HomeMy WebLinkAboutR-40281500
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USE ADA COMPLIANT
GRATES IN ALL
WALKWAYS
2t
6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH CORNER
#3 BAR EACH SIDE
#3 BAR EACH WAY
#3 BAR EACH CORNEF
18" MIN
#3 BAR HOOP
15��N0 46r�e�
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PRECAST BASE SECTION
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCEDOR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Win: mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the Flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
PUBLIC WORKS CATCH BASIN TYPE 7 STD. PLAN - 200,00
DEPARTMENT
ANT MARCH 2O08
CATCH BASIN TYPE 1
NOT TO SCALE
CATCH BASIN FRAME AND VANES GRATE (DETAIL 204.00)
HANDHOLD
S RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
o 'v
GROUT, TYPICAL (SEE NOTE 5)
_ .. FLAT SLAB TOP
48', 64', 60', 72", 84- OR W
/-- MORTAR (TYP.)
STEPS OR
LADDER
FILLET REINFORCING STEEL ITYP.)
N GRAVEL BACKF LL FOR
PIPE ZONE BEDDING
SEPARATE BASE INTEGRALBASE
CAST -IN -PLACE PRECAST WITH RISER
"O' RING
Igo
GRAVEL BED FOR
8"= PIPE ZONEE BEDDING
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
BASCATCH
DIAMEITER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNCSCZE UT
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
in2/N. IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48"
4"
W
36"
8"
0.23
0.15
54"
4.5"
8"
42"
8"
0.19
0.19
60"
5"
8"
48'
8"
0.25
0.25
72"
6"
8"
60"
12"
0.35
0.24
84"
8"
12"
72"
IT
0.39
0.29
96"
8"
12"
84"
IT
0.39
0.29
NOTES
1- No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance With Standard
Specification 9-04.3.
5. All grade rings, risers, and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
tD
SOLID
WALL
PVC D
PROFILE
WALL
PVC Q9
48"
24"
30"
24"
27"
30"
5C
30"
36"
30"
27"
36"
60"
36"
42'
36"
36"
42"
72"
42"
54"
42'
36"
48"
84"
54"
60"
54"
36"
48"
96"
60"
72"
60"
36"
48"
(D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20)
Q (Std. Spec. 9-05.12(1))
(g) (Std. Spec. 9-05.12(2))
ti`t'Y o PUBLIC WORKS CATCH BASIN TYPE 2
STD. PLAN - 201.00
DEPARTMENT yiARCI= 2008
�1V't
CATCH BASIN TYPE 2
NOT TO SCALE
SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD
BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION
OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT
SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR,
OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY.
ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT, SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND
NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY
BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE
CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE
CITY FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY,
STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED J "
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS tiyti�� of wAsgj���'�
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON y� ��
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION ,
STANDARDS.
AS -BUILT
�° =
o��SSIONALgE���
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE
1/07/2019
O
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
- -
MID130
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
ALM?ATDN OF THIS DMENT SHALL I WXMTE THE
NALSEAL AND SIGNATURE. PUBMIna+OF
Know what's belOW.
DIRECT SUPERVISION ON THIS DATE: 11/7/2019.
THIS DOI 111M DOES NOT OEROGAIE FM RESERVED
OOERSHP WM N ff. THS D00.11111317 �
TAC0MA•SEATTLE•SPOKANE-TRI-CITIES
Call before you dig.
AHBL PROJECT NO.2180059
ONLY FOR THE PKM MIFED IN THE AND IS NOT TO BE USED FOR REPAR" FBIl00EL OR
ADDITION To THAT PRQECT OR FOR ANY mHER PROiCT
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
SE ADA COMPLIANT
;RATES IN ALL WALKWAYS
SEE NOTE 4
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT 15 TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND.
5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSfIRINK GROUT
6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT.
7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 151 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD
SPECIFICATION 9-20.3
8. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT.
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN 202,00
DEPARTMENT
-- _. - MARCH 2O08
CATCH BASIN INSTALLATION
NOT TO SCALE
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND
THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE
EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY
SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE
EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE LOCKING LIDS. ALL DRAINAGE
STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED
AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE
ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE
CONSTRUCTION RECORD DRAWINGS
TO AN APPROVED OUTFALL LOCATION.
STORM DRAINAGE REVISIONS
1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS
NO. REVISION
SURVEYED:
DESIGNED:
AMT 09/20/2019 ACB ORAwN. AMT
AMT 01 28 2019 ACB CHECKEDBJS
BY DATE APPR APPRovED:
WJF
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
19
HOR ON ALL" NAD NAVD1983//11991
DATUM
I
BOLT -DOWN HOLE (TYP.)
- 5/8" - 11 NC, SEE
DETAIL & NOTE 2
O
TOP
SECTION O
RECESSED ALLEN
HEAD CAP SCREW
7L /8"_t 1/8" 518" - 11 NC x 2"
3/4" GRATE
P/z
1 518" FRAME
2 1/2"
SECTION
BOLT -DOWN DETAIL
DETAIL O SEE NOTE
NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
a 5/8" - 11 NC x 2" allen head cap screw.
Location of bolt down holes varies among different
manufacturers.
3- Refer to Standard Specification 9-05.15(2) for additional
requirements.
ISOMETRIC VIEW
'SY
PUBLIC WORKS RECTANGULAR FRAME STD. PLAN -- 204.00
\= / DEPARTMENT
FNT' MARCH 2O08
RECTANGULAR FRAME
NOT TO SCALE
DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE
FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR
b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE
STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER
DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR
OTHER ACCEPTABLE DETECTION.
d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH
INDIVIDUAL LOTS.
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e.
THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE
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LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
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f.
ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
g.
STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE
LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A
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CHECK VALVE.
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23.
ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
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DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN
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THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24.
PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
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25.
ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
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CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE
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CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM
PROVIDED DURING CONSTRUCTION.
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26.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
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HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
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THEPERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS R-402815
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
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SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
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27.
PROJECT LOCATED WITHIN THE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL
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REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER
PROTECTION REGULATIONS (RMC
LJ,J
4-3-050).
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" McKNIGHT MIDDLE SCHOOL DAT1/15/2019 ~
CITY OF FIELD IMPROVEMENTS FIELDBOOK: 'R
RENTON RENTON SCHOOL DISTRICT PAGE: -
DRAWNG NO: z
Planning/Building/Public Works Dept. C3.5
NOTES &DETAILS SHEET: OF:
OF:32