2009-593 MAP REFERENCE
LANDS N/F OF
SUBDIVISION PLAN MADE FOR HEWITT
HAYES AND HAYES
BY.- VAN DUSEN&STEVES
DATED:JUNE 15, 2007
LAST REVISED:NOVEMBER 5,2007
SBpa� LAND5 N/F OF
561
42�E VANGE
rr2 61,
0 h
033'5
1
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LOT 8 r4 1 F
GARAGE
44
NOTE, NO DRIVE OR
UTILITIE5 AT TIME rp
OF 5URVEY.
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LOT9
AREA
39�6 20,063.49 sq. ft.
1 STORY 0.46 acres
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LAND 5
Dates February 120 2010
' AURRDRDW AMA"OR AWTM TO A SURVEY Scale 1'=20'
an Du s e� IAIYAP BEMUU'A UCOM LAND SURVEYORS SEAL 3 A Map of a Survey made for
VK U.ATION OF SEMM 7209.SUB- VISM 2 OF M
NEW YORt STATE EDUCATION LAVK*
Stever b="MIES n10 O�L���S
YARD RYRI AN ORDINAL a THE YAYD�YIRYEYaRs _ �_
CLR,Au MNSOWCA7 m M VA�TR Clute Enterprises
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M SURVEY NAS N"ARD M ACCORDANCE wTtl TIE
Land surveyors °°�`�°fP'WNE`M�°SUVEYM RVEYM#"= ,.,�,
W THE PM MW STATE ASSOM7M OF PROFESSIONAL
LAND SURVEYORS.SAD CfltlIiICAUONS SMALL amOM.Y
M UE PERSON FOR W N TIE SURVEY IS PREOARID,AID
ON HS BENAUF TO TIRE TYRE COWMV.00VERPr DITAL
189 Haviland Road Queensbur , New York 12804 AOFNCY AND LOOM wsstr IM LISM MMOK AND Town of Queensbury, Warren County, New York
y 10 W Assam OF 1NE 130M RISMIM' I I Glute Enterprises
(518) 792-8474 New York lAc. No. 50135 EMOMMMMMAM NO. I DATE DESCRIPTION DWG. NO. 04007-9
308.6-2-10
DRAWNG:
DRAWING NOTES: si
Si-1) FOUNDATION DRAINS MAY BE ELIMINATED AT TIME OF CONSTRUCTION IF THE ENGINEER REVIEWS THE
FOUNDATION EXCAVATION FOR SOIL CONDITIONS AND DRAINAGE.
INFORMATION ABOVE FIRST FLOOR SHALL BE INFORMATION ABOVE FIRST FLOOR SHALL BE
PER JARRETT-MARTIN ENGINEERS, PLLC PER JARRETT-MARTIN ENGINEERS, PLLC
DRAWING "BOCES - BUILDING TRADES DRAWING "BOCES - BUILDING TRADES CONCRETE SPECIFICATIONS:
MODULAR HOME PROJECT" S2 - STRUCTURAL MODULAR HOME PROJECT" S2 - STRUCTURAL
SECTION (PRO 04-161) 1. CAST-M-PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI-101,
SECTION (PRO # 04-161) "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS'. ACI-318 "BUILDING CODE REQUIREMENTS FOR z
REINFORCED CONCRETE", EXCEPT AS MODIFIED HEREIN. O Tl7
2. ALL CONCRETE SHALL BE 3500 PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60.000 Z
PSI STRENGTH, AS7M A-615. O f,
DIMENSION VARIES WITH I I �.J
FRAMING & SHEATHING �� IN HES AN CONCRETE IN FORMS: DEPOSIT CONCRETE CONSTRUCTION FORMS T HORIZONTAL LAYERS NOT DEEPER THAN 4 w S
OPTION BEING USED / INCHES AND iN A MANNER TO AVOID INCLINED ECEDINLAYS JOINTS. WHERE PLACEMENT CONSISTS OF �/•�
SEVERAL LAYERS. PLACE EACH LAYER WHILE PRECEDING LAYER IN SILL PLASTIC TO AVOID COLD JOINTS. Q V/
3.1. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, ❑ ❑
DBL. 2x12 OR i�"x9�" MtCROLAM RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE
PERIMETER FLOOR DECK FRAMING WITH ACI 309, O Z
2•_p" e 3.7 DO NOT USE VIBRATORS 70 TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS �l
A.B. "x10' MIN. SPACED 6 O.C. 2x8 P.T. SILL R
v (MAX.) AND ,' FROM ENDS OVER TERMITE SHIELD VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS Of MACHINE. PLACE z
OF ALL P T. MEMBERS VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT LL"
io DAMP OOF PARGE INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT
DURATION OF VIBRATION TO TIME NECESSARY 70 CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF
FINISHED GRADE; ^ ,n REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. m
SLOPE AWAY FROM HOUSE i 8" POURED CONC. FOUND, WALL
6" (MIN.) OVER 10' ALL AROUND r. 13 RISE ® 7Iy1" 3'0 STL. POST 4. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS W
U
( �4 REBARS; Z 12 RUN ® 9' SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE. 0
(1) 2'-0" ABOVE FOOTING
5. DO NOT TACK-WELD OR WELD REINFORCING STEEL.
8-0" ABOVE FOOTING(})_. '
*, 1 6. COMPACTION OF SUBBASE MATERIAL SHAH BE DONE IN 6"LIFTS TO 95'6 AM D-1557 DENSITY
R-11 INSULATION 16"x8" CONC. FTG. SPECIFICATIONS.
C. 4" W/(2) #4 CONTIN. REBARS 7, EXCAVATION: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN
(4 REBAR ® 48" O.C. REQUIRED SUBGRADE ELEVATIONS. TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO
O 8Q` RECEIVE CONCRETE.
�' `-4"0 PERIM. DRAIN IN GRAVEL BED N Q,� S. PRODUCTS: Y�
I"i..i 2-0" CC C mt PORTLAND CEMENT:ASTM C-150,TYPE 1 OR TYPE 11,
3 J {3) �14 REBARS 6" (MIN.) COMPACTED GRAVEL BASE G0 d '(} d W W W
o c 4" THK. CONC. SLAB FLOOR 0 •x > >> AGGREGATES: ASiM C-33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE U) !g'
Z `t O p �N TO THE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 11h
O WO �. WITH 6x6 -10/10 W.W. MESH -0 V C a)= _ O CL
(/� 4)(13 0,— WATER: POTABLE a: C Z Z
6 MIL POLY MOISTURE BARRIER � (�(4 1 0
w Q C C.0 C C O 0 AIR - ENTRAINING ADMIXTURE: ASTM C-260. Ocr
Z ryj
.0 O�. O C N WATER REDUCING ADMIXTURE: ASM C-494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. USE ONLY = W J
J O C/) � A FOUNDATION SECTION d�O C'oO O C ADMIXTURES THAT HAVE BEEN TESTED AND ACCEPTED IN MI% DESIGNS. Q H I �
U V SCALE: N.T.S. ! '�C` `� 1'm BE TWO
o 1 S'1 LY 5M _ VVV"5 4)0) REOQUIREMENBTSS OFRASTOM C 9F20, TYPE MI,L GRADE NSPART POLYSULFIDE JOINT SEALANT MEETING THE C) W
U)�ca N C m o DESIGN MIX: Q
Q 'z O Q V o Q)16- C MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES SPECIFIED
o Q m L U-0(d "p IN ACI 301.
m Z rA� 4)=CL X C
p ` C y�� O CL 9.1. USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE. PROVIDING NOT LESS THAN 5% NOR MORE THAN 7%
o Q�•-� 4)tY C ENTRAINED AIR.
w Ll� V N V C0C 9.2. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES, AS INDICATED
V L2 0 E(() ON DRAWINGS AND SCHEDULES:
BASEMENT WINDOW OR VENT g— s 1.aJ REQUIREMENTS SET E -0+,_'C 0� 9.2.1. W/C RATIO = 0.46 MAXIMUM
O — LOCAL BUILDING CODES (TYP.) a G; N Q) �•� 9.2.2. CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2"NOR MORE THAN 4".
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COMPLEIE AND PRIOR 10 POLIRW FOOT MO8 1/4'=I.-9' P.E.#074334
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