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2000-660I t NOTE: ALL SLOPES 3:1 OR GREATER SHALL RECIEVE BIODEGRADABLE FABRIC OR APPROVED EQUAL FOR EROSION CONTROL, UNLESS OTHERWISE SHOWN OR DIRECTED BYT THE RESIDENT ENGINEER. Mood O 3 +330.4 _ HAYBALE --- - —--- - - - -- - - - - — - 15 .517' -- 0.80 WETLAND''. SILT 4_ 330.80 — C \ FENCE L-12 3�p WETLAN PROTECTION � F NCE L'I' • � • s 335.00 YBALE IIVTEPTOR L-I DELUXE UNITS DELUXE r UNITS �� a 14 61 10 � •� ��� �� UN11 & 3t6.50 STD. _ + - - HA�BAL �•�' a,� "� `._ �� UNITS 320.5 INTERCEIfTO L-I -�. g16 DELUXE 18 TYPICAiL UNITS •�, _ 17 COTTAGE SILT 4 , \ �•� ��' FENCE L- t3 STD. \ - \ •` ,X UNITS T .` •�,` 6 '� . _ �� • .� , DELUXE �' �►:- UNITS 4*6 4 STD � UNITS f j HAYE � INTERCEPTOR L-I ♦� SILT BAL FENCE L-12 WETLAND \� t -- ---- -- _- _ PROJECTION N. FENCE L- I �. HAYBALE 6 •�. INTERCEPTOR MATCH LINE (SEE SHEET SP-2),\ — 4 , t, 00 SITE PREPARTAION LEGEND: p • WETLAND PROTECTION FENCE L �I O o DRAINAGE STRUCTURES (SEE GRADING PLAN) n g e r a rn e ' SILT FENCE 4 332 PROPOSED CONTOUR A r c h i t e c t .s, R. C. - �.� .� HAYBALE INTERCEPTOR/DIKE L_12 - — — - EXISTING CONTOUR `� j Architecture INLET PROTECTION L.I Planning - - - - - WETLAND Interior Design NOTE: WETLAND LIMITS TO BE STAKED PRIOR TO CONSTRUCTION Jul `J I-! M O 3—WV .80 TE ORARY C INWRUCTION im e - ACC S L-12 .80 336.50+ 336.50 ■ 436 Ford Rood 0 NM I' DELUXE C UNITS 0 Old Chatham New York 12136-1808 P 518 766 5853 'I \` F 518 766 6275 t E lao070ool.com � I TOPSOIL I i STOCKPILE Project AREA jf t / i —INLET PROTECTION t PROTECTION \ (TYP.) / Tlie' i len at HilandMeadxvs ♦ ; ' ! " AAft WMrs ov 77As OAMw Ft4 HMO ♦ �,�/ / .na'►� �:. Rla�ro�AAov�Puw rwww► or, HAVILAND ROAD QUEENSBURY, NY / /xx Consultants \ T 4 ; f '/ /•/ G i V I i and Landsc FENCE ape HAYBALE 1. ,A. C-�r"OV INTERCEPTOR /! / j (TYP.) L-I / 40 Long Ai% 5m/iF�/V�� (h9s, W I2 ' EXTEND WETLAND PROTECTION FENCE Ph": (516) 561-6100 Fax: (516) 5D"i-C'�►fi�'►tr' /. ALONG WETLAND TO ./ i � , _ � � ♦' 1, � Mechanical /• J P.O. Box 514, F-c*t Cir'eenbvsh, )d`r' 121011W 3 /• �' �� i Phony: (516) 4741-4b22 Fax: (516) 4" F MAC Engineering 160 Carlton Rood, Clifton Perk,- NY •/J.A Phone: (516) 8'T1-'i50O �1Fax: (516) / rfirf' PR TTLC T N i W Tr L., NOTICE = ' _ % :�'• FACE SMOKE DETE ROTETCTITION I SILT FfENCE ' CTOR�SARF REQUIRED IN B L-1 ADJACENT TO BEDROOMS` AND OWEACFIILOOR L FENCE -i Revisions _ -INCLUDING CELUI ENT. DETE INTERCONNECTED ON ALL L i ;� ii COPY Rf3� Mj4C H LINE {(SEE SH SP-2) T _ I Title TOWN C'vUEE�tSBURYBUILDING DEPARTMENTBased SITE PREP. PLAN on our united examimatian, ��wiih our corrunerlts shall be Y Y EST . not a wA* as a the PlI^s 8W veofications are in U co -Vance we ft Wde. SCALE: 1 " = 50' NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER TOWN OF G NOTICE BU1LDING & FOAM INSULATION MUST BE COVERED Rom° BY BY A 15 MINUTE THERMAL BARRIER DATE NORTH SCALE: I• - 50' RY T-7 Do nal ,c* drow" - u *mneWw *QM, verily d dimuO" on sift. L wino bw Owelione or aWN to this doa wA is e ri*bw 04 Sot. 7M Sub. 1 of No NYS Educetim We. CWyAot 20M kgrsvii WWWOK P. C. AN � rpenNd. No uM of rygr iiow of q+ic moMriel q pe"dbd ritAeid oWm wM a eo+xnt of kqw wt Ard* ts. P. C. Drawing Number SPM1 Date: April -7, 2000 I F3 LAYOUT LEGEND: PC POINT OF CURVATURE PT POINT OF TANGENCY PRC POINT OF REVERSE CURVATURE R RADIUS L LENGTH OF CURVE TAN TANGENT LENGTH MEADOWBROOK ROAD R40'----% R40'-7 STOP SIGN 140.16' 165.65' 157.57 147.69' 299.43 307.61 PIER FACE Lp_ A 5' i: STONE ENTRY WALL, T lit) L151-00 15'-0" i25i PIER 8 PLAOUE ip 11 1 1- -r-- NI.C.-13 a L-13 -13 co 50' R.O.W. BITUMINOUS CONCRETE BERM STA.. 6-61.42 PC 1-27.37 FSET: 59.00 R 00 12 R-45.00 13 STA: 5-92.62 DELUXE 3.81 00OFFSET: 70'-0" R UNITS Ton- 142-34 Delto-144154'44" DELUXE UNITS \14 R-250-00 rov -0 L-167-02 \0 Ton-86.76 Deito=38*16'45' 374.45 A -n 9- e r a m e N A r c h I t e c t s, P. Architecture Planning Interior Design 0 436 Ford Road Old Chatham New York 12136-1808 P 518 766 5853 F 518 766 6275 E loo070ool com 50' R.O.W. - Project Ac EXCEPT WHERE NOTED, C, BITUMINOUS 5 THE DIVIDER WALL BETWEEN Ok, - CONCRETE BERM COTTAGE UNITS IS PERPENDICULAR 0 OR RADIAL TO ROAD 'B' CENTERLINE PRC 5. 35' 10 ' STA: 4-13.59 FUTURE PC - 4-97.81 DEVELOPMENT -0"R 50R.O.W. STD. OFFSET: 70' \ ` UNITS 8.00 15 1-- MAIL Box X 0' LUSTER \ o STD. UNITS -I STA: 1-96.25 9 PRC - 7+84.00 OFFSET: 70'-0' R 16 STA: 7-19.42 ULDESAC DELUXE IS 0 PRIMARY ROAD STA 3-83.05 - OFFSET: 68'-0" R WEST END TYPICAL STA 8-43.07 17 COTTAGE UNITS CULDESAC WEST STA 0.00 ILI 19. PT - 3-96.06 110it yp R25' TYP. \/1 R-250.00 L-346.06 Ton=207.23 0eonat 8 D_elto-7918-42- STD 1111andMeadf�i�.� ,� UNITS 7 0 V 98.9570* �� \ ° �i 3'0 \ / STOP &W TPW Eft Aftnow of Nav~ Homo -70. STA. 7SIGN HAVILAND ROAD \ f OFFSET: 92'-O"R T_ R 0 UP QU I EENSBURY, NY 6 0 SIT. C-0- N _C DELUXE, PVMT.(PARKING); Consultants UNITS TYP.- 6 20' WIDE ELUXE CONCRETE EJ civil and Landscape: SANITARY UNITS 10 SEWER @) WALK L.A. Oroup 2 L-11 CT\. EASEMENT 4 STD. 00 EJ 40 Long AI ley Saratoga 5prings, NY 12566 3 STA: 1-23.23 STA: 3-55.81 UNITS OFFSET: TO'-O' L Phona- (Sit) UM-6100 Fox: (516) W-01611 OFFSET: 70'-0" L R=200.00 E'J 0 1 / 5tructurol: .' \ . \ \STA: 2-39.67 OFFSET: 70'-0" L Ton-222.52 PRIMARY ROAD STA 6-61.42 L-335.46 Delto-96*06'07" EJ • FUTUR PRIMARY ROAD STA 32+38.40 of EXCEPT WHERE NOTED, EXPANSION / Mechantcai: THE DIVIDER WALL BETWEEN JT. TYP. COTTAGE UNITS IS PERPENDICULAR (& L_ " / David 5cinders, F.C,. OR RADIAL TO ROAD 'B' CENTERLINE R-300.00 06 P.O. Sox 514, East 6raenbvsh, NY 12061 L- 109.23 FUTURE Phone: (516) 47q-46:2:2 Fox: (516) 41,01-4665 Ton-55.22 ROADWAY 30' WIDE Delto-20'51'39* SANITARY 00-- Z Electricol: SEWER EASEMENT MAC Engineering \ \ _ _ �,� F� ^ ' / �_ y '76-0 Gar lton Road, Clifton Pork, NY 12065 3100 Phone: (516) 6-11-1500 Fox: (516) err-1501 71- - 30-00 (p d) PT • 30-27.52 \ 29• o / �� Revisions MATCH LINE (SEE SHEET L-3) MATCH LINE (SEE SHEET L-3) TYP. I COND*-\ SIT. CONC. 0 PVMT. C III: 0 J 0 OD 'OD IC CONCRETE R4' TYP. WALK --- TYP. PAVEMENT LAYOUTS FOR COTTAGES SCALE: 1"-30-0' Title LAYOUT PLAN WEST SCALE: 1" = 50' NORTH SCALE: I" - 50' WWY d &rW*0ft an Me- lk"thaw this dommol is a notation of Sec. nm Sub. 2 of the M Edwatim Lw N G Cop),ot 2WD My om kdg*d& P. C. AN right ravwd No m or mproducho of ft m0t4rial is mmilled ~ the, awm wition cmw of Arqwmw kch*Kt& P. C_ Drawing Number Lm2 Dote: Apr i 1 '7, :2000 z 4 1 t GRADING LEGEND: • WETLAND PROTECTION FENCE STORM DRAIN PIPE W/FLARED END SECTION G SEE SITE SILT FENCE D ,- PREPERATION PLAN FF FINISH FLOOR ELEVATION � HAYBALE INTERCEPTOR/DIKE PROPOSED CONTOUR o CB CATCH BASIN AND INLET PROTECTION e - - - - EXISTING CONTOUR L-II L-I O DMH DRAIN MANHOLE L-II r = _ 6n 9 e r o m e A r c h i t e c t s, P. C, Architecture Planning Interior Design -- -- � 330.4 - -- --�` _ - �� - - - .80 0.80 TE ORARY C'kST.RUCTION S 307.6 i --� Tr. ACC S L-I �74.45 330.80 T 330.80 f J � X 336.50 335.0012 I ' 13 m FL END#7 FFhp o 436 Ford Road INV. 3b6.10 / •5��`' A o Old Chatham / S New York 12136-1808 FLEE 306 00 - / BOTTOM OF `' IY _ CB#8 \ �, "' P 518 766 5853 . ♦ DET"TION A N ELEV u�, vim 1 F 518 766 6275 � 00 E 1ao070ool..com TOP OFBERM �V "►�� O � �+ FL.END / moo/ ��c �� \' Project 310.00 �� � � �•� � CB#6 o CB#T 8 ,o o° 316.5001 / �•ISO\ S O 10#1 ALL- WALKS SHALL et HANDIC P \ � \ CESSIBf,E. EDGE � WALK BE JO', ` FL..END+IN6 \`� •�, •� J� 9 \ / 16 C #2` HIGHER THAN EDGE OF`,BITUMIN S INV.1305.Q0 � �� / '� \ ��• IMLSot uM ERM (TYP.) / l� � 15 •� 1 `� ` \ �� TOPSOIL EN INV. 30810 ��� �� \ FF 321.50 18 c��3 STOCKPILE 17 � � \AREA N. enat oo ° B# %� 1� \.�TRpqQMB•� '� ` '" \ \� # _ 2'�F° Y ,� i ��\ HAVtLAND ROAD FL.ENo#1 �k Ai�rrM�wariVbr�Mwwrt#rrMri � ELEV. v� 6 'ov '���-� ��"� !�QUEENSBURY, NY dop Consultants I ♦ OO 6 j BOTTOM OF44 � I / DETENTION ',BASIN ELEV. �' ,3� J 3z3 0 �. % Civil and Landsca v `�0 4 I f' f'/ L.A. Crou Pe % 31s 50 3 �� %� 40 Long Alley Saratoga Sprir�g�, M`I' 12866 �� Phones: (518) !s81-6100 FOX: i51$) �� • �I& �/ / Structural: Me h ni - c a cal' �. � _ � y �/•/ � � David San derg, P.G. FL.END#5 P.O. Box�14, East 6rcortbush, NY 12061 JNV. 308.74 `,� '�'* •--- + ,� ` AND#2 3 � 0 Phone: (518) 4'1q-4822 Fax: (518 4i�1-4+�b'f FL. ND04 / �_- �. / .00 1 / rIectrlGai: �. E �� _ \ , _ - _ - MAC, En sneer in FL. ND#3 310.10 _ 1 #9 ` - 3!• / /, '760 Carlto Road, Ilfton Park, NY 12 00 �, -� 3p.00 / /� �r Phone, (518) 8T1-'1500 Fax: (5w 0001, DETEATrb1g OF � BASIN ELEV: 310.00 N ELEV. /6 �% 313.00 ��� 0• + V CU RT Revisions A% �� / - A �. l 01 MATCH LINE (SEE, SHEET L-S)woo -Nft - -- /.' CH LINE i(SEE SH- L-5) Title DRAINAGE STRUCTURE TABLE PIPES (NOTE: ALL PIPES TO BE HDPE) DRAINAGE STRUCTURE TABLE (CONTINUED) PIPES (NOTE• ALL PIPES TO BE HDPE) STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE CB#I 324.00 - 320.50 CB#I - CB#2 14 LF 18" 0.5% CB*2 324.12 320.43 320.33 CB#2 - CB#3 32 LF 18" 0.5% CB#3 323.97 320.41 320.04 CB#3 - FE#I 84 LF 18" 0.5% CB#4 316.56 - 313.56 CB#4 - CB#5 24 LF 12" 0.5% CB#5 316.56 313.40 313.30 CB#5 - CB#6 299 LF 12" 1.76% CB#6 311.60 307.76 307.26 CB#6 - FE#6 113 LF 24" 0.5% CB#7 311.88 - 308.88 CB#7 - CB#8 95 LF 12" 0.5% CB#8 311.40 308.40 308.15 CB#8 - CB#6 79 LF 15" 0.5% CB#9 320.61 - 317.36 CB#9 - CB#10 24 LF 15" 0.5% CB#10 320.61 317.24 316.99 CB#10 - FE#2 23 LF 18" 0.5% CB#11 322.60 - 319.50 CB#Il - CB#12 24 LF 12" 0.5% CB#12 322.35 319.38 319.28 CB#12 - CB#13 129 LF 12" 0.5% CB#13 321.65 318.63 318.53 CB#13 - CB#14 200 LF 12" 3.77% CB#14 314.35 310.99 310.49 CB#14 - DMH#1 54 LF 18" 0.5% CB#15 314.01 - 311,01 CB#15 - CB#16 24 LF 12" 0.5% CB#16 314.01 310.89 1 310.64 1 CB#16 - DMH#I 21 TF 15" 0.5% STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH CB*17 CB#18 CB#19 CB#20 CB#21 CB#22 CB#23 CB#24 CB#25 CB#26 CB#27 CB#28 CB#29 CB#30 CB#31 CB#32 CB#33 1 319.98 319.77 322.65 322.65 322.31 321.70 322.00 322.50 323.48 321.60 321.30 320.10 319.29 319.00 319.18 329.50 324.10 - 316.81 - 319.52 313.06 - - - 318-71/319.29 314.67/317.67 318.07 315.60 - 316-00/316.06 - - - 316.98 316.56 319.65 319.42 313.06 318.70 319.00 319.50. 318.61 313.92 317.82 315.35 316.29 315.81 316.18 326.50 320.60 CB#17 - CB#18 CB#18 - DMH#2 CB#19 - CB#20 CB#20 - DMH#2 CB#21 - DMH#2 CB#22 - F #13 CB#23 - CB#25 CB#24 - CB#25 CB#25 - CB#27 CB#26 - DMH#3 CB#27- CB#26 CB#28 - CB#26 CB#29 - CB#30 CB#30 - CB#28 CB#31 - CB#30 CB#32 - DMH*41 CB#33 --DMH#51 34 LF 129 LF 25 LF 163 LF 67 LF 80 LF 57 LF 42 LF 107 LF 117 LF 31 LF 134 LF 45 LF 42 LF 36 LF 234 LF 177 LF NORTH SCALE: I' " 50' GUNIiiiiiii'DING PLAN VVEST SCALE: 1" 50' - wni.c*a*Wo.-"„ sAo.n d *maims n site. tislutAaired diamem or e+s W , to this dkLWOM is a viWelia of Sec. 7200 ; NOM. SIZE SLOPE 12" 0.5% 15" 0.5% 12" 0.5% 12" 0.5% 24" 12" 0.4% 0.5% 11 12 12" 0.5% 0.5% 12" 0.5% 24" 15" 18" 12" 15" 12" 0.4% 0.5% 0.5% 0.5% 0.5% 0.5% 12"1 3.27% 18"1 o_5% DRAINAGE STRUCTURE TABLE (CONTINUED) PIPES (NOTE: ALL PIPES TO BE HDPE EXCEPT WHERE NOTED) STRUCTURE RIM ELEV. INVAS) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE CB#34 CB#35 DMH#I 323.20 322.80 14.22 322.10 323.80 322.10 324.00 - 319.97 310.53/310.22 320.20 319.87 309.94 CB#34 - CB#35 CB#35 - DAYLIGHT DMH#I FE#5 . . - LF LF 300 LF 12' 24" 0.5% 0.5% 0.4% CORRUGATE PIPE DMH#2 18.6/312.79/315. 312.79 DMH#2 - FE#II 167 LF 24" 0.4% DMH#3 313.45 313.45 DMH#3 - CB#21 96 LF 24" 0.4% DMH#4 DMH#5 318.60/318.85 319.71 1 318.50 319-61 DMH#4 - FE# MH#5 - DMH# 66 LF 123 F 18' 18" 0.5% 0.8+A r N�19 ty1 X MEADOWBROOK ROAD JC VTC PF F C JCS J \ I 3 —_ — 24 24 - -— \ A 3 AS 0 PNI *. HS H / 3 M H t = PNI � � � VC 41 4 I MEADOW VPT PN2 OR GRASS 3 3 S CC PSI , 3 2 5 �r; 6 PNI I LAWN --, 5 PN2 N 13 \ DELUXE ox� UNITS 3 DELUXE AS AR �II UNITS 2 MEADOW _ 14 MEADOW PSI1 ,\ GRASS �`-, ';;Y" GRASS \ LAWN A ° PNI \ AS SEE ENLARGED COTTAGE PLANTING \ \ r. PLANS BELOW AS ov \ 1 LAWN 0 \ NS 10 ?` 4 PS2 N 2 STD. 15 00 MH o UNITS AS \.,- STD. i r° UNITS y`. LAWN \ r 3 \ - LAWN i6 -, r. _ PN LAWN 1 3 �/ TYPICAL DELUXE 18 PNI LAWN 17 COTTAGE UNITS AS TCI LAWN x T \ 8 STD. / LAWN UNITS 7\ � \ MEADOW A / � �ts � 1 LAWN MEADOW GRASS L WN 6 �DELUXE PNI - - _ - > UNITS PNI OP 6 MEADOW -M GRASS _ _ - _ � _ _ �"`� DELUXE 2 UNITS 4 STD. _ oo, I / LAWN UNITS 3 ~ AI \ _ - ✓/ N/ .��2 _ _ LAWN LAWN U41L, F41 MEADOW GRASS I NS 3 I .. MEADOW GRASS MATCH LINE (SEE SHEET L-10) ■ ■ 0 0 ( H l® i© Ii S l0 IIO m 0 ® c tEACI CA I CA LAWN LAWN Jill ICA (0 )� R F [� C E TYP- PLANTING FOR DELUXE COTTAGES SCALE: 1 "- 20'- 0` LAWN LAWN LAWN A n g e r a m e A r c h i t e c t s, P. Architecture Planning Interior Design 436 Ford Road Old Chatham New York 12136-1808 P 518 766 5853 F 518 766 6275 E Iao070aol.corn Project i i I' I'- 1 I � r E'j'l. at, h hand M"ws �81� tstrgtrt► a118�tr tint: d�all� atbn» AV Pie Eft a RNkmQw ofN9 O"a Hawn HIV14ND ROAD UEEiNSB RY, rJ� Consultants Civil - ord Landscape: L.A. tvrovp ,r- 40 Lon9 Ailey Z)W=090 5pr", NT Raft Ph": (50) 5811-6100 Fax: (�518) 587-01t"�I MEADOW ` t GRASS / -- StructurCI l MEADOW GRASS MEADOW - — 3 GRASS LAWN / MH M - McGI"tAn:IGA1: David Sanders, P.G. / \ P.O. Box 514, East ereenbuah, N r i�O a1 J Phone! (516) 471q-462:2 Fax: (516) 47q- 5 "777 WATCH LINE (SEE SHEET L-10) MAC Engineering MEADOW -1,60 Carlton Road Clifton Pork NY I■�rl TYP- PLANTING FOR STANDARD COTTAGES SCALE: 1 `-20'- 0` SEE SHEET L-10 FOR PLANTING SCHEDULE 1 MEADOW GRASS I 'J r27 Phone. (518) 8T1-,1500 Fax: (516) 6TI-"501 NOTES: e TREE SHALL BEAR SAME RELATIONSfNP NOES TO FINISH GRADE AS IN THE NURSERY. *TREE SMALL BEAR SAME RELAflO OV �T • THIN BRANCHES A FOLIAGE AS DIRECTED : t -- TO FUSH GRADE AS IN THE NURSERY. �.� WHILE RETANNNG NORMAL SHAPE OFF *NEVER CUT A LEADER. TREE. NEVER CUT A LEADER. 4 TREE SMALL BE PLUMB A STRAwT. Revisions @ TREE SHALL BE PLUMB do STRAIGHT.NST 4� ATTACH 1 /S` GALV. STEEL CABLE -= U .:� 3 GUYS PER TREE EQUALLY _ r TO STAKE. NOTCH STAKE TO RECEIVE ,. SPACED AROUND ROOTBALL. ATTACH _ �- IN GALV. STEEL CABLES 0 2/3 HEIGHT CABLE. ENCASE WIRE AROUND TRUNK X IN REINFORCED RUBBER HOSE ABOVE OF TREE PROVIDE REINFOItCEp RJR =~� FIRST BRANCH. SECURE ALL ENDS OF _ l -i HOW TO ENCASE CABLE ARdJNO TRUNK. _r T SECURE ALL ENDS OF CABLE w/ GALV CABLE WITH . GALV. CLAMPS. % "Y V CLAMPS `— Title 4` GALV. TURNBUCKLE EA. CABLE r'• `~ - 48 GALV. 1URNBUCKLE EA CABLE 3`0 x 8' CEDAR STAKES, 3 PER PLANTI NC PLAN TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. - 2=0` STAKES TO BE ciumm OF ROOT BALL. G r ' _ WEST 3` • x Y-Or CEDAR STAKES. 3 PER SCALE NEATLY WRAP ALL DECIDUOUS TRUNKS F a TREE. DRIVEN IN AT A 25' ANGLE; G, TO A HEIGHT OF THIS SECOND LOWEST y STAKES 10 BE OUTSIDE OF TREE PIT. BRANCH (FALL PLANTING ONLY) . 3` HT. PLANTING MIX SAUCER - = ` : 3HT. PLANTING MIX SAUCER, 3` DEPTH PIDo rot �e1e drolwt� -. we �inwuons �.¢ i 1 - NE BARKMULCHk 00-, vsr#y d A on 3` DEPTH PIW BARK MULCH; 4, _ PULL FILCH AWAY FRQI 7R1NNK. ft *Comm a a �id"'M of Ssc. 7M PULL MULCH AWAY FROM TRUNK.__ %< sre. 2 el..+trs talroual ^ 1 AIE1M PLANTING MC COMPACTEp ww, l - AMENDED PLANTING MIX. COMPACTED r' Gwr4ht 2= Arpw000 kdiwk P. C. OJT ROPE SURROLVOW CUT ROPE SUIRROUI�NG BOTTOM OF TREE - - BOAT OF E � rW fti0i tbwA a r�proarcrwu d tAie m�lwid is pa�iitrd wl�aut 1M ?k•;. EFORE ""a ur" ea" of wgwme TRUNK AFTER BACKFILLINGREMOVE BUT BEFORE � , MULCHING. DO NOT REMOVE BURLAP. Artfi oft P. C MULCHgVG DO NOT REMOVE BURLAP. ���� NATIVE SOIL. DRANIACE MOUND, NAIVE SOIL DRANAGE MOUND. COMPACTED TO M Drawing Number COMPACTED TO 92>< UNDISTUR!O SU GRADE UNDISTURBED SUBGRADE f TOWN OF QUEENSBURY 742 Bay Road, Queenshury, NY 12804-5902 (518] 761-8201 Community Development - Building & Odes (518) 761-8256 CERTIFICATE CIFOCCUPANCY Pem it Number. P20000660 Date Issued: Tuesday, May 14, 2002 This is to certify that work requested to be done as shown by Pemvt Number P20000660 has been completed Tax Map Number: 523400-29&008-0001 -003-000-0000 Location: 39 LONGVIEW Dr Owner. BEECHWOOD INC Applicant: GLEN AT HILAND MEADOWS, THE This structure maybe occupied as a: By Order of Town Board Duplex To" of QUEENSBURY Fireplace )Jw Garage - I Car Attached Director of Building & Code Enforcement TOWN OF QUEENS13URY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761 -8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERIVTIT Permit Number: P20000660 Application Number: A20000660 '� Tax Map No: 523400-046-000-0002-002-002-0000 Permission is hereby granted to: GLEN AT HILAND MEADOWS, THE Owner of property located at: 45 TALL MEADOW Rd in the Town of Queensbury, to construct or place a Duplex 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. Owner Address: BEECHWOOD, INC. D/B/A EDDY PROPERTY SER. & THE G.F. HOME, INC. 2212 BURDETT Ave HOME,INC. TROY, NY 12180 Contractor or Builder's Name / Address Electrical Inspection Agency A.O.W. ASSOCIATES INSPECTOR, THE 185 JORDAN ROAD 543 EASTLINE Rd TROY, NY •k BALLSTON SPA, NY Type of Construction: Duplex Value : $ 1149983*00 Plans & Specifications 2000-660 UNIT 3 - BURDOCK LANE $277.00 PERMIT FEE PAID - THIS PER.M11T EXPIRES : Friday, September 06, 2002 (Lf 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 Town of [lu sb ;If ed d tember 06, 2000 SIGNED BY for the Town of Queensbury. birector of Building & Code Enforcement Lsuitt ing roam- r z pplicat on Town of Queen. bm y - 0(ppr. rf Ctynowmifu 1Jevrfrynitrrrr, 712 Mitt flond, Qterpenshierlp. NY 12304 1761-82561 IIUILDING dr CODE a NFORCEAfENT LOTIm CERequirettlertts prior to issunlice F1t),cg:wmiig lltrit mull be abtaincx! be Fore of this pernlit: PERMIT FILE NO. �OtIO construction. No inspections PERAH;f FEE "IV $ will be mach anlil applic"( has received Cl Zorrbrg Bogard Action ,Gj� oo 360S a 'V'AI,.ID Bui mNa Pr%RMIT. All Area I Une REC11'EA770N FCE P ID appllcanlN, rl'rwwci on 111114 NppltcNll[1n MUST be completed and Ilia sigruiture Cj Pfu triing B3orard Action REVIEwEn Il K of the applicant rnuat appear goo the arR I %Oxlivi.rinn I O,11er .lie lmmrry "nr lication form. lrh�A r� Recreation Fee Payment r� Applicants A , i� • W • ,t�,SlaelGt�r.4 Owner: Jr7�P--- Olem 1 � �{' S Address: � �^"" " ' ` , �1' aV F Addfress: L � "L�- V� C 1 -ems- t ✓ram t■ �„ lrllottc # 5 (??.) 's — _.i 9j r1 # 7 5i& Property Location: '� `� r r ..r� r� Tax Mlp Numbc � Subdivision Nelms: h ' • ''�1 � Lt,�'�" fill(�JaA �•4Lis . _. Section illock 1 c,t NATURE OF PROPOSED WORK : ESTIMATED mnRKET VALUE OF THE New BU3. 1ding . CONSTRUCTION : $ _ res idonce f commercial Addition to Building : residence / commercial OCCUPANCY INFOEtt1r►7Cloit : Alteration to Huilditlg : prk,p Yary Bus ]- ding - residence / oommercIal ✓ Single Family 17weLli'ng -. •. Residence / Commercial Two Family wl '41Cj 'y I� no change to exterior size Fain I I#wel'ling . • off ice �� Other Work ( describe below ) Mercantile AUG 2 9 Manufacturinrg, Other .. GROSS AREA OF PROPOSED STRUCTURE if ADDITION r what will use lst F' loor * eq . ft . of new addition be7 : 2tld -Floor . . .. . . sq ft e tither FlUUts . . , . d sq . ft , ( not unfinished cellar or basement ) ACCESSORY BUILDINGS * attached Garage , 2 car TOTAL FLOOR AREA : 5Q , FT * Attached Garage( 1} , 2 car Private - storage 'puilding SIZE OF NEW STRUCTURE : commercial Storage Building t7tt><er FEET X FEET Foundation Type : Got1G (ydClrabfB�t�LIL VJAt.•t !5 Will anyy second - hand or ungraded Number of Stories : I lum ea ber Ue used ? If sor for what ? NC3 ( habitable space wryly ) 1 u height ( grade to ridge ) feet TYPE Or 11EATING SYSTEM : Number of fireplace # and / or woodntove ( cir. cle all which a lies ) to be installed :_ 4 Electr is / Oil / at; d Forced Ikot Air / Boueboar / Other twee ED At12 GpND Y+t7 Person ro $ poneibl a fog supervision of work as retgards to building codes is : _1.�y+ f+�rP.S7 �tV6>rR�M� 04&jAA irzz T 43cy FotW FzD 017 1> C.l18-ri1R NY 1S %Uo N�ime A dressy Pilo a 7" _ Builder : 5853 �c i7W ►�5St7ticeGJt. �g5 JD DIatN R TI �CoY _ N�f 5 Plumber : FfjgjFCZACWC i. "K " Mason : lilt fill tJ t217 N� 0 St.lit: N e. AV Electrician : G5 H Ec ih _'V NgWAk' C El its [21G S4 .,A+�Nei: AT DY A1Y 3+ a DECI.ARATICJIV.• Please sign below nfler you leave carefully read the stateinent. 'i•o the hest of my knowledge the statel"ents contailleci in this .1pplicatiogl , together with Tile plans and specific:atiotls stlbrnittecl , are a true :Inc! complete slateiriclll of all proposed work to lit; done oil the described premises and that all provisions Of the Iltiilding 0.x1c , the Zaanil►g Ortlinance and :tit other laws pertaining to the proposed work shall be complied Willi , wbettter specified or noted , anti tilal stic:lt work is aulhorixed by tkle owner. l'urtltcr, it is ullderstcxxk Mat I1we s11a11 511bi111t prior to r :1n AS BUILT PLOT PLAN by Certilicate of Occu alley or Cerlifica e of Compliance being issued , a licensed strrveyo w o scale . lowing actilvii location of project oil prellliscs. Signature: (owner, owner's agent, architect , contractor) IA.--..._.,ram-...-a--�.--�--; T..._-•- ,. _ . , . l Fire t3arshal 's 0111ce Town n 4)1 Qurensttur. . 742 ti:a }` !toad, Quevirshur .N, NN Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances 1 Late � . 0 04 PernI t h0 . 00 0 la d* © € API.) icaiion rs her ceb rltrrr{c to the Bitittlinir d: C•rnk•.ti Off+'. c•-for ,elle i.tiS rcrrrcc al-di lsrrildimo twel Uve Per-rzzit 17uasrralrt to Me N'e„v York State P'lre Preverttitrzr and H3 eilrli)tg < -oc{c. 77w apldicattt rat' rT�,'rzc+A 3 agrees to comply „with trll alrp7licahle laws, tu't{iaances-. tti r+lratzurts, and all coolditiolls dual are port ort r{f' these requirentents and also will allots all iatspcclors to &Wel- l7z•c'IIIiAeX 10 pr:;:fbI-na a-ctpttarerl ilr.strectcorl,$ . NOTE to applicant: Rougll-in and Final Inspections are re aired. i kApplicant Information Fuel But- tinor Appliance Ittl`oi-matiori /� ( circle appropriate vvorcds) N a me. Axj j L 'S _. //'/C Steve : wood cord pellet ga.5 Fireplace 11-1sert Address: 1A'� Fireplace, factory-Quilt ; wood Fireplace, masonry- lVood gos Furnace: wood rs oil If non-masonary applicance, please provide M Owner* �� / ac � 5 r'J'C . viai7ufaett�rLr !~lame; &eS44 Irt`�G�A Address: r frx� 4lC��° ' - Model rduntber: f „� / 1� LFL r- ? 7 +Chimney Information Phone ' S/jil -�' "?I - St��Tr/ (circle appropriate vwords) Masonry block brick stone I // Flue till tee size: �ip Inches Exact Address: " 14e- ofconstrracriouat- insrallratiott Factory-Built :Manufacturer name: i Model NUmber: :Vote: Listed Bv: Number: Construction / Installation must cotr bran to NYS Fire Prevention R Building Indicate (circle ) chimney :material : Corte. Consaalt available Town ofQtfeettsbw-i—, --� � Handouts t•egardiftg i-equired inspections, DouSlc :roll Triple ,vu1! ! frr.szrlrtterl / Uir c'cr , erl:tr+rry C'lrirazrrc', !r•Ir�v• 4C74MMIX 4eLZv OAF +Q sx 4e4eurx A5 xxjrwV;, _ZW '43 xxmr i F:rc° .ltrzrstrtr! Coeic # ti C011ects'r1 ti t7rlirrrtlerl l2eceirvt! /ixaru fz v{zrut{or{ tar,F: I .4 173 3359 (190) Public Safer, . -.-------- .i 23.1 3655 (230) A-lirror Sales EC he+r.k - lVhite (Applicam) Green ( Fire Ylarshal ) Yellott• ( t31d+z. 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U '11 r-I �I th ,i• Stl to rI, 11 To=Bay sbury FirOf'Eice WAIN d aw Gt12804 Fax (518) 745-4437 Phone ( 118) 7 11-821�5 Fire Marshal's Inspection Report AN s# r SCHEDULE Request ,.^ ca y Permit # 2C > INSPECTION ON: S f�`' •� Name" Cv3 - t" -c1-�AM PIIA l(TINI Location: 3 APPR VIED CO — Y S NO EXITS AISLE WIDTHS EXIT SIGNS - NORMAL - BATTERY EMERGENCY LIGHTING FIRE E71T1N[il31SHERS No V l D L Lt L� b�.� � � � ok. FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE �`( /4-'� COMPRESSED GAS +��?� '^ti X lF.� Q) •� ✓ I / CLEARANCE TO SPRINKLERS { CLEARANCE TO HEATIN3 UNITS fr1Y` l � � �`l/ l � ly CLEARANCE TO ELECTRICAL 111 REQUIRED SIGNAGE d EMERGENCY PLAN D4 -cooed , MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGFIIN _. FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE £3K FOR CO , ,=' NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN I PECTE FINAL .OMDEVfCHR1SJNVURDRETTER620471FIREMAFtSHALINSPEc-r CotJRrEPoRTYELLOW - CIGCUPANT COPY WHITE - BUILDING DEPARTMENT COPY RESIDENTIAL FINAL INSPECTION REPORT G� Office No. (519) 761-8256 Date inspection request receiA- LI Building & Code Enforcement Dept. of Community Development Arrive I]ep Town of Queensbury �+s 742 Bay Road Queensbury, New 'York 12804 NAME Lf PERNtiT # =A ON DATE - �— TYPE CYF S LTC j dfj �L? NIA YES NO COMMENTS Chimney llerghV"B" Vcnt/Dswect Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30" to 36" Exterior Handrails, balconies, landing 18 in, or more Interior Handrails stairs both sides 3 or more risers Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposed/regulator 18" above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumare/Hot Water Heater opera Relief Valve(s) installed Headrocan, 6 ft. 6 in. on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more than 3 risers interior privacy/trim/doorslranin entrance 36" Floor Finish Bathroom/Kitchen watertight Interior TiandmUs Balconies Anrt__ing l g in, or more,. Railing across window in stairwells Smoke detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation a/4 hour fire door/door closer Garage fireproofs Garage penetrations seeded _ Furnace in separate room protected (in garage) _ Light ventilation per room Safety glazing 18" or less from floor. Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue CIC (Certif. of Compliance) Okay to issue temp. C/O (Certif. of Occupancy)_ Okay to issue permanent CIO (Certif. of O�eupancy) FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761 -8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED NAME _ Row LOCATION 3 6448 05� PERMIT # ' SCHEDULE INSPECTION ON `~ AM PM 1`'�I v 1 M^1 ] � z APPROVED + ``+' �„] K.• "�" NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS _ EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYS M FIRE SUPPRESSION SY _ HOOD INSTALLATION INTERIOR FINISHES STORAGE: _ CLEARANCE TO SPRIN LERS CLEARANCE TO HEAT1 UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE _ rl FIREPLACE ❑MASONRY FACTORY BLT. ROUGH-IN INAL _ REMARKS: _ OK TO THIS DATE Al� INSMP.PUB INSPE O GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Torun of Queensbury Dept. of Community Development Date inspection request received: Building all'c Code Enforcement 742 Bay Road Queensbnry, NY 12804 Arrive.3;QO am .r'Depart = inspectos Initi t NAME: �H V- PERMIT # LOCATION: C "�� DATE : �l rm OF sTRu crs�RECHECK N/A NIA. YES NO COMMENTS Footing&tPiters Monolithic POUT Form R.cinforcement in Place The contractor is re 'ble for providing protection m freezi for 48 hours followi the t of the concrete. Materials for this on si Foundation/Wallpour Reinforcement in �p FoundationlDarnpproo n Backfiil Approval Plurnbing under Slab Plumbing VentfVents i Place Rough Plumbi 00, Heafing Rough-In Insulation Foundation Walls I rior R- Foundation Walls E rior R.- _ Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- P'roper Vent, Attic Vent Framing_ Jack StudsfHeaders BracinngfSridgin joist l IaRgl rs Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour. Penetration Sealed Fire Wall 2, 31 4 hour Firestoppin GENERAL R SPECTION REPORT f518 ? 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury: NY 12MM Arrive n� Depart Inspector's Initi NAME: PERMIT trnL�IC1I LOCATION: ATE : 1 TYPE OF STRUC RECHECK NIA, YES NO COMMENTS Footings/Piers IT Monolithic Pour Form Reinforcement in Place The contractor is re npble for providing protectio s from freezing for 48 hours following t placement of the concrete. Materials for this pdrpose on site Foundation/Wallpour Reinforcement in Pl Foundation/Dampprbof Backfill Approval Plumbing Under Slab Plumbing VertdVents Place Rough Plunabi Heating Rough-In Insulation Foundation Walls late 'or R- — Foundation Wails Ext 'or R- _ ` Floors RVIA - Walls R- Ceiling R- Met work or piping, i unheated spaces R- Proper Vent, Attic Vent Framing .lack StudsfEleaders BracingMridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 22 3, hour Penetration Sealed Fire Wall 2, 37 4 hour. Firestoppin t L-Ct, GENERAL L1V,SPECTIO7N REPORT ( 518 ) 761 - 8256 Town of Queensbury .Dept. of Community Development Date inspection request received: Building &, Code Enforcement 742 Bay Road ." Queensbury: NY 12804 Arrive 7 anV4CfiD Depart �. Inspector's I s NAME: ~T� ,� I� PERNUT LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO CO:M:MENTS Footings/Piers Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for providing protection front freeing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Walipour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Stab Plumbing Vent/Vents in Place Rough Plurubiu Heating, Rough-In 4 � �� LV�o Insulation F,—.' Foundation Walls Interior R- Foundation Walls Exterior R�IL , Floors R- � Walls R- ceding - Duct work or piping in./ unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation. 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INN EECTI©N. P©RT [ s >_ s 7 � 6i - sa � � Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road _ Queensbury, NY 12804 Arrive 1 Depart pm motor's In NAME: PERMIT LOCATION: dr AL Nc= DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footir►gs/Piers Monolithic Pour Form — Reinforcernentin Pl The contractor is spo ble for providing pro fro freezing for 4$ hours full 'ng placement of the concrete_ Materials for this se on site Foundation/Watipo Reinforcement Foundatio n BacMt Approwat Plumbing Under Slab Plumbing Vcn#/Vents Place Rough Plumbin Heating Rough4n Insulation Foundation Walls In 'or R- Foundation Walls E or R- — Floors - Walls - Ceding R Duct work or piping in unheated. spaces R- P'roper Vent, Attic Vent Framing Jack Studail3eaders DracinglBridgin �► ' �C1 �s�l� Joist Hangers Jack Posts/Main Beata Air Infiltration Barrier Fire Separation t, 2, 3, hour 00, Penetration Seated Fire Wall 2, 3, 4 hour Firestoppin — GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development hate inspection request received: Building & +Code Enforcement 742 Bay Road Queeasbury, NY 12804 Arrive .j(&pm DeparCA Qam/pm Inspector's Initials NAME: �1. PERmrr # Zr-r � --L� s LOCATI(]N• DATE : TYPE OF STRUCTIME: - RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form - R.eini'oreement in place EA kt I VIP The contractor is responsible for providing protection from freezing for 48 haurs followi placement of the concrete_ Materials for this se on ite Foundation/Waltpou Reinforcement in PI Foundation/D Backfill Approval Pluming Under Slab Plumbing VenUVents VPPI3&c Rough Plumbi Heating Rough-In Insulation Foundation WaIIs I 'or R- Foundation Walls E tt 'ar R- FloorsIt — WallsR- eeding Duct work or unheated sProper Vent, Att Frain Jack Studs/R Bracing/Brid Joist Hangers Jack Posts/M Air Infiltration Barrier Fine Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENE R4L INSPECTION REPORT ( 518 ) 761 -- 8255 Town of Queensbury Dept. of Community Development hate inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive U a= Depsr m ..� Inspecinr's ..� NAME: 7 j 7,74~-E GL-Y�= PERMIT # LOCATION; 0. J5-�_ . DATE : Lf -06 TYPE OF STRUCTURE- RECHECK NIA YES NO COUNTS Footings/Piers I Monolithic Pour Form Reinforcement in place The contractor is responsii�l for providing pmiectian from in for 48 hours following the lacem t of the concrete, Materials for this purpose on 'te Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin BackB l AbRroval Plumbing U r ab Plumbing Vent/Vents in ace Rough Plumbin Heating Rough4n. Insulation Foundation Walls In rior R- Foundation Walls E 'or R- Floors R- Walls R- Ceiling R- Duct work or ipipain in unheated spaces R- Proper Vent, Attic Vedt Fratni Jack Studs/ILeaders BracinglBridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 37 4 hour Firestoppin GENERAL VVSPECTION REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 say Road , Queensbury, NY 12804 Arrive am/pm Depart pxn // Inspector's lnitials ,' { / NAME: 5 � �,� �__ PERMIT # LOCATION C_JN t i DATE : /C'0 � `f TYPE OF STRUC'ITJRE: RECHECK NIA YES COMMENTS ZFootiun i ! Monol 'c r Form Reinforcement in Place 41 The contractor is res nsib for providing protection from f ing for 48 hours lowing the cement +� of the concrete, Materials for this on Ite --+ I Foundation/Wall Reinforcement in Pl FoundatiotA3ampproofi Backfill Approval Plumbing Cinder Slab Plumbing Vent/Vents in Place Rough Plumbing. Heating Rough4n Insulation Foundation Walls Interior R Foundation Walla Exterior R Floors R. Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper `went, Attic vent Jack Studs/Headers Bracing/Bndgin Joist hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPEG'TTON REPORT ( 518 ) 751 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrivej. -,�-, Dep pector's Ink! NAME- —H�_� PERMIT # LOCATION: i lam,t 3 R ]� t o tit DATE TYPE OF STRUCTURE: C cf -- RECHECK N/A YES NO COMMENTS FootingslPien I I.....s Monolithic Pour Form Reinforcement in P The contractor i res nsible for providing prq on m freezing for 48 hours fo owm the placement of the concrete Materials or thi pu on site Fonndati Reinforcement Place Foundati0 pp+rooi`n Backfill E+.umbing MnLlVents Plumbing V Place Rough PlumHealing Rou Insulation Foundati4 Walls Interior R- Foundati Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper 'Vent, Aide 'Vent Frammit Jack Studs(Headers Bracing/Bridging Joist Hangers Jack Pbsm? fain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hoar Fi GENERAL 7N.SP.ECI74N REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive lLw wwpm Depart am/pm / Inspector's l3nkials/ NAME: /l7a I PERmrr # LOCATION: J7 . DATE : TYPE OF STRUCTURE: RECHECK _ NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for #buffs purpose on site Foundation/Wallpour Reinforcement in Place FoundationlDampproofin Back#ill Approval Plumbing Linder Slab Plumbing Vent/Vents in Place Rough Ph�mbin Keating Rough-In ' Insulation Foundation Walls Interior R- !M Foundation Walls Exterior R- Floors R- Walis R" Ceiling R- Duct work or piping in unheated spaces R. Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgi Joist Hangers Jack Posts/Main Beare Air Infiltration Barrier Fire Separation I, 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Plate inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, 14Y 12804 Arrive h f a� Depart e a In ,�+ ' spector's Initial NJAME: —F1� t�1 1�.� PER14 1T # LOCATION, AK E DATE : TYPE OF STRUCT(JRE: RECHECK N1JA YESipog COMMENTS Footing&lPiers_ _ At f�,C I Monolithic Pour Form Reinforcement in Place 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/Wal;pour Reinforcement in Place Foundation/Dampprooftn Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing, Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R.- Proper Vent, Attic Vent Framin Jack Studs/Headers PlracinglBndgi Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire 'Wall 2, 3, 4 hour FiresGoppin aff LEA �L MNS Ec'�jar►r Porr� ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804. Arrive VC M'-�) Depart i ;( Lsp�ectoes� . NAME: PERM[rr # LOCATION: DATE TYPE OF STRIJCjjy1Zr- RECI IECK N/A YES COMMENTS Footings/Piers Monolithic Pour Fo Reinforcement in P yi The contractor is risible for providing protection freezing for 48 hours following placement of the concrete, Materials for this purpose on sr Foundation/Wallpour Reinforcement in Place Foundation/Dampprool"ing Backfi.11 Approval Plumbing Under Slab Plumbing Vent/Vents in Place _ Rough Plumbing Heating Rough-In Insulation ' Foundation Walls Interior Rr= Foundation Walls Exterior R- Floors R- Walls R Ceiling R- Duct work or piping in unheated space, R- Proper Vent, Attic Vent w Frami Jack tuds/Headers Braci,ng/Briciging Joist Dangers Jack Posts/Main Beam Air Infiltration Barrier Fire Serration 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestop ►in GENERAL IN,SPECTI[�N REp4RT ( 518 ) 761. 8256 - Town of Queensbury Dept. of Community Development Date inspection request received: Building di. Cade Enforcement 742 Bay Road _ Queensbury, NY 12804 Arrivecj'� ' Depart Inspector's In NAME:LADCATION.- DATE : TYPE OF STRUCTURE: RECHECK Footings/Piers NIA YES NO COMMENTS Monolithic Pour Form Reinforcement in place The contractor is responsibl for providing protection from ing for 48 hours following the t of the concrete. Materials for this purpose on tc FoundationtWallpour Reinforcement in Place Foundation/Dampprooftn Backfill Approval Plumbing Under Plumbing Vent/Vents in P Rough Plumbing Heating Rough-In Insulation Foundation 'Walls Interior R- Foundation Walls Exterior - Floors R- Walls R_ Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers _ Bracing/Bridging - Joist hangers Jack Posts/Main Beans Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire 'Wall 2, 3, 4 hour Firestoppin