 GCR TRUCK TIRE CENTER
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO -
DETAIL NO. 1 260 CHAPEL ROAD
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE -7 SOUTH WINDSOR ONNECTICUT
��7 SHEET NO. A C
OWNERSHIP IN AND TO THE
DRAWING BY THE BRIDGE- DRAWN BY: MWD DATE: 9/28/98
STONE/Fl RESTON E, INC. REAL REVISION DESIGNATION JOB No.
ESTATE DEPARTMENT. CHECKED BY: ASL DATE:
APPROVED BY DATE:,
83,32
SAVE
NAME
21JO0206 TOWN OF SOUTH WINDSOR DETAILS & SITE SPECIFICATIONS SHEET A-7
DWG. REV. : 1
2.03 REINFORCEMENT: (CONTINUED FROM DWG. A-7)
A. REINFORCING STEEL: 60 KSI YIELD STRENGTH; PLAIN BILLET STEEL
BARS; ASTM A 615; PLAIN FINISH.
B. HEAVY HIGHWAY WELDED STEEL WIRE FABRIC. FABRIC TO BE IN
SHEETS AND NOT IN ROLLS.
C. TIE WIRE: MINIMUM 16 GAUGE ANNEALED TYPE.
0.nA C*nDlJlAln0t/ Aklr% A((�UCCnDIC&
z_ ult Fur%pAvyvv%r\ MINU rl%�_,%�L.00%JIMLw)
A. FORMWORK: MATCHED, TIGHT FITTING AND ADEQUATELY
STIFFENED TO SUPPORT WEIGHT OF CONCRETE WITHOUT
DEFLECTION DETRIMENTAL TO TOLERANCES AND APPEARANCE OF
(,nNC\RFTF-
B. JOINT FILLER: MINIMUM 1/2 INCH THICK ASPHALTIC IMPREGNATED
FIBERBOARD OR VEGETABLE FIBER AND FINELY DIVIDED MINERAL
FIBER; ASTM D 1751, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
C. CONCRETE CURING COMPOUND: CLEAR OR WHITE PIGMENTED
MEMBRANE CURING COMPOUND; ASTM C 309, TYPE 1 OR TYPE 2.
2.05 CONCRETE MIX:
A. MIX AND PROPORTION TO PRODUCE 4,000 PSI CONCRETE AT 28
DAYS WITH MAXIMUM SLUMP OF THREE INCHES AND SIX PERCENT AIR
ENTRAINMENT.
B. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WITH
APPROVAL. USE OF ADMIXTURES SHALL NOT RELAX COLD WEATHER
PLACEMENT REQUIREMENTS. DO NOT USE CALCIUM CHLORIDE.
C. USE SET —RETARDING ADMIXTURES DURING HOT WEATHER ONLY
WITH APPROVAL.
PART 3 — EXECUTION
3.01 PLACEMENT OF GRAVEL FILL AND SAND CUSHION:
A. PLACE AND LEVEL GRAVEL FILL OVER PREPARED SUB -GRADE TO THE
SPECIFIED COMPACTED DEPTH, TRUE TO LINES AND LEVEL.
B. DURING CONCRETE PLACEMENT, KEEP CUSHION SUFFICIENTLY
MOIST TO PREVENT EXCESSIVE ABSORPTION OF WATER FROM
FRESHLY PLACED CONCRETE.
3.02 FORMING:
A. FORM VERTICAL SURFACES TO FULL DEPTH AND SECURELY POSITION
TO REQUIRED LINES AND LEVELS. ENSURE FORM TIES ARE NOT
PLACED SO AS TO PASS THROUGH CONCRETE.
B. ARRANGE AND ASSEMBLE FORMWORK TO PERMIT EASY
DISMANTLING AND STRIPPING, AND TO PREVENT DAMAGE TO
CONCRETE DURING FORMWORK REMOVAL.
3.03 FORMING EXPANSION AND CONTRACTION JOINTS:
A. PLACE EXPANSION AND CONTRACTION JOINTS AT TWENTY FOOT
INTERVALS; WHERE WALK ABUTTS ANOTHER WALK; CHANGES
DIRECTION; OR WHERE CONCRETE ABUTTS BUILDING STRUCTURE OR
CURB.
B. FIT JOINTS WITH FILLER OF REQUIRED PROFILES, SET
PERPENDICULAR TO LONGITUDINAL AXIS OF WALKS. RECESS 1/4
INCH BELOW FINISHED CONCRETE SURFACE.
3.04 PLACING REINFORCING:
A. REINFORCE CONCRETE SLABS, WALKS, CURBS AND GUTTERS AS
INDICATED ON THE DRAWINGS. ALLOW FOR MINIMUM 1-1/2 INCH
CONCRETE COVER.
B. DO NOT EXTEND REINFORCING THROUGH EXPANSION AND
CONTRACTION JOINTS. PROVIDE DOWELED JOINTS THROUGH
EXPANSION JOINTS, WITH ONE END OF DOWELS
FITTED WITH CAPPING SLEEVE TO ALLOW FREE MOVEMENT.
3.05 PLACING CONCRETE:
A. PLACE CONCRETE, SCREED AND WOOD FLOAT SURFACES TO A
SMOOTH AND UNIFORM FINISH, FREE OF OPEN TEXTURING AND
EXPOSED AGGREGATE.
B. AVOID WORKING MORTAR TO SURFACE.
C. MAKE 1/4 INCH WIDE DUMMY JOINTS AT FIVE FOOT INTERVALS IN
WALKS.
D. ROUND ALL EDGES, INCLUDING EDGES OF CONTRACTION JOINTS,
WITH 1/2 INCH RADIUS EDGING TOOL.
E. WHERE PAVED SURFACES ARE ADJACENT TO WALKS, MAKE
CONCRETE CURBS AND GUTTERS INTEGRAL WITH WALKS. MAKE
EXPANSION AND CONTRACTION JOINTS OF CURBS COINCIDE WITH
WALK JOINTS. PROVIDE DUMMY JOINT AT LINE BETWEEN WALKS
AND CURBS.
F. PROVIDE EXPOSED' SURFACES OF WALKS AND CONCRETE APRON WITH LIGHT
BROOM FINISH. PROVIDE HEAVY BROOM FINISH ON CONCRETE RAMPS.
G. ENSURE FINISHED SURFACES DO NOT VARY FROM TRUE LINES,
LEVELS OR GRADE BY MORE THAN 1/8 INCH IN TEN FEET WHEN
MEASURED WITH STRAIGHT EDGE.
H. APPLY CURING COMPOUND ON FINISHED SURFACES IMMEDIATELY
AFTER PLACEMENT. APPLY IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
SECTION 02630 SEWERAGE AND DRAINAGE
PART 1 — GENERAL
1.1 SECTION REQUIREMENTS
A. COMPLY WITH EPA AND UTILITY REGULATIONS.
B. COMPLY WITH THE CITY REGULATIONS AND STANDARDS PERTAINING
TO STORM SEWERAGE.
PART 2 — PRODUCTS
2.1 PIPE AND FITTINGS
A. PVC SEWER PIPE AND FITTINGS: ASTM D 3034, SDR 35, FOR GASKETED
JOINTS. INCLUDE ASTIVI F 477 ELASTOMERIC-SEAL GASKETS.
2.2 UTILITY STRUCTURES
A. PRECAST CONCRETE CATCH BASINS: ASTM C 858 PRECAST,
REINFORCED CONCRETE, DESIGNED ACCORDING TO ASTM C 857 FOR
STRUCTURAL LOADING.
1. FRAMES AND GRATES PER DETAILS.
PART 3 — EXECUTION
3.1 INSTALLATION
A. INSTALL PIPING BEGINNING AT LOW POINT OF SYSTEMS, TRUE TO
GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY
OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM.
B. INSTALL DRAINAGE PIPING PITCHED DOWN IN DIRECTION OF FLOW,
AT MINIMUM SLOPE OF 1 PERCLNI �I:IUU) ANU )U-INUH
MINIMUM COVER, UNLESS OTHERWISE INDICATED.
C. USE CATCH BASINS FOR CHANGES IN DIRECTION, UNLESS FITTINGS
ARE INDICATED. USE FITTINGS FbR BRANCH CONNECTIONS.
D. INSTALL PIPING AT CONSTANT SLOPE BETWEEN POINTS AND
ELEVATIONS INDICATED. INSTALL STRAIGHT PIPING RUNS AT
CONSTANT SLOPE, NOT LESS THAN THAT SPECIFIED, WHERE
SLOPE IS NOT INDICATED.
E. INSTALL PVC PIPE AND FITTINGS ACCORDING TO ASTM D 2321.
SECTION 02512 WATER SERVICE
PART 1 — GENERAL
1.01 SECTION REQUIREMENTS
A. SUMMARY: THIS SECTION INCLUDES WATER SYSTEM PIPING FOR POTABLE —WATER
SERVICE AND FIRE —PROTECTION SERVICE, OUTSIDE THE BUILDING.
B. UNLESS OTHERWISE INDICATED, THE MINIMUM PRESSURE REQUIREMENTS FOR WATER
SYSTEM PIPING IS 150 PSIG FOR ALL UNDERGROUND PIPING, EXCEPT 200 PSIG
FOR PIPING DOWNSTREAM FROM FIRE DEPARTMENT CONNECTIONS FIRE SERVICE
MAINS AND THEIR APPURTENANCES," FOR MATERIALS, INSTALLATIONS, TESTS, AND
FLUSHING.
C. COMPLY WITH NFPA 24, 'STANDARD FOR THE INSTALLATION OF PRIVATE FIRE
SERVICE MAINS AND THEIR APPURTENANCES,' FOR MATERIALS, INSTALLATIONS, TESTS,
AND FLUSHING.
D. COMPLY WITH NFPA 70.
E. PIPE MARKING: NSF 14, "NSF-PW".
F. COMPLY WITH "WATER SERVICE MANUAL", THE METROPOLITAN DISTRICT, 60 MURPHY
ROAD, HARTFORD, CT 06142-0800.
PART 2 — PRODUCTS
2.01 DUCTILE -IRON PIPE AND FITTINGS
A. DUCTILE -IRON PIPE: AWWA C151, THICKNESS, CLASS 54, WITH DOUBLE THICKNESS
AWWA C104 CEMENT -MORTAR, SEAL -COATED LINING; AWWA C111 GASKETS,
GLANDS, BOLTS AND NUTS, AND RUBBER GASKETS.
B. DUCTILE- AND CAST-IRON PIPE FITTINGS: AWWA C110 DUCTILE IRON OR CAST
IRON, 350 PSIG MINIMUM PRESSURE RATING, AND DOUBLE THICKNESS AWWA C104
CEMENT -MORTAR, SEAL -COATED LINING; AWWA C111 GASKETS, GLANDS, BOLTS,
NUTS & RUBBER GASKETS.
1. SLEEVES, CAPS & PLUGS DO NOT REQUIRE AWWA C104 LINING.
2.03 COPPER TUBING
A. ASTM B 88-76 STANDARD SPECIFICATIONS FOR SEAMLESS COPPER WATER TUBING;
1", 1-1/2" AND 2".
B. BRASS FITTINGS ASTM B62-74 AND AWWA C800-66.
2.03 VALVES
A. GATE VALUES: UL 262, FV APPROVED FOR FIRE- PRO TECTION SERVICE. AWWA C500,
NONRISING STEM, CAST-IRON DOUBLE DISC, BRONZE DISC AND OVERSIZE SEAT
RINGS, BRONZE STEM, CAST- OR DUCTILE -IRON BODY AND BONNET, STEM NUT,
200-PSIG (1380-kPa) WORKING PRESSURE, MECHANICAL -JOINT ENDS.
1. VALVES SHALL BE COVPATIBLE WITH A MUELLER MODEL C-1 MACHINE.
2. BOLTS & NUTS FOR CONNECTING O-RING SEALS & BONNET TO BODY SHALL
EITHER BE COPPER -SILICON OR STAINLESS STEEL.
3. OBTAIN DIRECTION TO OPEN FROM THE METROPOLITAN DISTRICT.
4, OPERATING NUT SHALL BE 2" SQUARE.
B. VALVE BOXES: ASTIVI A 126, CAST-IRON BOX WITH TOP SECTION AND COVER WITH
RAISED LETTERING 'WATER", AND ADJUSTABLE CAST-IRON EXTENSION OF LENGTH
REQUIRED FOR DEPTH OF BURY OF VALVE.
1. TOP SECTION SHALL BE OF THE TOP FLANGE DESIGN & SHALL HAVE NO BEAD
ON THE BOTTOM.
2. BASE SECTION SHALL BE OF THE DWYER DESIGN WHICH CENTERS THE OPERATING
NUT FOR POSITIVE ACCESS TO THE VALVE.
C. INDICATOR POSTS: UL 789, FM -APPROVED, VERTICAL -TYPE, CAST-IRON BODY WITH
OPERATING WRENCH, EXTENSION ROD, AND ADJUSTABLE CAST-IRON BARREL OF
LENGTH REQUIRED FOR DEPTH OF BURY OF VALVE.
D. SERVICE CURB BOX: EXTENSION -TYPE SERVICE BOX (5-FEET, 17"ULLY EXTENDED)
WITH 5/8" INSIDE STOP ROD, 33-INCHES LONG, WITH COVERS MARKED "WATER"
1. UPPER SECTION OF BOX TO BE 1 " STEEL PIPE
2. BASE & COVERS OF ASTM A126 GRAY CAST IRON
3. ROD OF STEEL WITH DUCTILE IRON YOKE.
2.04 SPECIALTIES
A. FIRE HYDRANTS: AWWA C502, AWWA C550, CAST-IRON BODY, COMPRESSION -TYPE
VALVE, OPENING AGAINST PRESSURE AND CLOSING WITH PRESSURE, 6-INCH NPS
(DN150) MECHANICAL -JOINT INLET, 150-PSIG (1035-kPa) WORKING PRESSURE.
NFPA 1963, WITH EXTERNAL HOSE THREAD USED BY LOCAL FIRE DEPARTMENT.
INCLUDE CAST-IRON CAPS WITH STEEL CHAINS.
B. RETAINER GLANDS SHALL MEET AWWA C110. SET SCREWS SHALL BE HEAT
TREATED STEEL.
ISSUED FOR CONSTRUCTION
BULLETIN #1
1 1 3/3/99
C. PLASTIC UNDERGROUND WARNING TAPES: POLYETHYLENE PLASTIC
TAPE, 6 INCHES (150 MM) WIDE BY 4 MILS (0.1 MM) THICK, SOLID
BLUE IN COLOR WITH CONTINUOUSLY PRINTED CAPTION IN BLACK
LETTERS "CAUTION -WATER LINE BURIED BELOW."
PART 3 — EXECUTION
3.0 INSTALLATION
A. CONNECT WATER SYSTEM PIPING AND WATER -SUPPLY SOURCE AND
BUILDING WATER- DISTRIBUTION AND FIRE -PROTECTION SYSTEMS AT THE
BUILDING WALL IN LOCATIONS AND PIPE SIZES INDICATED.
B. INSTALL RESTRAINED JOINTS FOR BURIED PIPING WITHIN 60 INCHES OF
BUILDING. USE RESTRAINED -JOINT PIPE AND FITTINGS, THRUST BLOCKS,
ANCHORS, TIE RODS AND CLAMPS, AND OTHER SUPPORTS AT VERTICAL
AND HORIZONTAL OFFSETS.
C. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH
CONNECTIONS.
D. INSTALL DUCTILE -IRON PIPE AND DUCTILE- AND CAST-iRON FITTINGS
ACCORDING TO AWWA C600.
E. BURY PIPING ATT MINIMUM DEPTH OF 54 INCHES BELOW FINISHED
GRADE.
F. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING ACCORDING TO
AUTHORITIES HAVING JURISDICTION.
SECTION 02741
HOT -MIX ASPHALT PAVING
PART 1 — GENERAL
1.1 SECTION REQUIREMENTS
A. SUBMIT PRODUCT DATA AND HOT —MIX ASPHALT DESIGN MIXES.
B. PROVIDE HOT —MIX ASPHALT PAVING ACCORDING TO STANDARD
ODOT SPECIFICATIONS.
PART 2 — PRODUCTS
2.1 MATERIALS
A. HOT —MIX ASPHALT: DENSE, HOT —LAID, HCT—MIX AGGREGATE —
ASPHALT PLANT MIXES PER DETAILS.
B. TACK COAT: ASTM D 977, EMULSIFIED ASPHALT OR ASTM D 2397,
CATIONIC— EMULSIFIED ASPHALT, SLOW SET-TING.
C. PAVEMENT —MARKING PAINT: FS TT—P-1952, LATEX, WATER —BASE
EMULSION.
PART 3 — EXECUTION
3.1 PAVING
A. PLACE HOT -MIX ASPHALT TO REQUIRED GRADE, CROSS-SECTION,
AND THICKNESS. PROMPTLY CORRECT SURFACE IRREGULARITIES IN
PAVING COURSE.
B. COMPACT EACH HOT -MIX ASPHALT COURSE TO AN AVERAGE
DENSITY OF 96 PERCENT OF REFERENCE LABORATORY DENSITY
ACCORDING TO ASTM D 1559, WITHIN THICKNESS AND SURFACE
TOLERANCES RECOMMENDED IN AI'S "THE ASPHALT HANDBOOK."
C. REMOVE AND RESTORE PAVED AREAS THAT ARE DEFECTIVE OR
CONTAMINATED.
D. APPLY PAVEMENT- MARKING PAIN7 WITH MECHANICAL I-QU,PMEN-
TO A MINIMUM WET FILM THICKNESS OF 15 MILS,
.SECTION 02920 LAWNS AND GRASSES
PART 1 — GENERAL
1.01 SECTION REQUIREMENTS
A. SUBMIT PRODUCT CERTIFICATES, GRASS 'SEED CERT'�7'ICATION, AND
PLANTING SCHEDULE.
B. MAINTENANCE: WATER, FERTILIZE, WEED, MOW, TRIM, AND ESTABLISH
LAWNS. REPLANT NONUNIFORM, BARE, (DR ERODED GRASSED ARFAS
AND REMULCH. MAINTAIN FOR NOT LESS THAN 30 DAYS.
PART 2 — PRODUCTS
2.01 GRASSES
A. GRASS SEED: FRESH, CLFAN, DRY, NEW --CROP SEED COMPLYING WITH
THE ASSOCIATION OF OFFICIAL SEED ANALYSTS RULES FOR TESTING
SEEDS" FOR PURITY AND' GERMINATION TOLERANCES
1. SEED MIXTURE: PER CONNECTICUT DEPARTMENT OF TRANSPORTATION
STANDARD FORM 814A, .ATEST EDITION, SECTION M.13.04.
2.02 SOILS AND AMENDMENTS
A. TOPSOIL� ASTIVI D 5268, FREE OF STONES 1 INCH (25 mm) OR
LARGER.
1.03 BACKFILL
E. BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4
PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID.
F. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE;
MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID.
G. COMMERCIAL FERTILIZER: COMM ERCIAL- GRADE COMPLETE FERTILIZER,
CONSISTING OF 1 LB/1000 SO.FT. OF ACTUAL NITROGEN, 4 PERCENT
PHOSPHOROUS, AND 2 PERCENT POTASSIUM, BY WEIGHT.
H. SLOW -RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF 50
PERCENT WATER -INSOLUBLE NITROGEN, PHOSPHORUS, AND POTASSIUM;
5 PERCENT NITROGEN; 10 PERCENT PHOSPHOROUS; AND 5 PERCENT
POTASSIUM, BY WEIGHT.
1. STRAW MULCH: CLEAN, MILDEW- AND SEED -FREE SALT HAY OR
THRESHED STRAW.
J- PEAT Mtll('H- PFAT MO';'� IN NAT11RAI_ '�HRFnf)FD_ oR C.RANIJI ATFE)
FORM, OF FINE TEXTURE, WITH A pH RANGE OF 4 TO 6.
PART 3 — EXECUTION
B. LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE.
C. PETE HUMUS: FINE'-Y DIVIDED OR GRANULAR TEXTURE, WITH A pH
RANGE OF 6 TO 7.5, CONSISTING OF PARTIALLY DECOMPOSED MOSS
PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED -SEDGE PEAT.
D. SAWDUST OR GROUND -BARK HUMUS: DECOMPOSED, NITROGEN
TREATED, OF UNIFORM TEXTURE, FREE OF FOREIGN OBJECTS AND
TOXIC MATERIALS.
3.01 PREPARATION
A. PLANTING SOIL: MIX SOIL AMENDMENTS AND FERTILIZERS WITH CLEAN
TOPSOIL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B. LOOSEN SUBGRADE, REMOVE STONES, STICKS, AND OTHER
EXTRANEOUS MATERIALS. SPREAD PLANTING SOIL MIXTURE IN 2
LAYERS TO THICKNESS, GRADES, AND ELEVATIONS SHOWN.
C. GRADE LAWN AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE,
UNIFORMLY FINE TEXTURE. REMOVE TRASH, DEBRIS, AND STONES.
MOISTEN BEFORE PLANTING.
01 P1 ANITINIr-
A. SEEDING LAWNS: EVENLY DISTRIBUTE SEED BY SOWING WITH A
SPREADER OR A SEEDING MACHINE. RAKE SEED LIGHTLY INTO TOP
1/8 INCH OF TOPSOIL, ROLL LIGHTLY, AND WATER WITH FINE SPRAY.
PROTECT SEEDED AREAS BY SPREADING STRAW MULCH AT RATE OF 2
TONS/ACRE AND ANCHOR BY CRIMPING INTO TOPSOIL.
1. SEEDING RATE: 3 TO 4 LB/1 000 SO. F-T.
B. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL,
INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS,
AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY.
YANKEE GAS CONSTRUCTION
SPECIFICATIONS
(ADAPTED FROM YANKEE GAS SERVICES COMPANY'S CONSTRUCTION
DESIGN & APPLICATION STANDARD)
PART 1 — MAINS & SERVICES
1.01 LOCATION & IDENTIFICATION
A. A MINIMUM VERTICAL CLEARANCE OF 1' SHALL BE MAINTAINED
BETWEEN THE GAS FACILITIES AND ANY OTHER UNDERGROUND FACILITY
B. A MINIMUM HORIZONTAL CLEARANCE OF 4' SHALL BE MAINTAINED
BETWEEN THE GAS FACILITIES AND ANY OTHER UNDERGROUND
FACILITIES AND/OR ABOVEGROUND FACILITIES.
C. WHERE PRACTICAL, SERVICES SHOULD RUN STRAIGHT FROM MAIN TO
METER LOCATION. DIAGONAL INSTALLATIONS WHICH "WANDER" SHOULD
BE AVOIDED. FACILITIES WILL BE INSTALLED IN STRAIGHT LINES WITH
RIGHT ANGLE CORNERS.
D. IF A SLEEVE IS TO BE INSTALLED, TRACING WIRE (PROVIDED BY
YANKEE GAS) SHALL BE INSTALLED ALONG THE OUTSIDE OF THE
SLEEVE.
E. AN IDENTIFICATION TAPE SHALL BE BURIED APPROXIMATELY 1' ABOVE
THE TOP OF ALL GAS MAINS, SERVICES AND SLEEVES.
1.02 TRENCHING (EXCAVATING)
A. ALL EXCAVA'-lON WORv 'WILL HE IN ACCORDANCE WITH THE DIRECTION
OF THE COMPANY AND IN COMPLIANCE AlITH THE REGULATIONS OF
THE AUTHORITIES HAVING JURISDICTION -',,'FP THE STREETS, ALLEYS,
�RIGHT-OF-WAYS, OR PROPERTIES YVHERE ---:- WORK IS TO BE
EXECUTED.
A. SAND PADDING ABOVE THE GAS PIPE SHALL BE A MINIMUM OF 6"
(MEASURED AFTER COMPACTION)
1. SAND SHALL CONSIST OF CLEAN, HARD, DURABLE, UNCOATED
PARTICLES OF QUARTZ OR OTHER ROCK. IT SHALL BE FREE OF
LUMPS OF CLAY, LOAM, SOFT OR FLAKY MATERIALS, VEGETABLE OF
OTHER DECAYING SUBSTANCES AND MEET THE GRADATION
REQUIREMENTS OF THE STATE OF CONNECTICUT DEPARTMENT OF
TRANSPORTATION, FORM 813, 1985, SECTION M.11.04-GRADING "A".
B. BACKFILL SHALL BE FREE OF LARGE STONES (6" DIAMETER) WITHIN 1'
OF THE PIPE. IF THE MATERIAL REMOVED FROM THE TRENCH IS NOT
SUITABLE FOR BACKFILLING, REPLACEMENT FILL SHALL BE USED.
1. REPLACEMENT FILL SHALL BE BANK -RUN GRAVEL CONSISTING OF
SOUND, TOUGH, DURABLE PARTICLES OF CRUSHED GRAVEL, FREE
FROM SOFT, THIN ELONGATED OR LAMINATED PIECES AND VEGETABLE
OR OTHER DECAYING SUBSTANCES. IT SHALL MEET ALL REQUIREMENTS
OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION,
FORM 813, 1985, SECTIONS M.02.02 AND M.02.06-GRADING "B".
C. IN ORDER TO REDUCE TRENCH SETTLEMENT, BACKFILL SHALL BE
UNIFORMLY COMPACTED BY USE OF COMPACTION EQUIPMENT IN LIFTS
NOT TO EXCEED 6" AFTER COMPACTION.
1.04 COVER
A. THERE SHALL BE A MINIMUM OF 36" COVER FROM THE TOP OF THE
GAS MAIN TO THE FINISHED GRADE.
B. THERE SHALL BE A MINIMUM OF 24" COVER FROM THE TOP OF THE
GAS SERVICE TO THE FINISHED GRADE.
1.05 EXCEPTIONS TO THE ABOVE
A. IF THE MAIN/SERVICE CANNOT BE INSTALLED WITH THE STATED
MINIMUM DEPTH/COVER DUE TO ROCK OR UNEXPECTED
UNDERGROUND FACILITIES ENCOUNTERED, THE MAIN/SERVICE MAY BE
INSTALLED WITH LESS COVER IF IT IS PROVIDED WITH EXTRA
PROTECTION, SUCH AS CASINGS, TO WITHSTAND ANTICIPATED EXTERNAL
LOADS.
B. EXCEPTIONS SHALL BE APPROVED BY YANKEE GAS OR ITS
REPRESENTATIVE.
PART 2 — METER SETS
B. THE GAS MAIN TRENCH SHALL BE A MINIMUM OF 18" WIDE. MINIMUM
DEPTHS ARE AS FOLLOWS: 42" FOR 2" PIPE, 44" FOR 4" PIPE, AND
46" FOR 6" PIPE.
C. THE GAS SERVICE TRENCH SHALL BE A MINIMUM OF 1' WIDE AND 30"
DEEP.
D. THE BOTTOM OF THE TRENCH SHALL BE FREE OF CLODS, ROCKS OR
OTHER SHARP OBJECTS.
1. PRIOR TO THE INSTALLATION OF THE PIPE, SAND PADDING SHALL BE
INSTALLED A MINIMUM OF 4" (MEASURED AFTER COMPACTION.)
I ATTACHED X-REF'S I
ISSUED FOR BIDS LOUIS PERRY & ASSOC.
WADSWORTH, OH. 44281
A 1 1 11/24/98 1 1 (330) 334-1585 191102 - 2130011121300207]
THIS DRAWING IS THE PRO-
PERTY OF THE BRIDGESTONE/
FIRESTONE, INC. REAL ES-
TATE DEPARTMENT. THIS
DRAWING IS LOANED ON THE
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY
WAY DELETERIOUS TO THE
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP-
TANCE OF THIS DRAWING
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE
OWNERSHIP IN AND TO THE
DRAWING BY THE BRIDGE-
STONE/FIRESTONE,INC. REAL
ESTATE DEPARTMENT.
SAVE
NAME
21JO0207
A. NO ELECTRICAL EQUIPMENT SHALL BE LOCATED WITHIN 3' OF THE
METERS, REGULATORS AND/OR REGULATOR VENT TERMINATIONS.
B. NO FORCED OR MECHANICALLY INDUCED DRAFT AIR INTAKE FOR
HEATING, COOLING OR VENTILATING SYSTEMS SHALL BE LOCATED
WITHIN 10' OF THE METERS, REGULATORS AND/OR REGULATOR VENT
TERMINATIONS.
C. VENTS SHALL NOT BE LOCATED WITHIN THE AREA 3' DIRECTLY BELOW
OF 1' TO THE SIDE OF AN OPENING IN THE WALL SUCH AS A
WINDOW THAT CAN BE OPENED, ATTIC VENT OR EXHAUST FAN.
R E V I S 1 0 N S
STORE NO.
PROPERTY NO.
REV.
BY
DATE
REV.
BY
DATE
REV.
BY
DATE
R EV.
BY
DATE
1
3
5
7
162310
2
4
6
8
SEAL
LEGEND
SYMBOL DESCRIPTION
REAL ESTATE DEPT.
SECTION A -A
\,.�a
SHEET NO. A-8
GCR TRUCK
TIRE CENTER
260 CHAPEL
ROAD
DETAIL NO. 1
SOUTH WINDSOR, CONNECTICUT
�7
SHEET NO. A-7
REVISION DESIGNATION
DRAWN BY: MWD
DATE: 9/28/98
JOB NO.
CHECKED BY :ASL
DATE:
APPROVED BY:
DATE:
8332
J7
SITE SPECIFICATIONS
SHEET A-8
DWG. REV. : 1
A
�� .1,
cc
=4U .3UL6;VAN Ayr-NJC6 :$GUrTH WIr4 DOOR 00W?'%L 06074
AACA 000C MIG44-26A
November 19, 1990
btfx. DAVid rC(.b&Ld
F,EWgdS=ee_L6j� StOW
2550 W"t 661t R*,Cfl
Rakli� N[ftkiopic, �L
ItEt bridgestme0rmtone
W (,.'hmM krmA
SOLITIMINDSOR, Cr
Dw Mr. R-01at
1991& gavo 0.ppW'f al f*r tho =0400a to dw TCAVE�s zcwarikso SYSIOM *f a cammamiaE bumns
at 260 chapa Rwd, �G jxm qw1leally Otown ori.,plais mitle.4 "Mcgoric Truck Tim C�I1*x -
Soulb Mita3m, Upw
. Adc4t - 24QChi4pa) Ptcel pmpmd by Louis Petry & AsBacLwba,
Wodswmb, OR 44U 1, Xob No, $13:2, 2wet A-2 dwtA Sepl. 2.8. 194.1k ReY. #1 daM SopticWtCr
2�. 1996 =A Rev. 1112 diamd Oat:29. 19M and tiu�*t to 1A foltwk3B -130111ditib=
1. Te J _uic4 appluval of the'Twu Fxi9iW=i19 Dcpwmcrit
2. Fw4* Audatil y q.povsl @Dd =qptaitco ottt��- 5miwy sewma4r, 0=0CdW Win bo
gi�en *no* thtsv*vr fina h&s bum j3jst&jW and knpacted by th*10%n 6VC, AW bawd
a�x_T- t he. wjiotm vetifitadw Df 1he 76WO SlHff rhW PaJd WjWY ww" I'mo wis 111111st'dkii
i1LWWtA0LU- the 4*p plaw provioosly P.Pproved by am Autbolftlo
and weetrig 21IL'rowti repbWIns Wid AppTOPTL-015 lot"ical St1fd4=50cs WIMID9 tu
6A.110itarY KWOr C,=WKiOD.
3. TIz TuwL� a Lui s.tc jj-zii1v3c xquiremmt Slidt 11C W1L
.4. AII.Slatt; mid Tcwa oil and gmaz xpetatoirxquilmrucats sha.0 bo M-CL
5- A L! �)cx&tj ion awer, a f S 1 2rO 0 0-00 dW L be paki u t Ite t] nru of r, waW ktp,
d. TH c a pp mv a I k-r eT m w b a ; up M mpc sod %rk ft I I n.2d ap M-A,-A' PI Wk?,
V.rxy tuly
Thcru a& �L"d a oil -, CMU-am
w:kw P4� i I u!� or, co to rA Ax hod ry
TH:rt
Mr. T= (koo'l:x c4l� Thx* Ive cacw
W 'Rub.-t-it 1. )d6A-.jkd, Uds Pcuy a AsNx1,oz& Tjtr-
Mwtkcw G21figan''rcvn 14imifiga
hfi,hul.1, Ctantltjf, Mectnr*f RAft Wcrh�
14"rWy lamuck Towil'Buzincer
Wwria.R�Divxector of"Plamft
Lkwl W. IJU% ch�j- DuAlug LV03or
CAPU�t
1!540 OULUYAN AVENV!�'- S,'-jUj"VMD80ft� WhI.L 4D&*7d
01 AFIiEA CODE I�W
WMMMber J% j4'D!D:S
C4�rtlrMd hWL
D"k:vd
EwidgeADriefftef0to1w, Inv.
0 W. 0off Rb ad
)L WOW
Dear
d. Souzh
Re; Ap AjditSm — 2-60 Chapel Roa
iing aic fniamd Wad=-ds AVnCT/CQ:nscrVafiun
At the NomTftber 4, 199& TWLILAr D=e r
COMMINiGa aPPWV4d tppl 998-64P, Imc, — ConsorraTim Plan
,q.,,�Imvaj for Thecrinuftuadm Ora iqot)o sq. 1�. building with aswciated lWaum-Lmnts
on appnximmtely 4.5 aactes locaftd- -on tho eagOTILY " Of -J&M Fitch BOUaeva�' WW'
roal'Iffierly of ChapiDl 3twd. I'zone (Aftefaar% IrLap #M, p&roal 11) a& Ghwn an pLonx
prepanid bv Louis PwTy & Assoc, WadMMr1±L, O�3, 4442$1, -job No, &%32 ajLd m;jaed
ernnox October 29, 19 9 -0 - Thj% approval a s subje t, t to the fO 3vVing OxLd E tw=;
Chw buleplirit copy of the eniirct sot or piatis &nd Ujjs tater rcpmdlxvd theropu,
r.,1_45t �._ subMittEd to ffiis 00Mrjji3$jIDn. This mx&%; be complated witfatn 55 dWs Of
ELPFWZd pr= t.0 &ny 0=4U=,,LjgnactjvitV on ti-je site. pk= oWxnjtWd to Pimining
. I dii4
rL"ng Comausawn gull bc g=:sjderiDd havltg nxt
L:�& Z3 k
The �LppHcatian Elhal 1nd=t1JY ildij hold ]hQrugeas the jrcwn of aoutb Windeor
.9 pina t any L I abfiilY, wfik� h :Wgh It t1w- V rO P ce gw' oPtr latlon 03- us 0'
1,11C p=n1it is veM for ilve years and !$iLaji expiTe on Nowxinber 4, 20W. his thr.
Wd0Wnr.r(zIjappjitAjU(*j rC5jx=jdWL[ty to vack cxpirAflM dates w%d notflY the
c*3=jj*j= of a renewal request at len"t 65 daye ptior to ex0ration.
A, I�U;appmvsis reqvk�d must bo ohblincd alid mbmitWd Pli" tO any at-tiVfty I:Krt d�Q
*Ltc-
-c;pbt&tt peram shall be idantifibid On ffiz PIN114,
11
6.. we recommend a bond in ft aM900t Of $2,000 be Vvi�r`o�tkd ta th#," Pkm'KL9
zmdng cowmimdon to envuvv- comphaftoe. witki tkie &Mdoa WA S6dj=rLb&t143:ft
ContrW ldcoemwi.
Ve 2'y uuly Y ma-tij,
V&WD W="D;R
0ON9F.RVATION COM WSSION
or ctiet StWA.Lng Official
=i�an Zouing C� owmis�
tjoac I -`�
LOUIS pMT,
& 1615 SMUkajj�e DrjVC., WAdawarffit OH 44 arI5 1
ATTACHED X-REF'S
LET1, LET2
LET3
ISSUED FOR CONSTRUCTION LOUIS PERRY & ASSOC. 1 7--7]
BULLETIN #1 WADSWORTH, OH. 44281 51
(330) 334-1585 02 -2
1 IMT1 3/3/99 T4&]
1640 SULLIVAN AVIRN US 11 1101WITH %%ftq380Rj CMN. 08074.
1W AL14LPA CCkUlt aft MA&MI
(MRrEEM XAM
Nbym3bw 1511 11510$
14r, D BY 1� RAkhtUd
=0 W, 091MUNW
Roq*)Aealmm' H_ �Col.g
lcl,, 190 to wpm*
'pi
ARA mifit';P40M rl= alovc zzf==U4 tW604fim fir a sitt Phn of!)MMIOPMAInt.
Thit vpecwd it. �bl t�L% Wail-'rwhbu oFt 10'tno q A- Atet'ayan pnpwty 10awkii al t6n 0LVel lkd]F 'I
acmuoit p1=pmpavd by Lcdb ?=ry It AM"dSi ;0 Kf). W2 Q%9 WIMp U 19A04 Tai$ *Pl"
04vw W OLU, buDwifig =dij3CAi=aj
Ilrbrio"Ir.)v aw-ffi=t olmv 2�11'6 wal; =02ft Town 5u*'
2. No b4d% p=.rALvJR b.� lmwd uid 11ir, &4 z�(Imm lzyt lIcm Mod in 66 Town Clxk's offim.
0==da1hr-' 1=1u4i.43 'a tano in �a* =10%at a =00.
4. A= U44ilt plqt is 2�cjujma piriw to jwumw od g Car�d.lkg* pa 9w6an 10 alhorlodq
5, rrootiug teqLim�, if 1h.thi11fikg Im i Ihmm.nt
6z. _L=ApcVt bcdE L the =Quat ofS �,00 io riqukea sod mug ba. xabuitedpAw ta� wips of mytm
All p1ws u4pd in 4U jj;jdlb�r fax 4a4kp==W1 �= 6aump W thalrov& of
A-walv= it gt� to eW'%- Uz -4-rcibeud 4-ica f=L� Cbqd U
Lw-n gb e. dM& C ammrjm ref I va(so . d: .8 &19*s t d I D 20 5 91 NA i;don atft -fns
ll, UwAtwop;lwk Arxylad wowcl Vic nwzm wt Quind-bes of 1W&6qftpr%0WxL
12. M akftun ctpl an FcT f � rotmi on ri-,% mw t 6 e obmifted ani W"'wed by ih I& Taun EtSiojw mq fb%v
yoxii o; wom V so 6awLtd ucanar� �y ttc 7mvu Zugi=r.
B IS& and Whi 0 mwpj) atz nr(lul Pf auc #2 mift tho 40*6-4 no MMWM4 ul gia Va t1ree b juqnint
j
I OFM 0 f tj IP 4antin W d p �PW, =Wj Qja C&nrAz in W-jbn 2 0 &p fo I C.S tWp Cj Md dg3Z&
rk a I a WN of CM rzvkl d thtr C =d W �0 XL U Wdl M ft blad WMIM& AgwyMim i e"vion C= d
mue bo =S=4u6cil %m:LQ Aylu-6.
X111u, Qm wVtims buc-bw-A ii�;� b.r h;L C ommirmion, tLcy wil I W ;owucd w �Qu r 0 p
of U49 in tz td r,, offt
±vsy plm,4 & ccip-�r afte�wgiptmmfl* Wxx4jud to the pjawnb% iDQpUj=At
VR7 tely yam%
& ZMM
Yurk A. Como Q4i=U
ffAcidiv
THIS DRAWING IS THE PRO-
PERTY OF THE BRIDGESTONE/
FIRESTONE, INC. REAL ES-
TATE DEPARTMENT. THIS
DRAWING IS LOANED ON THE
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY
WAY DELETERIOUS TO THE
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP-
TANCE OF THIS DRAWING
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE
OWNERSHIP IN AND TO THE
DRAWING BY THE BRIDGE-
STONE/FIRESTONE,INC. REAL
ESTATE DEPARTMENT.
SAVE
NAME
2 1 J002 15
R E V I S 1 0 N S
STORE NO.
PROPERTY NO
REV.
BY
DATE
REV.
BY
DATE
REV.
BY
DATE
REV.
BY
DATE
3
5
7
162310
2
4
6
8
SEAL
LEGEND
SYMBOL DESCRIPTION REAL ESTATE DEPT.
SECTION A -A
SHEET NO. A-8 GCR TRUCK TIRE CENTER
260 CHAPEL ROAD
DETAIL NO. 1
SOUTH WINDSOR, CONNECTICUT
1\�7
SHEET NO. A-7
DRAWN BY: KSP DATE: 12/10/98 JOB NO.
REVISION DESIGNATION
CHECKED BY: DATE:
APPROVED BY DATE: 8,332
CITY APPROVAL LETTERS FSHEET A-9
DWG. REV.
LEGAL
Beginning at a point in the northerly
street line
of
Chapel Road, which point is the southeasterly
corner of property herein described;
thence running in the westerly direction
following
a
curve to the left having a radius of one
thousand five hundred sixty and eighty—eight one —hundredths
(1560.88) feet a distance of ninety—
eight and seventy—nine one —hundredths
(98.79) feet to a point;
thence runnin North 22*02'15" East
a
distance
of
two hundred forty —three and fourteen one—
?
hundredths 24 14) feet to a point;
thence running North 76*21'15" West
a
distance
of
two hundred forty—five and forty—four one —
hundredths (245.44) feet to a point;
thence running South 38*55'35" West
a
distance
of
one hundred twenty—three and no one —
hundredths (123.00) feet to a point;
thence running North 73*48'35" West
a
distance
of
five and nineteen one —hundredths (5.19)
feet to a point;
thence running North 74*28'30" West
a
distance
of
thirty and no one —hundredths (30.00) feet
to a point;
thence running North 15*31'30" East
a
distance
of
fifty—three and twenty—nine one —hundredths
(53.29) feet to a point;
thence running South 74*28'30" East
a
distance
of
thirty and no one —hundredths (30.00) feet
to a point;
thence running North 15*31'30" East
a
distance
of
twenty—four and twenty—three one�hundredths
(24.23) feet to a point;
thence running North 38*39'30" East
a
distance
of
three hundred twenty—six and seventy—two
one hundredths (326.72) feet to a point;
thence running North 34'44'30" East
a
distance
of
two hundred fifteen and fifty one —hundredths
(215.50) feet to a point;
thence running South 64*59'00" East
a
distance
of
three hundred seventy—five and no one —
hundredths (375.00) feet to a point;
thence runnin g South 33*42'45" West
a
distance
of
six hundred forty—seven and eight one —
hundredths ( 647.08) feet to the point and
place of
beginning.
I hereby certify that this survey plot was prepared for:
Bridgestone/Firestone, Inc.
Lawyers Title Insurance Corporation
and Sumitomo Bank Leasing and Finance, Inc. a Delaware corporation, 277 Park Avenue,
New York, NY 10172.
and that it is based upon a monumented land survey that was prepared under my supervision.
I further certify that there are no visible encroachments on the described premises by any improvements
on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any
easement crossing or burdening any part of said parcel, except as noted and that the property is not
located in flood plain.
The undersigned has relied upon Lawyers Title Insurance Corporation Commitment #C98-21356, dated
July 2, 1998 for ownership and for the purpose of showing recorded easements and rights —of —way
across said premises. The survey does not constitute a title search to determine ownership and easements
of record.
BENCHMARK— WG o WG%
CHISEL CROSS IN
NORTH BOLT HYD\
EL=75.173
CB
TF=73.0 6
FL=51.46\
SAN. MH
TF=72.74
FL=59.46
NOTES:
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH
SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF
CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996. THIS IS
A PROPERTY SURVEY BASED ON A DEPENDENT RE —SURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2
AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH RESPECT
TO LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT IMPROVEMENTS
AND FEATURES; RECORD EASEMENTS AND VISIBLE EVIDENCE OF THE USE OF
THEREOF; RECORD AND APPARENT MEANS OF INGRESS AND EGRESS;
LINES OF OCCUPATION AND DEED RESTRICTIONS PERTAINING TO THE
LOCATION OF BUILDING OR OTHER IMPROVEMENTS.
2. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL.
3. PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING) PER
FEMA/FIRM COMMUNITT—PANEL NUMBERS 090036-0007 B AND 090036-0009 B
EFFECTIVE DATE: MAY 1, 1980.
TO MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
Rv
/--,/JOHN H. MILLER, P.E., L.S.
LIC. NO. 4142
SCALE IN FEET
40 0 210 40 80 120
2
10/29/98
ADDITIONAL TOPO ADDED
1
8/14/98
REVISED DATUM
No.
Date
Description
Revisions
\J
N/F
ANTHONY BOTTICELLO
P.
'ND
MAP REFERENCE:
1."PROPERTY SURVEYED FOR JOHN R. NIELSEN & SONS, INC.
CHAPEL ROAD, SOUTH WINDSOR, CONN., SCALE: 1"= 40',
NOVEMBER, 1968, LAST REVISION SEPTEMBER 1968" BY
MELVIN C. STEAD, SR.
2."TOWN OF SOUTH WINDSOR, MAP SHOWING LAND ACQUIRED
FROM J. R. NIELSEN & SONS, INC. BY THE STATE OF
CONNECTICUT, RECONSTRUCTION OF CHAPEL ROAD, SCALE
1"=40', OCTOBER 1987, ROBERT W. GUBALA, TRANSPORTATION
CHIEF ENGINEER —BUREAU OF HIGHWAYS" TOWN NO. 132,
PROJECT NO. 132-89, SERIAL NO. 4, SHEET 1 OF 1.
3."SANITARY SEWER CONSTRUCTION, AVERY HEIGHTS AREA,
SOUTH WINDSOR, CONNECTICUT, DATE 5-3-71" BY JAMES S.
MINGES & ASSOCIATES, INC.
The location of the underground utilities shown
on this plan have been obtained from the best
available sources. The actual location of these
utilities should be verified in the field by the
contractor. There may be other utilities not shown
on these plans. Any damage made to existing
utilities by the contractor shall be the sole
responsibility of the contractor.
Compiled C—ri-3.
P.C. Check t?J/n
Designed -�
Drawn 6.-V.).
Checkej_<?�_
Scale 1 "= 40'
Date 8/10/98
Sheet
1
Of
1
Job No.
File No.