HomeMy WebLinkAboutC-803CIRCLE DESIGN GROUP
9229 DELEGATES ROW. SUITE 12. INDIANAPOUS, IN 46240. (317) 791-6200
HEATING, VEN ILAIION, AIR CONDITIONING, PLUMBING, FIRE PROTECTION,
CIVIL, LIGHTING AND ELECTRICAL DERM CONSULTANTS
NOTES:
1. FOR GRAVITY APPLICATIONS ONLY.
2. ALL PROCEPTOR UNITS ARE MANUFACTURED WITH
FIBERGLASS REINFORCED PLASTICS. PHYSICAL
CHARACTERISTICS AND THICKNESS:
POLYESTER RESIN AND E GLASS
MINIMUM THICKNESS 1/4" WALL AND 3/8" TOP AND BOTTOM BOWLS.
3. ALL PROCEPTOR UNITS ARE TO BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURERS INSTALLATION INSTRUCTION.
4. STANDARD PIPING IS SCH. 40 PVC.
5. GMC/OMC 500 - 3000 UNITS COME STANDARD WITH 4" INLET AND
OUTLET (OTHER PIPE SIZE OPTIONS AVAILABLE ON REQUEST).
6. EXTENSION COLLAR TO BE ORDERED TO MEET FINISHED GRADE,
CUT ON SITE FOR FINAL ADJUSTMENT AND CAULKED WITH
SIKAFLEX BY CONTRACTOR FOR WATERTIGHT SEAL.
7. COVERS AVAILABLE FOR H2O TRAFFIC LOADING,
PEDESTRIAN LOADING OR ABOVE GROUND INSTALLATION.
8. CONSULT GREEN TURTLE FOR OTHER SIZES.
9.30 YEAR WARRANTY AGAINST LEAKS, AND STRUCTURAL FAILURE.
10. U.S. PATENT #5,746,912; CDN PATENT #2,195,822
SPECIFICATIONS
PIPE SIZE: 4 INCH PVC SCH 40
INSTALLATION: BURIED
ACCESSWAY SIZE: 24 INCHES
OPTIONS STEEL
LIFTING LUGS
ISOMETRIC VIEWTOTAL MAX.
MAX. GREASE CAPACITY:
MAX SOLIDS CAPACITY:
CONSULT LOCAL AUTHORITIES FOR
MINIMUM SIZE OF SEPARATORS
ACCESS
03" VENT PORTS (2)
INLET
S--
A
EXTENSION �0244
COLLAR SEAT, I
161 12
i 104 -
V
TITLE: PROCEPTORO F.O.G. SEPARATOR
GMC 1500
ALL DIMENSIONS IN INCHES
REV
DATE
DRAWN
2
1500 GAL
819 GAL
540GAL
3
JUNE 1, 2005
SIMKINS
4
AUGUST15,2006
L. SIMKINS
PROJECT: WO:
5
JANUARY 4, 2007
L. SIMKINS
6
NOV. 5 2009
L. SIMKINS
7
MARCH 14, 2012
L. SIMKINS
NOTES:
GMC/OMC/SMC 500, 750, 10007 1300, 1500
INSTALLATION DRAWING
"B" SEE TABLE 1
COLLAR (EC2) HEIGHT
TRIMMABLE ON SITE
IF OVERR 6 FT.
REQUIRES FACTORY
REINFORRCEMENT
OF TANKS
PEA GRAVEL
TO 3 FT. (900 mm)
HORIZONTALLY
ALL AROUND TANK
(OR APPROVED
EQUIVALENT
COMPACTED
TO 98% SPD)
TABLE 1
BURIAL
B
DEPTH
Max.
6 FT.
Min.with
18"
Traffic
Min. no
12"
Traffic"
DRAWN BY: F CHANDI FIR
DRAWN DATE 9/2/04
04
N.
Proceptor®
ZURN®
SIZE DWG. NO. REV.
A I GMC 1500 10
SCALE:1:30 I DO NOT SCALE DRAWING SHEET I OF I
NOTES:
1. REFER TO INSTALLATION PROCEDURE AND INSTALLATION CHECKLIST.
2. PROCEPTOR SEPARATORS MUST BE INSTALLED IN ACCORDANCE
WITH ALL RELEVANT FEDERAL, PROVINCIAL/STATE, AND LOCAL CODES
INCLUDING LOCAL PLUMBING CODE.
IF VEHICLE TRAFFIC LOADING CONDITIONS EXIST 3. US PATENT # 5,746,912, CDN PATENT # 2,195,822
USE REINFORCED CONCRETE RELIEVING SLAB
DESIGNED BY ENGINEER TABLE 2
INLET INVERT DRY
0 24" FRAME AND COVER SEPARATOR TO TANK WEIGHT
CLEANOUT SECURED IN CONCRETE MODEL BOTTOM (H*) OF TANK
GREEN TURTLE GMC/OMC/SMC 500 32" 500 Ibs
EXTENSION
COLLAR (EC2) GMC/OMC/SMC 750 45" 575 Ibs
CONNECT TANK TOP VENTS GMC/OMC/SMC 1000 59" 650 Ibs
TO VENTING SYSTEM
EE ALSO NOTE 2) 7 745 Ibs
GMC/OMC/SMC 1500 85" 805 Ibs
PEA GRAVEL
TO 3 FT. 900 mm
HORIZONTALLY
ALL AROUND TANK 86"
-- (OR APPROVED 62"
OUTLET EQUIVALENT
INLET COMPACTED
--------------------------- TO 98% SPD)
� I
q.
H H-2"
A. p'
12" ALL AROUND TANK p'
96"
—° -L-1 120„
-- - -- MIN. 18" (460mm)
------`---- - --- ANTI -BUOYANCY SLAB DIMENSIONS
MIN. 6" (150mm) PEA GRAVEL AST-IWPLACE SLAB. 3000 psi CONCRETE READY MIX. POUR AROUND
(OR APPROVED BACKFILL BASE OF UNIT (58 CU FT MINIMUM - BASED ON CONCRETE DENSITY OF
COMPACTED TO 98% SPD) 130 LBS / CU FT DENSITY)
** ESTIMATED MINIMUM SPACE REQUIRED
TO FIT VENT ELBOWS UNDER FLOOR
TITLE: PROCEPTOR OIL AND GREASE SEPARATOR
INSTALLATION DRAWING FOR
GMC/OMC/SMC MODELS 500-1500
ALL DIMENSIONS IN INCHES
REV
DATE
DRAWN
roceptor
ZURNO
nommommopw-
H
SEPT. 13 2016
12
MAY 12,2017
3
OCTOBER 03 2008
L.S.
4
NOVEMBER 13 2009
L.S.
PROJECT: WO:
5
JUL19
MARCH 1 2 11
7
NOV. 2 201 12
NO
S.
S.
8
,
JAN. 03 2013
S.M.
9
�SEIPT.23.20L!,
APRIL 23 2013
S.M.
10
S.M.
SIZE
A
DWG. NO.
INSTALL GMC OMC SMC 500-1500
REV.
12
DRAWN
BY: I. SIMKINS
DRAWN
DATE: FEBRUARY
16, 2007
SCALE:1:35 DO NOT SCALE DRAWING ISHEET 1 OF I
r MINIMUM OF TOPSOIL OR COMPACTED
AGGREGATE #533L—II
PAVEMENT SECTION VARIES
MIT OF SUBGRADE ��' ��/ �j •
FINAL BACKFILL
SHALL BE PER
NOTE 1.
MINIMUM COVER SHALL
BE PER NOTE 3.
BEDDING, HAUNCHING, PIPE MATERIAL PER UMUTY
TRENCH WIDTH, INITIAL HAVING JURISDICTION OVER
BACKFILL MATERIALS, INSTALLATION.
PLACEMENT, AND
COMPACTION PER
STANDARD PRACTICE
OF UTIUTY HAVING
JURISDICITON OVER
INSTALLATION. ;;j�/x x j�/
WATER & SEWER MAIN AND LATERAL TRENCH DETAIL
FOR UTILITY INSTALLA TIONS WITHIN CITY R/W
NOTES, NO SCALE
1. FINAL BACKFILL FOR UTIUTY INSTALLATIONS WHERE 'L' IS 5' OR LESS SHALL BE B—BORROW FOR STRUCTURE BACKFILL
MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS
THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE
TOP 6' OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS
OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER
THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT
WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS
NECESSARY.
2 THIS REQUIREMENT SHALL APPLY FOR ALL UTIUTY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER
MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM
AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS.
3, FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE
CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 25 FEET. IF THE STANDARD PRACTICE OF THE UTIUTY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT
SHALLGOVERN.
4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B—BORROW TO BOTTOM OF EXISTING SUBGRADE
AND FILL TO THE OMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO W.
CITY OF CARMEL STANDARDS STANDARD
WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING
FOR UTILITY INSTALLATIONS WITHIN CITY R W 10-32
NOTES:
1. FOR USE ONLY IN LANDSCAPED
SURFACES WITHIN THREE FEET OF BUILDING
2. ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM OF 3"
BELOW THE FOOTER AND EXIT THE BUILDING
AT THE FRONT OF THE STRUCTURE TO
PROVIDE THE SHORTEST, MOST DIRECT
ROUTE FROM THE BUILDING TO THE EXISTING
LATERAL STUB.
Tr^ FOUNDATION� Ar
4" SEWER
6" MINIMUM
SEE SANITARY SEWER TRENCHING,
BEDDING AND BACKFILL DETAIL
6" PVC CAP
FINAL GRADE
6" PVC PIPE
MINIMUM SDR 35
TRACER WIRE
(6"X6"X6") TEE-WYE
vvvvvvvvvvvvvvvvv*
ivvvvvvvvvvvvvvvvvv
•vvvvvvvvvvvvvvvvvv•
ivvvvvvvvvvvvvvvvvvv
City of Carmel Utilities TYPE I CLEANOUT
Standard Details DETAIL
Date: January 2016 Scale: Not To Scale Drawing: CS 18 Page 27
MIN. 1" CLEARANCE FROM TOP OF
6" PVC CAP CAP TO BOTTOM OF CASTING
NEENAH R-1972-AL OR FINAL GRADE
EAST JORDAN V-1601-1
WITH SEWER ON CASTING
vvvvvvvvvvvvvvv
vvvvvvvvvvvvv
vvv
v v v v
vvvvvvvvvvvvvvvvvvvvvvvvv
v°vvvvvvv v°vvvvvvvvv
TRACER WIRE
36"X36"X6" CONCRETE
v v v v v vvvv v v v
vvvvvvvvvvvvvvvvvvvvv°v°vvv°v
v°v
vv.vvvvvvvv.vv
.vvvvv vvv
APRON WITH FIBERMESH
vvvvvvvvvvvvvvv
vv vvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvv
REINFORCEMENT
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
.vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
6" PVC PIPE
vvvvvvvvvvvvvvv
vvvvvvvv
vvvvvvvvvvvvvv
vvvvv
MINIMUM SDR 35
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
(6"X6"X6") TEE-WYE
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
VVVV'TITVVV TVv
vvvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvvv
vvvvvvvvvvvvv
vvvvvvvvvvv v
6" SEWER LATERAL
vvvvvvvvvvvvvv
vvvvvvvvv vv
♦vvvvvvvvvvvvv♦
vvvvvvv♦ vvvv♦
.vvvv..vvvvvvv
vvvvvv vvvvvv
vvvvvvvvvvvvvvv
vvvv. vvvvv..'
vvvvvvvvvvvvvvvvvvvvvvv
vv vvvvvvvvvvv' vvvv
vvvvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvv vvvvvv
FLOW
NOTES:
vvvvvv
'VvvVvvvvvvvvVvvVvvVvvvvvvVTVvvvvvvVTVvvvvvvvvvvvvTVTV
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvVIVWv.vim#8
STONE BELOW CONCRETE
1. FOR USE WITH HARDSCAPE
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv•
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
APRON TO PREVENT
SURFACES AND ALL OTHER
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
SETTLING EXTEND TO
INSTALLATIONS BEYOND THREE
UNDISTURBED EARTH
FEET OF BUILDING.
2. CONCRETE APRON AND
CASTING SHALL BE INSTALLED
SO THAT THEY DO NOT
CONTACT THE LATERAL OR
LATERAL CAP.
Title:
Q
W
LL_ Z_
O J
FL
= z
Ur LU
W
i rn
Q
LU
LU
O
D_
MORE THAN 20' DEEP
TRACER WIRE
SEPARATION BETWEEN
VYE FITTINGS TO BE V-0"
MIN. IN BELL TO BELL
SITUATIONS AND CAN BE
ADJACENT IN BELL TO
SPIGOT SITUATIONS
MAIN SEWER LINE
Clty Of Carmel Utllltles
Standard Details
TYPE II CLEANOUT
DETAIL
Date: January 2016
Scale: Not To Scale
Drawing: CS 19
Page 28
LESS THAN 20' DEEP
NOTES:
1, ALL FITTINGS SHALL BE SDR 26,
T-0" -_
2. DEPTH OF SERVICE LATERAL SHALL BE
(TYP. ALL LATERALS)
MEASURED FROM FINISHED GRADE TO THE TOP OF
MAIN SEWER LINE.
ONE PIECE
3. ALL LATERAL BEDDING SHALL BE AGAINST
TEE-WYE < LL
UNDISTURBED TRENCH.
REQUIRED L
L z
0 J
4. MINIMUM FALL IS 2%PER FOOT, TYPICAL OF
ALL LATERALS.
TRACER WIRE (D LLJ
5. PIPE REQUIREMENTS PER DEPTH ARE AS
IY LU
FOLLOWS: T-12' SDR-35
6" SDR 35 PVC > Q
12'-25' SDR-26
PIPE 6� LLJ
OVER 25' SDR-23.5
0- p
KEYNOTES:
O
A. BEDDING TO BE PLACED ON UNDISTURBED
_
EARTH. COMPACTION OF #8 STONE IS CRITICAL
UNDER ALL JOINTS AND FITTINGS. IF PROPER
COMPACTION CANNOT BE ACHEIVED, THEN PLACE A
MINIMUM OF 6" OF 4000 PSI, 28 DAY COMPRESSIVE
STRENGTH CONCRETE AROUND THE PIPE TO BEAR
FINISHED GRADE
ON STABLE GROUND (PER ENGINEER).
B. MINIMUM 4" CONCRETE CAP REQUIRED, NOT TO
EXCEED BEYOND FIRST PIPE JOINT OF WYE. IF WYE
'12"
IS 20' DEEP THEN CONCRETE CAP IS REQUIRED AT
5'-0" MIN. - 8'-0" MAX. (TYP. ALL LATERALS - ENGINEERS DISCRETION. MIN. 4000 PSI, 28 DAY
MAY NEED TO BE DEEPER FOR LONG BUILDINGS
22.5° OR 45° COMPRESSIVE STRENGTH CONCRETE REQUIRED. NOT
OR FINISHED GRADES SLOPING AWAY FROM SEWER.
REQUIRED FOR DUCTILE IRON TEE.
22.5° OR 45' C. MIN. OF 8" OF #8 STONE OVER THE CONCRETE
C I CAPPED WYE SHALL BE PLACED PRIOR TO
BACKFILLING.
MANUFACTURED, WATERTIGHT CAP FOR
ANGLE ANGLE MUST BE .� / BETWEEN MUST
BE AND 45° FUTURE CONNECTION (TYP. ALL LATERALS)
TRACER WIRE (TYP. ALL LATERALS)
BETWEEN 15° AND 45°
City of Carmel Utilities Title
B Y SERVICE LATERAL
SECTION A
Standard Details DETAIL
6" MIDI. Date: January 2016 Scale: Not To Scale Drawing: CS 24 Page 26
Engineer:
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STATE OF
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Developer:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE
DUPLICATED COPIED EXHIBITED PHOTOGRAPHED PUBLISHED
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPY RIGHT 2015
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
FOUNDATION AND
UTILITIES RELEASE
Set Issue Date Sheet Issue Date
11/22/19
Drawn By Checked By
JNL DBH
Last Revision Date:
Sheet Title:
SITE
CONSTRUCTION DETAILS
Sheet Number:
C-803