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PROPERTY ZONING CLASSIFICATION: CLI - COMMERCIAL LIGHT INDUSTRIAL 2r QUEENSEURY
MINIMUM LOT SIZE: 1 ACRE PER PRINCIPAL USE OR STRUCTURE
ZIP 12804
MINIMUM LOT WIDTH: 200 FEET _ EAGA
TAX MAP NUMBER: 308.16-1-55,56,58 & 61
CAD FILE NAME
SETBACKS REQUIRED PROPOSED PROJECT LOCATION ACAD\A-1 TREEWORKS\C-1 SITEPLAN
FRONT 50'-0" 492'-3" SCALE
SHORELINE 75'-0" NA NO SCALE 1" = 40'-0"
SIDE 30'-0" 35-0"
REAR 30'-0" 344'-7" THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
MAXIMUM BUILDING HEIGHT 60'-0" 40' MAX. AND LIN RED INK. ONLY SEALS IN RED INK MRP
SHALL BE CONSIDERED TRUE ORIGINALS
MINIMUM PERCENT PERMEABLE 30%
61.20% DRAWING TITLE
ACTUAL LOT SIZE: 415,413 SF (9.54 ACRES) PROPOSED
ACTUAL FRONTAGE: 290'-11"
PROPOSED SITE COVERAGE CONDITIONS 40 20 0 20 40 80 120 GRADING
COMPONENT AREA PERCENTAGE PLAN
TOTAL SITE 415,413 SF 100.0%
BUILDINGS 29,516 SF 7.11%
PAVING & WALKS 131,652 SF 31.69% GRAPHIC SCALE DRAWING No.
GREEN SPACE 254,245 SF 61.20% /-�
1" = 40'-0" C— 3
36" MIN. FENCE POST22'x4" WOOD STAKE, 36" MIN. FINISHED GROUND "ELEVATION"
WOVEN WIRE FENCE (MIN. 142 CONSTRUCTION SPECIFICATIONS:
WOVEN WIRE FENCE MIN. GAUGE, MAX. 6" MESH SPACING LENGTH WITH 2"x4" FRAME
( ) 1. FILTER FABRIC SHALL HAVE AN EQUIVALENT OPENING SIZE OF 40-85. - - - -
14 GAUGE, MAX. 6" 10 MAX. CENTER-CENTER WITH FILTER CLOTH COVER AROUND THE CREST FOR
OVER FLOW STABILITY BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS.
MESH SPACING) WITH 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS
FILTER CLOTH COVER ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. "TOP" ELEVATION
FILTER FABRIC SECURELY 3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT METAL
FASTENED TO THE STAKES, WITH A MINIMUM LENGTH OF 3 FEET.
OVERLAP STAKES TO 18" MIN. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM
20" MIN. ELIMINATE JOINTS IN FABRIC 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE
UNDISTURBED FLS USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. WASHED #2 CRUSHED
GROUND 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND AGGREGATE STONE
BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 36" NYSDOT SPEC.
FLOW HEIGHT OF FILTER -iTI-III II I IIIT "' 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE
16" MIN. COMPACTED SOIL
FABRIC FOR OVERFLOW STABILITY.
I I II II II EMBED FILTER CLOTH "T 7. INLET PROTECTION SHALL BE INSPECTED AND CLEANED AFTER EVERY STORM.
COMPACTED SOIL III- . - - - - - IT SHALL BE REPAIRED OR REPLACED AS REQUIRED BY CONDITION. ANY No. DESCRIPTION DATE
�i vO ////\\/ A MIN. 12" IN GROUND - - - - - ' 18" MIN. ACCUMULATED SEDIMENT SHOULD BE REMOVED WHEN 50% OF THE STORAGE o 0 0 0 0 0 0 0 0
EMBED FILTER CLOTH - / / 9 - - - ::'::; DEPTH IS ACHIEVED. "BOTTOM" ELEVATION REVISIONS
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A MIN. 6" IN GROUND 16 MIN. _ _ I\\/�\ . ; ; - - .;.: 8. LAND AREA SLOPE IMMEDIATELY SURROUNDING THE INLET PROTECTION DEVICE
, REMOVE ALL MATERIALS AND
SHOULD NOT EXCEED 1 PERCENT. 12" PERFORATED H.D.P.E.
UNSTABLE SEDIMENT AND DISPOSE OF PROPERLY. REGRADE ADJACENT AREAS _
9 UPON STABILIZATION OF THE DRAINAGE AREA
36" MIN. LENGTH FENCE POSTS 6" MIN. '
.. 36 IN.
4" • - - - - - TO FINISH SLOPES AND MATERIAL SPECIFICATIONS. 6 -
DRIVEN MIN. 16" INTO GROUND
N Q
SECTION M FILTER FABRIC
(OVERLAP 12" MIN.) � cNn � r
SECTION PERSPECTIVE VIEW MAXIMUM DRAINAGE AREA 1 ACRE. z
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= z
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Of
INLET PROTECTION DETAIL SEASONAL HIGH GROUNDWATER Of o o w
CONSTRUCTION SPECIFICATIONS: a- z
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2 z W o
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6" MAXIMUM MESH OPENING. REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. Q J co
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, a
CONSTRUCTION SPECIFICATIONS: o
STABILINKA T140N, OR APPROVED EQUIVALENT. c
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 1. THE TRENCH DIMENSIONS SHOWN FOR STORAGE VOLUME CALCULATIONS. IF SEPARATION DISTANCE � zz o
TO SEASONAL HIGH GROUND WATER CONFLICTS WITH TRENCH DEPTH, THE ENGINEER SHALL BE NOTIFIED. r� O a o z
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. z w U 0
2. THE TRENCH STORAGE VOLUME (GROSS) SHALL BE THE SAME OR GREATER THAN THE DESIGN 0 L ~ o
TURF SOD w/ JUTE MATTING VOLUME FOR EACH TRENCH LOCATION. N > � o
MAXIMUM DRAINAGE AREA 1/2 ACRE PER 100 FEET. @ O
SEE NOTE 5A (n iw >_ � w
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3 - INFIL TRA TION BED DETAIL = z 6 N 0 o W
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SILT FENCE DETAIL _ z Q � >I Q
N.T.S. CD
1 N.T.S. �j\\\%\ \j\\\ 8„ \\\%/ \\�\\ z F o �n� Z Of cn
REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 /j\\ / /\ /j \\� J U Q
\\\/ EROSION CONTROL NOTES W z U a
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/\ � : 1. ALL EROSION CONTROL PROCEDURES SHALL CONFORM TO "NEW YORK STATE STANDARDS AND SPECIFICATIONS
j\\\ FOR EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL U � cn >w
CONSERVATION, DATED AUGUST 2005 OR MOST CURRENT EDITION.
�\\AVING 0 \j\\ j\\\j \ 2. THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME DURING ALL PHASES OF
SWAL.P. ELEV.SPHALT P356 25 /\\��\i\\\/�/\\\/ LINE, GRADE E TO EAND CCROSS SAVATED ECTION THE ESHORTEST PRACTICALPERTH IODER OD OF TIMIMUM OF 5 EEAND
XPSHALL BE PERMAANENTAT ANY ONE ILY STABILIZED E. THE °IMMEDIATELY SURE ° LDFOLLOWING BE KEPT TO
HEAVY DUTY FRAME & GRATE WORK IS TO BE AS SHOWN &
36° FRAME TO BE MORTARED #4 BAR @ 6" O.C. E/W FINISHED GRADING WORK. NOTED AND IN ACCORDANCE
CAMPBELL #2816B o ON TOP OF CATCH BASIN WITH ADD'L #4'S @ OPNG. 3. AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED: (A) BASE COURSE WITH MANUFACTURER'S
0 0 0�o FINISH GRADE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED, (B) A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN RECOMMENDATIONS, TRADE
CONCRETE COVER o 0 0 0�0 0�0 _ _ _ ESTABLISHED, (C) A MINIMUM OF 3 INCHES OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIP-RAP HAS BEEN
00 0 0 0 o CONSTRUCTION SPECIFICATIONS: ASSOCIATION PUBLISHED
PRECAST TO FIT 1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND INSTALLED, OR (D) EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED.
GRATE 4. LAND SHALL NOT BE LEFT EXPOSED DURING WINTER MONTHS. CONSULT WITH ENGINEER FOR WINTER RECOMMENDATIONS AND
DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE. GENERALLY ACCEPTED LOCAL
2. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET STABILIZATION METHODS.
A 2'-6" 4'-O" THE CRITERIA HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE 5. ALL EROSION AND SILTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO THE INITIATION OF CONSTRUCTION INDUSTRY
B 6 6 NORMAL FLOW. EARTHWORK AND UTILITIES CONSTRUCTION. ALL SWALES AND CULVERT OUTLETS SHALL BE STABILIZED PRIOR TO PRACTICES.
3. FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE IN RECEIVING ANY STORMWATER.
THE COMPLETED SWALE. 6. PROVIDE EROSION CONTROL MATTING OR MULCH ON SLOPES STEEPER THAN 3:1. PROVIDE CHOPPED HAY
STORM SEWER PIPE TO 4. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF SO THAT IT MULCH ON LOAMED AND SEEDED AREAS.
BE MORTARED IN PLACE 24" SUMP 24" SUMP WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. 7. ALL STRUCTURAL CONTROLS INCLUDING SILT FENCE AND INLET/OUTLET PROTECTIONS SHALL BE INSTALLED
6" MIN. INV. XXX.XX 6" MIN. O INV. XXX.XX 5. STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR WHERE SHOWN PRIOR TO ANY ON-SITE GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. IT SHOULD
o VEGETATIVE PRACTICES: BE MAINTAINED DURING AND AFTER DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER AND FROM LAND
I A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FT. PER SEC., SEEDING AND MULCHING MAY BE USED FOR THE UNDERGOING DEVELOPMENT. WHERE POSSIBLE NATURAL DRAINAGE WAYS SHOULD BE UTILIZED AND LEFT OPEN TO
INV. XXX.XX INV. XXX.XX ESTABLISHMENT OF THE VEGETATION. IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY SWALES REMOVE EXCESS SURFACE WATER.
o B A OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM ENTERING THE SWALE DURING THE 8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNTS NECESSARY
~ ESTABLISHMENT OF THE VEGETATION. TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS.
J_ B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FT. PER SEC., THE SWALE SHALL BE STABILIZED WITH SOD WITH 9. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES,
SEEDING PROTECTED BY JUTE OR EXCELSIOR MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL.
SECTION A-A SECTION B-B DIVERSION OF WATER UNTIL THE VEGETATION IS ESTABLISHED. 10. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR
OTHER RELATED PROBLEMS. FILL EXTENDED TO SUPPORT UTILITIES, STRUCTURES, AND PIPING, ETC. SHALL BE
COMPACTED TO A MINIMUM 98% MAXIMUM DENSITY AT OPTIMUM POISTURE ACCORDING TO ASTM 1557D.
11. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
CONSTRUCTION SPECIFICATIONS: 12. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER
1. PRECAST CONCRETE STRENGTH: 4,000 PSI @ 28 DAYS STABILIZED RUNOFF SWALE DETAIL OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.
2. CONCRETE REINFORCEMENT: ASTM A-615 6x6 - 10/10 WWM ALL SIDES & BOTTOM FROZEN MATERIAL OF SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO
J. LOAD RATING: H-20 HIGHWAY VEHICLE LOADING WQv PRETREATMENT CAPACITY: ` FILLS. O O
CATCH BASIN SURFACE AREA, As = 10.0 SF J
4. INSTALL LINE SIZE TEE BAFFLE INSIDE CATCH BASIN ON OUTLET. REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. 13. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT.
MINIMUM WQv = 333 CF PER BASIN
5. DETAIL ILLUSTRATES ELEVATIONS FOR CB-1, CB-2, AND CB-3. 14. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE
USE CAMP-HAZEN FORMULA
ADD 0.71' TO ELEVATIONS SHOWN FOR CB-4. STANDARD AND SPECIFICATIONS FOR SUBSURFACE DRAIN, OR OTHER APPROVED METHODS.
As = (0.0081)(WQv) SF FOR I>75% O
EQUIVALENT WQv PRETREATMENT - 1,234 CF 15. BAILED HAY AND MULCH SHALL BE MOWINGS OF ACCEPTABLE HERBACEOUS GROWTH FREE FROM NOXIOUS
EACH BASIN LOCATION WEEDS OR WOODY STEMS, AND SHALL BE DRY; NO SALT HAY SHALL BE USED. �� O
DEEP SUMP CATCH BASIN DETAIL 16. PORTIONS OF THE SITE MUST BE STABILIZED WITHIN 14 DAYS WHERE CONSTRUCTION ACTIVITY IS TEMPORARILY
4 OR PERMANENTLY CEASED. O •��,' y
N.T.S. 17. MAJOR HAUL ROUTES AND AREAS OF SOIL DISTURBANCE SHALL BE WATERED AS NECESSARY TO MINIMIZE �•, N
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DUST NUISANCE. WHERE PRACTICAL, THEY SHOULD BE STABILIZED (COMPACTED, RIP-RAP, ETC.) TO REDUCE �i
B OFF-SITE TRANSPORT OF SOIL AND OTHER MATERIAL. IF SEDIMENT SHOULD ACCUMULATE ON SURROUNDING `V F-
6" MIN. PAVEMENT, REGULAR SWEEPING SHALL BE CONDUCTED. O �;
18. CONCRETE TRUCKS SHALL NOT WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER '�
3' 2:1 SLOPE OR FLATTER _ M
' PAVEMENT 2.1 SLOPE OR FLATTER STATE REGULATIONS.ACTIVITIES MUST BE PERFORMED AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL AND
EXISTING ON-SITE. H A
5.-1
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- - - -_ ..- LANDSCAPING NOTES M
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MOUNTABLE BERM A Ow- - 1. ALL PLANTING BEDS AND TREE PITS TO RECEIVE DARK BROWN CEDAR BARK MULCH TO A DEPTH OF 4 INCHES.
. ' ' ' ' (OPTIONAL) D PROVIDE LANDSCAPING FABRIC UNDER MULCH IN PLANTING BEDS. a
FILTER CLOTH PROFILE o 0 0 0 _ 2. WASHED RIVER STONE MULCH TO BE MINIMUM 6 INCHES DEPTH WITH LANDSCAPING FABRIC UNDER STONE.
3. PROVIDE MINIMUM 4 INCHES COMPACTED TOPSOIL DEPTH IN AREAS INDICATED ON THIS PLAN AND ALL OTHER
EXISTING GROUND GRADE LINE STABILIZATION AS REQUIRED, ON AREAS DISTURBED DURING DEMOLITION AND CONSTRUCTION.
STEEP SLOPES EXCAVATE TO 4. RESTORE ALL EXISTING LANDSCAPED OR HARDSCAPED AREAS DISTURBED AS PART OF THIS PROJECT (I.E.
50' MIN. o - I I C PROVIDE REQUIRED FLOW WIDTH UTILITY TRENCHES). '
_ AT FLOW DEPTH 5. ALL PLANTINGS SHALL FOLLOW STANDARDS OF ANSI Z60.1-2004 AMERICAN STANDARD FOR NURSERY STOCK.
6. PRIOR TO PLACEMENT OF ANY TREES, STAKE LOCATIONS AND NOTIFY OWNER/ENGINEER FOR FIELD
VERIFICATION.
DIKE A DIKE B 7. MAINTAIN AND PROTECT AS MANY EXISTING TREES AND SHRUBS AS POSSIBLE. PROTECT PLANTS AS NEEDED
(5 AC. OR LESS) (5-1 OAC.) FROM HEAVY EQUIPMENT, FALLING DEBRIS AND GENERAL DAMAGE FROM CONSTRUCTION ACTIVITY.
EXISTING GROUND 10' MIN. 8. CONSULT WITH OWNER/ENGINEER PRIOR TO REMOVAL OF ANY EXISTING TREES. IF APPROVED FOR REMOVAL,
CUT OR FILL SLOPE A - DIKE HEIGHT 18" 36" EXCAVATE ENTIRE STUMP OR GRIND DOWN MINIMUM 18 INCHES BELOW SURFACE.
B - DIKE WIDTH 24 36"
CROSS SECTION C - FLOW WIDTH 48" 72"
D - FLOW DEPTH 8" 15" CONSTRUCTION SEQUENCING NOTES
1. PRIOR TO ANY OTHER SITE WORK, THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED, THEN HAY
BALE CHECK DAMS AND SILTATION FENCING ARE TO BE CONSTRUCTED AS SHOWN, AND ARE TO BE MAINTAINED
12' MIN. SUFFICIENT GRADE TO DRAIN THROUGHOUT CONSTRUCTION UNTIL THE AREA IS COMPLETELY STABILIZED.
EXISTING POSITIVE DRAINAGE MAXIMUM 20% ALLOWABLE GRADE 2. ALL EARTH STOCKPILES ARE TO BE STABILIZED WITH HAY MULCH AND SEEDED WITH RYE GRASS. SILTATION
12' MIN. PAVEMENT FENCING TO BE PLACED AROUND THE BASE OF ALL STOCKPILES WHEREVER PRACTICAL.
3. GRADING OPERATIONS FOR AREAS TO BE PAVED OR OTHERWISE DISTURBED WILL THEN BE COMPLETED AND �� 0
UNDERGROUND UTILITIES INSTALLED. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED DURING
CONSTRUCTION UNTILL ALL AREAS ARE STABILIZED.
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY OR AFTER EVERY RAINFALL OF 0.5 INCHES OR �O
MORE.
5. DURING CONSTRUCTION, THE CATCH BASIN INLET GRATES SHALL BE PROTECTED FROM SEDIMENT.
6. ALL DISTURBED SOIL AREAS SHALL BE RESTORED IN ACCORDANCE WITH THE SOIL RESTORATION REQUIREMENTS
IN TABLE 5.3 OF THE DESIGN MANUAL (SEE PAGE 5-22). �Q
10' MIN. CUT OR FILL SLOPE 7. AFTER CONSTRUCTION IS COMPLETED AND VEGETATION IS ESTABLISHED IN THE DISTURBED AREAS, THE AREAS
PLAN VIEW IN AND AROUND THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE CLEANED UP, CARE BEING TAKEN NOT TO
ALLOW THE ACCUMULATED SILT TO RUN INTO THE WETLANDS AND/OR PROTECTED AREAS. THEN THE TEMPORARY
CONTROL SYSTEMS SHALL BE REMOVED AND THE AREA RETURNED AS NEAR AS POSSIBLE TO ITS NATURAL STATE.
CONSTRUCTION SPECIFICATIONS: PLAN VIEW
1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SITE PREPARATION & DEMOUTION NOTES CAD FILE NAME
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 30 FOOT MINIMUM LENGTH WOULD APPLY). CONSTRUCTION SPECIFICATIONS: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN PLANS ACAD\A-1 TREEWORKS\C-1 SITEPLAN
3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 1. ALL DIKES SHALL BE COMPACTED BY EARTH-MOVING EQUIPMENT. AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE.
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2. ALL DIKES SHALL HAVE POSITIVE DRAINAGE TO AN OUTLET. 2. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FROM ANY UTILITY SCALE AS NOTED
TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 3. TOP WIDTH MAY BE WIDER AND SIDE SLOPES BE FLATTER IF DESIRED TO FACILITATE CROSSING BY CONSTRUCTION TRAFFIC. COMPANY OR OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4. FIELD LOCATION SHOULD BE ADJUSTED AS NEEDED TO UTILIZE A STABILIZED SAFE OUTLET. 3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND ALL
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH 5. EARTH DIKES SHALL HAVE AN OUTLET THAT FUNCTIONS WITH A MINIMUM OF EROSION. RUNOFF SHALL BE CONVEYED TO A SEDIMENT UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT U.F.P.O. "DIG SAFE NEW YORK' THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY MRP
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5: 1 SLOPES WILL BE PERMITTED. TRAPPING DEVICE SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN WHERE EITHER THE DIKE CHANNEL OR THE DRAINAGE AREA ABOVE (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING AND IS IN RED INK. ONLY SEALS IN RED INK
JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS SHALL BE CONSIDERED TRUE ORIGINALS
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT THE DIKE ARE NOT ADEQUATELY STABILIZED. INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE DRAWING TITLE
ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE 6. STABILIZATION SHALL BE: (A) IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR SEED AND STRAW MULCH IF NOT IN SEEDING RESPONSIBILITY OF THE CONTRACTOR.
REMOVED IMMEDIATELY. SEASON, (B) FLOW CHANNEL AS PER THE CHART ON PAGE 5A.1 OF THE STANDARDS.ER EACH RAIN EVENT. 4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHIC DRAINS INTO AN APPROVED 5. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR
SEDIMENT TRAPPING DEVICE. DRAINAGE AREA <5 ACRES FOR DIKE "A", 5-10 ACRES FOR DIKE "B". RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. ALSO, THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS.
6. ALL BUILDING STRUCTURES TO BE REMOVED AND DISPOSED AT A LICENSED C&D LANDFILL. DETAILS
STABILIZED CONSTRUCTION ENTRANCE DETAIL 7. ANY DEMOLITION MATERIALS THAT CAN BE SALVAGED OR DEEMED VALUABLE AS A RECYCLED ITEM SHALL BE
EARTH DIKE DETAIL SEGREGATED FROM THE REFUSE AND PILED IN A DESIGNATED AREA.
6 8 IF PERMITTED, WOOD DEBRIS, CLEAN AND FREE OF ANY CONTAMINANTS AND/OR FOREIGN MATERIALS (I.E.
REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. 7 FIBERGLASS INSULATION, GYPSUM, METALS, ETC.), MAY BE SHREDDED & CHIPPED ON SITE IN SMALL QUANTITIES
REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. AND RECLAIMED FOR LANDSCAPING MULCH.
9. IF PERMITTED, CONCRETE DEBRIS, CLEAN AND FREE OF ANY CONTAMINANTS AND/OR FOREIGN MATERIALS
(I.E. OIL, PETROLEUM PRODUCTS, METALS, ETC.) MAY BE PULVERIZED ON SITE IN SMALL QUANTITIES AND DRAWING No.
RECLAIMED FOR GENERAL AND/OR STRUCTURAL FILL.
C- 4
I
LEGEND & NOTES
FRAMING IS WWPA SPF#2 EXCEPT AS NOTED.
1 101. APPROX.';!' LATERAL WEB BRACING — 850fb — 1,200,000 E
AS SPECIFIED BY TRUSS MFR. sizE I
3/16" DIA. HOLE TYP. BOTTOM CHORD INDICATES MEMBER, SIZE & SPACING. _
/ ( ) BRACING
TRUSS sLZE INDICATES BEAM SIZE.
M
® POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR No. DESCRIPTION DATE
2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. REVISIONS
EXT. WALL--\ TRUSS I
to 2x DIAGONAL BRACING, AT EACH FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS
LINE OF LATERAL WEB BRACING — NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE
2 BY xi� IAT EACH GABLE END — ALSO AT
CHORD BRAOCE INTERVALS NOT EXCEEDING TWICE TREATED. LJ.I N }
THE HEIGHT OF THE TRUSS. NOT TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS u
LESS THAN ONE LINE OF DIAGONAL � ~ }
PL 1/4" x 7" x 1'-1" BRACES ON EACH WEB. PREPARED BY A LICENSED ENGINEER OR ARCHITECT. SNOW LOAD 50 psf ON FLAT. zUJ
Q
CENTERED ON COLUMN U z
BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL o Q z
OR ANGLE BRACES 2 BY DIAG. STRENGTH OF MEMBERS. � o b
UJ
BRACES ® END WALL OR LATERAL WEB BRACE
EACH END GABLE TRUSS Q 0 COMBINATION EXIT/ EMERGENCY �F FIRE EXTINGUISHER = z " V)
TRUSS LIGHT AND EXTERIOR EMERGENCY LIGHT (FINAL LOCATIONS TO V � Q T
PL 1/4" x 12" x 1'-1" PARTIAL PLAN VIEW -- APPROX. 45' FIXTURE CONNECTED TO BATTERY BE COORDINATED WITH o o
BACK—UP OF EXIT/ EMERGENCY LIGHT FIRE MARSHALS OFFICE) Q < z z
Q o z
PARTIAL SIDE VIEW J
= wof
" BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY Q � ° o
TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS v 00 cc r- a o = o
EMERGENCY LIGHT FIXTURE W BATTERY BACK—UP = cV N N O O ~
PL 1/4 x 7 x 1 —1
IN LIEU OF THESE GENERIC DETAILS _ O o u F- af w
TYPICAL TRUSS BRACING cin ° a
BRACKET DETAILS v _0 � Q
� 0
N.T.S.
� � ,4- c: X0 o
f):� w C.5 > LZw
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
200'-0" RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
199_9» RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
4j" 7'-71" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-7J" 4j"
I I I I I I I I I I I I I I I I I I I I I I I I I I
II I I I I I I I I I II II II II II I I I I I I I I I II I
! ! ! ! ! ! !
�j 3/0 DBL. 14" LVL 2x4 FURRING W/ 3/0
in D BEAM (CONT.) R-21 BATT AND Q
6/MIL POLY
p00
I
I
n O
-, 0
�
'00 - �
DBL. 14" LVL I u Z
o DBL. 14" LVL BEAM (CONT.)
BEAM (CONT.)00
F•L•' ^
M
O
00 TRUSSES AT 48" O.C.
in d- d- in
I
00 1
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o M
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UTILITIES �v
ao n Q
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CAD FILE NAME
U-) ACAD\A-1 TREEWORKS\A-1
Dm
p � � SCALE AS NOTED
THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
12'-6" 12'-6" 12'-6" 12'-6" SHALL BE CONSIDERED TRUE ORIGINALS
DRAWING TITLE
7'-7 " 8'-0" 8'-0" 1'-9" 1'-9" 8'-0" 5'-9" 12'-6" 5'-9" 8'-0" 1'-9" 1'-9" 8'-0" 8'-0" 1'-9" 1'-9" 8'-0" 5'-9" 12'-6" 5'-9" 8'-0" 1'-9" 1'-9" 8'-0" 7'-7 "
BUILDING
199'-9"
200,_0„ PLAN
SECTIONS
& DETAILS
FOUNDATION PLANZ FIRST FLOOR PLAN
1/8"=l'—O" DRAWING No.
A- 1
I
RIDGE VENT
No. DESCRIPTION DATE
METAL ROOF REVISIONS
PANELS
WCD
N }
O cn
Z .
ALUM. FASCIA
Z I
¢
U � = z
U
W O ¢ z
Of O W
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ZU D
METAL SIDING ¢ J
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0
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6 O N
12'-0" x 14'-0" o � o 6 E O
RIGHT SIDE ELEVATION SECTIONAL O.H. � w 0 > L� W
1/8"=l'-O" DOOR
F
TO BE AS SHOWN &
ND IN ACCORDANCEANUFACTURER'S
NDATIONS, TRADE
TION PUBLISHED
ENDATIONS AND
YACCEPTED LOCAL
CTION INDUSTRY
S.
RIDGE VENT
METAL ROOF
PANELS
ALUM. FASCIA
METAL SIDING
00
O
N
c 1�3 u
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LEFT SIDE ELEVATION
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ALUM. FASCIA 3 � �Sv
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METAL SIDING 3 12
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N N
CAD FILE NAME
ACAD\A-1 TREEWORKS\A-1
I I
�, o SCALE AS NOTED
I
7, LN \ THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
00 iiiiiiiiiiiiiHilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiHilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii11111111111Iiiiiiiiiiiiiiiiii
00 ` SHALL BE CONSIDERED TRUE ORIGINALS
DRAWING TITLE
/
3'-0" x 6'-8" (4) 8'-6" x 15'-0"—/ 3'-0" x 6'-8" BUILDING
H.M. DOOR UNIT SECTIONAL SLIDING H.M. DOOR UNIT
DOOR PANELS ELEVATIONS
FRONT ELEVATION REAR ELEVATION
DRAWING No.
A- 2
I
1
I
METAL ROOF PANELS
2x4 PURLINS AT 24" O.C.
12
3
No. DESCRIPTION DATE
REVISIONS
I
W
N }
Q
OU
U }
z
z � a
� = z
2x4 FURRING AT 24" O.C. R-38 ROOF V z Q
INSULATION � o bi
METAL CEILING PANEL KNEE BRACE
w n
} w o
zU D
U ¢ JV)
N � a =
LL o
METAL SIDING PANELSQ 0
2x4 FURRING W/ J E w o
w U r
R-21 BATT AND L ~ � o
Q � U
6/MIL POLY 2x4 GIRTS AT v o co i o
z
_ c N N a O O U
24" O.C.
Q _ � — ooT F- cif
w Qo �
m %i 6 => � �@c o_ z
LL. � � z 0 � � ¢
� a_ p inn � F—
O U -p x U � <
BUILT UP 6x6 co CO -
o POSTS @ 8'-0" = � `" X 0
O.C. C9 > w
0
I
0
N WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
BUILDING SECTION METAL ROOF PANELS
2x4 PURLINS AT 24" O.C.
ROOF TRUSSES AT 48" O.C. O
COMPOSITION VJ N
CLOSURE PIECE O
METAL FLASHING O
ALUM. FASCIA
2x6 SUB FASCIA FT O �;
VINYL SOFFIT
2x KNEE BRACES
AT 8'-0" O.C. 2x BLOCKING (CONT.)
2x ANGLE BRACES .-� O�
.� 2x12 (CONT.) PROVIDE SOLID
2x4 GIRTS AT 24 O.C. BLOCKING BETWEEN MEMBERS
® TRUSS BEARING LOCATIONS
(4) 2x6 BUILT UP POSTS METAL SIDING PANELS
ALL MATERIAL IN CONTACT
WITH CONCRETE OR SOIL TO
BE PRESSURE TREATED METAL SIDING PANELS
a
J 2" RIGID INSULATION ATTACHED
b TO INSIDE OF 2x8 TREATED
RIBBON BOARD
TREATED 2x8 RIBBON BOARD (CONT.)
of COMPOSITION CLOSURE PIECE
0 �Sv
6" CONC. SLAB
WI TH W.W.F.
FINISH GRADE -H 0
6" COMP FILL
0 0 0 0 0 0 0 0 0 0 0 0 0 s °
r
0 0 0 0 0 0 0 0
0 0 _ o o _ _ o _ _ _ _ o _ o 0 0
2" RIGID OUT 2'-0" ALL =o
AROUND ENTIRE PERIMETER I
EXISTING GRADE
CAD FILE NAME
16" I.C.F. @ PERIMETER ACAD\A-1 TREEWORKS\A-1
81, SCALE AS NOTED
THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
STRAP ANCHORS SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE
18"0 x 6" CONCRETE FOOTING +I
d WELDED WIRE FABRIC REINFORCING
BUILDING
& WALL
SECTIONS
TYPICAL WALL SECTION DRAWING No.
N.T.S.
A- 3