2002-1022 f TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OFOCCUPANCY
Permit Number: P20021022 Date Issued. Monday, September 15,2003
This is to,certify that work requested to be.done as shown by Permit Number P20021022
has'been completed.
Tax Map Number: 523400-296-013-0001�024.000-0000
Location; 1025 STATE ROUTE 9 A-2000
Owner: WILLIAM T.CRIST
Applicant: KEITH CRIST
This structure may be occupied as a:
By Order of Town Boatd
Commercial/Industrial Unheated ' TOWN of QUEENSBURY
Bad q'03
Jj
Nectot of Building&Code E oteem t
TOWN OF QUEENSBURY"
742 Bay Road,Queensbury,NY,12804-5902 (518)761-8201.
Community Development-Building&Codes (518)761-8256
' 1
BUILDING PERMIT
Permit Number:' P20021022 Application Numbers A20021022
Tax Map No: 523400-296-013-0001-024-000-0000
Permission is hereby granted to: KEITH GRIST
For property located at: 1025 STATE ROUTE 9 A-2000
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and,approved and in compliance.with the NYS Uniform Building Codes,and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: WILLIAM T. CRIST
34 BONNER Dr Commercial/Ind"ustrial Unheat 54,000.00
QUEENSBURY,NY 12804 Total Value 54,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
KEITH CRIST
1025 ROUTE 9
OUEENSBURY.NY 12804
Plans&Specifications
2002-1022
Construction of a 4,500 sq ft commercial storage Bldg per plot plan and specifications.
$225.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 23,2003
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the fown o uee December 23,2002
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Jet, L s 3
Building Permit. Application
Town of Queensbury—Dept of.Community Development, 742 Bay Road,Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. Permit File No. 2z7 f U ZZ
No inspection will be made until applicant has received a Fee Paid $
valid building permit. All applicants' spaces on this Rec. Fee Paid $
application must be completed and must appear on the. Reviewed By:
application form.
Applicant: Owner:
Address: .16 L-.r X-/-- q Address: L`CaD .-v--e it,J 61t.
Q.veea-.✓��r•-y M.( 12.Ya1 F'..�1e,i�c� /v_� 2-76t�.
Phone#(S Ll )-7-74 - 88-7 L Phone# ( 1R ) U1 ' - oc Fl o
Property Location: Lot Number: / House Number / ld?-S-
Subdivision Name: 19-LGGa S•C f-r- Jac—�.S-e Tax Map I\Tuzrlber:. . 17-3 P t t t
ew Build' residenceq commerci Estimated Market Value bf Construction:$ .S`'r,atro
❑ Ad on: residence/ commercial If an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial
❑ No change to exterior size: residence/com'1
❑. Other work(describe )
Check OecupancyInformation 1"Floor 2"d Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. Square Feet
❑ Single family dwelling
❑ Two family dwelling
❑ Townhouse
❑ Multifamily dwelling
#of units
❑ Office
❑ Mercantile
❑ Manufacturing
❑ 1 car detached garage
5 ❑ 2 car detached garage
❑ 3 car detached garage
❑ 1 car attached garage
❑ 2 car attached garage
❑ 3 car attached garage
jif-- Storage building-
commerciai 0
❑ Storage building-
residential
❑ Other
What is the proposed height of the structure S feet L/ inches
Will any second-hand or ungraded lumber be used? If so,for what?
Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Ncr z-.e
Number of Fireplaces to be installed 0 Number of Woodstoves to-be installed (�
List below the person(s)responsible for supervision of work as regards to building codes:
-Name Address Phone Number
Builder Jc e r`fi G v i J,0- 3 1/
Plumber
Mason t c t r f
Electrician
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordinance and all other Iaws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes;an As Built Survey by a licensed surveyor;drawn to scale,showing actual
location of all new construction.'
Signature:�' ---- � —`�� owner,owner's agent,architect,contractor
Commercial Final Inspection Report
Office No.: (518)761-8256 Date Inspection re st r c ved:re ed*
Q46ensbury Building&Code Enforcement Arrive: pm
pm Depart: a In
742 Bay Road,Queensbury,NY 12804 Inspector's Initi ls:
_r
NAME: PERMIT
LOCATION: DATE:
COMMENTS:
Y N NA
Chimney/"B"Vent Direct Vent Location
Plumbing Vent Through Roof 6" olete
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in.Platform/Decks
Interior/Exterior Ballisters 4 in. SpacLng Platform/Decks
Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 sq.ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if re uired
Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv.
Gas Valve Shut-off Expo 2r(.18. Above QrddQ
Floor Bathroom Watertigk/Other Floors OL—qL-:;�;�
Relief Valve,Heat Trap/Water-'- axi um
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing Sy\tem
Fresh Air Supply for Occupancy/Ventilation Combusti2N
Low Water Shut Off For Boilers \L r-r=
Gas Furnace Shut Off Within 30 ft. or Within Line Of Site A ZR 0� 0
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroorn/Storage/Receiving/Shippi.lig Room(2 hr.), I V2doors SEP 1 2003
> 10%> 1000 sq. ft.
Y411our Corridor Doors&Closers
Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire
Da,mpers Fire Doors
Ceiling Fire Stoppin , 3,000 sq. ft.Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan,if required
Elevator Operation and Signage/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond
Active Listening System and Signage Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if req.
As-built Septic System Layout Required.,or On File
Building Number or Tenant Address on Building or Driveway
Water Fountain or Cooler
Building Access All Sides by 2 Driveable Surface 201 wide
Okay To Issue Temp. or Permanent C/O
Okay To Issue C/C
Last printed 6/312003 9.27 AML:\PamW\Build1ng&Codes\Commercial Final Inspection Report.doc
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: r b
Queensbury Building&Code Enforcement Arrive: am/ m epart: 7t4m/pm
742 Bay Road,Queensbuly, NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: G INSPECT ON:
TYPE OF STRUCTURE:-
Y N N/A COMMENTS-
.F�aming 1;(_060 I/
Jack Studs/Headers
Bracing/Bridging QAwt)
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
I V2(w) 16 gauge(8) 16D nails'each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2,3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side V2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above below grade
5.0 sf grade
L:\Sue[4emingway\Building.Codes.Iiispection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (51-8)761-8256 Date Ins ection reques c ' e .
Queensbury Building&Code Enforcement Arrive: n.LTanV inDepart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials
NAME: P RMIT#:
LOCATION: INSPECT ON: t
J TYPE OF STRUCTURE:
Comments
Y N N/A
F otings
Piers
Monolithic Slab �,.66
Reinforcement in-Place rye`
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backf`ill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L;\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
i
N7p==pp.f
73, s¢ ,
5/8' CIRF
s8po'e,�
104.49' i -~
SEGMENTAL
RETAINING WALL
LANDS N/F OF
ANTHONY J. & MARY SUE FERRARO
712/324
WILLI" T. CRIST
TO
ANTHONY J. & MARY SUE FERRARO
1081/264
THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY
OF A RESOLUTION ADOPTED 10/22/02 BY THE PLANNING
BOARD OF THE TOWN OF QUEEN5BURY. NEW YORK WITH
THE FOLLOWING CONDITIONS:
1. SHOW A CUT THROUGH OR ACCE55 TO THE ABUDTTING
PROPERTY TO THE SOUTH IN ACCORDANCE WITH
SECTION 179-19-010.
ZONING ADMINISTRATOR
DATE
LAND5GAPING —�
1 N57017'30'E
271.70'
30, 25 00' ` - `' "� f UMIT5 OF U5ED CAR
_ 2 D1 CONSTRUCTS
r
AREA
,. -\ { D
30, � 30
;
EXI5TING CRU5HE STONE
l
i O r. N
PARCEL AREA cn " o t 2�-',� \ 2-1 Q —1
122, 722.44 sq. ft. .---
2', I Co
cn .-
_ O
2.82 acres .�
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s'
OMITS RA
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i 5/8'
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1 BULDNG MOUNTED � f li i r..... _
/ UGttYPIGAI. Ts T2 , .- ; ; _
/ 2 J et tit _ 2 /� .L t / .. =200
n.42..;
2 / — r, 1 100 WATT "PS
FF
1 OFFICE
USED AUTO DISPLAY
PARKING A5 PREVIOU5LY
APPROVED
EXISTING ASPHALT 5URFAGE
NEW STONE
/ SURFACE a -
/ EXI5TING A5PHALT 5URFAGE
I ^ -
- S57028'000W
I.00 EXISTING CRUSHED STONE
ACCE55 TO
ADJACENT PROPERTY
I I
LANDS N/F OF
RONALD N. & JANIS A. JECKEL - —
1151/150
MAP REFERENCES:
MAP OF LANDS OF
NORTHWAY SPORTS, INC.
DATED: AUGUST 21, 1959
LAST REVISED: OCTOBER 7, 1980
BY: GLENN B. COULTER
MAP OF LANDS OF
BRUCE BUICK, INC.
DATED: DECEMBER 31, 1974
BY: P. RAYMOND KEYS
DEED
REFERENCE:
FIRST
AMERICAN BANK
OF NEW YORK
TO
WILLIAM T. CRIST
DATED:
AUGUST 19, 1982
BOOK
648 PAGE 262
O"ER / APPLICANT
WILLIAM T. CRIST / KEITH W. CRIST
1025 ROUTE 9
QUEENSBURY, NY 12804
518-793-8872
EXISTING A5FhALT 5URFAGE
Site Statistics
TAX MAP PARCEL - 29G.13-1-24
ZONING, HIGHWAY COMMERCIAL - INTEN5IVE - 1 ACRE
SITE AREA, 2.52 ACRES C122.722 sf)
SITE UTILIZATION
BUILDNG AREAS 24.000 sf ig.GZ
PAVEMENTS Cinc. graveDs 5G.288 sf 45.g7.
PERMEABLE AREAo 42.434 sf 34.5Z C30Z MIN. REQUIRED)
REQUIRED PARt9NGl - NEW SELF STORAGE USE ONLY,
1 PER 5 STORAGE U11105 = 28
PROPOSED PARKING - NEW SELF STORAGE USE ONLY,
31 5PACE5
BUILDING SETBACKS
REQUIRED PROVIDED
FRONT, 50, 118.g8' - existing
SIDE (5OUTH)s 20' min. - 50' sum 24.g1' exist. - 35' new
51DE CNORTM)= 20' min. - 50' sum 30.919' exist. - 30.53 new
REAR, 25' 104.441 - new
118.98`
1
1
SIGN
1
"'6
LEGEND:
O IPF
= RON PIPE FOUND
O IRF
= IRON ROD FOUND
O CIRF
= CAPPED IEON ROD FOUND
= UTILITY POLE
x
= WIRE FENCE LINE
= EDGE OF WOODS
GB O
= CATCH BASIN
wv
= WATER VALVE
LOCATION PLAN
SCALE V = 1,600' +/-
J
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TF=198.2 P
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SCALE V = 20'
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TF=197.99
Date= sepi ybw A 2002
Revlsioro
1. 10/21/02 - ENM FiEVEW
2. 10/25/02 - CONDITIONS
DATUM: ASSUMED 47348-1
CONTOUR INTERVAL = 1 FOOT
SH ET 1 OF 3
SURVEY DWG. NO. 02259
73-1 m--11.1 /296.13-1— 24
i
LEGEND:
O IPF
= RON PIPE FOUND
O IRF
= IRON ROD FOUND
O CIRF
= CAPPED IEON ROD FOUND
= UTILITY POLE
x
= WIRE FENCE LINE
= EDGE OF WOODS
CB O
= CATCH BASIN
D 4
= WATER VALVE
200 200
uon
Jc5
TF=198.21'
scab Ills im
01
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CB
TF=197'. 3
t.•
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TF=197.99
DATUM: ASSUMED
CONTOUR INTERVAL = I FOOT
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SCALE V = 20'
Date- September A 2002
pAwbiom
t
10/21/02 - ENGL REVEW
47 348 -- 2
SHWr 2 OF 3
73-1-11.1/296.13-1-24
SURVEY DWG. NO. 02259
PLIuni Cr
3/4" SETBA
VERSA -TUFF PIN
2 PER UNIT
GRADE DITCHLNE TO
DRAIN TOWARD ENDS
OF WALL
ADHERE GAP UNIT
TO TOP UNIT
W/VER5A-LOK
CONCRETE ADHESIVE
PINNING DETAIL
RECEIVING
SLOT
IMPERVIOUS FILL
GE05YNTHETIG
REINFORCEMENT
TEN5AR BX 1200
! DRAINAGE FILL
,A 12' THICK MIN.
4.5' MN. TYPICAL
VERSA-LOK OR EQUAL
MODULAR CONCRETE
FACING UNITS
DRAIN TILE 4' DIA.
OUTLET • END OF WALL
OR 0 40' CENTERS MIN.
�\ SLOPE TO DRAIN (1/8'/FT.)
{ \ W/FLTER FABRIG
LEVELING PAD G' MIN.
SANDS/GRAVEL.
TOPSOIL AND SEED
D15TURBED AREAS
EXCAVATE TRAY. INTO
COMPACTED SUBGRADE MATERIAL
G" CRUSHED STONE
GRADED #IA TO #2. NO FINES
MECHANICALLY COMPACTED
a - . a av-�aavunaur+��� — �• � •�—•�
STONE` SURFACE
RE
TAI N I N G WALL NOTE S
NOT TO SCALE
1.
STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMENT.
2.
BENCH CUT ALL EXCAVATED SLOPE$.
3.
DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE 501L ENGINEER TO REMOVE
4.
UNSUITABLE SOU..
SITE 501L ENGINEER SHALL VERIFY FOUNDATION $OL$ AS BEING COMPETENT
PER THE DESIGN STANDARDS AND PARAMETERS.
5.
BASE SHALL CON515T OF COMPACTED SANDS AND GRAVEL. MINIMUM G' THICK
G.
CONTRACTOR MAY OPT FOR A CONCRETE FOOTING. CONCRETE FOOTING SHALL
BE UNREINFORCED. DEPTH OF CONCRETE CAPPROXIMATELY V TO 20 AND COMPACTED
SOU. BASE SHALL NOT BE LE55 THAN G' THICK.
APPROX.
7.
MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12' FOR
EXCAVATION
WALL HEIGHTS FROM 4 FT. AND UP. G' BELOW 4 FT. UNLESS SHOWN DIFFERENTLY.
8.
FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION
INSTRUCTIONS AND WRITTEN SPECIFICATIONS.
9.
DRAINAGE FULL 12' THICK SHALL BE INSTALLED BEHIND THE WALL TO
WITHIN 18' OF THE TOP OF THE WALL.
10.
WHERE DRAIN TLE 15 USED PROVIDE OUTLETS • MIN. 40 FT CO.
11.
BACKFLL AND COMPACT IN FRONT OF THE WALL A5 WALL 15 INSTALLED.
12.
COMPACTION TESTS SHALL BE TAKEN AS THE WALL 15 INSTALLED. THE
MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE 51TE SOL5 ENGINEER.
13.
COMPACTION SHALL BE TO 957. OF MAXIMUM STANDARD PROCTOR DENSITY.
o
14.
GEOGRID SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRID
TIGHT PRIOR TO BAGKFILLING.
FLOWS AROUND THE
Oo
15.
PROVIDE LATERAL DRAINAGE SWALES TO DIRECT
REINFORCED BACKFILL
1G.
ENDS OF THE WALL.
E5TABU5H TURF AS SOON AS THE WALL 15 COMPLETED.
STRUCTURAL 957 STANDARD
17.
FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD.
PROCTOR DENSITY
IF
CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS
AND SPECIFICATIONS . THE CONTRACTOR MUST CONTACT THE ENGINEER
1
PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL.
L
TYPIGAL 5EGTION-REINFORGED-RETAINING WALL
MODULAR CONCRETE UNIT RETAINING WALL
-MAXIMUM HEIGHT ABOVE EXISTING GRADE G'-G' EXPOSED
5BER M05E FRICTION GUARD
Y WIRE
dia. CEDAR STAKES
ft LONG
SHREDDED BARK MULCH
' HIGH SAUCER
(ENDED PLANTING SOIL
)TES
.u.L TREES 3" CALIPER AND
LESS SHALL BE STAKED AS
SHOWN USING THREE STAKES
TREE PLANTING + STAKING DETAIL
NOT TO SCALE
3" SHREDDED BARK MULCH
3" HIGH SAUCER
AMENDED PLANTING SOIL
EVERGREEN PLANTING DETAIL
NOT TO SCALE
RISER AS REQUIRED
MR,
c° °
0
0 0
EROSION + SEDIMENT CONTROL NOTES
PRECAST CONCRETE
DRYWELL
8' DIA
rrl
8'-0*' min
HEAVY DUTY FRAME ♦GRATE
CAMPBELL FOUNDRY #118GD OR EQUAL 1 v
WRAP GRATE WITH FILTER FABRIC
UNTIL LAWN AREAS ARE ESTABLISHED 0;
� q v q Ds p
INSTALL MAY BALE DAM AROUND THE
CATCH BASIN GRATE UNTIL
LAWN AREAS ARE ESTABLISHED
SLOPE b
FLASHED GRADE q
a
� a D
.� abd bas abe
oa qa 4a
� .na b b
d W
a�
107C2
vED STONE" 51ZE min. Z
To'�'TO
GEOTEXTILE FABRIC
ALL AROUND STONE
ENVELOPE
-C
min
DRYWELL
NOT TO scut
L DEFORE ANY CLEARING OR GRIJDDNG OF THE um is INTnATED. AND DIJRNG
EARTHWORK PHASES. SEDIMENT TRAPS SMALL BE GONSTRUGTED N ALL STORM
SWALES AND DITCHES AND AS INDICATED ON THE PLAN.
2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORM A
PERVIOUS DARKER N THE SWALE OR WCH.
3. AT LEAST TWO WODDDN OR METAL STAKES SHALL DE DRIVEN THROUGH EACH SALE
TO ANCHOR R N PLACE. CONVENTIONAL SNOW FENCING MAY DE USED N LEJ
OF STAKES TO STAN= DALE TYPE 50NlM TRAPS.
4. AFTER EVERY STORM EACH SMIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR
CLOGGING, AND ANY FALUIE OR CLOGGING SHALL DE M' MIATELY CORRECTED.
S. ALL DARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS 15
POSSDLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL DE
SEEDED AND MULCHED BY OCTODER 16t. tEMPORARY RAPO GROWTH COVER
CROPS& SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE
STAKI ATION.
G. SMALL W40CS AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT
TRAPS, SMALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE.
7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE NVERT SLOPE EXCEEDS 2L. ALL SWALES AND
UNIAW OTfCMES SHALL DE SEEDED WITH ICED -CANARY GRASS FOR FOURC43
FEET ETTHER SEE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25
POUNDS per ACRE AFTER JUNE. ALL SEEDED AREAS SHALL DE MJLCHED WTTM
STRAW IM EOIATELY.
8. THE CONTRACTOR SMALL COMPLY WITH THE NEW YORK CAMM CS FOR URBAN
EROSION AND SCMW CONTROL AS PUDUSHED BY THE EMPIRE STATE CHAPTER OF
THE 50L AND WATER CONSERVATION SOCIETY.
MAXIMUM HIGH GROUND WATER
BELOW BOTTOM Of STONE
�•• ia-o• o.c. MAX
�rq�r.grrrrrrr�.
�:::rr•:::rrri:�r •.
9
I
• i .� 11l
36' FENCE POST. 20' or. MAX
DRIVEN 16' MN INTO GROUND
5LT STOP FABRIC
EMBED 6' MIN N BROUND
UNDISTURBED GROUND
5EDIMENT CONTROL FENCE
NOT TO SCALE
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NORTH
SCAM as noted
Date- September A 2002
t 1 10/21/02 - ENGL REVEW
47348-3
SHEET 3 OF 3
SURVEY DWG. NO. 02259