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—30 HVAC—GEN. NOTES, SPECS. & SYMB.
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CONCRETE
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ROOM NAME
—31
—EXIST. BLDG.
1 SITE & LANDSCAPING PLAN A HVAC PLAN
A
p ROOM NAME AND N �E
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HVAC PLAN
32 —WAREHOUSE/SERVICE
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—3 STORM WATER NOTES & DETAILS 3 HVAC—SEQUENCE OF OPERATIONS
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GRADING & UTILITY PLAN
1231 A-2
47,
�71 I... RURNHAM ST.
_J4
—SCHEDULES
A-34 HVAC
A— MISC. DETAILS
V4
4
A
SECTION, VIEW OR D ETAI L NUMBER I,: 1� '' f, 7c
4.1f
A-35 —SCHED, SPECS. & LEGEND
14, jz�
PLUMBING
�g A-5 OWN OF S. WINDSOR DETAILS
FOUND ON
.4% v
�,_w'. �- � ': -A :!,. I I _ 7'
BRICK MASONRY CUT ON A-0 —r/Am I IAL LAIN
JIM 3 f
IUWN Ur 3. WIN 3k ULIAIL3 FLUMBING r LUUM r
PLUMBING —PARTIAL FLOOR PLAN
LS A-37
4 1-4
A — 7
;r-Y TOWN OF S. WINDSOR DETAI
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CONCRETE
MASONRY UNIT
?
A-8
N SITE SPECS_`t*'T,*A- A-39 NOT USED
Li` A — 3 8 PLUMBING ISOMETRICS
& SITE SPECS.
MU). ELEVATION TAG
DRAWING CUT
il .1K lo:�
—9 SITE APPROVAL LETTERS' A-40 COMPOSITE FL. PLAN —FIRE PROTECT
FW14 - -4,40 1 A
A
PLASTER, SAND, CEMENT, GRI it i I j
�7
��040
^T1
RAL
SECTION DESIGNATION STRUCTU ELECTRICAL
BUILDING AND CODE SUMMAR
4Z A 0 0 D C-XII A TI r) 1,11 CZ 9, Qr'UC-n"l C-Q
I fN COE" lC'lf'%ATlnKjC A A 1 S:Lt IjDni -z
�7`ELEVATION DESIGNATION
sw
ill-
L N DEMOLITION PLAN
A-42
A FOUNDATION/GRADE SLAB P
21 W.
-43 SITE PLAN411044-vt
A-12 FOUNDATION/GRADE SLA A LOCATION: SOUTH WINDSOR, CONNECTICUT
$ &Z
04
-44 GROUNDING PLAN
DOOR IDENTIFICATION SECTIONS AND DETAILS A
A-1 LIGHTING FLOOR PLAN — PART 1
FINISHED WOOD Q.
S H T. 1 A-45
MISC. SECTIONS & DETAILS
APPLICABLE CODE: 1990 BOCA W/1992
W Ll OPENIN IDENTIFI ATION
PLYWOOD
SUPPLEMENT CONSTRUCTION TYPE
A A-1 MIS FRAMING PLA S A-46 LI HTIN FLOOR PLAN - PART 2
TOILET ACCESSORY
,7-w 'IN
A-15 -MISC. SECTIONS & DETAILS-SHT. 2 A-47 120 VOLT & COMMUNICATIONS PLAN PAR
2C (NON -COMBUSTIBLE/U N PROTECTED) WITH
T 1
A-48 120 VOLT & COMMUNICATIONS PLAN PART 2
N
WALL ARCHITECTURAL
TYPE
AUTOMATIC FIRE SUPPRESSION SYSTEM
r- LJA
/A Z+ v 0 r r I G c. Am EA F- V VY r- R OL Ll �J F'l I I
RIGID INSULATION1
-%7
THROUGHOUT.
M,
A- 16 DEMOLITION PLAN A-50 480 VOLT FLOOR PLAN PART 1
tW-jl�t TIE
480 VOLT FLOOR PLAN PART 2
-51
A 17 COMPOSITE FLOOR PLAN; A
KEY NOTIEZ)
A,
BATT INSULATION
OCCUPANCY WC
F-1/S-1 314 3.14
B 34 1 1 36
TOTALS 348 4.5
A- 6 LUUK rLAN rAK I I 'j; —Z)L rlKt. ALAKIVI 3T,--jItM PAKI 1,-, PHUJLUI U�)L UNIJUH:
A
?5,
9 r LOOR PLAN PA 0_1 .
4`�-,. 7,
A-1 RT 11
A-53 FIRE ALARM SYSTEM PART 2
F-1, S-1, B (FACTORY, WAREHOUSE, OFFICE)
A-ZO ROOF P
LAN A-54 MISCELLANEOUS DETAILS
EXTERIOR ELEVATIONS A-55 LIGHTING DETAILS
w-�
ra
J
A-21
PROJECT AREA:
A-22 WALL'SECTIONS A-56 LIGHTING WIRING DIAGRA
F-1 (RETREAD AREA)
-4Y', A
—23 DOOR & ROOM FINISH SCHEDU —57 PANEL SCHEDULES SHEET 1 OF 4
1- LES A
S-1/ —1 (WAREHOUSE/SERVICE CENTER)
F
—58 PANEL SCHEDULES SHEET 2 OF 4
—24
A ENLARGED PLANS A
A-25 INTERIOR ELEVATIONS A-59 PANEL SCHEDULES SHEET 3 OF B (OFFICE)
lwlA
SHEET 4 OF
A-26 SECTIONS & DETAILS A-60 PANEL SCHEDULES TOTAL
AIR,
A-27 SECTIONS & DETAILS A-61 ELECTRICAL SPECIFICATIONS 00-
I
oil
A-28
ARCH. SPECS. A-62 SITE DETAILS
I V4
'PFr
REFERENCE
ARrH_ R .11;
1 TOPOGRAPHIC PROPERTY SURVEY
TOILET FACILITY CODE SUMMARY
LAV
D. F.
AREA
CODE MIN.
EXISTING
REQUIRED
3 WC (1 HC)
= 2 WC +1 URN
= 1 HC *
3.14
.79
MENS
2 LAV
= 2 LAV
= I H C LAV
3 WC (1 HC)
= 2 WC
= 1 HC *
.85
.34
WOMENS
2 LAV
= 2 LAV
= 1 H C LAV
3.99
1 . I
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. A
ISSUED FOR CONSTRUCTION
BULLETIN #1
1 1 C9, 1 3/3/99
12,030
SF
19,360
SF
3,365
SF
34,755
SF
THIS DRAWING IS THE PRO- R E V I S 0 0 N S STORE NO. PROPERTY NO.
PERTY OF THE BRIDGESTONE/ REV. BY DATE REV. BY DATE 11 REV. BY DATE REV. BY DATE
FIRESTONE, INC. REAL ES- 3 5 7
TATE DEPARTMENT. THIS —1 162310
DRAWING IS LOANED ON THE 2 4 6 8
EXPRESS CONDITION THAT IT
IS NOT TO BE USED IN ANY SEAL LEGEND
INTERESTS OF BRIDGESTONE/ I F o �> (s� �� � @ L'� (s� REAL ESTATE DEPT.
WXf DELETERIOUS TO THE SYMBOL DESCRIPTION
A� #
GONIV&_ SECTION A -A
FIRESTONEJNC. THE ACCEP- 6
TANCE OF THIS DRAWING
c GCR TRUCK TIRE CENTER
WILL BE CONSTRUED AS AN s \1�8 SHEET NO. A-8
,�
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD- DETAIL NO. 1 260 CHAPEL ROAD
E�)
MISSION OF THE EXCLUSIVE 1 7 SHEET NO. A-7
=�Rml SOUTH WINDSOR, CONNECTICUT
OWNERSHIP IN AND TO THE
ATTACHED X-REF'S DRAWING BY THE BRIDGE- 0. DRAWN BY: RB DATE:
21300002 STONE/FIRESTONE,INC. REAL REVISION DESIGNATION CHECKED BY: JCH DATE: JOB NO.
ESTATE DEPARTMENT. E 1 0
0 _z _7 0
ouls P 1 SAVE APPROVED BY DATE
ISSUED FOR BID EIRRY & ASSOC 030,399 1 NAME
WADSWORTH, OH. 44281
(330) 334-1585 10 1 —231 00�11 12130013701 TITLE SHEET SHE
A T_ 11 /24/9�'_ j[-FEjj] F2_1_3_0� Fo _211 21JO01JO ET A-0
DWG. REV. : 1
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41�9' xi, , . " I , , q, _. ..,-_*_�, "
J' h � * ��_"_,_,_!, I " . - rm� �
REPLACE EXISTING SIDEWALK AS
REQUIRED TO FORM NEW DRIVE\
APRON (TYP. EACH SIDE)
PER UTILITY CO. REQUIREMENTS EXISTING
� ,* ..._i'4-�,,��',kppf,*�% I \ SIDEWALK —
r `� �� _"
' "' 'A , ��.' -� �
t.
.mvew - -1*5_
E. TRADITION AZALEA (TRADITION) 4,411
F . BR{)NZELEAF HONEYSUCKLE /D|ERV|LLA hON|CERA\
24' B 8c B 3—TOTAL
G. GOLD COAST JUNIPER (JUNIPERUS C | ENS|S) It
15" (No. 3 C0NTA|NER\ 9—TOTAL
PARKING REQUIRED ` . . ofi wft�l '�. A 11 I. I IMPERVIOUS SURFACE - 2.81 AC (61 %) ' ' �� . I ',_f,, � � 1. THE CONTRACTOR SHALL GIVE THE TOWN ENGINEER (860) 644-2511,
.1 INDUSTRIAL - 1 SPACE/700 SF GFA= 15. 11I 0, ,, ,_,Ow ��__ I I I ill I . M EXT. 244 A MINIMUM OF SEVEN DAYS NOTICE PRIOR TO STARTING
.. - - ... .1 POLLUTION FROM THE SITE AND THE PROPER PLACEMENT AND
PARKING PROVIDED - ,I 1-1 i ALLOWABLE IMPERVIOUS SURFACE) ":��_ , ..
6 SPA I'll, 'I- , .e ZONING SETI3. ...01, . -, - - MAINTENANCE OF EROSION CONTROL ITEMS IN ACCORDANCE WITH
__.- - le� , � . � - i - "; . I&I. *1 ,, , .R��W L STANDARD CONSTRUCTION PRACTICE. THE CONTRACTOR SHALL COMPLY
�.g , .,�, . - P �� . �".:% . .,� � � ,. � � - .�;.� -T, -t -4 -, -� T
r�. _,Ao, ; -, �-,Z, , � � ., u,v, !��n -, �,jP:'-!',�-, . WITH THE 'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
I'l-, , , K SIDE YARD: 1 O' N � !��' '. CONTROL' OF THE CONNECTICUT COUNCIL ON SOIL AND WATER
Z, � ''. 1!-"7Z; r,�l -�,, . � ' . -a
J�, 40 ' V�i-��'y I . \ .. �
- - - I 1� 1 z .! - 'NO _� �il 7 " ,� ,
4G FENCE TO BE REMOVED I I I - LANDSCAPE (MED HT.) 4X 1� � -, " �, .- I 11z
41 � .-t __ I " , .� -�� 4. THE CONTRACTOR IS RESPONSIBLE TO INVESTIGATE THE EXISTING ITEMS
01 — — — - ,I - , ��, �.. ,� I' 1 5. NOTIFY THE OWNER'S REPRESENTATIVE IN THE EVENT OR DISCOVERY OF
215.50' 777 . �:..
- _( !� . 1 ` ,*-.-' -,, --U, ,,J�-
B , A * ANY DISCREPANCIES FROM THE PLANS IN EXISTING CONDITIONS.
IC, ELEV. 64.50 ""at A 5) )G .41;�,,�-,,;I,! n-;7t - - - ,�, -� ,,,�
, � I' � � I _F 6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS AND
� . _� � - 7^-- �� , \ . _. ,.t , COORDINATE THE NECESSARY INSPECTIONS. THE CONTRACTOR IS
TO CONNECT TO , - �' ` -�*"�� wn TpA-n I \ � , . . f
]'_� , , 1A - .,'� nN RARIN �, . , .- -
� , � r�l '.1 Ii.., �', I - `�;_: .., . _0 - : "� I z , .. "Z
� �', �,,g4*%, _ _.. f�;z � A
- I *�`A 'f_��?k - -, . . � . � � I � - i. P,i-ei 8. MAINTAIN EMERGENCY VEHICLE ACCESS TO THE BUILDiNG(S) AT ALL
' 4w . . �nj ilvil "'.11 , il
I - .", - . .4., " - -5, 9 REFERENCE: SURVEY OF PROPERTY PERFORMED BY CLOSE, JENSEN
2HITECTURAL DWGS. si._,_4*t�� � -- � � __\ .� ...,I co C. STOOP, SEE ARCH DW`GS. ,�,.j' , .1'. . 11* I c , , . � - � Ar;! I., i", -.'��. . , � . :'.��i,-,.: %-��,., .. � -
1-il': � .0- " , . :. � *,;�.', , "'' ... - V�,t /
, . 11 7 a. - . . � , - .i , -`�� I ,�. _e INDICATED WITH THIS CONTRACT.
ONC. STAIR I I ,-, _-�; �,. j "i x 1,� ,U I `z_1*1 ,.vLk* � 113 -�4,;-!.,�
1 14 A I \. J� !... �* I I "i
- ... __ 111� .",.,.-;,��,.%'-i,.,��^,�-.�..��.*.'�-,'; ''11. ALL REFERENCES TO THE STATE OF CONNECTICUT DEPARTMENT OF
- E--= , I I Q11-1 "; . .15, . _,, .'T., K* �i$;
� I - - .1, - � .,�r�k,,':',,,,,..�!
I I . 15 . , . .0 , . . .� - , I �Z. TRANSPORTATION (DOT) ARE BASED ON THE STANDARD SPECIFICATIONS
� . . I - !I.."., -, . ., FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION FORM 814A,
1 0 s I �Z�,. , . .. .. " ;,.,, , ,� 1��_
. ,� I %, -.q 'T ' " 12. FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN IN ACCORDANCE
18 r�) _zl . � ": . W. �_ 1,1_ 1� WITH DOT STANDARDS SECTION 12.09. PAINT SHALL BE HOT APPLIED,
A'— 12' OVERHEAD DOOR L � "...A"<�&.1',, � -
- — ,-& co _,_� - . I '' ��_ 1.3. A 6" CONCRETE CURB SHALL BE CONSTRUCTED AROUND THE PERIMETER
.0.1 ,��t%.,.�,.. 4 1 14. ALL TRAFFIC CONTROL DEVICES, SIGNS, DRUMS, BARRICADES, ETC. SHALL
43 N I �, 0 .., -_---,.,,, . �_ ,.�- , , MAINTAINED IN COMPLIANCE WITH THE REQUIREMENTS OF THE DOT &
I" \ , � -..,, I
, .1-jV, -1 . ,.,- . t 15. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL ITEMS
IED) NEW ==5 _/ )P - . . .f." �'.X, � . WITHIN THE RIGHT-OF-WAY DURING CONSTRUCTION. ANY ITEMS
/ I - 'IT "I - � 'A \ . _� ti�
)I�',�� , � �, , � 16. THE CONTRACTOR SHALL INSTALL HORIZONTAL, FIBERGLASS FILLERSTRIPS,
_____� � I _ - � � TING FENCE ALONG THE NORTH, EAST AND
I -, _� � I '�� , � ,�,,� WESTERLY PROPERTY LINES FOR A TOTAL OF 1500 LF±. THE COLOR
�;��, ;� 7. THE CONTRACTOR SHALL COORDINATE ALL STAGING AREAS WITH THE
� Tn \X , , '.1 , - �ti6, OWNER OR HIS REPRESENTATIVE. ALL AREAS USED FOR MATERIAL
I !,/ co ,k_.4L , �_i_4`13 AND/OR EQUIPMENT STORAGE SHALL BE ADEQUATELY SECURED.
\ I _,n,�% , ., 'I 19. THE EXISTING WATER SUPPLY WELL AND MONITORING WELL WITHIN THE
A 3' DOORWAY I - 1�_,i � '.��,,,-tt, .. � . ., ., � )
I I \ ltu%�11. �A','e.'.' 21. REFERENCE: STORMWATER CALCULATIONS PERFORMED BY CLOSE, JENSEN
ES
,D i ,.",-, %,-t"i,
�_tl'�'.-,-�_',^4 Y', ,- ��._. / 4-I V, 1 22. CONTRACTOR TO COORDINATE RELOCATION OF OVERHEAD PHONE, CABLE
I ,� — _� _,� / n� I -� AND ELECTRIC WITH THE RESPECTIVE UTILITY COMPANIES.
v - x ,t 23 REFER TO SITE LIGHTING PLAN DWG A-43 FOR LIGHTING INFORMATION
' ~~� �
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4
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04 _k , 1 28'30 E
30.00'
N
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00 ;1"
N 15*31'30" E
CONRAIL %�5 24-23'
oo
7
�7.
_T 6 4
r
-K r,
'28130n IN
N 74
123.00'
30.00'
T- - - - - -
'55'35- W
;T. 0
6
IF ..r
v N 73*48'35" W
5.19'
66
oo*
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7
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N/F
RONALD FRIEDMAN
2 117 BEND 6
2 7
:63.51
t
:59.41
CONTRACTOR SHALL TEM
PORARILY N(
I 01� V_
RAISE THE EXISTING OVERHEAD
"k
PHONE AND/OR ELECTRIC IN
T
ACCORDANCE WITH STANDARD
CONSTRUCTION PRACTICE TO
AVOID INTERFERENCE WITH
*oo CONSTRUCTION ACTIVITIES (M.)
LIGHT POLE
NI /F
0
JOHN R. NIELSEN SONS, INC.
RELOCATED ELECTRICAL SERVICE,
TRANSFORMER AND PAD. SEE
ADDITIONAL CHANGES THIS DWG.
REFERENCE ELEC. DWG. A-43
:000��
44
wo
. i, m"b 69. o.
CB 22574
TF=66.29
FL=62.89
wo
71
69.7 8m TE
CB
4 TF=663 8
4_111_&,.��'*m,.
LE END:
NOTES:
�?P E 1. ALL KNOWN UTILITIES HAVE BEEN SHOWN ON PLANS. THE
. Z
XISTING CONTOUR
BENCHMARK,
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS & ELEVATIONS OF
L EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE
NEW CONTOUR
CHAPEL RD. FIRE HYDRANT
CONTRACTOR SHALL ALERT THE 'CALL BEFORE YOU DIG' SERVICE AT
CROSS IN NORTH BOLT OF ),-.-Y7- Alp RIGHT-OF-WAY OR PROPERTY LINE
800-922-4455 AT LEAST 48 HOURS BEFORE ANY WORK IS
HYDRANT ELEV. 75.17
7
INITIATED.
A
T/CURB: TOP OF CURB ELEVATION w,
B/CURB: BOTTOM OF CURB/PAVEMENT ELEVATION THE CONTRACTOR SHALL NOT INTERRUPT UTILITY SERVICE TO THE
2.
4_7
y qPOT FI F\/ATIr)t\l
vr W-
4� EXISTING FACILITIES WITHOUT THE PERMISSION OF THE OWNER.
w
TEMPORARY UTILITIES MUST BE PROVIDED IF SERVICE IS INTERRUPTED
`x
q
DINT
& PERMANENT SERVICE SHOULD BE RESTORED AS SOON AS POSSIBLE
H. P. HIGH P
UNLESS DIRECTED OTHERWISE BY THE OWNER.
t I
PH POST
4c A'k _7� I Tft Ll LAJ-b
IX
A"
7�1
'T
K
A,
w
HYDRANT
r
TF 65.40
3
N/ 10' WIDE EMERGENCY GRASSED/VEGETATED AREAS OUTSIDE OF THE CLEARED AREAS SHALL
BE PROTECTED AND REMAIN UNDISTURBED.
. 41�
FL 62.00
EVE C. HALLER, TRUSTEE SPILLWAY EL 65.20 4"
A
28' 15* PERFORATED�v.
4"
LINE SPILLWAY WITH MODIFIED RIPRAP X GR.
C.P.E.P. 0 0.5
4. FINISH GRADE, TOPSOIL, SEED AND MULCH ALL UNPAVED AREAS OF
v
rt�, I.. , '* `1
k
ROOF LEADER 15" C.P.E.P. FLARED END
THE SITE AND ANY ADDITIONAL UNPAVED AREAS WHICH ARE DISTURBED
Vt E FL 61.86
AS A RESULT OF CONSTRUCTION ACTIVITIES.
IN 3,V44'30" E
0 0
64--
2
66 67 ....... 5. THE SPOT ELEVATIONS REPRESENT PAVEMENT ELEVATIONS. THE
63-- - 2'44=�--% � 'NIT r-KI TWC-
GRADE Tn RIETENTIONANA1 TRA110M CONTRACTnR '�HAI I '�I C)PF THF PA\/FkAP I 11\11POPKAI V Mr-nAir-
- - � . . . .. .- . -- . .. _ ---. - . I - I I - . 11 -Nivi"f 1�1_ I TYL-L-Im I I
63 N 65 BASIN. BOTTOM EL 61.0 ELEVATIONS, MAINTAINING A POSITIVE SLOPE TOWARDS THE CATCH
Em 6
(LEVEL) (USE RECOMMENDED
65 63 BASINS.
62
SEEDING MIXTURE TO
I (TYP. OF 3) 61-
00 GIETATE BASIN)
6.
SILT FENCE AND SEDIMENTATION CONTROL SYSTEM SHALL CONFORM TO
;EPTIC SYSTEM
0
NDONED.
THE FOLLOWING:
EXISTING F.F. 67.2 0
0
A. CONSTRUCT BEFORE UPSLOPE LAND DISTURBANCE BEGINS AS
MODIFIED RIPRAP
F.F. 67.2 15' CLOSE TO THE CONTOUR AS POSSIBLE.
SPLASH PADS
EXIST. INTERIOR DOCK FINISHED 7--j
. , - - 1 94" r, p 1: p n &pm rmn
R 00R TO RE RAIRM TO MAT(%H B. CONSTRUCT EACH END UPSLOPF TO HIGHER F1 FVATinm
IOUT (TYP. OF 6) ADJACENT COVERED LOADING DOCK, FL. 61.0
SEE ARCHITECTURAL DWGS. CN C. ANY VEGETATION REMOVED WITHIN 5' UPSLOPE OF FENCE SHALL BE
67--
OUTLET
_v
REESTABLISHED WITHIN 7 DAYS.
'PTIC TANK TRENCH DRAIN #1 L= 84'± 6
62
D . COMPLY WITH THE REQUIREMENTS OF DOT SECTIONS 2.18
63-
qV. 62.44 TF. 65.20
2' FL (SEE DETAILS) AND 2.19.
66
67
Ln 7. LENGTHS OF PIPE SHOWN ON THIS DRAWING ARE APPROXIMATE.
Lp zo
0 INFILTRATION SYSTEM
% CONTRACTOR TO FIELD VERIFY EXACT LENGTHS REQUIRED.
NO
(SEE DETAILS) ci. 6,
0 ING
TYPE 'CL' CB-1/, CURB 8 THE MINIMUM CLEARANCE BETWEEN UTILITIES AT ALL CROSSINGS IS 6"
7 63.50, FL /60.75 FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.
CD
01 TEm
INFiLTRAToksys
f5 C14 9 CONTRACTOR TO FIELD VERIFY THE LOCATION & ELEVATION
INSPECTION PORTS
OF THE EXISTING 6" SANITARY LATERAL PRIOR TO STARTING
0
6B
69 0
a- 6 1
SEE D�TAIL ON A4 a - - CONSTRUCTION
C14 71' rw
0
LAJ '/T -
�3 LAj
CL (o c� a: / 7 �1 0. CONTRACTOR TO COORDINATE THE LOCATION AND INSTALLATION'OF THE
CL C" d
1 8'± -Z- WATER MAIN WITH MR. CLAUDE GARRITT, METROPOLITAN WATER DISTRICT
oo TWWH DRAIN #2 L V4 (MWD) (860) 278-7850, EXTENSION 3645. ALL METHODS AND
&U
TF '15, FL (SEE�,IbETAILS) E C� CB-5
-11 MATERIA
6" SAN. INV. 63/75
45' BEND ROOF 66.00 0 LS SHALL COMPLY WITH MIND STANDARDS.
LLF�PtK A
E
--A
L10 THE YANKEE GAS COMPANY WILL BE RESPONSIBLE FOR INSTALLING A
TYPE-,': CB-2 0 4" GAS MAIN ON CHAPEL ROAD. THE CONTRACTOR WILL BE
W
-73
4,
It bblu RESPONSIBLE FOR DIGGING, SANDPADDING & BACKFILLING THE ONSITE
4 C.P.E.P. R 62..96,(8- NW) GAS SERVICE TRENCH ACCORDING TO YANKEE GAS SPECIFICATIONS.
0 0 0.2 GR. A (REF DWG. A- 8) THE YANKEE GAS COMPANY WILL BE RESPONSIBLE
W) HIGH I _SL 0
--FFLL M62.188 �1 7 PV#AT FOR INSTALLING THE SERVICE PIPE. YANKEE GAS CONTACTS: LAURIE
6 LF 8" P.E.P- -SEE _UETAIL-O*J(-3) 10 FIORE (860) 292-2249, LINDA KNORR (860) 292-2257.
t! _L) TY111CAL)
0 0.2% G
61
FLOOR DRAIN LEADER Q 12. SITE AND BUILDING LIGHTING TO BE SUPPLIED BY THE OWNER.
0
13. THE CONTRACTOR SHALL FIELD LOCATE EXISTING UNDERGROUND
Q0 -6; ELECTRICAL LINES TO THE EXISTING ENTRANCE GATE CONTROLS AND
SITE LIGHTING. CONTRACTOR TO PROTECT THESE SERVICE(S) DURING
�3 Lj 0 .1 ''
ALL PHASES OF CONSTRUCTION.
/T I V. 63.75 WALLPACK CL:
(TYP OF 11) 00 0
FL 63.36 14. PAVEMENT REPLACEMENT WITHIN THE CHAPEL ROAD RIGHT OF WAY
W� ) . . . ........... SHALL MEET THE REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR
-67 . I TYP� \'Cl! CB-4 AND ANY OTHER GOVERNING AGENCY.
D.I.P. SAN 0 2 O� op
LF 6 j TF 66 15. POST HYDRANT TO BE WADE MODEL 8610 WITH 4' COVER OVER THE
IN CONC.) R_ 61 .35\ E 3/4" 'K' COPPER SERVICE LINE. DRAIN HOLE & TUBE ASSEMBLY TO
1, 0
I- ux`_� 6 V.
0
BE PLACED WITHIN A GRAVEL SUBDRAIN 36" SO. x 8" DEEP.
FL 6 .86
�J. (OUT) - 0
CONTRACTOR TO ADJUST ELEVATION OF GAS MAIN AT ELECTRICAL
MH-1 \TYPE 'CL' CB-3 CONDUIT CROSSINGS TO MAINTAIN 12" VERTICAL CLEARANCE.
RIM OIL/SAND SEPARATOR 66.00 NEW SITE LIGHTIN
9.2
RIO 6166 (12m
4zw mw m (TYPICAL)
. L .' - - I o - -
, - . - % -, , - .- . - < 1// \ %A_-Z-1�__ 0
FL-62.66 INV. 61.
_>0 67
FL=62.56
I, �_In \5 - aw" im, 61.65
CAL
DMH
4." A
TF=67.58 co\ PH 0
A 0 E
FL=49.88 CURB 68
FL=62.28 STOP
3/4 COPPJER PH-3
1k, 70
K)
-Y,\ 8' GATE EX. CONe�TO Of
314- 0YP) "7 8*
VE6
�pO2\,ALVE BE REMO
v�
3.4
A,
PH-2
EX. INV. 60.5 0 HYD
250 LF
z
/E N
SEE q7,a /4* *K' COPPER
4.
0
13
, X�� %'j, , , , IRRIGk1f6N SUPPLY
ix \\ '\ _1 647.08'
SM&W MAN -HOLE 71 S 33-42'4511 W
�A - !VY'..
WN",
CIL
i
A I.
iR !�o 4�1
-n -
1K
N/F
'0
j
&p
%
USI LIMITED PARTNERSHIP
Y S.,
r'A
10
iw A
V
EXISTING 6" SAN LATERAL
IN,
27' LONG (10' DEPTH) w GRADING & UTI LITY PLAN !w_
-.3, 7,
'41
1,A P", 4
It
1.4 a_mwi, 1W
w
!"Ar
A
X Y111 TKI
& MANHOLE SCALE: 1 "=30'_o"
\C� TO BE RELPACED WITH N
8' SAN. LATERAL
14�, 1 _.'I, .1 'r �. _:,
GAS LINE TO BE EXTEND 44� 2, - A-44-
ED
BY THE YANKEE GAS CO
NOTES: R E V
S THIS DRAWING IS THE PRO-
1. IHIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WI REV. BY DATE REV. BY REV
'j
f -Y TO MY KNOWLEDGE AND BELIEF THIS MAP IS
41 PERTY OF THE BRIDGESTONE/
]ALLY CORRECT AS NOTED HEREON. FIRESTONE, INC. REAL ES-
x b SUBSTANI
4
TH
TATC* MIT'MAMT1,1171617 TI
-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF
Of" .__- 3
SECTIONS 20
r4v
T"-x.q1 1110-- imiv_ ur-r-mrNimr-1141. I nil)
S
6
% ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996. THIS IS SEAL LEGEND
2 DRAWING IS LOANED ON THE
x IN HE STATE OF C t EXPRESS CONDITION THAT IT 2
T 4
ONNECTICUT" AS ADOPTED BY THE CONNECTICUT
CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAP �i,
M'4 _14104-it
J,
IS NOT TO BE USED IN ANY
SYMBOL DESCRII
142 INTERESTS OF BRIDGESTONE/
NO. 4
FIRESTONE,INC. THE ACCEP SECTION A -A
of co
\,SAN. MH iii,
w
WAY DELETERIOUS TO THE
A PROPERTY SURVEY BASED ON A DEPENDENT RE -SURVEY CONFORMING TO
By
WG HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2
WG JOHN H. MILLER, P.E., L S.
W AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH RESPECT TANCE OF THIS DRAWING
SHEET NO. A -
IV WILL BE CONSTRUED AS AN
LiC. NO. 4142
IU LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT IMPROVEMENTS 'cl -.5;.
0 WG TF=72 74 VAr `411141,
Aj'qU r . ACCEPTANCE OF THE FOREGO-
EATURES; RECORD EASEMENTS AND VISIBLE EVIDENCE OF THE USE Of
K 0- $fk
- . � "I ti
FL=\,5 .1tv 4 -
ING CONDITION AND AS AD-
14 i ft. THEREOF; RECORD AND APPARENT MEANS OF INGRESS AND EGRESS; A DETAIL NO. 1
V w, j
4.
LINES OF OCCUPATION AND DEED RESTRICTIONS PERTAINING TO T MISSION OF THE EXCLUSIVE
B M HE SHEET NO. A-
j� OWNERSHIP IN AND TO THE
VA� 'A'
HYD _i; r� - . . .. , -, , I I - to A- DRAWING BY THE BRIDGE-
_N -,o
LOCATION OF BUILDING OR OTHER IMPROVEMENTS. 1
STONE/FIRESTONE,INC. R
21300001 ESTATE DEPARTMENT.
7�
K�-
Ff REVISION DESI
_4
'o
LOUIS PERRY & ASSOC.
1SSUED FOR CONSTRUCTION ISSUED FOR BIDS
-1" 30'-0" MWD SAVE
BULLETIN #1
0 WADSWORTH, OH. 44281 NAME
-A,
Ti A 11/24/98 4-1585 fl121300202
4 0�"F 3/3/99 (330) 33
30' 60' 90' 120' 1-50' 1 21JO0202
x ";)kw.
-NOTE:
THIS PROPERTY DOES NOT CONTAIN
WATERCOURSES OR WETLANDS.
STORE NO. 11 PROPERTY NO.
162310
rION REAL ESTATE DEPT.
GCR TRUCK TIRE CENTER
260 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT
NATION DRAWN BY: MWD DATE: 9/28/98 JOB NO.
CHECKED BY: ASL DATE:
APPROVED BY: DATE: 8332
GRADING & UTILITY PLAN SHEET A-2
co
CN
L
79'
NOTE:
DISTRIBUTION PIPE, F17TINGS AND INFILTRATORS ARE TO BE
INSTALLED LEVEL TO INSURE ENTIRE SYSTEM IS UTILIZED.
INFILTRATION BED LAYOUT
SCALE: 1 10'-0"
CATCH
TLET PIPE TRAP (TYP)
TYPICAL CROSS SECTION
CATCH BASIN SUMP
SCALE: NONE
TRENCH DRAIN
�1 L= 84'±
2 L= 18'±
ELEV. 64.12
8" DIA. BOTTOM OUTLET
WITH 8" CPEP PIPE
8" CPEP
(N-12) 90- ELBOW 7
FL 63.0
6 LF 8" CPEP @ 0.2% GR
(DRAIN #1)
4 LF 8" CPEP @ 0.2% GR
(DRAIN #2)
kul\'rm1'4
nAk/UllrklT
TRENCH DRAIN DETAIL
SCAL F NONE
><
< CLEANOUT WITH
::E
SCREW -IN CAP
GEOGRID
00
'CL' CB-2
TF 65.20
BASIN #1 (TYPE 'C-L')
3.50
D.75
IDE OUTLET PIPE WITH ELBOW TRAP
REVENT SILT FROM ENTERING SYSTEM
PVC HEADER PIPE
)TAL LENGTH =24'±
12"X12"X12" PVC TEE
FL=60.75 (ALL)
-90' PVC ELBOW
FL=60.75
LIMIT OF STONE
1'± BEYOND PIPE AND INFILTRATOR
24"
SQUARE
10"
GEOGRID MUST EXTEND 5' BEYOND
THE FOOTPRINT OF THE CHAMBERS
1 1/2" - 2"
WASHED, CRUSHED S_
COMPACT BASE TO A
THE MODIFIED PROCT
FLOOR BOX FRAME AND LID
NEENAH R-7506 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
cn
w
ckf
a-
w
LLJ
cn
cf)
L�j
ly-
L�j
�>
z:
0
LLI
SEE NOTE 3
HIGH CAPACITY H-20
INFILTRATOR CHAMBER
PROPOSED GRADE
PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
6"
A
cl-j
<
4<
4
4
4
�4
r�OMPACTED, WELL GRADED GRANULAR BACKFILL (PER INFILTRATOR
,YSTEMS' REQUIREMENTS) WHICH CONTAIN AN EVEN DISTRIBUTION OF
'ARTICLE SIZES WITH NO MORE THAN 10% FINES (PARTICLES PASSING
'HE # 200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL
MIN. OF 95% OF THE MODIFIED PROCTOR DENSITY)
)AVEM
VARIES EL=63.25± (MIN)
EL=60.17 (MIN)
�/X
HIGH CAPACITY H-20
INFILTRATOR CHAMBER (TYP.)
("ADAtITV U-0r) IN11711 TDATnD PLJAkAD17D CVCTC'kJ
SECTION A -A
SCALE: 1 "=5'-O"
81 1*1 6"
NLLSON
STUD 7" -
ANCHOS 4a 6
R _====_z
STEEL BC LTS
4
4
X
N �\x
4-#4
#4 @ 2'
TRENCH DRAIN NOTES:
L�j
a- ct�
Uj 1. DIMENSIONS SHOWN ON THE PLANS ARE TO THE
CENTERLINE OF THE TRENCH DRAIN.
2. REFER TO TYPICAL PAVEMENT SECTIONS FOR PAVEMENT AND
it
SUBBASE REQUIREMENTS.
3. THE TRENCH DRAIN SYSTEM SHALL MEET THE FOLLOWING
6" MIN.
MINIMUM REQUIREMENTS AND BE MANUFACTURED BY ACO
POLYMER PRODUCTS, INC., CHARDON, OHIO, (800)543-4764,
OR AN APPROVED EQUAL.
DENOTES DIMENSIONS PER MANUFACTURER
TYPE FIG 200 ASPHALT INSTALLATION
TRENCH DRAIN DETAILS
SCALE: NONF
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
12" MIN.
COMPACTED IN 6" LAYERS
, vv NO STONE LARGER THAN 1-1/2".
vv MATERIAL SHALL
iv
v MEET D.O.T. M2.05
0-08 IF PERFORATED CORRUGATED PIPE IS SHOWN
0 0 0 lo 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
FOR 3/4" STONE.
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'
BULLETIN #1
i 1 3/3/99
NOTE4-
WHERE CONFLICTS EXIST BETWEEN
STORMWATER DETAILS AND TOWN OF SOUTH
WINDSOR DETAILS AND/OR MISCELLANEOUS
DETAILS, STORMWATER DETAILS SHALL GOVERN.
LiATTIDIA
lVit-N I L I\ ML
RESIN
NOMINAL TRENCH WIDTH
BUILT-IN SLOPE
OVERLAP JOINT BETWEEN CHANNELS
CHANNEL JOINT SEALANT
VERTICAL END OUTLET
GRATE FRAME AND GRATE
TRAFFIC RATING
GRATE THICKNESS
TYPE FG 200
FIDUD D[-Ikl[-ODr'C-n DI ACTIr'
L)Ll\ I\L_11141 Vf\\,,L-U F Ll'\J I 1�,
POLYESTER
8"
1.0%
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
SEEDED USE STRAW FOR MULCHING. SEED AREAS DURING MID-
APRIL TO MID -MAY AND MID -AUGUST TO MID-SEPTEMBER. FALL
IS PREFERRED TIME.
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF
SOUTH WINDSOR'S PUBLIC IMPROVEMENT SPECIFICATIONS.
u -Y THE MANUFACTURERS OF THE
2. CONTRACTOR SHALL NOTIF
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
SILTS. 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
SYSTEMS FROM SILTATION DUE TO CONSTRUCTION ACTIVITIES USING
APPROVED DEVICES AND METHODS IN ACCORDANCE WITH THE
"CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL, THE CONNECTICUT COUNCIL ON SOIL AND WATER
CONSERVATION, LATEST REVISION".
9. ROUTINE MAINTENANCE OF THE 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
k A A I K1717-KI A KlIt"N17 017-n1l lIrDI7-kAI7-KI-rQ
1 F\EWUIF\F_IVIE_Ij 1 0
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
BASIN FLOOR 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 TO MAINTAIN THE INFILTRATION AND
STORAGE CAPACITY.
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
DATE
BY
DATE
REV.
BY
DATE
FIRESTONE, INC. REAL ES
1
3
LEV..
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
WAY DELETERIOUS TO THE
SEAL
REAL ESTATE DEPT.
SYMBOL
DESCRIPTION
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP-
SECTION A -A
TANCE OF THIS DRAWING
SHEET NO. A-8
OCR TRUCK
TIRE CENTER
WILL BE CONSTRUED AS AN
:4�
ACCEPTANCE OF THE FOREGO-
I-0 C12,
260 CHAPEL
ROAD
ING CONDITION AND AS AD-
MISSION OF THE EXCLUSIVE
-rn
Z..
\,,A - 7j
DETAIL NO. 1
SHEET NO. A-7
UTH WI CONNECTICUT
so NDSOR,
ATTACHED X-REF'S
rNAAlKfl7MCLJln lki Akin TU t7
VVYINIF-rNaFlir IN MINU lu lnc_
DRAWING BY THE BRIDGE-
STON E/Fl RESTON E, INC. REAL
10 . , ;�, . A _% : ;'
<
REVISION DESIGNATION
DRAWN BY: MWD
DATE: 9/29/98
JOB NO.
ESTATE DEPARTMENT.
0/0 ", Z11
% , I , z
'45.-Illt w " I- .
CHECKED BY :ASL
APPROVED BY:
DATE:
DATE:
8332
,
S.
ISSUED FOR BIDS SAVE
LOUIS PERRYTOA& ASS`O�C�. I 1=
I_ NAME
WADSWORTH, H. 44281 le,6� ��
......... (33JO 3�� 102-21300�1213002081 STORM WATER NOTES & DETAILS SHEET A-3
AF___T 11/24/98 21300208 /owl
DWG. REV.:
i ri,71TA
j�j 4 ,-4`�
we
yy*
q
q
W
CW_rr�V," K1111Z
- mz'
jxr -� mcrmv ? R.
h;.. W-i-,if
V
11tv
?
4_4 ,v
7
::_ =7 -
GRA qULk� BEDDING
PER DOT M 011,
GRADING 'C
CONCRETE FLE
77
BAFFLE
WATER LINE SEE NOTE 7
6$
7,;
CD
x
j 00
OPTIONAL VENT
ev��01
(D -0.1C
x
SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
SP �INGLINE -7, 12"
KNOCKOUT
A
Ln
r M4
k ,
W
>
w
Aw. el,or;
W.
g
ASPHALT DRIVE/PAVEMENT SECTION
-6
SCALE: NONE (DOT SECTION 9.22) SEE NOTE 6
% 1�47t
.4f
o
41
�n-
>1
a INTERIOR
m
IDPOT�:('TIVF rr)ATIKI('
A
-7 soy_
S
18" DIA. M.H. RISER W
6" SCH 40 PVC COUPLING CAST
A
4 A
Z,
ITH
w
A; em EAST JORDAN #2905
- , " ` : , X 11
i, V,
IN FOR 6" INLET PIPE SEE 18" DIA. M.H. RISER WITH
v FRAME AND COVER
W
2" VENT
0
NOTE 8 EAST JORDAN #2905 SEE NOTE 8,
W
�A
-YP.)
14�
FRAME AND COVER (T
SEE NOTE 1 q t
1 1/4" (COMPACTED) CLASS 2 BITUMINOUS zkl
6
2 V NT
" V
4 1,;� A .1
CONCRETE SURFACE COURSE M.04 co
a
F_ SEE NOTE 2
BACKFILL SEE
j%4 ..'a 1 3/4" (COMPACTED) CLASS 2 BITUMINOUS 6" DIA. PVC. INLET
7
NOTES 2,7 CONCRETE BINDER COURSE M.04
(BY MACK IND.)
4
_v
TACK COAT 4.06.03
6" (COMPACTED) AGGREGATE BASE M.05.01
b < X1
N Ln
0
x
c,
z X
4W
00
0 0',
01 00
0- 0
09% 1�vlo�
18" DIA. M.H. RISER WITH
EAST JORDAN #2905
FRAME AND COVER
CONSTRUCTION
—6" OUIET
ASTM C923
WATERSTOP
(TYP.)
EXTERIOR
PROTECTIVE
COATING
-e
6" Mk
k
6" MIN.
Ile
SECTION 'A REFER TO ELEVATIONS ON DWG. A-2
A:
CONFIRM wrrH MANUFACTURER.
NOTF*
Al
,7
4
6 SCH. 40 PVC COUPLING
CAST IN FOR 6" OUTLET
1. REINFORCED CONCRETE SHALL HAVE A COMP RESSIVE 6. SPACE TO COLLECT SETTLING SOLIDS.
(I.- U.,; �.4
_j
MI.
WWF 6x6 X W4xW4, M.06.01
PIPE SEE NOTE 8
STRENGTH OF 5000 PSI AT 28 DAYS.
7. VENTILATED AIRSPACE.
1
ALL RENCH E> CAVATION SHALL CONFORM TO THE RULES AND REGULATIONS OF THE
8" CONCRETE PAVEMENT M.03
6"
4'-0"
6"
e
2. 18" DIA. RISER AVAILABLE IN 12", 15" 24" HEIGHTS.
UUNP.L.ClICUI �]Alt INUU�)IKIAL UUMMIZ)bIUN; IHL ILlJtKAL UCCUPAIIONAL SAFETY AND
4 6" (COMPACTED) AGGREGATE BASE M.05.01
5'-0" 8. 2" GALV. STEEL VENT PIPE (APPROX. 25') TO BE INSTALLED AT CONSTANT
H EAL1_H ACT (OSHA); AND ANY OTHER GOVERNING AGENCY FOR TRENCH SHORING &
3. CONSTRUCTION JOINT TO BE SEALED WITH 1" CONSEAL UP HILL SLOPE TO A NEW 8' HIGH VERTICAL GALV. STEEL RISER PIPE &
ALL ()THER REGULATONS.
CS-440 OIL RESISTANT SEALANT. 180* BEND TO BE MOUNTED TO THE BUILDING EXTERIOR AT THE CORNER.
MAINTAIN ADEQUATE CLEARANCE FROM THE OVERHEAD DOOR. SECURE TO
2. ALL BACKFILL SHALL BE TAMPED WITH MACHINE MOUNTED TAMPING EQUIPMENT.
4. CONCRETE TANK SYSTEM SHALL BE RATED FOR H20 BUILDING WITH APPROPRIATE FASTENERS. MAINTAIN 6" (MIN.) CLEARANCE AT
NO FLOODING, JETTING OR PUDDLING OF BACKFILL WILL BE PERMITTED.
LOADING.
A All PIPF
X v X
BACKII 00 'X
FILL SHALL BE COMPACTED TO 98% UNDER BUILDING AREAS & 95% UNDER
rPAIZ'Z 00 DA\Cn APrAQ nC' IAAVIIAHkA I AD0DATr)DV r)DV M-KICITV DUD CT
5. PREFABRICATED TANK BY MACK INDUSTRIES, INC. 9. INLET AND OUTLET PIPING BY CONTRACTOR.
tA IVI u VZ70. ,I- .. I I
J TOP V1 EW (201 COLUMBIA RD. VALLEY CITY, OH 44280
m. Wr-4 Q
q%pou C
0
3 BEDCING LIMITS FOR R.C.P. AND D.I.P. SHALL BE AS SHOWN ON STORM DRAIN TRENCH (216) 483-3111), OR APPROVED EQUAL. 10. INTERIOR & EXTERIOR PROTECTIVE COATINGS PER MANUFACTURERS
o
002P
DETAIL, DVIG. A-3. O-Zt 0
RECOMMENDATIONS FOR CONCRETE TANKS.
q
4.
SLAG BEDDING SHALL NOT BE USED.
5. DUCTILE IRON PIPE USED FOR WATERLINE MAY BE PLACED DIRECTLY INTO THE TRENCH
SAND TRAP/OIL INTERCEPTOR DETAIL
�V, W,
VVITH THE BOTTOM SHAPED TO CRADLE THE PIPE & BELLS EXCEPT WHEN INSTALLED IN SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
J
ROC� ANC UNDER PAVEMENT OR STRUCTURES, IN WHICH CASE, BEDDING SHALL BE AS SHOWN.
SCALE: NONE
NOTES: 1 . CONTRACTOR TO SUBMIT CONTRACTION & CONSTRUCTION
6. INSTALL A MAGNETIC DETECTOR TAPE WITH THE RESPECTIVE UTILITY DESIGNATION 12" ABOVE 4�29
WORK
JOINT DETAILS & SPACINGS FOR ALL CONCRETE
'ENTERLINE OF NONMETALLIC UTILITIES.
THE
WITH SHOP DRAWINGS FOR APPROVAL.
NEW DRIVEWAY CURB
7. TREN.HES UNDER PAVEMENT OR STRUCTURES SHALL BE BACKFILLED WITH AGGREGATE PER
DOT M.02, GRADING 'B', COMPACTED TO TOP OF TRENCH.
N CONCRETE DRIVE APRON SECTION
SCALE: NONE (DOT SECTION 4.01)
TYPICAL TRENCH DETAIL
�0
C.0
SCALE: NONE
4
LA
x.
�-4
A'4
4
1 1/2" R
tta EXISTINC, A�PHAI T PAVFMFNT
COMPACTED SUBBASE
TO ELEVATION
GEOTEXTILE OVER
95% STANDARD PROCTOR
1/2"
x4i. t
. . � A � _ - . . w� i� I
A
WIRE MESH BACKING
#4 BAR CONTINUOUS
MIN. 2" CLEAR
2x4 FRAME
JOINT SEALER,
-H
0
NG DRIVE
�T
CONTRACTION
�LOQFF PI ANIQ
NEW CONC. CURB
DOT ITEM M.04.02
JOINT L
ji�
RADIUS (TYP.)
-41 TAPERED
, 4�m
#4 BAR CONT. >A
CONCRETE CURB
CONCRETE APRON
Ix
8" THICKNESS p,
(SEE SECTION/ 7
d.
PROPOSED PAVEMENT
L -------- j THIS DWG)
ri. K
p_
PREFORMED JOINT MATERIAL,
DOT ITEM 6.01.05* w
Al 4
I dt
X
A
41-z
. fe
SEE PLANS FOR WIDTH
EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED WHEN
v
COMPACT BACKFILL
CURB IS ADJACENT TO FLEXIBLE TYPE PAVEMENT
4
AROUND INLET
A
PLAN
IN 6" LAYERS
q4 NOTE:
z 2"
so,, 04�*A A.
CONTRACTOR TO SUBMIT CONTRACTION & CONSTRUCTION
00
Z �zl w
VERTICAL CURB DEIAIL
7�
WORK
JOINT DETAILS & SPACINGS FOR ALL CONCRETE
cl
A4.
4 SCALE: NONE (DOT SECTION 8.12) WITH SHOP DRAWINGS FOR APPROVAL.
A.
44
lk
P.A
f, wm
W " i 1�: ,
4 ,
4
z
+
J,
A
A
.4
7:+'
41
7',
k I A I _1 - "
ult:
N
ULII/AIL Ur UUNU ALUNU
4,
-4t
V
1 GEOTEXTILE SHALL HAVE AN EQUIVALENT OPENING OF 20-4
"T
0
DRIVEWAY APRON
SIEVE AND BE RESISTANT TO SUNLIGHT. j.
m 4
4.
j
4-- 1. v , k,
r ".,w
SCALE: NONE
4
I 6m. it,"
.3K
R E V I S 11 0 N S
DAT BY DATE REV. B
TY OF THE BRIDGE
PER STONE/ R EV. B Y E REV. Y DATE REV. BY DATE
jL
FIRESTONE, INC. REAL ES
TATE DEPARTMENT. THIS 7
5
P.
3
K SWALES, DITCH LINES 0 R YARD I N LETS THIS DRAWING IS THE PRO
INLET PROTECTION DETAIL IN
'4
'7� nQAW1K1r 1(Z I nAKICn rA1 TWC'
ZDUALL: NUNL
4
Tl
A.
m
w
-A
7 7
F, A ov,
5. Z ;r4ifc
ry -
4 8
EXPRFSS CONDITION THAT IT
-3, SEAL LEGEND
IS NOT TO BE USED IN ANY
WAY DELETERIOUS TO THE
1� lk SYMBOL DESCRIPTION
INTERESTS OF BRIDGESTONE/
"m
SECTION A -A
SCALE: NONE
STORE NO.
PROPERTY NO.
162310
REAL ESTATE DEPT.
FIRESTONE,INC. THE ACCEP-
oii I --
c0ijiv.
(±jA
SECTION A -A
GCR TIRE TRUCK CENTER
TANCE OF THIS DRAWING
SHEET NO. A -8
WILL BE CONSTRUED AS AN
pj.
ACCEPTANCE OF THE F OREGO-
DETAIL NO. 1
260 CHAPEL ROAD
ING CONDITION AND AS AD -
MISSION OF THE EXCLUSIVE
SOUI H WINDSOR, CONNECTICUT
SHEET NO. A-7
DRAWl 33 BY THE BRIDGE-
ATTACHED X-REF'S
npAWKI Pys uun nhTr* a Pwz /OR
JOB
STONE/FIRESTONE,INC, REAI
ESTATE DEPARTMENT. ...... CHECKED BY: ASIL DATE:
'9
v,
REVISION DESIGNATION
NO.
APPROVED BY DATE:
,A. 'e" , zz
LOUIS PERR
2" SSUED FOR CONSTRUCTION ISSUED FOR BIDS
& ASSOC SAVE
BULLETIN #1 NAME
1121,300203 21JO0203
WADSWORTH, OH. 44281 F
(330) 334-1585 07 MISCELLANEOUS DETAILS
8
z N�
3/3/99 A 11/24/98 123-213001
1 1 drl� �
SHEET A-4
DWG. REV.
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
EXISTING
PAVEMENT
12" MIN.
TRENCH WIDTH VARIES
SEE TYPICAL TRENCH
SECTION
SECTION
BITUMINOUS CONCRETE
LIP CURB DETAIL
SCALE: NONE
�W UUI ANU �SLAL JOINI WIIH IACK COAT M 04.01
OR 1 1/2" (COMPACTED) CLASS 2 BITUMINOUS
)NCRETE SURFACE COURSE (OR
kTCH 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
JRBING
WIDTH VARIES EXPANSION JOINT AT BACK OF CURB
AND AT SIDEWALK LINE
EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE.
SIDEWALK TF�:SLOPE NOT TO EXCEED 1:12
GRASS j � GRASS
BITUMINOUS CURB LINE
RAMP S-0" MIN.
S-4" MAX.
(BOIH SIDES) lllll�tlL-LJ 1nyL_iVlL141 L.LVL.L
12" MIN.
NOTE:
SURFACE SHALL BE TEXTURED AND NON —SLIP.
NOTES:
DRAINAGE
DESIGN IN THE VICINITY OF RAMPS SHALL
BE AN INTEGRAL PART OF
THE RAMP
DESIGN. NO DRAINAGE STRUCTURE SHALL
BE PLACED WITHIN THE
1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR
LIMITS OF
THE RAMP.
PERPENDICULAR TO, THE CENTERLINE OF THE PIPE.
2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED.
CONCRETE
SIDEWALK HANDICAP RAMP
SCALE: NONE
PERMANENT PAVEMENT PATCHING DETAIL
SCALE: NONE
EXISTING
PAVEMENT
TRENTCH WIDTH VARIES
SEE TYPICAL TRENCH SECTION
SECTION
111 -1
)I ANU SEAL JOINT WITH TACK COAT M 04.01
]IMPACTED) CLASS 2 BITUMINOUS
7E 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
�UK A�) uIHERWISE APPROVED)
NO STONE LARGER THAN Sj
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 . - - I -
BULLETIN LOUIS PERRY &-Ass-o-c.-I[-:��F-K-�p7F-n-Tn--�-q-q-I
WADSWORTH, OH. 44281 ___1
(330) 334-1585 121,30 FOB ]1121,3002041
ALA' 3/3/99 JeW) I A 1 1 11/24/98 UrEl,
10 13/16"
CN
r,r)' TO inn' UNIMIRA trwrTW
50'-100' MINIMUM
EXISTING PAVEMENT
CD
EXISTING PAVEMENT
GEOTEXTILE
EXISTING GROUND SECTION
MINIMUM OF 4" OF AGGREGATE OVER
LENGTH AND WIDTH OF STRUCTURE
ANTI - TRACKING PAD
SCALE: NONE
PRE CAST CONCRETE UNIT =
a
ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
BRICKS, 6" TO 12"
ALL JOINTS TO BE
POINTED FLUSH & FULL
0
IRE CAST CONCRETE OR
'ONCRETE MASONRY UNITS
IRE CAST SUMP OR
;LAB (OR EQUAL) 3500 PSI
- 6" OF 3/4" CRUSHED
STONE
lo 1,3/16"
FRONT ELEVATION SIDE ELEVATION
NOES
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.
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
21JOOJ10
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.
TYPE 'C-L' CATCH BASIN
SCALE: NONE
REY Il S I ON S STORE NO. PROPERTY NO.
REV. BY DATE REV. BY DATE REV. BY DATE R EV. BY DATE
162310
2 4 6
SEAL LEGEND
SYMBOL DESCRIPTION REAL ESTATE DEPT.
0 SECTION A -A
�c
SHEET NO. A-8
GCR TRUCK TIRE CENTER
A�
DETAIL NO. 1 260 CHAPEL ROAD
��7 SHEET NO. A-7 SOUTH WINDSOR, CONNECTICUT
0, 2� 1 DATE: 9/28/98
DRAWN BY: MWD
*4 REVISION DESIGNATION JOB NO.
41
CHECKED BY: ASL DATE:
A
-OVA
APPROVED BY: DATE:
8332
�8,'. � 11
TOWN OF SOUTH WINDSOR DETAILS SHEET A-5
DWG. REV.:
ADJUST TO GRADE WITH COURSES
OF CONC. BRICK OR CONC.
GRADING RINGS (SEE NOTE 1)
CD
1',2',3', OR 4' RISER SECTION
AC DE-01 IDC_r)
r�J [\LQU I\LU
FOR DETAILS, SEE ELASTOMERIC COUPLING
AND FLEXIBLE MANHOLE SLEEVE
4' MIN. TO JOINT
3/4 PIPE I.D.
4-0"
SEE CAST IRON MANHOLE
FRAME & COVER DETAIL
VARIES 6" TO 12"
(MANHOLE STEP
S 1
E:* STANDARD DETAIL)
--SEE JOINT DETAIL (BELOW)
—BITUMASTIC
DAMP PROOFING
4'-0" MIN.
TO JOINT
FLO
-
CLASS "A" CONCRETE OR BRICK 6" 4
'�4VEPT*FL, - ':
MASONRY SELF-CLEANING INVERT
R BRI CK
NG I 7NVERT T*CL,_
CLASS "A" CONCRETE
"'w
3/4" BROKEN TRAPROCK
ELEVATION
2 DEGREES MAX.
---COLD APPLIED NOTES
BITUMINOUS
ROUND RUBBER GASKET JOINT--/" SEALER 1. TOP STEP TO BE A MAXIMUM OF 12" BELOW TOP OF MANHOLE FRAME & COVER
ELEVATION.
SPIGOT & BELL REINF. 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
Anmonucn cni Al
SIN
PE
TRAP HOODS SHALL BE INSTALLED
IKI A (ATrU DAMIC
ALL
TRAP HOOD INSTALLATION
SCALE: NONE
EWER MAIN LINE
STANDARD PLUG
TRENCH LIMIT
-pi --- — - — - — - — -
4 PIPE, AS SPECIFIEDt
STANDARD BEND, SIZE ASi REQUIRED
-STANDARD WYE, SIZE AS REQUIRED
PLAN
EXISTING GRADE
o-o-pT
0-1
MIN. GRADE
Lj,
��: ',-
SEE NOTE 2
3/4" BROKEN TRAPROCK
uj
ivn)
V�
PROFILE
NOTES
1. FOR TRENCH REQUIREMENTS, SEE TYPICAL TRENCH SECTIONS DETAIL &
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
14"
n
PLASTIC OR FIBERGLASS MANHOLE STE
INSIDE FACE
MANHOLE
OF MANHOLE—�'
POWER SLEEVE FLEXIBLE SLEEVE
PIPE
-a
LrPl.rPE
TAKE-UP STAINLESS STEEL STRAP
CLAMP GASKET-/
L
ELASTOMERIC MANHOLE COUPLIN FLEXIBLE MANHOLE ;LEEV
KA,&t\ipni P, pipp rni\il\lPrTIOI\lq
MISCELLANEOUS MANHOLE DETAILS
SCALE: NONE
2"x2" WOOD STAKE WITH
4"01!x 1/411 STEEL CAP
LAWN STREETS
CROSS-COUNTRY PAVED AREAS
TOPSOIL & SOD OR SEED-7
4
<4
1 )0- -a
41 <
4
.
.1
C-4
.
A
4�
Fa
Lu
a_
0-
L11--4
O.D. PIPE
- _-_j
C14
Q0
SECTION
APPROVED GRANULAR NON -
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
ONE FOOT (1') (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-34', AS AMENDED, PLACED
3
12" (MIN.) TO 24- (MAX.) ABOVE
TOP OF PIPE.
SAND BLANKET
PIPE, AS SPECIFIED
3/4" BROKEN TRAPROCK
12" SAND MIN
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
Tn 0) AK[r) QUA IICLJTn llr)00 nC
IU . LLITIM AND SHALL MEETi fVl/-UO �U
FILTER FABRIC
(SEE NOTE)
? - I— . i
4 , ., ,
:2;
i
-6"
2
Q0 PIPE IN GROUND WATER
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NONE
8- 1 1/2" DIA.
BONDING HOI
2'-0 1/2" 3/4"
2- 1 112" DIA. 00 00 C14
HANDLING HOLES -\ > '>
CN
2001 1
1 '-9 3/4 DI
CN 6" 3' DIA. 6"
4' DIA.
SECTION B—B
CAST IRON FRAME
NOTES:
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.
b
4-
El STORM MANHOLE
S
ALTERNATE
f J, A
7v
C/) El
�k
4;
w
El 0 Ll 0 0 0 0 0
El
Lj
�n
0<>
0
0
cl
0
o o
0
0
A
0 0 0
0
0
0 0
0
O\A
0
9.� 7 /A"
1 1/4" 1 1/4"
,4- co co
3/4 2
1 1/2" 9/16"lo
1 15/16"
C,4
SECTION A —A
CAST IRON COVER
CAST IRON FRAME & COVER
SCALE: NONE
FINISHED GRADE
6" TO 12"
BELOW GRADE
TRAPROCK
UNDER BEND
TYPICAL CLEANOUT DETAIL
SCALE: NONE
THIS DRAWING IS THE PRO-
R E V I S 1 0 IN S
STORE NO.
PROPERTY NO.
PERTY OF THE BRIDGESTONE/
REV.
BY
DATE
REV.
BY
DAT
REV.
BY
DATE
R EV.
BY
DATE
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
WAY DELETERIOUS TO THE
SEAL
LEGEND
REAL ESTATE DEPT.
SYMBOL
DESCRIPTION
INTERESTS OF BRIDGESTONE/
FIRESTONE,INC. THE ACCEP-
SECTION A -A
TANCE OF THIS DRAWING
SHEET NO. A-8
GCR
TRUCK
TIRE CENTER
WILL BE CONSTRUED AS AN
ACCEPTANCE OF THE FOREGO-
ING CONDITION AND AS AD-
DETAIL NO. 1
26u
u HAHEL
RUAD
MISSION OF THE EXCLUSIVE
�7
SHEET NO. A-7
SOUTH
WINDSOR,
CONNECTICUT
OWNERSHIP IN AND TO THE
'o 0,�,5 z
Q 2
ATTACHED X-REF'S
DRAWING BY THE BRIDGE-
STON E/Fl RESTON Ej NC. REAL
Ae
_x\z
Q)
REVISION DESIGNATION
DRAWN BY:
MWD
DATE: 9/28/98
JOB NO.
ESTATE DEPARTMENT.
4-,.fkjAL
"'f-4�f
CHECKED
BY: ASL
DATE:
:
-1, i 1�110*1
,
1
11 APPROVED
BY:
DATE:
83,32
ISSUED FOR BIDS SAVE
",
Ax"'
LOUIS PERRY & ASSOC. NAME 7e?
i WADSWORTH, OH. 44281
(330) 334-1585 1 02-213W 121,3002051 TOWN OF SOUTH WINDSOR DETAILS SHEET
-A 11/24/98 '7 q"i -6
T 21JO0205 A
DWG. REV.:
ISSUED FOR CONSTRUCTION
BULLETIN #1
3/3/99
MT rl I I r-) r)
RIGHT OF WAYJ EXPANSION JOINT MTL
STREET LINE R.O.W.
VARIES 1 4' 1 1,
MEET TOP OF CURB, OR EDGE OF 6" 6" -
PAVEMENT IF NO CURB EXISTS \,I NFNIE�'
V
BIT. CURB 3:1 MAX.
RESIDENTIAL
MATCH EXSISTING
4" TOPSOIL & SEED GROUND
r4" TOPSOIL & 7SEED
8" PROCESSED OR BANK RUN GRAVEL
MEET GRADATION OF M2.06 GRADING B
OR M5.01.1.
5 cz
" CONC. SIDEWALK
(8" CONC. AT DRIVES WITH 6"X6"Xl0/1O WIREMESH)
TYPICAL SIDEWALK DETAIL
SCALE:
EXCAVATED
TRENCH WIDTH
NONE
NATURAL CLAY
3/4" BROKEN TRAPROCK (TYP.)
4r
41.
4,
------- FLOW�
�.4 4
3 4 -4
'4
PIPE
4'-0" (MAX.) (TO
OUTER MANHOLE WALL) 1'.:6" 2' YIN.
FULL TRENCH WIDTH � Z-(FROM PIPE JOINT)
PLAN VIEW
��LL NUIL #,5
SAND BLANKET (TYP.) FABRIC SEE NOTE 4 PIPE
A
I A 'A
.A
.. A A
BOTTOM OF EXCAVATED TRENCH
- NATURAL CLAY
3/4" BROKEN TRAPROC\K (TYP.)
TO TOP OF PIPE.
PROFILE VIEW
NOTES
1- CLAY DRAINAGIT 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.
A TUD C-ADDI(' CUAI I DC- KInkilAtOl III-KI (11 ACC 1) WITU OCTMIT-171\11TV n[- n.r Tr)
FILI Ll\ I l\L)I\P,, JI IMLL. UL INUPOWULVLIN UL/AJO L , VV I I I FLI\IVI I [IV I I VI V J I U
0.1 SEC-1 AND ADS OF 0.43mm TO .22mm AND SHALL MEET AASHTO M288-96
NATURAL CLAY DRAINAGE STOPS
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/ENGIN EER 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.
P A R TI 2 - P R 0 D U C T S
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
'13' PER TYPICAL TRENCH DETAIL
2. UNDER GRASSED AREAS: SELECT ONSITE MATERIAL PER
SECTION 02300.
PART 3 - EXECUTION
3.01 INSPECTION:
A. VERIFY THAT STOCKPILED FILL TO BE REUSED IS APPROVED.
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.
B. WHEN NECESSARY, COMPACT SUBGRADE SURFACES TO DENSITY
REQUIREMENTS FOR BACKIFILL MATERIAL.
3.03 EXCAVATION:
A. EXCAVATE SUBSOIL REQUIRED FOR STORM SEWER, SANITARY
SEWER, WATER ETC. TO TIE IN POINTS AS REQUIRED.
B. CUT TRENCHES SUFFICIENTLY WIDE TO ENABLE INSTALLATION OF
UTILITIES AND ALLOW INSPECTION.
C. HAND TRIM EXCAVATION AND LEAVE FREE OF LOOSE MATTER.
HAND TRIM FOR BELL AND SPIGOT PIPE JOINTS.
D. REMOVE LUMPED SUBSOIL, BOULDERS, AND ROCK.
E. EXCAVATION SHALL NOT UNDERMINE ANY EXISTING FOUNDATIONS.
F. CORRECT UNAUTHORIZED EXCAVATION AT NO COST TO OWNER.
G. FILL OVER -EXCAVATED AREAS UNDER PIPE BEARING SURFACES IN
ACCORDANCE WITH DIRECTION BY ARCH ITECT/ENG IN EER.
H. STOCKPILE EXCAVATED MATERIAL IN AREA DESIGNATED ON SITE BY
ARCH ITECT/ENG IN EER AND REMOVE EXCESS SUBSOIL NOT BEING
REUSED, FROM SITE.
3.04 BACKFILLING:
A. SUPPORT PIPE DURING PLACEMENT AND COMPACTION OF BEDDING
F! ILL.
B . BACKFILL AND COMPACT TRENCHES TO CONTOURS AND ELEVATIONS
IN ACCORDANCE WITH TRENCH DETAIL. DO NOT BACKFILL OVER
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
3/3/99
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
PFr)I IIPFKAFNITq PP-KAr)\)fF Wnf?V PFPl Ar'F ANin Pp:'TPqT
SECTION 02230 - SITE CLEARING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. PROTECT REMAINING SlITE 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 15-INCH THICK LAYERS
TO DENSITY OF SURROUNDING ORIGINAL GROUND.
E. DISPOSE OF WASTE MATERIALS, INCLUDING TRASH, DEBRIS, AND
EXCESS TOPSOIL, OFF OWNER'S PROPERTY. BURNING WASTE
MATERIALS ON -SITE IS; NOT PERM;TTED.
SECTION 02300 - EARTHWORK
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING MATERIALS
BEYOND INDICATED SUBGRADE ELEVATIONS OR DIMENSIONS
WITHOUT DIRECTION BY ENGINEER. UNAUTHORIZED EXCAVATION
AND REMEDIAL WORK SHALL BE AT CONTRACTOR'S EXPENSE.
B. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES
OCCUPIED BY OWNER. PROVIDE TEMPORARY UTILITY SERVICES.
PART 2 - PRODUCT'S
2.1 MATERIALS
A. SATISFACTORY SOIL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW,
GP, SW, SP, AND SM; FREE OF ROCK OR GRAVEL LARGER THAN 2
INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN
MATERIALS, VEGETATION, OR OTHER DELETERIOUS MATTER.
B. UNSATISFACTORY SOIL: ASTM D 2487 SOIL CLASSIFICATION GROUPS
GC, SC, ML, MH, CL, CH, OL, OH, AND PT.
C. BACKFILL AND FILL: SATISFACTORY SOIL MATERIALS.
D. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF
NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR
CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95 PERCENT PASSING A
1-1/2-INCH SIEVE AND NOT MORE THAN 8 PERCENT PASSING A
NO. 200 SIEVE.
E. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A 1-INCH
SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO. 200
SIEVE.
F. DRAINAGE FILL: WASHED, EVENLY GRADED MIXTURE OF CRUSHED
STONE, OR CRUSHED OR UNCRUSHED GRAVEL, ASTM D 448, SIZE 57,
WITH 100 PERCENT PASSING A 1-1/2-INCH SIEVE AND NOT
MORE THAN 5 PERCENT PASSING A NO. 8 SIEVE.
PART 3 - EXECUTION
3.1 EARTHWORK
A. PROTECT SUBGRADES AND FOUNDATION SOILS FROM SOFFENING
AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST.
B. EXPLOSIVES: DO NOT' USE EXPLOSIVES.
C. EXCAVATE TO SUBGRAIDE 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
ISSUED FOR BIDS LOUIS PERRY , & ASSOC.
WADSWORTH, OH. 44281
(330) 334-1585 -21 0 6
A 11/24/98 A I- I El F56-1102 30071 121,30 20 1
%l
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 INC HES
Aim
IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT.
COMPACT EACH LAYER UNDER STRUCTURES, BUILDING SLABS,
r') A N f r- k A r- K I -rC- A K I n I A I A I I /I A I A \IC' -rt'\ n C: r) r- M " r- K I-r n r- I A A L A I I k A n r',\/
r-/-WrLIVILIN 1 0, MINU VV/-ALr\VVMI Z) 1 0 9 1 r- E R C E N 1 0 r IVIMA MUM UMT
DENSITY ACCORDING TO ASTM D 1557; ELSEWHERE TO 90 PERCENT.
w
H.
GRADE AREAS TO A SMOOTH SURFACE TO CROSS -SECTIONS, LINES,
AND ELEVATIONS INDICATED. GRADE LAWNS, WALKWAYS, AND
I IMPA\/Fn ':�l JRr.RAr)F`� TO TOI FRANrFc, OF PI I 1`� C)R KAINII jc�
1 - '�4 1 PAV'EME'NTS AND AREAS WITHIN BUILDING LINES TO
1 NE�
PLUS OR MINUS 1/2 INCH.
I .
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
SUBGRAIDE 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. 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 33 - CONCRETE 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.
C. 4" THICK REINFORCED CONCRETE SIDEWALK.
n Al I (nNIrPFTF ('I IPPq Tr) PF INI rnNiFnpKAANIrf7 �A/ITI4 nPTAII q
(CONTINUED ON DWG. A-8)
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
21JO0206
R E V I S 1 0 N S
BY I DATE REV. BY DATE
SEAL
SYMBOL
4.0
0/0
17
5
6
.EGEND
DESCRIPTION
SECTION A -A
SHEET NO. A-8
DETAIL NO. 1
SHEET NO. A-7
REVISION DESIGNATION
STORE NO. PROPERTY NO.
EV.
BY
DATE
162310
8
REAL ESTATE DEPT.
GCR TRUCK TIRE CENTER
260 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT
DRAWN BY: MWID DATE: 9/28/98
CHECKED BY :ASL DATE:
APPROVED BY: DATE:
JOB NO.
8332
TOWN OF SOUTH WINDSOR DETAILS & SITE SPECIFICATIONS
SHEET A-7
DWG. REV.
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.
2.04 FORMWORK AND ACCESSORIES:
A. FORMWORK: MATCHED, TIGHT FITTING AND ADEQUATELY
STIFFENED TO SUPPORT WEIGHT OF CONCRETE WITHOUT
DEFLECTION DETRIMENTAL TO TOLERANCES AND APPEARANCE OF
CONCRETE.
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. PDn\/ln�_ C:_VD(_)QL:-n- Q1 lDC_Ar'C_C r)C7 UlAl VC AKIn r-n?\lr-DC_TC_ AMOnKi U/IT
1"_jv L.IL- i-/\l '.)Ljl\l k_)i vvt-\Lr\.-3 t-�iNiu 1_1\r-i\Utj VV 1FH LIGHIT
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 ASTM F 477 ELASTO M ERIC- 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 PERCENT (1:100) AND 36-INCH
MINIMUM COVER, UNLESS OTHERWISE INDICATED.
C. USE CATCH BASINS FOR CHANGES IN DIRECTION, UNLESS FITTINGS
ARE INDICATED. USE FITTINGS FOR 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 Cl 1 1 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, FM APPROVED FOR FIRE -PROTECTION 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-PSIC (1380-kPa) WORKING PRESSURE, MECHANICAL -JOINT ENDS.
1. VALVES SHALL BE COMPATIBLE 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: ASTM 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, FULLY 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. P-ipp- PynpANITq- AVd\AIA (-C7,n) A\A/\A/A (-AQT_lQ(_)Kl Qnr)v, (-(-)h ADD FQQ I r) N I —TVDC:-
� .1 — . . I — \1 1� I . — I — I'll — - I — — �� � I ll\�lv ��L� i �\_/lvll I I I L_
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
BULLIETIN #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 AT 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, HOT. -MIX AGGREGATE -
ASPHALT PLANT MIXES PER DETAILS.
B. TACK COAT: ASTM D 977, EMULSIFIED ASPHALT OR ASTM D 2397,
CATIONIC -EMULSIFIED ASPHALT, SLOW SET7ING.
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 SURF -ACE 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 PAINT WITH MECHANICAL EQUIPMENT
TO A MINIMUM WET FILM THICKNESS OF 15 MILS.
SECTION 02920 LAWNS AND GRASSES
PART 1 — GENERAL
1.01 SFCTION RFOUIRFMFNTI-;
A. SUBMIT PRODUCT CERTIFICATES, GRASS SEED CERTIFICATION, AND
PLANTING SCHEDULE.
B. MAINTENANCE: WATER, FERTILIZE, WEED, MOW, TRIM, AND ESTABLISH
LAWNS. REPLANT NONUNIFORM, BARE, OR ERODED GRASSED AREAS
AND REMULCH. MAINTAIN FOR NOT LESS THAN 30 DAYS.
PART 2 — PRODUCTS
2.01 GRASSES
A. GRASS SEED: FRESH, CLEAN, 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, LATEST EDITION, SECTION M.13.04.
2.02 SOILS AND AMENDMENTS
A. TOPSOIL: ASTM D 5268, FREE OF STONES 1 INCH (25 mm) OR
LARGER.
B. LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE.
C. PETE HUMUS: FINELY 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.
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: COMMERCIAL -GRADE COMPLETE FERTILIZER,
CONSISTING OF 1 LB/1000 SQ.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 MULCH: PEAT MOSS IN NATURAL, SHREDDED, OR GRANULATED
FORM, OF FINE TEXTURE, WITH A pH RANGE OF 4 TO 6.
PART 3 — EXECUTION
3.01 PREPARATION
A. PLANTING SOIL: MIX SOIL AMENDMENTS AND FERTILIZERS WITH CLEAN
TOPSOIL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B. LOOSEN SUBGRAIDE, 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.
3.01 PLANTING
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 SQ. FT.
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.
ANI lr)FNlTlM('A Ir)NI TADC- CUM 1 017 01 IDIC-r-) ADD1Dr)VIkAAT 1 ' A p r-%\ / c-
r_%l 14 -%TION I AF E -N L. L. _3 -�F F 1\% -\ I ELY I /_,� L) U V L_
L. IDEN I it 1, - it it E L_ L) U I \ L_ Ll t _)^ Wit L_ I
THE TOP OF ALL GAS MAINS, SERVICES AND SLEEVES.
1.02 TRENCHING (EXCAVATING)
A. ALL EXCAVATION WORK WILL BE IN ACCORDANCE WITH THE DIRECTION
OF THE COMPANY AND IN COMPLIANCE WITH THE REGULATIONS OF
THE AUTHORITIES HAVING JURISDICTION OVER THE STREETS, ALLEYS,
RIGHT-OF-WAYS, OR PROPERTIES WHERE THE WORK IS TO BE
EXECUTED.
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.
1.03 BACKFILL
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
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
-7-P-1 F--Tn--Q— 1=1
ISSUED FOR BIDS LOUIS PERRY & ASSOC. F n 6711
WADSWORTH, CH. 44281
A 1 1 11/24/98 (330) 334--1585 12130 F061102-2 121-3002071
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
IKITCDUCTS OC 0DInrC"C nKIC'
W, 131, DGIESTUN1_1
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
21,300207
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 V 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 II S 1 0 N S STORE NO. PROPERTY NO.
REV. BY DATE REV. BY DATE REV. BY DATE REV. BY D E
162310
2 4 6
SEAL LEGEND
ISYMBOL I DESCRIPTION REAL ESTATE DEPT.
SECTION A -A
SHEET NO. A-8
GCR TRUCK TIRE CENTER
DETAIL NO. 1 260 CHAPEL ROAD
1,� �7 SHEE7 NO. A-7 SOUTH WINDSOR, CONNECTICUT
DRAWN BY: MWD DATE: 9/28/98
�c
i: A c- REVISION DESIGNATION JOB NO.
CHECKED BY: ASL DATE:
tvA L APPROVED BY: DATE:
8332
Y3 SITE SPECIFICATIONS SHE
) 7 ET A-8
DWG. REV.
'T,ozz,en o-P. SoatA ?dizzd6ot
1541) SLJLLrVAN AVr:NUIE - :SOUTH WINDSOR. 01391JIM, 06074
ARIZA COCE 2031644-25ii
November 19, 1998
1&. Dalvid Richard
Bridgestione�Fir6stow
2550 West Golf Roed
Rolling.MLeadows, IL 0"0008
PX3 It ridges�neMreston e
2 60 Cb a p.-A Road
90VTn U?INDSOR, CT
Dear fvJz. Ricliud" .
The Sotitb Windsor WaW Pollution Cjontwl Authority, at its re0ar mmthT of N,��-vembcr 17,
19K SaNe. appmal for the connwdoa to the Town's sewerago syst= of a con-anercial building
at 260 C"pel R*ad, as mom spedficolly rihown on plau crititled "lireseotieTrucic Tire Contor -
South Windwr, Covnecdmt - 260 Cbapel Road7 prcp=d by Louis Perry & Associatcs'.
Waftwovh, 01H 4428 1, lob No, V32, Sheet A-2 dated S�pL U, IM4 Rey, #1 datzd Sqptmb�r
29, 1998 and Rev. #2 dated Oct- 29,1998, and:&ubj"l to 11i.e. following conditioas;
TccJm1C-A1 approval of the. T.D;m Engineelizig Dapartment,
I Final Authority approval and a=qtan-ce of the saniukry sevecrago be
giyen onct the semtr lino hs beon insWled and inspactcd by tho Town staff, anJ Wsed
upon the wriaen verification of the Towa staff that safd &%-aitary sawer line was installed
in wbstatitial oontonumice: with the design plans proViOLISI.Y aPPI117OVed by the Authority,
aind n)enng all Town replatio wand appropri att technical sp. ecifications. r0ftting to
swiltar
y sewer o�nstmction,
3. The Town's on sim numhok requirement 8h�dl be mQ-t-
4. AD State and Town oil and requ. irementssh all bo inet.
$_ A conae-cfiori ohargc of S 12,000.00 shall be� paid at the timc of conialion,
6. This approval letter must be supedrnposod on t1w, finalappxoval. plans,
Ve7 tr2ly yolirs,
Th6l-nas 111:34scan, ch�dmlftn
Water P-alliation Contfol Authority
TH-rt
Wr Tona Gmno, C;CP, Truck Mro Ceat=
h4r. RobeTt L_ Misutka, Loijs Pcrry & Assmiate,&, Inc.
h-fatthew Gaffigan, Town lyfama-gor
b4ichael 1, (3antick, Dixector uf Public Works
jQrty Jazznu, TowaEngineer
Marcia N-mach, Director of Planni
3ohn Colljn,�, Chief Building Inspntar
o-le SotdA,
24
I&SO %LJLLLVAN AVCNVr= - SOUTH ;VINE)SOFIL, COHN- ()W
AA:EA CODU M 1644-2-5 %1
November 5, 1998
Certified Mail
Dave Retchaxd
Bridgestone /Firestone, Inc.
2550 W. Golf Road
Rolling MeaAowz, JL 60008
Dear Mr. Reichard,
Ro: Appl #98-54P, Bridgestone/ Fi=stone, Inc. Addition — 260 Chapel Road, FSouth
Windsor
At the Noverriber 4, 199,S regular zneeth-�9, the injand wetlands Agency/ Conservation
V-% -A ---4.--- 1 TNI4-_��
e U& %, Inc. - rons-r-tit'10'" Phir,
commission approved appi 7fVks-b1+17., 5x7Q%c&dz5L04W/ ri S', L .11 1- V
approval for the. cons.LnIction of A 19,1000 sq, ft, 17uilding with associated improvements
on approNimately 4.5 acres locatcd on the easterly side Of John Fitch Bc'ulevard and
northerly of Chapel Road, Lzone (Assessor's map 422, parcel 11) as, silhown on plans
prepared by Louis PerTy & Assoc. Wadsworth, OH; 444281, Job No. 8,'332 and revized
through October 29, 1998. Thi5 approval issubject to the follo�Arig Conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon,
m-List be submitted to this> Cormnission. This must be completed within 55 days of
apProval prior to any construction activitY or' the sitc. Plans submitl:i�d to Planning
8& Zoning Commission sh;�dl be considered having met this requirement
2, The appikation 811811 irlderanit, and hold han-nless the Tmvn of ,3outh Windsor
ag,ainst any liability, which 111�ght-re:3ult fron-1 t1-je proposed operation ol use.
3. The permit is valid for five years and $hall expire on Nov=ber 4,"3003- It is the
landcm=r(,q)/&pphcant(z) respon-oibillty to track expiration dates and noti�, the
Con=issiorxcif a renewal request at least 65 days prior to expiration.
4, All appTov-als required must be obtained and submitted prior to any activity, on the
site,
5. A contact person shEdl. be idaritified on the plans,
6. Wo recommend a bond in the amgunt of $2,,000 be zubmitted to the Planniug
Zoning Commission to en:sure oonapliance, with the Ero:sion and Sedimentation
Control Measures.
Very trilly yo'LM,
INLAND VIETLANDS AGFNCI(/
CONSERVATION COMMISSION
Eliz-abeth A. Warr=, Chairman
EAIV/prnm
Cc: Chief Building Offikial
Planning & Zon�ng Commission
Ta%vn'Engineer
Louis Pei7y & Associatee, Inc., 165 Smoke6se Drive, Wadsworth, 10H 44281
1
ATTACHED X-REF'S
I 17T 1 1 r7l)
L
ISSUED FOR CONSTRUCTION LOUIS PERRY & ASSOC.
BULLETIN #1 WADSWORTH, OH. 44281
i 1 1 3/3/99 (330) 334-1585 Dill 02-2130011121,300215 1
7' r.,
I L
il-� ��Iv
�41
1 W3 91JILLIVAN AV RN U1 i iDOUTH MRO EMS, CONN. WV4.
A?1IEA COUZ -aM 1-6 49--ga 14
ltj'
"J74
Nim=ber 16, 1 PD$
Mr. Dav a Rzizhttd
T�rjdog Onvne &tona' rho.
RAW Me ukms' a, 6 =8
V,r.e Pic plimsed to a&-d9-c yoll that IP la�Ln Zmitg C*=lSsionVoted 1=Nav=b rr 10, 1998 to appiove
wM =difintiom thr, aboyc x8cm-ucid appliaLtio-a �x a Vto Plan oMeyetapmevit,
T1-I1&:Vpawv,d is.&r 6a omuft-wtim Pf --k I Qj 60 ;q K Wity 0!ft 7zjM* loarted At 260
iWm a p �= pWwd'�y L=6 N* Am�acgteR, J06 N.D. Z392 �09 11=99, 9S MAW, Tt� a appoval
Is �u*m m t-v followWg =0 cajdmsi.
1, �tbr to m=mwmmt of my alle woTI; wz MIng mu= b o NIA)i! Tmn $WT,
2. No ��4hg pzbit IiAl i b..'; i�� nW 01r,' Lml =y3ars have b cap Bled in Iffie; T own Clork's DfEue,
n'Ll's 4WHc4tion 11a t4s&�t to thc -GUM&-idom of -Vpr!yW of the IrL' md W4iitWs Aguacy)Cbwmvian
C!o=nhB1c3; iwludiaq a bon d in the amaimt o f $2,0100,
4, An u�b -ulh p lati is rvquftz4 p&r lo inuuwe da Csr0_c,&f* of Cvo.Wanoy p=:gection 9, 1. 10 of tht 2oning
drains Rm requirad if the bufld ing -no a bum
6: Laiftop& bnd in thC. Munt 0-f S 1,000 is requird lmd mum be 3LftdttC4 pl�or to 511n g 0 f mylm
7. Ali plaw =Ota tbw kldby-aw 4ml4p W V0hC±izr-d;S�g=tura afthaTcnftof
5-n%wildmr,
8, IMA gpWvOl fE requkod
9. A -waiver ia r,&*d to nUcwr the a,,=hevA doors fackg ChVel PA
12, Md.Wzft;&nft plan F" ffio ratmtionAmtmis� J�a 411b�Mi+w �za rzf6ewed bythm%wm Rtgiaftr ew.-31 fb=
(4) -yea!G or wmr;f ek� &-�ed ti-mmsaryty tte T4WMEMginstr.
BlMk Md Whit$ tN]W=t MY-llfa Of ShCCA #2 Wfth thc 4X IM MI)difiDlh=�, ftged='Ath thru b2uepint
Th 0 bo�ftn of app royW cd diia Co=joloa u w-;j[ u tho Itl end TCt1=A8 AkgmqConfitrva�loa CaL;*&sjon
mm t�� rq=NPV d un thl; MY14M.
AAu Oc rtrxqus have- b"i aigbM by th a Commisrloi�, ttay 4 jloen =r�od to �-ou;ror long it thm- offir.0 artbz
Town CICTIL 'V�= f1lials Thase plars. a -wpy of 4aE mime be siftatcd to the Pimod,% iDopam-,ant,
VML�5r in* yam.
11LAM4WG A ZMIM40 ==Sroy
Fmk A. Cntw, Chairman
7AQd1V
0c: Town Evnew
Chid Buuaa� orldw
Asegs9or
S UP wirdmlut Of r 0 3111tJ an cmtml
THIS DRAWING IS THE PRC-
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/
FIRESTONEJNC. 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 OS I
C N S
STORE NO.
PROPERTY NO.
REV.
BY
DATE
REV.
BY
DATE
REV.
B
DATE
REV.
BY
DATE
1
3
5
7
162310
2
4
6
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. A-7
SOUTH WINDSOR CONNECTICUT
�7
<
REVISION
DRAWN BY: KSP
DATE: 12/10/98
JOB NO.
C N S'
DESIGNATION
CHECKED BY:
DATE:
APPROVED BY:
DATE:
8332
CITY APPROVAL LMERS
SHEET A — 9
DWG. REV.:
I
�X
Lit
i,jl� f
M-KIXA, I
M=
%I �
10
SAN. MH
TF=64.49
S 74*28'30" E
N/F
EVE C. HALLER, TRUSTEE
�JXNAG
xa(5.2
FIN
CONCRETE
66.8-
DEADMAN
#260 WALL
PONC.
PAD 1 2 STORY CONCRETE BLOCK
LO
66.8 64.6
06 61
APPROXIMATE LOCATION L _J 0)
OF LEACHING FIELD GRAVEL T 60.9
66x8
DMH 55.06 89.4' STORAGE
TF=65.00 WELLI x67.2 TRAILER,
UP - C�
6 COVERED LOADINGJ 0
APPROXIMATE LOCATION 04 NT 6.5 DOCK C14 31.1'
qIPE -
OF SEPTIC TANK 7. 1' )� � -!77
66.4 63.
66.8 63.4
-UNDERGROUND _ 762.6x 63.4
CB 11- 66.7 FUELTANK
TF=63.58 CB
TF=63.51 63.8
FL=59.28
FL=58.88 FL=59.41 6 DI _SEL Ul)
MIULAM (n
rVI r- crl ]�_.
cr
DMH bNDERGROUND
TF=64.57 PROPANE TANK
FL=49.07 C5
FL=58.57
LIGHT POLE
CL&P BITUMINOUS PAVEN(5NT
N/F 20176
3 �V _5NT J___
JOHN R. NIELSEN & SONS, INC.
LIGHT POLE 0
CL&P 67.5x
2 488
.5
z�s=0*03'1 1 <0' 0 IQ \
MONITOPVZ)�
L=1.44' E I_J_ , I I "� GRAVEL
'6/9.3 0
AREA:
FN .0 204,446 S.F.
RAILROAD 69.5
SPIKE CL&P 4.693 AC.
A _r)*z--z-71-zq," 99r17A
ruUNU CB 1�b
L=98.79' SNET TF=66.29 R= 1560.88'
L=1.44' CL&P
rri
#3117 FL=62.89 22573 M,
1. P. TO B E SET 080
GO 0
rr,
6 70.5
DETAIL
SCALE 1"=4'
CB CONCRETE
TF=66 0
FL=62.66 DEADMAN
FL=62.56 0 BE SET 69.7x WALL 70.6
MAU 0
. .... . cf� x70.6
TF=67.58 (10
FL=49.88 WOOD _ __/ --I
)OST__
FL=62.28 F)OST
68.9 x70.8 71.0
,L=03*37'35" SNET CHAIN LINK FENCE
z,00 \ \4 0
% 4-,q-�q I
C)= 1 ;7 an 00' 647.08'
F'\ I IJU%J.UU ULM'
L=98.79' ro S 33-42'45" W 26688
CH=98.78'
OPW 0 71. CL&P
CHB=N89'28'54 0
1�� 26687
0, M.S. CL&P
I
FOjND 26686
37, \�\O_ / / N/F
410
LEGAL DESCRIPTION "0\\ \\ SNET USI LIMITED PARTNERSHIP
Beginning at a point in the northerly street line of Chapel Road, which point is the southeasterly 4' CONCRETE SIDEWALK #3118
corner of property nerein descriutd.,
thence running in the westerly direction following a curve to the left having a radius of one POINT OF BEGINNING --X
thousand five hundred sixty and eighty-eight one -hundredths (1560.88) feet a distance of ninety- 0
eight and seventy-nine one -hundredths (98.79) feet to a point;
thence running North 22*02'15" East a distance of two hundred forty-three and fourteen one -
hundredths (243.14) feet to a point;
thence running North 76*21'15" West a distance of two hundred forty-five and forty-four one- W G
hundredths (245.44) feet to a point; WG 0 W SAN. MH
thence running South 38*55'35" West a distance of one hundred twenty-three and no one- TF=72.74
hundredths (123.00) feet to a point; BENCHMARK FL=59.46
thence running North 73*48'35" West a distance of five and nineteen one -hundredths (5.19) CHISEL CROSS IN
feet to a point; NORTH BOLT HYD\\
thence running North 74*28'30" West a distance of thirty and no one -hundredths (30.00) feet EL=75.1 73
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 CB It
to a TF=73.06
point; 4\
-four and twenty-three one -hundredths r
thence runnino North 15*31'30" East a distance of twenty F I =5 1
(24.23) feet to a point;
+h,mnr,p runninn North 38*39',30" East a distance of three hundred twenty-six and seventv-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*5910021 East a distance of three hundred seventy-five and no one -
hundredths (375.00) feet to a point;
thence running 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.
(n
30.00' BITUMINOUS
PROPOSED
FN 15*31'30" E PROPERTY
7, 24.23' LINE I
GRAVEL
CONNRAIL I.P.
FND
_56 2.6 - - - - - - - - - - - - - - -
\AV P. BITUMINOUS GRAVEL I.P.
FND I.P. TO BE SET FND
62.5x N 38*39'30" E _4�4Ldn E_
N2.,o&o'X63.
I.P. TO BE SET F 6
SNET WOOD POSTS 41Y W
1-— 91
ff 14156 -Xt)Z.Z 62x5 -64-
620
RAILROAD QlnlKlrl C14 �BLOCK
N 74*28'30" W
30.00'
I.P. TO BE SET
N 73*48'35" W-
5.19'
N/F
RONALD FRIFnMAN
I hereby certify that this survey plot was prepared for:
Bridgestone/Firestone, Inc.
I nwvom Tiflp Inqijrnnr.p (nirnnirrition
and umitomo 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.
62.7 __M0NMtT IN
WELL 123.00' 69XR
X -6 63.2x 62X8
F_ND- 167.6'
I.P. 62. 1_S_ 3��-_5 W
NOTES:
- - I- I I �% 1�/ A K I M I J A Il I i A C- M Ir- K I Mr3rM A Mrn 1KI A r% (�n 0 n A K 1 rl U WITU
f. INIZ) �UMVLT /ANU M/At- rl/A,-) Dr-r-IN rr\Lr'Mr\E_L) IN VVIIII
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
11 111^1 111 IIKII
TO LOCKIIONS OF ALL BOUNDARY MONUMENTATION; APPARENIT IMPROVEME-Niz)
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.
1) TWlq ql IP\/P-Y Iq Nr)T VAlin WITHr)IIT A IIVF ql('.NATIIRF ' AND FIVIROSIS170 SEAL
is'166�TE6i� i6NFC '�A�I�iS 6FMIN'1MAL FLOODING) PER
3. 0
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.
3y SVA�- ;>� �4�
�/�/,IOHN H. MILLER, P.E., L.S.
LIC. NO. 4142
SCALE IN FEET
40 0 20 40 80 120
2
10/29/98
ADDITIONAL TOPO ADDED
1
16/14/961
HEVIb DAT LIM
N o.
I Date
Description
Revisions
N/F
ANTHONY BOTTICELLO
I.P.
FND
\J
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 Dlon have been obtained from the best
F__ - -- - ___ ____ __
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
P.C. Check 4?j/n
Drawn 6.-r.).
C h e c k e
Scale 1 "= 40'
Date 8/10/98
Sheet
1
Of
1
Job No.
File No.