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Board/CommissionDesign Review Board
Meeting DateOctober 10, 2023
Pages1
File Size1.5 MB
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2023 -— 7:38am
Drawing name: G:\CT\Waterford\Kincora Development\122—124 Boston Post Road\Main\23001_C-—11 Dumpster Plan and Details.dwg
Aug 21,
CMU BLOCK
GALVANIZED
METAL CHANNEL
2" X 2" X12" ANGLE.
BOLT TO BLOCK
MAGNETIC CATCH
STEEL PLATE WELDED
TO FRAME ANGLE
TRASH ENCLOSURE DOOR:
2" x 2" x 1/4" STEEL ANGLE STILES & RAILS
WITH 1-1/2" GA GALVANIZED
CORRUGATED METAL DECKING "C" PANELS
& 1-1/4" x 1-1/4" x 3/16" STEEL ANGLE
BRACE - SHOP PRIME ANGLES & PAINT
7" DIA. SCHEDULE 80 x 1'-O"STEEL PIPE {|
PIVOTS - PROVIDE STEEL SHIM BETWEEN |
PIVOT & BOLLARD - WELD PIVOT TO
DOOR. SHOP PRIME AND PAINT
1]
GREASE FITTING AT EACH HINGE POINT i=
CMU BLOCK
6" DIA. SCHEDULE 40 STEEL BOLLARD
GREASE FITTING AT
EACH HINGE POINT
6" DIA. SCHEDULE 40 STL.
BOLLARD GROUT SOLID &
ROUND & TROWEL @ TOP.
EMBED 2*-3" INTO
CONCRETE PIER
7" DIA. SCHEDULE 80 x
1'-O" STEEL PIPE PIVOTS - oo
PROVIDE STL. SHIM BETWEEN
PIVOT & BOLLARD - WELD
PIVOT TO DOOR, REFER TO
DETAIL 12/SP102.
GALVANIZED METAL CHANNEL
8" x 16" CMU BLOCK
#5 VERTICAL AT 32" 0.C,
AND EACH CORNER, TO BE
CENTERED IN CELL, TYP.
& 7 5/3" 5'-5"
RS
n
OO Y 1
~ T
= |
=S | —
3 x '| 8 YARD TRASH sales
cS) x |] DuMPsTER foe O MIN
= at || 6' WIDE x6" LONG HEAVY DUTY CONCRETE APRON
a || X6HIGH REFER TO CIVIL DRAWINGS
i compostToTeR [, |
S| <,| TYP OF THREE (3) —f7 ae Ee — ra
| 2] 8'peepx10' wine |x et a
&| ~ | DUMPSTER CLEAR i oie a
FLOOR AREA 4 a
_ | S" INTERIOR $ || 8 YARD RECYCLING
©] sowaros rite [% , || pumpsTeR
=| witH concrete, || 6 WIDE X6' LONG
|| X6'HIGH
. ay |_— DUMPSTER PAD
= C | TO BE SEALED
x° aI! 8” GATE BOLLARDS
a x V FILLED WITH CONCRETE
| P ‘ pcan EEE
beSS 6" MAN DOOR
BOLLARD FILLED
WITH CONCRETE —1
WITH HANDLE GROUT SOLID & ROUND & TROWEL @ STGUNIAN DOOR =<
iNIDOOR TOP. EMBED 3'-6" INTO CONCRETE PIER 74"
14! - 0" 8"
t
11/2" =1'-0" 11/2" =1'-0" 11/2" =1'-0" esto"
GALVANIZED METAL
COPING AND HOLD
| —— 4/8" BAR IN "ZEE" DOWN CLIPS W/ 75/8"
| 4 Seles Harenene DEANE 9" DIA. SCHEDULE 80 STEEL
| a7 BOLT - WELD TO FRAME ‘
| be GROUT TOP PIPE PIVOT - PROVIDE xf
/~——|———— TRASH ENCLOSURE DOOR: GAUBRESORP, pital I——TF7 16" X 8" BLOCK
r / 2" X2"X 1/4" STEEL ANGLE ' ce a =
FINISH TOP W/ fc a a STILES & RAILS WITH Fon APEC GERE a ; :
ROUNDED CONC. FORM. Ww see 1-1/2" 22 GA GALVANIZED GREASE FITTING AT 
He
BeRia BUD wo & ity iy, CORRUGATED METAL : 6" CONCRETE SLAB W/ EACH HINGE POINT pe eed dn 3
ef 3 DECKING "C"" PANELS & io #4. BAR @18" C/C EACH
STEEL POST FILLED W/ x i VAY, 
1-1/4" x 1-1/4" x 3/16" 0
CONC. PAINTED TO ity |S" y * RK WAY OVER COMPACTED GROUT CORES OF END
MATCH STOREFRONT in ee, STEEL ANGLE BRACE GRANULAR FILL - SLOPE BLOCK SOLID & PROVIDE
ili y, 
TOWARDS DOORS TO Typ #5 REBAR AS SHOWN GALVANIZED
+O PREVENT CRACKING v\/ |_ —— PIPE SLEEVE - WELD ENSURE POSITIVE 3/16 METAL CHANNEL
Perm a aol Z | TO FRAME
IN SLAB WRAP PIPE : ee a DRAINAGE 8
rs W/3-LAYERS OF 30# : iT |7 Bs Ber GALVANIZED FINISH 2" x2" x 1/4" STL. ANGLE eee 8" DIA SCHEDULE 40
i; FELT PAPER FROM 2" & DOOR FRAME (STILES &
ta ABOVE T.O. SLAB DOWN | a 7 | |— BOTTOM OF GATE s Cereh Ghee RAILS) - WELD TO DOOR ee | E einen ts
TOT.O, FTG.. CUT OFF salon 7 ee & REINFORCING OR FULL PIVOT - SHOP PRIME & PAINT - TROWEL @ TOP.
GUBAFTERCURE oo a fi 3/4" DIAMETER 2 HEIGHT BARS AT 8" DIA, SCHEDULE 40 STEEL La pleat Me
ii 4 ete ee STEEL CANE BOLT ca CONTRACTOR'S CHOICE BOLLARD GROUT SOLIDE: SUMCHETE BASE 36
FINISHED CONC. a ROUND & TROWEL @ TOP. > 2" X2" X 1/4" STL ANGLE
= TO SLOPE AWAY A Say ene se CONTINUE ENCASE IN 24" DIA DOOR FRAME (STILESS: 9" SCHEDULE 80
FROM BOLLARD. ime Ts 
CONCRETE BASE 36" DEEP —~ RAILS) - WELD TO DOOR inks Hes i; “8
in Re GRADE - REFER TO CIVIL i PIVOT - SHOP PRIME & PAINT Wale
ES 7 - My DRAWINGS - SLOPE ) PROVIDE STEEL
i EXISTING ae eae AWAY FROM ENCLOSURE TRASH ENCLOSURE DOOR: a 1-1/2", 22 GA GALVANIZED SHIM BETWEEN
% CONCRETE SLAB vs 4 2" x2" x 1/4" STEEL ANGLE CORRUGATED MIETAL PIVOT & BOLLARD
z 1-1/2" 1.0. x 6" LONG ° STILES & RAILS W/ 1-1/2", Nel
¥ E KE STEEL PIPE SLEEVE mo 22 GA GALVANIZED cone Ao pee a \— GREASE FITTING AT
| 18" B CONCRETE FTG. FLUSH WITH TOP OF #5 W/24" LEGS. CORRUGATED METAL 3 BODRERAME AS SHOWN 4 EACH HINGE POINT
PAVING - PROVIDE AT E @ 16" 0.C. DECKING "C" PANELS & Oe a
a SS CLOSED AND FULLY a 4-1/4" x 1-1/4" X 3/16" eee ne
OPEN POSITION, TYPICAL Ga STEEL ANGLE BRACE - SHOP
tQM PRIME ANGLES & PAINT
Sl 1-2" \~3" cur typ 2- #5 CONTINUOUS /\ n
TYP. BOLLARD DETAIL TYPICAL ne ae ia DUMPSTER DETAIL DUMPSTER DOOR PIVOT DUMPSTER WALL DETAIL
ESD Tyr sT0" yrs yy eto" Tyrer
Gate To
Remain
TYP.
ET
GALVANIZED METAL ; GALVANIZED METAL 
r
| RES) ESAS Lee GALVANIZED METAL BOLLARD & PIVOY, ee] Eee eee ie See eee] “ZF RS SPE cc) SE RPE ER Pc RY GSES aa
set | SA ae BR COPING, REFER TO SEE 6/SP102 OF ING REEER TO Ras ie se (See Fa De We a Ce COPING RETER TS Se OT Le PE YA
I I [ l l u. FINISH SCHEDULE l l [ [ l l [ [ i | I I I I FINISH SCHEDULE [ fl
FINISH SCHEDULE Lo lei ee Sie
een | ee FS Se iannooR EER CLOSER HAS 1 a ee | ae Eel EE i ed | a (A a NC De a
% ea a a es » SEE 8/SP10 % 8" X 16" BLOCK, (ie Pe Re se SE a % eS [a ane FR) FE ve He SOS Fe >
= Ea i ae BES ee al TOFINISH SCHEDULE | a REFER TO FINISH ee al i Se fe Mai RK Pa | n | ea (aia ay [ae [ae Fe feed ES mg
ee il De 8" X16" BLOCK, REFER ne SCHEDULE —————1_| _[ _] Sess op ne Pete eee a sep oe] BOLLARD & ae ae a Fe Gerd a
Lees at TO FINISH SCHEDULE Bned it pot EE 4 PIVOT, SEE 6/SP102 py 4
ees || | et ee eS BOLLARD AND PIVOT Tr 
[ie Neal | SE A es Fe 2 ee | EN Oe
ey cameos a ee A Da} a | 2 Ae FSA UN Fee Fes Pas FE al FR) I AS IN NE | | SE KT A (Dr | P| Pe
yas Varco" 
yar so" yarsro"
RJOC
DATE
REVISION
NO.
08/21/2023
07/19/2023
DATE
ISSUED FOR CONSTRUCTION
PER COMMENTS FROM ENVIRONMENTAL PLANNER
REVISION
PREPARED BY:
RJO'CONNELL
& ASSOCIATES, INC.
CIVIL ENGINEERS, SURVEYORS & LAND PLANNERS
80 MONTVALE AVENUE, SUITE 201 STONEHAM, MA 02180
PHONE: 781.279.0180 RJOCONNELL.COM
PREPARED FOR:
KINCORA
WATERFORD, LLC
clo KINCORA DEVELOPMENT, LLC
170 WORCESTER STREET
SUITE 204
WELLESLEY, MA 02481
PROJECT NAME:
122-124 BOSTON
POST ROAD
WATERFORD, CT
SEAL:
DESIGNED BY: DRG
DRAWN BY: MCR
REVIEWED BY: BJM
SCALE: N.T.S.
DATE: 06/22/2023
DRAWING NAME:
DUMPSTER PLAN
AND DETAILS
DRAWING NUMBER:
C-11
PROJECT NUMBER:
23001
Copyright © 2023 by R.J. O'Connell & Associates, Inc.