HomeMy WebLinkAbout54-99 Kraft Foods Wastewater Treatment Building Addition - Stonewall - Backfile (2)N
PROJECT LOCATION ,,.�,<✓ `
FREDERICK COUNTY /
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V IR G I N I A
E�� � � �., ,� � I�� - ��� � ; � • � _ . Cam) Imo' l . I�
220 Park Center Drive
Winchester, VA 22603
Phone: (540) 678-0442
WASTEWATER
TREATMENT
COUNTY,
VIRGINIA
UILNDEX- O DIR.AWINGS
DESCRIPTION
DRAWING NO.
NOTES AND LEGEND.......................................................C-1
EXISTING SITE CONDITIONS..........................................C-2
SITE PLAN........................................................................0 - 3
=0
JA'
�pNAL
SEAL
VICINITY MAP
1" = 2000'
Rev. 1 1 /03/1999
Approved by the Zoning Administrator
J
Zoning Administrator Signature Date
AP ROVED
AT Z 17
�4�dD ENGINEERING, INC.
971 Acorn Drive
Harrisonburg,
VA
22802
Phone:
(540)
434-4135
C ID 042
Cu
9
GENERAL NOTES
1. Contractor shall furnish all materials, labor and equipment required
and shall perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
implied as necessary. Unless otherwise noted, specifications for all
work will be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation, Virginia
Department of Health, County of Frederick, and the contract documents.
2. Any discrepancies found between the drawings and specifications,
and site conditions or any inconsistencies or ambiguities in drawings
or specifications shall be immediately reported to the engineer in
writing. who shall promptly address such inconsistencies or ambiguities
in writing. Work done by the contractor after his discovery of such
discrepancies. inconsistencies or ambiguities, without clarification from
the engineer of record, shall be done at the contractor's risk.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty-eight (48) hours prior to any excavation
call "Miss Utility" 1-800-552-7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense, all permits required prior to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnical
Engineer / Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars,
construction materials, soil stockpiles. etc.
8. Refer to architectural drawings for exact building dimensions.
CONSTRUCTION NOTES
EARTHWORK NOTES:
1. All materials used for fill or back -fill shall be free of wood. roots,
rocks, boulders or any other non -compactible soil type material.
Unsatisfactory materials also include man-made fills and refuse
debris derived from any source.
2. Satisfactory material for use as fill for public streets include Wferials
classified in ASTM D-2487 as GW. GP, GM, GC, SW. SP. SM, SC.
ML and CL groups. The moisture content shall be controlled within
plus or minus 2 percentage points of optimum to facilitate compaction.
Generally. unsatisfactory materials include materials classified in ASTM
D-2487 as PT. CH. MH. OL, OH, and any soil too wet to facilitate
compaction. CH and MH soils may be used subject to results of the
Geotechnical Report and upon approval from VDOT. Soils shall have
a minimum dry density of 92 lb/cu. ff. per ASTM D-698 and shall have
a plasticity index less than 17.
3. Materials used to construct embankments for any purpose, back -fill
around drainage structures or in utility trenches or any other depression
requiring fill or back -fill shall be compacted to 95% of maximum density
as determined by the standard proctor test as set out in ASTM Standard
D-698. The contractor shall, prior to any operations involving filling or
back -filling, submit the results of the proctor test together with a certification
that the soil tested is representative of the materials to be used on the
project. Tests shall be conducted by a certified materials testing
laboratory and the certifications made by a licensed professional
engineer representing the laboratory.
4. Compaction of fill material under building slabs shall be based upon
recommendations of soils engineer after completion of standard proctor
test and shall meet bearing requirements of architect for buildings. The
contractor shall be responsible for testing.
5. Embankment fill and trench back -fill shall be placed in lifts at a maximum
uncompacted depth of 8 inches and 6 inches, respectively. Density tests
shall be conducted at the following minimum frequencies:
(a) embankments for roads, streets, dams, etc.:
one test per lift per 10,000 square feet of lift.
(b) back -fill around structures and in trenches:
one test per lift per 500 linear feet of trench.
6. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all regulatory agencies.
L
TRIAD ENGINEERING, INC.
HARRISONBURG VIRGINIA
01
LEGEND � M
SITE PLAN NOTES: V
EXISTING PROPOSED
1. Parcel area: 20.00 acres
2. Zoning:, M-1 ------ y
0
3. Use: Manufacturing ROADS 3
4. Property Identification #: 54 ((A)) 36H
5. Magisterial District: Stonewall — — — — — —
6. Building Setbacks (req'd): o y
'------------
•-•-•-•-•-• ROAD CENTERLINE
Front= 75o
S i de= 25'
Rear= 25' = = = = = = = CURB
r
7. Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99) o
Proposed: 8.727 sq. ft. (Per Site Development Plan #52-99)
Proposed: 2,312 sq. ft. (Per this plan) CURB TAPER a
Existing: 219,298 sq. ft.
8. F.A.R.= 9.371 sq. ft. (Per Site Development Plan #50-99) + ------------- :.•:.•: •: SIDEWALKS
8,727 sq. ft. (Per Site Development Plan #52-99) + o
2.312 sq. ft. (Per this plan) +
219,298 sq. ft. (existing)
BUILDINGS
=239.708 (sq. ft. gross floor area) I C
239.708 /(20*43560)=0.275 (—
0) N
—X X FENCE 0) " o
C o w
DECIDUOUS TREE 1? 6 z
F-LO'OR AREAS C
+- v � v
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CONIFEROUS TREE
EXISTING MANUFACTURING - (-/-)209.026 SQ. FT.
PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4"52-99)- <¢/-)8,727 SO.FT.
PROPOSED MANUFACTURING (PER THIS PLAN)- SO.FT. CONIFEROUS SHRUBIn C Ile
m
EXISTING OFFICE SPACE - (-%/-)I0.272 SO. FT. ;
PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4050-99J- <+/-J9.37/ SO. FT.
GROSS FLOOR AREA -lam/-)239.708 SO. FT. -"-"-"-"-"-"' PROPERTY LINE
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA (PER SITE DEVELOPMENT PLAN 0'50-99J- Cam/-J/.334 SQ. FT. STORM SEWER
TOTAL FLOOR AREA SQ. FT. Z
— — 2900 — — e900 INDEX CONTOUR
-----2898---- Sass INTERMEDIATE CONTOUR Z
X SPOT ELEVATION z
2876.3 ee93.6s"" ►-
;;a
------------ LIMITS OF CLEARING AND/OR GRADING LJJ Z
ABBREYIATION w Ft
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CONC. CONCRETE 0 W
D I A. DIAMETER Z 0
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EL. ELEVATION W ;M
ESMT. EASEMENT
EW EXISTING WATER 0
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EX. EXISTING Q
F.E. FOUNDATION ELEVATION
F.E.S. FLARED END SECTION ry
F.H. or F/HYD FIRE HYDRANT
FL FIRE LINE
F.W. TOP OF FOUNDATION WALL
G.V. GATE VALVE
HIOR I Z. HORIZONTALTH ®F y
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LAT. LATERAL
LT. LEFT PIP.
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MIN. MINIMUM (Z 9
NE NORTH EAST
NW NORTH WEST ORAL F'
P.C. POINT OF CURVE
P.I. POINT OF INTERSECTION PROFESSIONAL SEAL
P.T. POINT OF TANGENT
PVC POINT OF VERTICAL CURVE
PVI POINT OF VERTICAL INTERSECTION
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R RADIUS F— Z Z
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SE SOUTH EAST � F- Q � 0
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DENSE TREES d BRUSH 1,
RETAIL � i RETAIL 41c I ZONED B-3 1 1
ZONED B-2 I 54°"(A)8 85 /'� 1[ �` 43 ((1) A 1
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'vt I PP FLOOR ELEV.-690.0 1C I 't J C J t ( I I
I �� I BUILDING HEIGHT -LESS THAN 60' I I I \— � _� \_
VACANT MANUFACTURING �'
FLOOR AREA■219.298 SO. FT.
ZONED M-1 ' Ici I 54NEDAM-136H
54 ((A)) 36G
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C-2
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TRIAD ENGINEERING, INC.
NOTES:
lJ PROPOSED BUILDING ADDITION WILL NOT INVOLVE AN
INCREASE /N THE NUMBER OF EMPLOYEES ENGAGED /N
MANUFACTURING ACTIVITIES.
2J MAX/MUM BUILDING HEIGHT FOR ZONING DISTRICT
M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK
COUNTY ZONING ORDINANCE. THE HEIGHT OF THE
PROPOSED BUILDING IS LESS THAN 60'.
3J THIS ADDITION /S AN ENCLOSURE FOR THE EXISTING
FACILITY AND REQUIRES NO ADDITIONAL WATER OR
SANITARY SEWER CONNECTIONS.
4J THE ADDITION /S ENTIRELY WITHIN PAVED/CONCRETE
AREAS, HENCE THERE IS NO CHANGE TO THE EXISTING
SITE CONDITIONS FOR STORM WATER MANAGEMENT.
5J DUE TO THE LIMITED SIZE OF THIS PHASE OF THE PROJECT,
AN EROSION AND SEDIMENT CONTROL PLAN AND NARRATIVE
IS NOT REQUIRED. HOWEVER. DUE CAUTION SHOULD BE
TAKEN /N PLACING EROSION AND SEDIMENT CONTROL MEASURES
AS NEEDED TO PROHIBIT EROSION AND SEDIMENT TRANSFER.
6J SEE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR FOUNDATION
DETAILS AT EXISTING UTILITY CROSSINGS. DOOR LOCATIONS,
STOOPS, ETC.
7J BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE
FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS.-
-FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75'
-FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75'
-SIDE YARD SETBACK - 25'
-REAR YARD SETBACK - 25'
8J BUILDING SETBACKS PROVIDED.-
-FRONT YARD BUILDING SETBACK PROVIDED TO THE EAST (PARK CENTER DRJ - 660.8'
-FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH (WEST BROOKE RDJ-143.8'
-SIDE YARD BUILDING SETBACKS - N/A
-REAR YARD SETBACKS - N/A
9J ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
lOJ NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION.
//j THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES.
I2J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDITION
ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. THE PROPOSED FIXTURES
AND BULBS WILL MATCH THE EXISTING LIGHTING SCHEME. PROPOSED LIGHTING/FIXTURE
STYLE IS "WALL WASHER'. SEE ARCH. PLANS FOR LIGHTING SPECIFICATIONS.
existing building
f i n i sh f I oor=690. 00 existing son. sew. m/h
top=685.91
4" inv. in=683.99
4" inv. in=679.35
existing 6" inv. in=679.31
roof drains) 6" inv. in=679.26 existing existing
1 0" inv. out=679. 01 bu i l d i n/q roof r drain
/ / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / A / / / .
ex i st i ng storm m/h
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12 inv. out=680. 76Zz
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10" inv. i n=680.20
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IT ��' bo I
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12 inv out=679. 97
I existing edge of concrete pad
existing
r 42.67' T —
edge of pavement
PLANT
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IiI tit WASTEWATER TREATMENT
It 11 BUILDING ADDITION
PROPOSED USE: W AST EW AT ER TREATMENT
III t1t 2.312 SO. FT. (•/-)
FINISH FLOOR-686.33
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PROJECT LOCATION �.���✓ `
FREDERICK COUNTY , J
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WAST,,EWATER
TREATMENT
C�7�1i1►�11���
VIRGINIA
INDEX OF D/f'N"AWINGS
DESCRIPTION DRAWING
NOTESAND LEGEND......................................_................C-1
EXISTING SITE CONDITIONS..........................................C-2
SITEPLAN.........................................................................0 - 3
_A_ IF P"r C3 IE 1***T IE a -A- I..., IF �D �D IF) S
220 Park Center Drive
Winchester, VA 22603
Phone: (540) 678-0442
JA
,� OP'
ANAL
PROFESSIONAL SEAL
VICINITY MAP
1" = 2000'
Rev. 1 1 /03/1999
Approved by the Zoning Administrator
z I -7 o-c)
Zoning Administrator Signature Date
C][7%7lC]L IENk3]CNlElE1F�:
Z::Rl ENGINEERING, INC.
971 Acorn Drive
Harrisonburg, VA 22802
Phone' (540) 434-4135
C [D 042
0 UA
GENERAL NOTES
I. Contractor shall furnish all materials, labor and equipment required
and shall perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
implied as necessary. Unless otherwise noted. specifications for all
work will be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation. Virginia
Department of Health. County of Frederick, and the contract documents.
2. Any discrepancies found between the drawings and specifications.
and site conditions or any inconsistencies or ambiguities in drawings
or specifications shall be immediately reported to the engineer in
writing, who shall promptly address such inconsistencies or ambiguities
in writing. Work done by the contractor after his discovery of such
discrepancies, inconsistencies or ambiguities. without clarification from
the engineer of record, shall be done at the contractor's risk.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty-eight (48) hours prior to any excavation
call "Miss Utility" 1-800-552-7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense, all permits required prior to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnical
Engineer / Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars,
construction materials, soil stockpiles. etc.
8. Refer to architectural drawings for exact building dimensions.
CONSTRUCTION NOTES
EARTHWORK NOTES:
SITE PLAN NOTES:
1.
Parcel area: 20.00 acres
2.
Zoning: M-1
3.
Use: Manufacturing
4.
Property Identification #: 54 ((A)) 36H
5.
MaigisterIaI District: Stonewall
6.
Building Setbacks (req'd):
Front= 75'
Side= 25'
Rear= 25'
7.
Building Area= Proposed: 9,371 sq. ft. (Per
Site
Development Plan #50-99)
Proposed: 8,727 sq. ft. (Per
Site
Development Plan #52-99)
Proposed: 2,312 sq. ft. (Per
this
plan)
Existing: 219,298 sq. ft.
8.
F.A.R.= 9,371 sq. ft. (Per Site Development
Plan
#50-99) +
8,727 sq. ft. (Per Site Development Plan #52-99) +
2,312 sq. ft. (Per this plan)
+
219,298 sq. ft. (existing)
=239,708 (sq. ft. gross floor
area)
239,708 /(20*43560)=0.275
RLOOR AI E.AS
EXISTING MANUFACTURING SO. FT.
PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4"52-99)- (-/-)8,727 SQ. FT.
PROPOSED MANUFACTURING (PER THIS PLAN)- <t/->2.3/2 SQ. FT.
EXISTING OFFICE SPACE - (+/-)/0.272 SO. FT.
PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4P50-99)- (-/-)9.37/ SO. FT.
GROSS FLOOR AREA SO. FT.
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA (PER SITE DEVELOPMENT PLAN **50-99)- <¢/->/.334 SO. FT.
TOTAL FLOOR AREA SQ. FT.
1.
All materials used for fill or back -fill shall be free of wood. roots.
ABBREVIATIONS
rocks. boulders or any other non -compactible soil type material.
C/L OR (L
CENTERLINE
Unsatisfactory materials also include man-made fills and refuse
CONC.
CONCRETE
debris derived from any source.
DIA.
DIAMETER
EG
EXISTING GAS
2.
Satisfactory material for use as fill for public streets include materials
EL.
ELEVATION
classified in ASTM D-2487 as GW, GP. GM, GC, SW, SP, SM, SC.
ESMT.
EASEMENT
ML and CL groups. The moisture content shall be controlled within
EW
EXISTING WATER
plus or minus 2 percentage points of optimum to facilitate compaction.
EX.
EXISTING
Generally, unsatisfactory materials include materials classified in ASTM
F.E.
FOUNDATION ELEVATION
D-2487 as PT, CH, MH. OL. OH, and any soil too wet to facilitate
F.E.S.
FLARED END SECTION
compaction. CH and MH soils may be used subject to results of the
F.H. or F/HYD
FIRE HYDRANT
Geotechnical Report and upon approval from VDOT. Soils shall have
FL
FIRE LINE
a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have
F.W.
TOP OF FOUNDATION WALL
a plasticity index less than 17.
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
3.
Materials used to construct embankments for any purpose. back -fill
INV.
INVERT
around drainage structures or in utility trenches or any other depression
LAT.
LATERAL
requiring fill or back -fill shall be compacted to 95% of maximum density
LT.
LEFT
as determined by the standard proctor test as set out in ASTM Standard
M/H
MANHOLE
D-698. The contractor shall, prior to any operations involving filling or
MIN.
MINIMUM
back -filling, submit the results of the proctor test together with a certification
NE
NORTH EAST
that the soil tested is representative of the materials to be used on the
NW
NORTH WEST
project. Tests shall be conducted by a certified materials testing
P.C.
POINT OF CURVE
laboratory and the certifications made by a licensed professional
P.I.
POINT OF INTERSECTION
engineer representing the laboratory.
P.T.
POINT OF TANGENT
PVC
POINT OF VERTICAL CURVE
4.
Compaction of fill material under building slabs shall be based upon
PVI
POINT OF VERTICAL INTERSECTION
recommendations of soils engineer after completion of standard proctor
PVT
POINT OF VERTICAL TANGENT
test and shall meet bearing requirements of architect for buildings. The
R
RADIUS
contractor shall be responsible for testing.
R.D.
ROOF DRAIN
RT.
RIGHT
5.
Embankment fill and trench back -fill shall be placed in lifts at a maximum
SAN. SEW. or S
SANITARY SEWER
uncompacted depth of 8 inches and 6 inches, respectively. Density tests
SEW.
SEWER
shall be conducted at the following minimum frequencies:
ST'D
STANDARD
STM. SEW.
STORM SEWER
(a) embankments for roads, streets, dams, etc.:
SE
SOUTH EAST
one test per lift per 10.000 square feet of lift.
SW
SOUTH WEST
TPD
TRIPS PER DAY
(b) back -fill around structures and in trenches:
VERT.
VERTICAL
one test per lift per 500 linear feet of trench.
W/L
WATERLINE
X-ING
CROSSING
6. Changes or revisions to these construction plans shall not be made
without approval by the owner. engineer and all regplatory agencies.
L
TRIAD ENGINEERING, INC.
HARRISONBURG VIRGINIA
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C-2
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TRIAD ENGINEERING, INC.
NOTES:
lJ PROPOSED BUILDING ADDITION WILL NOT INVOLVE AN
INCREASE /N THE NUMBER OF EMPLOYEES ENGAGED IN
MANUFACTURING ACTIVITIES.
2J MAX/MUM BUILDING HEIGHT FOR ZONING DISTRICT
M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK
COUNTY ZONING ORDINANCE. THE HEIGHT OF THE
PROPOSED BUILDING /S LESS THAN 60'.
3J THIS ADDITION IS AN ENCLOSURE FOR THE EXISTING
FACILITY AND REQUIRES NO ADDITIONAL WATER OR
SANITARY SEWER CONNECTIONS.
4J THE ADDITION /S ENTIRELY WITHIN PAVED/CONCRETE
AREAS, HENCE THERE IS NO CHANGE TO THE EXISTING
SITE CONDITIONS FOR STORM WATER MANAGEMENT.
5J DUE TO THE LIMITED SIZE OF THIS PHASE OF THE PROJECT,
AN EROSION AND SEDIMENT CONTROL PLAN AND NARRATIVE
IS NOT REQUIRED. HOWEVER, DUE CAUTION SHOULD BE
TAKEN /N PLACING EROSION AND SEDIMENT CONTROL MEASURES
AS NEEDED TO PROHIBIT EROSION AND SEDIMENT TRANSFER.
6J SEE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR FOUNDATION
DETAILS AT EXISTING UTILITY CROSSINGS.DOOR LOCATIONS,
STOOPS, ETC.
7J BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-I PER THE
FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS.-
-FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75'
-FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75'
-SIDE YARD SETBACK - 25'
-REAR YARD SETBACK - 25'
8J BUILDING SETBACKS PROVIDED.-
-FRONT YARD BUILDING SETBACK PROVIDED TO THE
-FRONT YARD BUILDING SETBACK PROVIDED TO THE
-SIDE YARD BUILDING SETBACKS - N/A
-REAR YARD SETBACKS - N/A
EAST (PARK CENTER DR.) - 660.8'
SOUTH (WEST BROOKE RDJ-143.8'
9J ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
IOJ NO OUTDOOR STORAGE /S PROPOSED WITH THIS ADDITION.
llJ THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES.
12J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDITION
ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. THE PROPOSED FIXTURES
AND BULBS WILL MATCH THE EX/STING LIGHTING SCHEME. PROPOSED LIGHTING/FIXTURE
STYLE IS "WALL WASHER'. SEE ARCH. PLANS FOR LIGHTING SPECIFICATIONS.
existing building
finish floor=690.00 existing son. sew. m✓h
top=685.91
4" inv. in=683.99
4" inv. in=679.35
existing 6" inv. in=679.31
roof drain(s) 6" inv. in=679.26 existing existing
1 0" inv. out--679. 01 bu i I d i n/q roof drain
/ / / /
existing
building
PLANT
NORTH
ex i st i ng
storm m/h
top=686.06
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in=680.73
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top=685.90
10" inv. in=680.20
12" inv. in=680.17
12" inv out=679.97
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SETBACK LINE � io PROPOSED
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1111 BUILDING ADDITION
PROPOSED USE: W AST EW AT ER TREATMENT
11 i 2.312 SO. FT. (•/-)
111k FINISH FLOOR-686.33
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