Smith College Quad ramp 5-16-14CONTRACTOR TO CLEAN
SEDIMENT AND DEBRIS FROM
CB AND CB SUMP PRIOR TO
START OF CONSTRUCTION
CONTRACTOR TO CLEAN
SEDIMENT AND DEBRIS FROM
CB AND CB SUMP PRIOR TO
START OF CONSTRUCTION
DRAINAGE IMPROVEMENTS
INCLUDED IN CLOUDED
AREA ARE TO BE BID
AS ALTERNATE #1 (TYP.)
DRAINAGE IMPROVEMENTS
INCLUDED IN CLOUDED
AREA ARE TO BE BID
AS ALTERNATE #1 (TYP.)
4" SCH 80 PVC DRAIN
S=0.01 FT/FT MIN
(TYP.)
4" SCH 80 PVC DRAIN
S=0.01 FT/FT MIN.
(TYP.)
8" PVC
S=0.02 FT/FT
45 DEGREE BEND
8" PVC
S=0.02 FT/FT
RIM=184.30
INV=179.60
8" PVC
S=0.02 FT/FT
8" PVC
S=0.02 FT/FT
45 DEGREE BEND
RIM=184.30
INV=179.60
45 DEGREE BEND
8: PVC STUB AND CAP
8" TEE WYE FITTING
8" PVC STUB AND CAP
8" TEE WYE FITTING
45 DEGREE BEND
DRAINAGE IMPROVEMENTS
INCLUDED IN CLOUDED
AREA ARE TO BE BID
AS ALTERNATE #3 (TYP.)
NEW CONCRETE VAULT
SEE DETAIL SHEET D1.2
CONNECT TO EXISTING WINDOW WELL
VERIFY LOCATION IN FIELD
CONNECT 4" PVC DRAIN TO
8" PERFORATED PVC
DRAIN WITH TEE WYE
FITTING
4" PERFORATED PVC
WALL DRAIN 4" PERFORATED PVC
WALL DRAIN
TERMINAL CLEAN-OUT
,19
8" PVC DRAIN
S=0.02 FT/FT MN.
(TYP.)
CONTRACTOR TO INSTALL 10"
SLEEVE IN CONCRETE WALL
FOUNDATION TO
ACCOMMODATE DRAINAGE PIPE
CONTRACTOR TO INSTALL 10"
SLEEVE IN CONCRETE WALL
FOUNDATION TO
ACCOMMODATE DRAINAGE PIPE
EXISTING CB1 TO REMIAN
RIM=184.30 ( EX.)
INV. IN (W)=177.5
INV. IN (N)=177.20
INV. OUT=177.18 (EX)
CONNECT 4" PVC DRAIN TO
8" PVC DRAIN WITH TEE WYE FITTING
TRENCH DRAIN
,19287
8" PVC DRAIN
S=0.02 FT/FT MN.
(TYP.)
ROOF LEADER
CONNECTION
(TYP.)
TERMINAL
CLEAN-OUT
,19
EXISTING CB6 TO REMAIN
RIM=184.30 (EX.)
,19,1 1
INV. IN (W)=177.9
INV. OUT=177.93 (EX)
TRENCH DRAIN
,19287
VERIFY INV. IN FIELD
CONNECT TO EXISTING WINDOW WELL
VERIFY LOCATION IN FIELD
TERMINAL CLEAN-OUT
,19
TERMINAL
CLEAN-OUT
,19
8" PVC DRAIN
S=0.02 FT/FT MN.
(TYP.)
ROOF LEADER
CONNECTION
(TYP.)
5/+6*%1..')'
37#&4#0).'
5/+6*%1..')'
2#4#&+5'41#&
0146*#/2610/#
0 4020
0146*9'56'0&
2014
78 INTERSTATE DRIVE
WEST SPRINGFIELD, MA 01089
413.452.0445
www.fando.com
%
&4#+0#)' 76+.+6;2.#0
ORIGINAL SEAL & SIGNATURE REQUIRED
FOR VALID CERTIFICATION
ORIGINAL SEAL & SIGNATURE REQUIRED
FOR VALID CERTIFICATION
REV C7001-110-207DWG NO.1 OF 1SHEET1:8SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
15 IN PEDESTRIAN GRATE ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
3-7-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3-13-10
EBC
.38
1599CGP
APPROX. DRAIN AREA = 81.25 SQ IN
APPROX. WEIGHT WITH FRAME = 53.70 LBS
HINGED GRATE
FOR EASY ACCESS
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
GRATE MEETS H-10 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF
JUSTICE, 28 CFR PART 36.
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-031
DUCTILE IRON
16.25
16.13
3.43 1.68
2010 NYLOPLAST
5/+6*%1..')'
37#&4#0).'
5/+6*%1..')'
2#4#&+5'41#&
0146*#/2610/#
0146*9'56'0&
2014
78 INTERSTATE DRIVE
WEST SPRINGFIELD, MA 01089
413.452.0445
www.fando.com
&
&4#+0#)'&'6#+.5
ORIGINAL SEAL & SIGNATURE REQUIRED
FOR VALID CERTIFICATION
5/+6*%1..')'
37#&4#0).'
5/+6*%1..')'
2#4#&+5'41#&
0146*#/2610/#
0146*9'56'0&
2014
78 INTERSTATE DRIVE
WEST SPRINGFIELD, MA 01089
413.452.0445
www.fando.com
&
%10%4'6'8#7.6&'6#+.5
ORIGINAL SEAL & SIGNATURE REQUIRED
FOR VALID CERTIFICATION