HomeMy WebLinkAboutDrain Layers Permit 408 Evergreen Way TOWN OF SOUTH WINDSOR INSPECTION REPORT
Permit No. 7970 Cont.x.aC `or SPAZ 'A'R=I3J,I CONSTRUCTION
Location 408 EVERGREEN WAY 1 d'dreso..` ': 50 PQtT-X-OFFT:QE RD
Type Work NEW SAN LAT
kiNFIELT7"y Z.T Q.60'8;2
PhOn "fro (a 4)795 s�683 -.
f>s'
�i
Date Insp Needed Dat
------------ =
_-
Time Insp Needed
T1a Insp
------------ ° 3
T
Inspected By C
-
Work in Progress
465V
/y�
--------"---- r'1 --I _C
�10�lEO�h
Fe
s.
:.
Date _1 I
i
i
i
Permit No. 7970 Town of South Windsor, CT
Permit Date 09/22/2005 Drain Layer Permit
Expiration Date 10/22/2005
Descrip: NEW LATERAL FOR STON.EO.' I� 'KI ` HRN ;.
Applicant
pp L n
Name SPAZZARINI CONSTRUGiICxT ,Acid i.4Q $UE]2GREEN WAY:..
Addr. 50 POST OFFICE Rb tr POAG & NEWEN"
H
ENFIELD, CT 0�0$2
Phone N 0 74 ? a:>:.::_:...>:.
The Drain Layer ass3gnecl t]�s'.,ps: ilkit hs � v 3:a,d 1.1, Oris SSit'ed by the
state and hereby agree, to �1:: the terms and coriditi .pS "Sst,'„forth in the
a
i.
ttached Conditions_:..%A'Y1�::':. ..�``:;,T�"<:,<:> >'<,`:�'.:;::_� ;>;::::;:_;: ,�. , ':.
wcx� s a2�..be. in a�bordanc� with 'I'bwn of South
Windsor standards, alb. OSI;A c�uir m uts', 'and .tk1e attaohec .,con'ditions.
Issued By
Date Inspected --------------------- IriS`2"C `2c 'By
Y APPLICATION FOR DRAIN LAYER PERMIT
TOWN OF SOUTH WINDSOR
PUBLIC WORKS DEPARTMENT
TOWN HALL
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CT
FEE $60.00
Location of proposed work: 0 0 , k Lot #
Street No. treet Name
Premises owned by:
Name of Firm: Q gp,7124 62 Phone:-ag).&4i.sag s
Address.of Firm:�o �6� G',/,�'�t ,E;,Q "�:/./ �✓! A,-o�aL
TYPE OF WORK:
Lay House Drain ; Repair House Drain
Lay Main-..; Lay Lateral-for Commercial/Industrial
Building— of acres
Connection will be made with 4
Existing Water Supply: Public Water_ Well
Proposed Start Date Estimated time for completion
ALL WORK TO BE IN ACCORDANCE WITH TOWN OF —
ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT STANDARDS,
Permit-is to be issued to
the holder of Drain
Layer's License No. 22-q 7,j Only holders of P-14!DDr W-9 licenses
Will be issued a permit. PERMIT WILL EXPIRE THIRTY(30)'DAYS AFTER
DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms
and conditions set forth in the permit and attached thereto. Applicant has received
Town Street Excavation Permit No. and/or ConnDOT Permit No.
CBYD No. -2005 -,390 NCO O
Signed: Print Name:
Li jed Drain Layer
Date:_ 9/z/os
standard FormsWermitAAPPLICATION FOR DRAIN LAYERS PERMrr.doc
STANDARD HEAVY DUTY
AND COVER.
► T-4
--IN UNPAVED AREAS ANCHOR FRAME
WITH CLASS A CONCRETE
-ADJUST FRAME GRADE W/BRICK
WITH A MIN HEIGHT OF 112 MORTAR AND
A MAX. HEIGHT OF 12"
C) 2--0" Dik 2 COATS BITUMINOUS
WATERPROOFING MATERIAL
o z
MANHOLE STEPS TO BE CAST IN PRECAST
UNIT DURING MANUFF CTURE.
u A
--RUBBER 0" RING GASKET
OR BUTYL ROPE JOINT 9-
PAL {TYP
SLOPING SHELF TO DRAIN
o
q LINED INVERT (SAN MM. ONLY)
BRICK , . L
7
—APPROVED SEALED JOINT
0
P.E. x P.E. STUB— f .
STAINLESS STEEL STRAP
(SAN. M-H. ONLY)
END OF PIPE SHALL BE CUT
FLUSH WITH INSIDE WALL
BASE To BE CONTRUCTED ON
4!-0" DIA.
8" MIN, CRUSHED STONE BASE
SECTION 4'-0" MAX. PIPE
LENGTH
LATERAL MIN. SLOPE 2.0%
ALLUMINUM SPLASH
PLATE SEE DETAIL
(PAYMENT UNDER
DROP INLET) CORE EXISTING MH
SLOPE 0 3"y-T. PIPE STUB, APPROX. INV. 117.05
INV. 113.5 CROWN OF NEW 6" LATERAL
TO MATCH ELEVATION OF
77 EXISTING B" MAIN
O.8xDfA.
BRICK LINED INVERT AND SHELF
(BRICK NOT REQUIRED FOR STORM M.H.)
REMOVING CONCRETE AND
BRICK LINING AS NECESSARY
TO REPLACE WITH A POSITIVE
BRICK MASONRY OR SLOPE FOR NEW LATERAL.
CLASS A CONCRETE Z
SECTION A-A
INSIDE DROP SANITARY SEWER MANHOLE
CHANGE ORDER 50
SCALE:
HORZ:N.T.S. Poag&McEwen Lifestyles Centers-Connecticu�LILC PROJ.N..:2000481pio
VERT.: DATE:09121105
DATUM: HORZ.: rcm.—% FU,S&ONEILL INC.constatbw Ewi.. INSIDE DROP DETAIL
VERT.: 146 HAWORD ROAD.MANCHESTEF4 CONNECnCUT 05M
a 860.6 .24N The Shops at Evergreen Walk D.1
GRAPHIC SCALE w FandO— SOUTH WMSOR CONNECTICUT
-.....a L. ..............
FLEXIBLE SLEEVE
SECTION B-B
A 4� REMOVABLE 1/8" ALUMINUM
OR STAINLESS STEEL SPLASH
PLATE TO SEAT IN DROP PIPE
BELL
PVC
B B
SPLASH PLATE TO BE ++•5" MAX.
SEMI—CIRCULAR BELOW
TOP OF BELL FLEXIBLE SLEEVE
FLEXIBLE ANNULAR
SPACE FILLER 4L
AI EXPANSION SLEEVE
I_�IL ANCHORS WITH 1/2" DIA.
STAINLESS STEEL THREADED BOLTS
WITH WASHERS (TYPICAL)
SECTION A-A
1/4"x2" STAINLESS
STEEL STRAP ANCHOR
m
U
SPLASH PLATE DETAIL
N
CHANGE ORDER 50
SCALE:
PROJ.No.:2000-481P10
HOR N.T.S. Poag&McEwen Lifestyles Centers-Connecticut,LLC DATE:oenlro5
VERT.:
DATUM: SPLASH PLATE DETAIL
VER.: FUSS&ONEILL INC.M.CON wn engineers
vERr.: 3 +~a NA(tiFORD Rao,a coRNecncur oeow The Shops at Evergreen Walk
° D.2
GRAPHIC SCALE www.Fe Mo.00m SOUTH WINDSOR CONNECTICUf
ljl;WTT 1 a
N Ism, wil r MDi m I 1-4 111101
G 1 Ali '
t' •t
- . r ;�� � . ► r � r r
rr 11 �/ �► r r `,�
[rr 1 �! ►w .; ., r ��
,.rrr�r�r�r � rr rrr r �.;� ■r rr
rrr 1 ii�r�- �i► �,.' ■i r r
■rrr r r r� r rHrr� r
rrrr rrr rr r ■ r �r��.rr� � r r.
err ■rNr rr _ ■..� r
r®r � r ■ r
,r r r r r r r�r ►�� r��
■ �r r rr r�rr�rrr�
■ r err ■®r rrrrr
t • 1 1 1' /'
ice. " _ �,� •�
• tl'
t
1 1 /' t t 1 1•