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2009-440 (2) v ENERGY DATA a� DEGREE DAYS: 7635 LEGEND & NOTESCD FLOOR AREA: 1153 sq. ft. PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE / STORIES: 1 w HEATING: GAS/OIL HOT AIR GYP. BD. ON GARAGE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON .t LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE GYP. BD. IN ALL INSTANCES. ENVELOPE COMPONENT PROVIDED EXTERIOR WALL R-21 STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING ROOF/CEILING R-38 SPACE W/FULL THICK INSULATION. o - 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. FLOOR R-30 - 2"xf" AT 24" O.C. AT INTERIOR NON-LOAD BEARING WALLS '- FOUNDATION WALL R-10 SLAB ED^E INSUL. - FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. No. DESCRIPTION DATE GLAZING - 750fb - 1,10C,000 E SZE REVISIONS R-3.0 ENTRANCE DOORS I R-3.0 MIN. INDICATES MEMBER, SIZE & SPACING. o A COPY OF THE ENERGY DATA INFORMATION SHALL SIZE INDICATES BEAM SIZE. CD 49'-6" BE PERMANENTLY POSTED ON OR IN THE ELECTRIC 00 A DISTRIBUTION PANEL IN ACCORDANCE WITH SECTION 401.3 to w N 32'-0" ON THE NEW YORK STATE ENERGY CODE. r ~' ® POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR p 8" 3 17'--6" 2"x6" TO MATCH I'VA" & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. o to U r 8 4 � � 30'-8" 0 ALL STEEL POSTS WILL HAVE 3-1/2"0 MIN. V z U-iNQ W co FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS W� U = r - - - - - - , NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE ~ ao I I r---------------------------------- --------------------------------------------- I I 1 ( 1 zoo CCD I TREATED. _✓ o o LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA-LAM. rD a z I TRUSSES TO BE. FABRICATED W ACCORDANCE WITH DESIGNS & DRAWINGS J 0 E W p F r„ n i i i I PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD CO psf. co N v °o o a CD DESIGN WIND LOAD 90 MPH, MAIN FLOOR LOAD 40 PSF. " (SLEEPING AREAS AND ATTICS 30 PSF) _ �- �Z O a Q Q Z is o I i ' 16'-10" $ o c a w I I �_ J0 - o �--- --------------------------------------- BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL >•- ao 00 o z>_ I i 2x10 JOISTS AT i I STRENGTH OF MEMFERS. r t ¢ a 5 zQ rG.. v m N 00 00 t a z I I " L--------------------------------------------- I 10_ o d► u3 N N v 16 O.C. I I PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS. v Q ' I ADJUSTABLE OR CONC. FILLED BASMENT SASH (TYP.) i I I NOTICE c '0 r, v 0 o STEEL POST W/24"x24"x12" I ;� STAIRS: - ALL RISERS & TREADS TO BE EQUAL KRAI? PAPER INSULATION MUST o� N o o ° E CONC. FOOTING ! I �, - STAIRS WITH MORE THAN 3 RISERS TO HAVE A HANDRA US irw N (BOTH SIDESIF BOTH ARE OPEN) IbOVERED BY NON-COMBUSTIBLE BARRIER g�_7 " 9'_7 " g,_7f" " " I - MAXIMUM BALUSTER SPACING - SHALL NOT ALLOW THE lt g -7r 9 -7f I , PASSAGLE OF A 4 SPHERE WORK IS TO BE AS SHOWN & I ' - _ NOTED At :' IN ACCORDANCE �t cV I I I ---- r— I ►� = OPEN PLATFORMS OR PORCHES MORE THAN 30 A.F.F. OR A.F.G. WITH MANUFACTURER'S - - - -�--�-T - _+��__ _ _�_ __ _ �_ _ I ; - 0' TO HAVE GUARDRAILS. /'ram— `RECOMMENDATIONS, TRADE N ' ' BEAM POCKET + ----� h L----J L L j = J i HANDRAIL PROFILE TO HAVE GRIP SURFACE IN CONFORMANCE WITH ASSOCIATION PUBLISHED I I SECTION 1115.2 OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE. RECOMMENDATIONS AND 4 DEEP x WIDTH �� 3-PLY 9-1/2" LVL �j 8'-81" - 6'-3 " i ' GENERALLY ACCEPTED LOCAL OF BEAM x DEPTH CARRY BEAM FULL HT. PARTITION 6'_7" I i = CONSTRUCTION INDUSTRY OF BEAM (TYP.) _ �, I I ao WITH _GYP BOARD 0I PRACTICES. BASEMENT HANDRAIL TYPE I I I = I I I I I I U P i I (° HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN NOTICE I ZBASMENT 2x10 JOISTS AT I " ,.� I I I I I' I I I O , I OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 mm) AND 16 O.C. - _------- -- -- I i NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS FOAM INSULATION MUST BE COVE _ ---------�' ' NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT __________________________________ BY A 15 MINUTE THERMAL BAR `T I I LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6-1 4 ' r --------------- - INCHES 160 mm) WITH A MAXIMUM CROSS SECTION DIMENSIONoOF 2-1 4 INCHES (57 mm).in MALL HANDRAILS ARE TO RETURN TO A WALL, NEWELL POST OR SAFETY TERMINAL. C `--- ------------- ---------- INO'fl : -------------- --JLINE OF STEPPED I '_�____ CONCRETE FOOTING ; Smoke detectors am required in bedrooms, V = ------------------- - r-------------� , ' INTERIOR DOOf ;z adjacent to bedroama! and on each floor °D z i ; i i level including cellar or basement. d- ----------------------- BEDROOMS: S3�•.,;,LE 2'-8"x6'-8" H.C. OR PANEL All smoke detectors & carbon monoxide 4— 00 I I ; COMPACT FILL I " " detectors shall be Interconnnected with N PAIR 2—6 x6 —8 H.C. OR PANEL battery backup and located on all levels. � _00 "q I ' ' CLOSETS: SWING 2'-0"x6'-8" Carbon monoxide detectors are required =9�` o Z M I I ----- V --------J °r° _ outside sleeping areas and on all levels. oC N � i = I , FURNACE (WHERE REQ D. FOR COMBUSTION AIR) 2'-6"x6'-8" ---„ - ' o i LOUVERED DOORS. m .o a " - ----- --r -I ^ 8-8 11'-4" 6 -2 i i T i BI-FOLD WIDTH TO SUIT OPENING x 6'-8" m 8" 8" 28'-2" 8" I I p I i x q ' I - BATHS: 2-0 ),6 -8 H.C. OR PANEL (MIN.) M � 0 ( = I I UNE OF STEPPED = I 00 i ; CONCRETE FOOTING ; - GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED i. i a i DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE. ' C DROP TOP OF CONCRETE— i ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT, FND WALL 11 AT DOOR LOC. I ; SINGLE PHASE; 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN ------------------------------------ ----- __ I ARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE �""'� FOUNDATION PLAN I - ENTIRE BRANCH CIRCUIT. A cc 1/4"=1'-O" ' • 00 ----- ----- -- lot u r - FOUNDATION REINFORCIN , NOTE: 2'-0" 16'-0" 2'-O" SOIL TYPE PER SECTION 405.1 IS GROUP I, CLASSIFICATION SW. Q 8" ._ " 8" 8 FOUNDATION WALLS TO HAVE #5 VERTICAL REINFORCI NG AT nV 21 4aF 40" O.C. - MAXIMUM BACKFILL TO BE 7'-0" ON 8'-0" WALL. ,... ONE HORIZONTAL #4 CONTINUOUS REINFORCING BAR IS REQUIRED AT THE UPPER & LOWER 12" OF THE WALL. RIM JOIST ,1. Fn EXHAUST FAN - DUCTED TO EXTERIOR (TYP.) O (OPTIONAL TO BATHS WITH WINDOW) 2 X 6 SILL © CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED ilk/BATTERY BACK-UP) SD SMOKE DETECTOR (HARD WIRED & INTERCONNECTED BASEMENT W/BATTERY BACK-UP) WINDOWS FIN. GRADE TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be coi s$are an D I I P1 W�f E fulls aattiinplia oeplans w th Mes ullding Codes of New York State. 4 0 MIN. TOWNOF (�UE NrMAR 2 9 2010 UVANDOW MYElI ° � � F- � z °- 0 0- 1/4 DEPTH o w 2" MIN. BUILDING & D TO SUIT GRME 0 00 o W MAX. 1 6 DEPTH o MAXIMUM -, TOWN D C, EENSBURY N ? Reviewed B BUILDII�Iw, CODES CONDITIONS z y 00 0CJ-29 o0c MAX. 1 6 DEPTH = Date:o0�c I Q ° a d ° d �00� CAD FILE NAME M � � 1 4 DEPTH ACAD\HAYES\RANCH MODEL o 6060oonAnr)(, 1/3 SPAN MIDDLE 1 3 OF 1 3 SPAN MAXIMUM , acALE ° 0 0 or 1/3 DEPTH N 00,0P SPAN - NO NOTCHING END NOTCHING MAXIMUM HOLES AS NOTED NOTCHING i h . DRAWN BY IN GENERAL, NOTCHES & BORED HOLES OF THE DIMENSIONS & LOCATIONS SHOWN ARE PERMITTED. IN NO CASE ARE NOTCHES DRAWING mtE ?r TO BE PLACED IN BOTH TOP AND BOTTOM EDGES IF THE NEAR SIDES OF SUCH NOTCHES ARE CLOSER THAN 12 INCHES HORIZONTALLY, NOR ARE THE NEAR SIDES OF NOTCHES & BORED HOLES TO BE CLOSER THAN 12 INCHES HORIZONTALLY. TYPICAL BASEMENT SECTION ® WINDOW TYP. STEPPED FOOTING DETAIL � . N.T.S. N.T.S. TYPICAL JOIST NOTCHING & DRILLING DETAIL FLLaE;, FOUNDATIO'NO SCALE PLAN, LEGE & DETAIL I DRAWING No. cn �7 L rn O WINDOW SCHEDULE ROOM NAME TOTAL SQ. FT. WINDOW QUANTITY REQ'D. LIGHT ACTUAL REQ'D. VENT ACTUAL EGRESS WINDOW & REF. # AREA MIN. LIGHT AREA AREA MIN. VENT AREA OR DOOR LIVING/DINING 410 (4) 32.8 52.6 16.4 26.76 YES . DESCRIPTION DATE KITCHEN (1) 20 SLIDING DOOR REVISIONS Cl MASTER BEDROOM 134 (2) 10.72 23.2 5.36 11.96 YES 00 MASTER BATH NR (1) �>k�k NR 5.2 NR 2.44 NR 3 u N V >- BEDROOM z #1 112 (3) Q 8.96 34.8 4.48 17.94 YES U z- ¢ T �UZ - BEDROOM #2 81 (1) 0 6.48 11.6 3.24 5.98 YES (o W WV) t, n- Z 0 Z20 cL V < _J � ¢ 1 WINDOW DESIGNATIONS AS MANUFACTURED BY: MW WINDOWS AND DOORS TWIN SEAL 200 SERIES IF ALTERNATE WINDOW MANUFACTURER IS UTILIZED v( 3 Z o CONTRACTOR SHALL CONFIRM THAT ALTERNATE MANUFACTURER J 0 o «' WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT J�C 2 OD 00 � a AND VENTILATION FOR ALL AREAS SHOWN. a. r 49'-6" INDICATES WINDOWS TO HAVE TEMPERED GLASS � z o`�' ' n z F a 32'-0" 17'-6" Y v c o, u a a W a L= _1 Q - •L In In S Z " » 7'-4 7'-9?" 6'-1 off" 3'-5" 6 4'-0" 8'-7j" 4'-4 " 6 WIND 0 W SCHEDULE Z a N °0 N_ 5 s �" o� �� La� J WINDOW WINDOW R.O. R.O. o v o �' - o O O O O REF. # MODEL # WIDTH HEIGHT REMARKS �/ o w N Lv o o E ww (0in >I, w io cc 1O 3052 36' 62" SINGLE HUNG t° 20 3030 36' 36" SINGLE HUNG 1 1 WORK IS TO BE AS SHOWN & o NOTED AND IN ACCORDANCE 3O 2040 24' 48" SINGLE HUNG WITH MANUFACTURER'S I ASSOCIATION PUBLISHED ADE MASTER - iI I LVL HEADER RECOMMENDATIONS AND BEDROOM LVL HEADER Q 2/4 M i� GENERALLY ACCEPTED LOCAL = 0 CONSTRUCTION INDUSTRY LIVING ROOM = PRACTICES. ATTIC ACCESS PANEL 1'-11" 2'-6" I . » m 22 x30 MIN. CESCO N 8 -0 2-�f"- 4'-5 " 2'-1 " MODEL "SFB" OR EQUAL 1N CATHEDRAL CEILING IX cc. 1 . 1 •-a� 1 I O .. :.. - SD I 1 I I r :..........::. :...::. . ::...... Y ►7 �O : .:.:: ::. . :.. to Sp � I W.I 1� a ..::...::::: 1 DINING j 1 '� KITCHEN 7'-3" 31 3'-51" ff '-8f" 3 " i� i 1 o sc M 2/8 M CATHEDRAL CEILING i 1 a L 1 1 1 tea+ _ TRUSSES AT 24" O.C. m N 2/ 3._5�" 32._1»3 " 8_ �" 3r 5� 2» 3j2'-0 '3 " 11'-3�" 3�" 6'-5� RIDGE 6 6 oD a 2 0 ? :. M I S.W.R. 2/8 N= 2/6 I I I 1 I 1 I I 1 I L 2/0 M N 1 SD N 1 DN a 1 SD CD -1+• M _ 1 SD i� 2/8 1 I I I 1 I I I I I I I I ;'v�!/ q -: V � Z M� � � 1 1 - CO A co ,/ BEDROOM 1 �,, 1 BEDROOM 2 p °� N 00 - — # M # iE m d o% °.-4 c� a>r � L0 ... .. . .. .. _ ..... . .. ... 2/0 •-hr rY � � a ao .-r x � 2 8 1 .. ::. M t7 to lL a f 3 an I M � 3 0 GIRDER TRUSS_ r W a O ( I p � p TRUSSES AT 0 1 1 `t 24" O.C. ICE+ WATER SHEILD 4'-6' 4'-6" 8'-6 " 6'-6 " L 3'-1 " " 6 DBL 2x8 TIE BEAM ROOF PLAN 00 10'-0" - -------------------------- ------------------------- 1/8"=1'-0" �-� lV 28'-2" GARAGE J a ? 00 UNLESS NOTED OTHERWISE TRUSSES AT ALL WINDOWS AND DOOR HEADERS 24' O.C. ARE TO BE DBL. 2X10 DBL 2x12 HEADER - - - - - - 10'-8" 10'-8" 20 49'-6' 4" 4 ® �1® FLOOR PLAN 1/4"=1'-0" GAD FlLE NAME :ACAD\HAVES\RANCH MODEL ., SCALE , D AS NOTED DRAWN BY �C !4F DRAIMNG TITLE FIRST FLOOR -� & ROOF PLANS AND SCHEDULES DRAWING No. A- 2 t CONTINUOUS RIDGE VENT :No- DESCRIPTION DATE REVISIONS -1 g- -- - --- _- W z L -12 -- - -- - - ASHPALT SHINGLES - - --- -_ -- -- z H Q -- - - - 7 --- - _ -- __- --- --- --- — - Z a uJ - - - - - - - - ­12 " a „ N W O ALUM. FASCIA --- - - - - ------ - -- - ------ ------- -- - �- 00 w v P r SINGLE HUNG VINYL - - --- - -.-. - — - --- --- -- - --- -- Q � o 0 a WINDOW UNIT WITH - - -- __- - VINYL TRIM -_ --_ - - c w o INSULATING GLASS - -- - - -- F - - - - - _ -- - -- --- -- -- - - - - _-- -- --- _ z o ` d z w o0 -- -- ---- -- VINYL SIDING - --_ Of_ m rn o a & THERMAL BARRIER --- - _- - - ----- � --- - ---- L-1 - �' �� a W71 LJ _ _- _ - - --- -- _ -- - 'Cc i Q p ��NLJ= 5� z o - - -_--- - INSULATED SECTIONAL _ l i f _ - r -- �d G v tZ Z ° Q N F IYi ---- 00 _ _ u METAL OVERHEAD DOOR -- -- - -I v� Q O 1 �l -- - - -FINISHED FIRST FLOOR - - -- - - - -- ---- ---- - -- - - -- w m in >° w o FINISHED FIRST FLOOR 1-41 S TO BE AS SHOWN & NOTED I AND N ACCORDANCE WITH MANUFACTURER'S o i 1 o RECOMMENDATIONS, TRADE o i i ; ASSOCIATION PUBLISHED I ' RECOMMENDATIONS AND I GENERALLY ACCEPTED LOCAL ' I 00 1 ' I I I ( I I I 1 � ---------------------------------------------------- I - I 1 CONSTRUCTION INDUSTRY -------------------------------------, 00 1 i i Lr- ---------------------------------- --- i I 1 PRACTICES. I I I I I ----------------------- I I , L--------- i I- -------------------------- 1T------------------------ ------------------LJ, L--- - 1 ------I i ---------------------- ------------------'l SIDE ELEVATION ----------------- - -------------1- FRONT ELEVATION 1/4"-1,_0" 1/4-=1'-0" 0 o. v 0 Go CONTINUOUS RIDGE VENT Go 00 Z C" V ocNO i N N CONTINUOUS RIDGE VENT Q N ---- ASHPALT SHINGLES m ^ 00 " - _ --- - - ---- --- 12 ASHPALT SHINGLES ---- - -- - - - - - _ W ----- _--- - -- - -- _ -- - ALUM. FASCIA _ — - ----- - !v --- - ---- -------- - - � -- -- VINYL TRIM - - -- -- Q VINYL SIDING - - s _ -- - _m in =� -- SINGLE HUNG VINYL - _ - --_ - - WINDOW UNIT WITH - _ --I -- ---- - I --- - - - - _ INSULATING GLASS ---- - ---__-_ & THERMAL BARRIER -- --- FINISHED FIRST FLOOR - -- - - - -_-- ------ - - - FINISHED FIRST FLOOR - -- - - ' 1 I I I I I i i - I � I I I 1 1 1 1 r------- 1 I 1 i I 1 1 I rL--------------------------------------------11--------------------- I I I I I I I I L------------------ ---------------J------- ------------ rL----------------------------------------------- L----------- _ r--------1I CAO FILE NAME ----------------------------------- ---------------------------L---------I ACAD\HAYES\RANCH MODEL SCALE AS NOTED REAR ELEVATION DRAWN BY 1/4"=1'-0» SIDE ELEVATION :.. � p 1/4"=1'-0" �'* DRAWNG TITLE ELEVATIONS R. r DRAW 1110 No, A- 3 r APPROX. 45' TRUSS CO rt LATERAL WEB BRACING AS SPECIFIED BY TRUSS MFR. BOTTOM CHORD CONTINUOUS RIDGE VENT BRACING ASPHALT SHINGLES z_ 2 BY BOTTOM 2'-0" MIN 5# BUILDING FELT CHORD BRACE ICE & WATE 5 8"OSB ROOFcl TRUSS 2x DIAGONAL BRACING, AT EACH LATERAL WEB BRACING - EXT. WALL SHEATHING W/"H"CLIPS o. DESCRIPTION DATE zi LINE OF LA n AT EACH GABLE END - ALSO AT �P REVISIONS INTERVALS NOT EXCEEDING TWICE BAFFLE (TYP.) G� RAISED TRUSSES z THE HEIGHT OF THE TRUSS. NOT c METAL ROOF EDGE 6�� ` LESS THAN ONE LINE OF DIAGONAL ' BRACES ON EACH WEB. W/DRI co T 2x SUB FASCIACl 2 BY DIAG. N-4- LATERAL WEB BRACE BRACES ® ALUM. FASCIA 5/8" FIRE CODE DOUBLE CAP PLATE �. Z L a T GYP BD CEILING » D� z END WALL OR -- EACH END 5/8 TYPE X GYP. BD.— 0 Z GABLE TRUSS BETWEEN GARAGE N o w r PARTIAL PLAN VIEW VENTED VINYL 111 o a z TRUSS --I SOFFIT APPROX. 45' & RESIDENCE TYP EXTERIOR WALL z w o «= VINYL TRI GARAGE 2x4 ® Q 2 PARTIAL SIDE VIEW TYPICAL TRUSS BRACING TYP. EXTERIOR WALL (� 4 CONC. SLAB 16 O.C. W/ SHEATHING. � a = TREATED 2x6 SILL 2x6 STUDS AT 16" O.C. o,_ - 1/8" = 1'-O" PLATE W/ SILL SEAL W/BATT INSULATION (R-21) GYP. BD. OPTIONAL ® Q 3 0 o BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY 4 MIL. VAPOR RETARDER MIL VAPOR EXTERIOR WALLS J F Z C TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS co 1/2" FIRE CODE GYP. BD. INTERIOR RETARDER " J N N o U o z, IN LIEU OF THESE GENERIC DETAILS *1/2"� ANCHORS AT INTERIOR BETWEEN GARAGE " _ � W 8-0 O.C. MAX. AND 6 COMP. FILL �- DOWELS AT 8-0 ` Q c � ' 1'-O" FROM CORNERS MAX. AND RESIDENCE 3 z 0`v $_ a Z ir O.C. OR CONT. KEYWAY JL o 0 —o �� �o 0 3 (A V � QW_ FINISHED GRADE (PITCH FINISH GRADE TO SLOPE _ = o* 5, o AWAY FROM BLDG ® 6" ? AWAY FROM BUILDING _ a'.Q - = Z IN 10'-0" MIN) TYPICAL 6" IN 10'-0" MIN. Z 2-'= _m N OD 0 t a z RO �a O.O � g � aa 8" CONC. FOUNDATION = c Cln x'a WALL Wo w toU) >U_w 8" x 16" CONCRETE CONTINUOUS RIDGE VENT GARAGE SECTION FOOTING W/ 2- #4 GIRDER TRUSS ASPHALT SHINGLES 1/4"=1'-O" BARS CONTINUOUS. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S STEPPED TRUSS 15# BUILDING FELT RECOMMENDATIONS, TRADE OR 2X10 OVERFRAMING " ASSOCIATION PUBLISHED 5/8 OSB ROOF SHEATHING W/"H"CLIPS RECOMMENDATIONS AND ALUM. FASCIA -- CONSTRUCTION INDUSTRY RAISED TRUSSES :GENERALLY ACCEPTED LOCAL PRACTICES. 2x SUB FASCIA BAIT INSULATION (R-38) 2x8 LOOK-OUT KRAFT FACED FRAMING VENTED VINYL SOFFIT 12 VINYL TRIM 8 2'-0" MIN. Cy ICE & WATER t . TRUSS s\�yi - cF¢ BAFFLE (TYP.) METAL ROOF EDGE Lam.. . W/DRIP ' ""` Go Go -- -� ,- 2x SUB FASCIA V o Z M ;(^ NO Y k Y ^ Y X yY X �, X i \ ico \; J / --- ALUM. FASCIA >-- 0% tv In m t 12 VENTED VINYL M Or i 1/2" GYP. BD. SOFFIT PORCH BEAM WRAP WITH 1 x DOUBLE CAP PLATE VINYL TRIM WOOD OR ALUM. DOUBLE HUNG VINYL WINDOW INSULATED METAL UNIT WITH THERMAL BARRIER ENTRY DOOR & INSULATING GLASS r U co TYP. EXTERIOR WALL Q 2x6 STUDS AT 16 O.C. ' W/BATT INSULATION (R-21) 23/32" APA RATED I 4 MIL VAPOR RETARDER SHEATHING - GLUED I 1/2" GYP. BD. INTERIOR Q & NAILED FINISH, APA SPAN RATED FLOOR JOISTS SHEATHING, TYVEK OR EQUAL \ WOOD HANDRAIL J HOUSE WRAP, VINYL SIDING. o BEHIND SECTION BRIDGING AT MID SPAN \ UNE BATT INSULATION \\\ HEAD OHEIGHT" d \ e AT PERIMETER FLOOR BEAM TREATED 2x6 SILL \ \\ PLATE WITH SILL SEAL \\ DBL. FLR. FINISHED GRADE \\ JOIS T \\ D (PITCH AWAY FROMBLDG z R-10 MIN. FOIL ; ° MIN)TYP." IN 10'-0" y o z FACED GLASS o z 1-1 8" N�SING TYP. °p I FIBER BATT A •I " 1100 >� m 1/2 O ANCHORS AT g" TYP. \\ . :� a ° INSULATION \ 8-0 O.C. MAX. AND \ � O0 1'-O" FROM CORNERS MAX. O WOOD STRINGER 8" CONC. FOUNDATION \\ Q WALL WITH DAMP \\ cn ... .. _ PROOFING 5/4" WOOD TREAD \ AD FILE NAME U) ACAD\HAYES\RANCH MODEL 4" CONC. SLAB 3/4" WOOD RISER M 'SCALE AS NOTED 6 MIL VAPOR e j RETARDER nRAWN eY ° d 6" COMP. FILL #4 DOWELS AT 8'--0" ;DRAWING TITLE e e a d e O.C. OR CONT. KEYWAY 8" x 16" CONCRETE L-L-1--FOOTING W/ 2- #4 d Q d BARS CONTINUOUS. BUILDING SECTION STAIR SECTION SECTION 1/2"=1'—O" 1/2"lm 1'—0" DRAVANG No. A-4 a ©1]GUMEhtT 03000045 . FILED e A 201 12 1EF III�� .�--� � •,� � �• •,_"_"� .• �. . ._ area J. Voe .__ -__µ.__ -r------ --_ ..... • >t MAP' REFERENCE �r � . IN, .4� ,1 r q0 �' Z SUBDIVISION PLAN MADE FOR O ft . i —-tai-�- ._.• ---� :-., �'"` HAVES AND HAVES � � '�, :, B W Z $ N cc r— Y VAN DUSEN 8 ST 1 VES '� �• ' town of Cklaensbuy community�omce p DATED:JUNE 15, 2007 flue snabury,NY zeoa-seos 4 t— N 4 ras Say Road. • `. . '-��- _ ,,, , i , } ; LAST REVISED:NOVEMBER 5,2007 'j vvi 1 as �. {' TowndQuaanaayPaaeYgBoaod q i•IJ 4 RESOLUTION M APPROVE MODffICJ1TM TO SILMRASION 11,2 K 811E FLAN 2&M2 a FIVMMTER tMIEMA1�2-MLL, E FOR NAVES CONSTRUCTON GROUPM4 LUaRg ROAD Q p W rvr i • +Y OWNER/APPLICANT ! ' A>tibddafoe apptluYm ba baa mad.b M,ouaambwy PannMp Bond for d»b�oaMw Appleale propoaee modalealon Ism+Pww.a 'eC • i • .�: HAYES CONSTRUCTION GROUP,LLC NOW Pi u b O a * and and ddaaaly Plm w a wd a abr w as rmb a aN.wp ModlW4 d b an a*vb aub o=u •r, � 395 BIG BAY ROAD •,� .. � na�na PamMq fiord ravel•and approwl.9Ye Pan awaar a Frwaatr NGarde waub as ugdnd Mx Mae daadaphsaprbrbe r aewa E * , V, dam an mod adttr Immew1 kIMfutofanpdebduI 4 —••; 's t QUEENSSURY, NY 12804 a a' ,� /. ao► n.wawt.s,arauwa:aWwn«aaauler�olx N N N N C-4 IAND SI _ - _ - -• - -T•r•w. }i i E Tlra appicdai a aupporbd wiA a1 doarmeika`on,p oaoa«u ad app6ealfoom aaww d aw Ile d ieooe� O V\ • Tnt«rua1 � ZONING tN +� rwoauwao;roonawe�.wnonmwa�o►badoaton«oaaae�rTr�amnF«a \ N N " 4 FORMATION t. et M -r• ��.�'- T; AT TIME OF SUBDIVISION APPROVAL # ,� so4 Lrr=t»Rosa Paraaad n.town d code b rebwt aedlow d A 1 1 y oY 79, 1a ,�' (GwPIM Cbepar Chapgr j, Parei�g Bond ha delumlaed O Tow �a SR-1 A # / y Bat w popow.dgee rw,.�uk«aMw r,trie b nu 2oriap coa. �I• M N " Z two bane omelfted.ad we omI o"My• 'Er' A 10,000 S U L T SIZE: 1 ACRE ,r a � / ' � of � d m.slea Erw:o=arwl ov�q Rw>ew Aa sab Eew�omrwr R.aew ' ....._ _ t '`•-. 1Q .FOR CLUSTERING x ~" MINIMUM FRONTAGE:40 FEET � a FW � Wth Me w.e M..�wh % -• �•--., •'�• SETBACKS: • (• -• ' e i�Df o d Wq wW Y�lOns—wL Ti OAMd b IIN CD DeMI0�11Y1f o.viMAeM eea�w ilr�Aler ;. +r • '� nwwtylhela�IbmWtuNoraBuYOtepsidOodosprtanal TM applpntmwtaaelwiASahMt fj G suw�oy.---••..� •••_..` FRONT=30' oeYAMaanddan«oanNowalf anda►iorbaa a i aewabe d kow NcMd q ta"V pe a ftwA e qo 't r w % - S/DE=10'M/N. TOTAL OF 30' �� >7 CYi 'r m walwrrpiasb praetad swimIN r�.graft.E a a.and bpepaphy; .�''- j •/ REAR=25' a� / A ) aeabp aatr onaye MarJ�g Malaaed aMod Meee areas and raw vedAed by ad - "'a • e TM imis d vwll oomwuM a rotor bdMK aoeae ooeabn6on and be Cd ` i'� ---� •!Q E ,. 7heapplcxd 000pyditklk bpbMeTown; FO [�[� 1. TIN pre}ect NDI(Nolia d WAI for awerape undo Me aumee NYWEC 8PDE8 Gown Permh or for aovaapa wdw an b6vidwl } t ��`- •.-dam-'Y ! ��..� : '(.- y 9PMpmrwbealMdAnabwort. ti ` O J p�0 .\ \ d rT O' I Tbp*dNOT(Ndo dTermiwfon)wneoon�pldondtapr*Mmd =f Q o \i ` �q . 9) nospoleadmukmahp(nanMairgojxtyM MXtaWewbyatldt ` a '� �'' • v 1` 1. Tbo q owd lnd Met bee beau ateapad by Me Tow►Zo ft pbni Include Yu project M"(Moan ` WoW PAdm PnvaeYoe Pam)was w&a plan v We, W*Wovo and k \` a" d �s / 2 NOI and P d aowape udar b gaterd NYSOEC 8POE3 Gananl Punk«an MdM A wIm paradt gaud Mx vw � � Z / t ` , ! - \� i 4 fe' 9 / ) Approved ph= panbd' vep om wa removed Man Me eo a A a w eon ft Mal 1ti,Eva b out foot whb In e a Me era wan Mt aoa,adeadaoueeegMaaroawibadMwdlSrMerdaraietlra>epa«MedrarM�peaubm(Madblb Town Bord. adopted MU 19M day d Apd,201$by he M wkq`rdei. 1 AYES: At.ft Mr.8dbrawd,W.Doeb,Mr-Mapowan,W.Ford,Mr.Kraba,W.FM"W y ,z a O U d NOES NONE P• O "ij LOCATION MAP-NOT TO SCALE ,r +' aG BaANBPad9JSMewdaRnoda. a V q i 04 o � •Q 420 GALL . • �, - •' ` • >+ CAS LOT 18 17- lox �47 ` MANt1=o 4:88 acres gg } 213;09'1.87.sq•. ft. bigW fill cb Lu Will go-it � it l ixilp r i� ZONING MAP - .15 5-6 Pr TALL[k%M wnffe PIN15 ( — 5 p'3 e O.C.clLSTa�m As sltotMM ry v►► REMAINING ���b�sS•., >>��� 't LANDS / 'r O�Gr TREES L +r VANCE 01 110, PRES Bf. r i 2004 CLEARING LIMITS x PLANNING BOARD APPROVAL / c Ayopvl�wd Ur derattu o*of a Ra�.aaaDr,adwsed y_l4. z�z ,�• .: --- �.. `�� �.� � x by�toPkw*BBoodaf6W 20041/ CLEARING EDGE / '� ♦\ � Torten of .New yQ& � + 'LIMITS, DIs R wCr `� Z Ad +/ •! _ �� � �,'�`�� .'�� 00' '�. •`�� , � � � SOT,� SEPTIC T • ;P � � �` \ '��`` r/'� / ) 2004 CLEARING UMIT5 1V 10 A�) 3. oo• Ors�,r�� , -,� AREA OF DISTURBANCE: e ti ASSWTZCN TRENCHES PRESENTAREA OF DISTURBANCE:77,973 sq.111.79 acres 3 @ 130' LANa5 NR OF .1��` AREA PREVIOUSLY DISTURBED BY TOWN DRAINAGE 13,218 Sq.RA0.30 acres LOT 2 GILMAN AREA CLEARED/DISTVRBED PRIOR TO SUBDIVISION WITHIN Dl�tety ZOq DZSTRreunoN �Q.>t PRESENTAREA OF DISTURBANCE:25,292 sq.#A.58 acres BOX TOTAL AREA OF DISTURBANCE DURING CONSTRUCTION:39,463 sq.f A.91 acres scale r-47 2004 LOT 11 CLEARING `'� AREA OF DISTURBANCE WITHIN 100'WETLAND SETBACK 17,600 sq.I.40 acres LIMITS ` V AREA OF DISTURBANCE WITHIN NO CUT ZONE 6,419 sq.flAn 15 acres LOT 13 AREA OF CLEARING WITHIN NO CUT ZONE.,3,215 sq.#A!?07 acres S-- 1 2004 CLEARING LIMITS SHOWN SHEET OF 1 LOT AS PER AERIAL PHOTOGRAPHY n D 1� 246 TAX PARCEL:308.E-2-17 DWG. NO.04007-17 i / IO / v1 MAP REFERENCES _ ZD m U MAP OF A SURVEY MADE FOR U � (1) Q- DOUGLAS & WENDY VANCE = Z Z Z BY: VAN DUSEN & STEVES Uzi U U DATED: DECEMBER 1, 1984 ? Z z ! i3 p C) ® } W On co PLOT PLAN OF LANDS OF ( Q CL CL WILLIAM & LINDA HART BY: JOHN B. VAN DUSENOf cl_- DATED: OCTOBER 22, 1971 5 � o 0 co o `n `') Q N \ rn O 0 N o O Z i y5 'c�x n 3 3 F o z ka g ° 5 111111 4 p Cf F z t oos,deK C, DEN DRIVEuosY < a Es,F-,= _ LANDS N/F OF p F R O MOSHER LANDS N/F OF HEWITT LANDS N/F OF a 20' 3pq VANCE `? NO GUT LONE .8 LOT 8 A LANDS N/F OF 77z.>g IRP OMAILLE LOT 9 ►�y �vy�-y k 20'N°cur 2GNE LOT 7 LOT 10 Q! k\ 1 �s 74S. �y O ate S l S f: t d\ 4 0� t:rx�� w� !"fix F+.1 co F+j CLOT 8 )1v LOT 11 \ �'�� o Ai `x��� I LANDS N/F OF © W sy , BALL A. I CIR # LOT 6 R lb LOT 12 WELLLOT 5 \ AO 00\� O\a�� IG•i A C O.E dJ`T F.tiDS� j LANDS N/F OF ., �25 AE °P PGA REDEEMER REFORMED CMF s3 LOT 4 \\ ' z ., W C3 CHURCH •>q. � ; y+h .m cn 9 7J zll , 'O LOT 13 w .1 1--� . L 4, STREET ° F 7zp � •..e. _ / off' - - -�.wrs,. Vl I ,�,/ w CMF LOT 3 , i`- TYP. ���� q. .,, '%e A,.6 / �0., 'd a° 29 5' ° `\` A `C t 16' S�ao76'7a• a,s 3 IPF I LANDS N/F OF P �~ TYPL ° ` 8E �. ,..3- ,' A;,S I TROMBLEY 248 OT 14 ° A 2 6 a w b zb IS.. BEEETN HMA K: NA\ /iaoA9� . ` p. �A,a l °z U) cad w cad LOT 2 r �� 10" JACK PINE ! CMF ;:y o / IELEVATION — 319.85 � - r ` °° / LOT 15 I ^' LOT 1 76s STREET � E > ., CMF as ;, i 4 j .49. /I / SB2 o.go.E cV 7 • 5Y1FD !//) BARN I °o Bp• LOT 16 LANDS N/F OF \o y o " 2 51CRY O�� GILMAN ° ter► 00 o°r70U5E � ° o f S ED c) Z LANDS N/F OF A � LaBELLE M � cr �1 BENCHMARK: HYDRANT N—T LANDS N/F OF T�T�� �I I AT POINTING ARROW �O BOWMAN cn Thy 0 ELEVATION = 324.40 rV1 n _� W I SIGHT DISTANCE WEST = 7238' LA OF Q SIGHT DISTANCE EAST = 1738 MURRAY\ AXLE E-+ N LEGEND i +'� ►—� CM 0 = CONCRETE MONUMENT TO BE •ETA CMFo = CONCRETE MONUMENT FOUND LANDS N/F OF IRF IRFQ = IRON ROD FOUND BARBER t� IPFQ = IRON PIPE FOUND � CIRFQ = CAPPED IRON ROD FOUND H r0u, = UTILITY POLE IPF m X = METAL FENCE LINE LANDS PARKER OF I LV fy ^ = WOODEN FENCE LINE IRF 11�' TREE LINE j a MM�� I SIGHT DISTANCE WEST = 610' LANDS N/F OF 1+1 SIGHT DISTANCE EAST = 1670' IRF HUNT cn (1)DATUM = ASSUMED IRF w CONTOUR INTERVAL = 1 FOOT ` >-+ r NOTE THE SUBDIVISION ROADS, ROW's AND ALL WATER AND DRAINAGE UTILITIES IN THE ROAD ARE i TO BE DEDICATED TO THE TOWN OF QUEENSBURY I UPON COMPLETION AND ACCEPTANCE BY THE TOWN. Dates JUNE 15, 2007 scale 1'-100, CONTOUR INTERVAL = 1 FOOT SHEET 2 OF 8 i HAYES & HAYES 308.6-1-86 121-1-31.1 SURVEY NO. 04007 PklrP nwc nrn ndn07_eaoo-7 Q0 n 10,,c . I- I --1-1- -_- I I .- ! . � C., " ("t, `c 11 I*-Ij!"��--'I w4y"M74 , .U) I " E, d on-4 ' .' er!' I Olen cabfl� I � I - ___ ____ ___ __ __ __ _____ ­ ___ __ _D TEST PIT INFORMATION - ____ _'___ ____ __ IN DI?I'VE 1 .--.--- I---- ____ . 11 0-11" TOPSOM #5 0-4- TOPSaL /9 0-8- Topsat #14 0-8" TOPSOIL I Z z us IV "In a) 11-24 LOAMY RNE SAND 4-19* LOAMY RNE SAND 8-23" LOAMY RNE SAND 8-24" LOAMY RNE SAND OX 6 Q Q Z a z _­ MOSHER MAP OF A SURVEY MADE FOR 24-52" MEDIUM SAND 19-49" FINE SAND 23-78'w nNE SAND 24-67" MEDIUM SAND 104 '­ 1. ­__ � DOUGLAS & WENDY VANCE 52-63" RNE SAND 49-56" VERY RNE SAND MOTTLING AT 76 INCHES MO TTLING AT 63 INCHES �2 �2 5i ji it __ ­­­ -__ ___'__ __" Z Z IL ---. _'___ __ --.-- ­___ BY. VAN DUSEN & STEVES MOTTLING AT 31 INCHES 56-73" MEDIUM SAND Z z Lu uj 6 .'........ - DATED: DECEMBER 1, 1984 6 0 ar . :-:i--i��*���������:�:':�:�:�.......,.... - 0 . .........................:..' I/ 110 0-10" TOPSOIL 115 0-4" TOPSOIL 0 `0 .:...................................................... , R R S; - *""*,:.*.,.,.,.,.,.,.,.,.*.,.,.,.*.,.,.,.'.*.*.. - , 0 12 0-9- 10-22" LOAMY RNE SAND 4-19" LOAMY FINE SAND T _'-'_1 - ....I... , *"��:�:' , TOPSOIL Q I., - .:.,.,.,.,.*.*.,.*.,.,.*.,.*.*.,.,.,.,.*.,.,.,.*.,.=,.:����i����i�:�:i:�..�-- - .1.1.1.*..... 1� Q Q Z 25 , �i.i'.. :�:'1.7.7.7.1.%..I... -5 :.-.-.-..'-.-.-.-.-.-.- .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..... . .... - I � , 7....:.'.'.'.*.'.'.* --­�.......................................=.... 9-250 LOAMY RNE .SAND 16 0-80 TOPSOIL . 22-36'v RNE SAND 19-79" MEDIUM SAND Lu W m 1� 1*...*=: ...*.*.*.*.",.*.*.*.,.,.*.,.,.*.,.'.,.,.,.,.,.,.,.*......'......'I... PLOT PLAN OF LANDS OF � ... ....... 1.1.*.,.,.,.,.'.'.,.'.,.*.,.*.,.,.,.,.,.,.,.*.*.I Z ;� ...... ...........I.....................s.......... ..... .1.1.*.'.'.'.'.".7.*.' ­11���......................... 25-36' MEDIUM SAND 8-21" LOAMY RNE SAND 36-66' WRY RNE SAND � !r. C'3 1 .... ­_ � .' .!...:. ...... ....... MOTILING AT 75 INCHES Q) ...%'..1.'.1.'.'.* I.I.I.I.I.I.I.I.I.I.I.1.1.":.,.*.*.",.,.,.*.*.I...��i.-':.':�:.'...1.7.1.1.1.1.... WILLIAM & LINDA HART ...1.1.*�%1.1.1.1.1: ..............11.................................... 38-71" RNE SAND 21-710 RNE & MEDIUM SAND --- - L%:L=.-:.-.�.-.-.-.-.-.-.-.-.......,.-.-.-.-.-.-.-.-.-.-.- ....... BY- JOHN B. VAN DUSEN .......... __------ __'___ .-,44.:zi��-,.......................'_"-_.__------- MO TTLING AT 48 INCHES �! iv -- :i .................... .7.1.'.1.1.*.1.7.".. ",' _'.. ...**­­*.........*....­­***"*%' DATUM = ASSUMED __ - , F - ---.-.-.-.-...*.,...-.-.-.-.-.-.-.-.-.-.-.-.-.-:-L.:;�.W.1.1.1.1;1:�'..,.*.I..... '___ 11 '_ - _ , ::�"��- .......................................�........... DATED: OCTOBER 22, 1971 Z) 11.7.7.1.1.V.11. 111 ..1.1.7.'.*.7.*.'.".'. "� ­ -___ ..*."...�...................................................................... MOTTLING AT 47 INCHES MO TTLING AT 65 INCHES WATER AT 60 INCHES 116 0_9" TOPSOIL III =.'.1.7.*.7.' I - *.,.,.*.,.,.,.*.,.,=='.'.*.'.t%'.*.,.,.*.*.,.,.,.*.*.,.*.,.*.*.,.,.*.*..... 11 CONTOUR INTERVAL = I FOOT %b 0 L-Li 20'NO CUT ZONE ........................I................. 1111�11111111 -- .................................................... ....... 9-24 LOAMY FINE SAND I C�� =-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-��.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.W.... I , 1".*.,.,.*.,.,.=",.*.*.,.*.,.��.,.'.'.*.*.'.*..... .... ' 320 11� I .......... .. .......................... 0 24 RNE SAND I :3 I I -, I . .... ... ........... -40" . %:,** ........................................................- ��1111 , I...............I...�':.................% ... Azy, 17 0-3- TOPSOIL #11 0-10,v TOPSOIL 11.1."*.,.*.",.,.,.,.**.*.'.*.....*.",I ..,. , .,.. ' ..... ­_ ......................I..............1­......... __ k- 13 0-21- LOAMY RNE SAND 40-73' MEDIUM SAND .'= . .......................... .......... I 0 3-Ir LOAMY RNE SAND 10-24* LOAMY FINE SAND .7.'.*.*.1.1.% � I"..,.,........................-.........,..,..,.....,..... '& 'I�_' ,*.- 11I IIIZ i \ .*."V..'.*..*.*..,.,.,."*.,.,.*.,.,.,.*".,.*.,.,".,.*.*.,. 21-39' F7NE SAND 17-J9'v F7NE SAND 24-46' RNE SAND ............. 11 ................ ,.*..: ............ .:.1.7.1.1.7'.... ....=. �___ 0 1 to WN) ItON W), P_ .................. - -I.- I ............... . !�!11!!!Iii 117 0-12" TOPSOIL .'.'.*.*.'.' -1-1 __1' -__' __ ) ­.1. .*.'.,.,.'.'.,.,.'.*.'.'.'.'.,.",".*.*.*.*.,.I...�::�:: : .. I III 39-580 VERY FINE SAND 39-560 VERY RNE SAND - SILT, COMPACTED 46-810 WRY RNE SAND 0 , --I ....... , *.*.*.*.*.*.'.*...............: *:.... I , , ............. , - *�-.�.�'-. :'� : ; 1! III 11 I I 1 -740 -620 MEDIUM SAND _� ­*­':.'.'.'.'.'.= :.�'. \ -23" LOAMY RNE SAND . . . . ............. ....=.. . ..­ � �� I 58 f7NE SAND 58 12 _-'.-'-*_7-'.1.'.'.1: - --- ......I.......................'., ..' '' , I W_ 0) ...I. LOT .. IN - ........................ ..'................. 1 : 11 I ____1 IZ4:z��-:-:-:-:-:-:-:.:.:.:.:.:.:.:.............. I I I - ... . .. MO TWNG AT 76 INCHES . ....... . ..*.*.1."."'..*.'.' .. 11 . MOTWNG AT 62 INCHES 62-68" FINE SAND 23-640 SAND & GRAVEL 0 '>___��_ 11 . . ..... .1.'.'.1.*.7.*.1.1.1.'.' 8 --��.'..,.*-,.*.:.:.:-:.::::::::::..:-..::::::*..:::+: I **.*.*.*.'.*.*.... . .==... 11-1 I ............ ' '*""*****,-- %7.7.7.7.7.7 - ­­.. I ................ 4 MO TTLING AT 32 INCHES .'.1.1.7"'7.1.1.1_* -----__ I--- .................�.I....*.,.*.*.......*....,...'...,.'........"... .. MO TTLING AT 67 INCHES 112 0-9,v TOPSOIL . ...... . ... .... .................................. _=1.1.1.1.1 NEW H ............... WA TER AT 40 INCHES I I I I *':.'.":.*.*.%. ' .........%=..I......I. ...*.7.7., .. :. ......................... ..... ...., .*.1.'.1:.'.1.*.7.1'1 ................. ... .......... ............ 9-26" LOAMY FINE SAND I '­ ##jV1w'1mw**."'­-_­�- - .1.1.7.1.7.7...... z .........1......I .....�.��-".'.'........... I )f4 0_110 TOPSOIL J8 0-4m TOPSOIL .'_ .1. I I "",............."" "' ' **' I ...I...... .......1. .=.*.*.*, '.'.'.'.'.'.'.'.'.*.*.'.",.'.,.,.. I 14.hompow-�, -- �A*�_ . -_ ,- ...... .. ' I I . . . . .. .. .7.'.1.'.'.1.1=.1.* LOT .1....V......................... III 26-76' FINE SAND ­­­­ - ___ "I .................. .....: lI I 4-19'v LOAMY RNE SAND I *_ I . " ' ' I 11-21m LOAMY RNE SAND � - , 9 __ ..........­�i:.'* I ... - w & __ __ -��.,..,.-,...,.,..,..,.....,...........��:--.-�: - I " - .,.*.,=.*.* 14 --____� ST ........ . 1 19 36* RNE SAND .-.-- LA�IIIIIIIII�Aj 11 .'"".7.7.7.7" .-- - 21-44* MEDIUM SAND 113 0_90 TOPSOIL . - .7.7.7.7.7... ____ I __ECK,_ \11 IF *"'L�ZL-*'�:,�-�.:.�.::.:.:..�:.:..-�:::.:::.:::-.-7...-..,, � : . _:- I- ZONE 44-58" SAND AND GRAVEL 38-64" VERY FINE SAND *1 V, ..1.1.7.7.7.1. =7.1'7.*.*.%, ____ 1\ _\� -.-.--,.-.-.".,-,*,.,."-*-.-*,.,I __ 20' NO CUT 9-22m LOAMY RNE 3AND 1. -.4 � .'.*.I.*.7.7.*.'.'. - . _* ___ Q5 � :-:-:-:::::::............: . ' - MOTTLING AT 58 INCHES I ­7 -� ­­ - # 110 ---- ___1 - .. '.'.'. ____ 22-650 FINE SAND 10 I . - ... -.-.-...-.-.-.-.-.-..... __1 _ _ ...�z - - ..................... .,.-.,.,.,.,.,.*.,.'.,.'.,.,.,.,.:.. 'm - - .. 0 .".*.*.'.'.*.'.'.,.'.'.*..... ____ ____ - _- __- __7:::_:_:-'..::..::...... f . '..............:.:.:':.:. TEST PITS ( 1-17) BY CHARLES H. MAINE ON 5130106 jug -6'w TOPSOIL .. ___ ......................... .................. .....=..............................:......,.....- I ....................... .............. ............=.....I........... ��_'�� ........'....'-I PERC JEST INFORMA71ON .1.1.'.1.'.1.'­­­'­*** \ / _1\ ___1 "Ill"::Z-*.-,.,.:.:.:-:-:.:-:-:.:-:.:-:...........� .. 1071�ESSED BY VINCENT RAPACCIOUL0, NYSDOH . ....::�:�:�:�:�:�:j:'.':-:�:�:.:j:- I'l- ____ __ __� ______ % \ __� "*,.*,.,*...............y... -:-:-:-:-:..-:-: ----X' 6-19" LOAMY MEDIUM FINIE SAND .. :..:;.-.,..,.*---. .. 1 41 11-1 _____ PT #1 - I MIN. 07 SEC. PT 14 - 0 MIN. 42 SEC. PT jf7 - I MIN. 0 1 SEC. 19-77" MEDIUM RNE SAND .. .'_.-_.-.-.--.-._--.-�.-.-_ .. 1 4 ' ________� ................... ", :.,.,.,.,.,.*.*.,.,.,.'.,.*.'.*.,...........,.,.*,- ___1 I TIP - � TP .................... .........................- I'l ' �� 7 .:.7.1. .. '.'.'.7.*.'.*..' '* ..' ----- --, . .....I......... .....:_.1.1.................. ..............*".*.'.*.*.'.'.*.*.'.'.*.*.*-.%,.- 0#\20 -1-1 ____� �" '�_' ................ ...... . ... \ PT '5 ...1. ,#" - 1 MIN. 0, SEC. .......1. ..­ "'............. - .1.1.1.1.1.1.1.1.1.1.1.1.1.*.'.,.,.,.*.,.***-***- 0 .... . ....... PT12 - 1 MIN. 17 SEC. PT jI - 0 MIN. 50 SEC. � =1...........I.......- 1# . ___1 ---- .. .. .......................I MOTTLING AT 49 INCHES ................. - - _ � ......'........................... .. r -__ ................................ '__�_ '*�� .......................\................................ *11.1.*.'.'.,.*.,.*.,.,.*.*.,.*.,.*.*.*.,:.,.*.,.,".":.I... LOT . IFf AV - 1 AM Of SEC* WATER AT 77 INCHES .1":.*.*.*.*:.,.,:.,.,.,:.,.,.,: Wj13 �_' ........ ......... , x ___\ PT k4J - 0 MIN. 40 SEC. ............. "I 7 DW#1 / '�� .......... ............. ­N*,"%, ki PT #V - 0 MIN. 50 SEC. 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'.........................._.' 1_____' . :-:.:-:-:-:-:r-:-:_:_:-:-:.:- ,...-:.-.-.-.-.-.-.-.-.,.-.,.,.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.%.-.-.-.-.-.-.-,-.-.-.-.-.-.,.-.-. 11.1.1.1.*.*.,.*.,.,.,.,.*."*.",.,.*,*.*.*.*.*.,.,.'.*.*.,.*.*.'.*.*.,: BE CONSTRUCTED AS MODIFIED SOIL SEPTIC SYSTEMS AS DETAILED ON SHEET S-7. ............................:11� 'I-- 7.*.,. IELEVATION = 319.85 � -7-7-:_:-:_:-:-:-:_'_A.' :: ............ ...............I..................... ... __ *1­1111111­1­1 A I I......I..................... ***"....... I......................"......-.-.....-.-.-.......................-.-.,.....-.-.V.......-......................... .. -...-.-:�-.-.-...-:-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. ... ... ................ - ". . .............'"­ ...............:..�..::..,:....:....................:.......:..:.-.-.-:.-.-.-:.-.-:.,.V.,.,.,:.,.,...,.",..::.,... ... . �. �- -'"%%gL.*,*.-,,.*.,.,.,.,.,.,.,.,.*.*.,.,.,.,. ) 4 v.y....... ___ .-.-_.-.'-_.-.'-.'-.'-.*f..'- ll.I.I.I.I.I.I.I.I."1.1.1.%,.,.,.,.,.*.� ­**­­'* .. ...'. 11.7.1; . . .. .. ..... ............................... & Ill & -,"%iL!*.'."*.*-*.*.*.*.'.*." '*",**"*"I I ........ - 7.1=.'.1. ............... .......................... " .:4��$-'*.*"",'-'::::::::::..... .�.�." ,".'.".'.*.'.*.*.'.'.,.,:.,.,.,.,.,.,.,.,.*.'.','.'.'.=.'.'.'.*.'.*.*.'.'.'.*.'.'.*.'.'.'.'.*.,.,.,.,.V.,.,.,.,.*.,.*.,.,.,.,.,.,.*.*.,.*.,.,.,.,.*.., ENGINEER SHALL PERFORM PERCOLATION TEST IN THE MODIFIED I.......... ..............1. I I------ --------I.7.,.V., *11 _.� '. ............................. - ­­ '' -"Rt"y.*.,.**.,.,.* .,.".,.,.,.,.*.*.*.*.,.,.I I '­ 7.7.7.'.7.'.* '.*I'.'.*.'.'.'.'.'.'.'.'.,.,..... 2 :........... , t-.-'.':]:`-w%": .. . . .1 ...--.-.-.---.-.-.-..---...,-..,..........-...-.-...........= .................... Rma�� w . ...... ......... � .... .... ............. =.*.'.*.'.'.*.'.'..,.,.,.V.,.,:.,.,.,.*.,.*.*.*.,.,.,.....,..*.,..,. SOIL ON THESE LOTS PRIOR TO CONSTRUCTION OF THE LEACH FIELD. w - __ ............................................ / IIIII� � � '*. :::.'.:::.:-:-* ..........*.'.*-'-'-'.*.'.'-'-'-:-:-:-:-:-: .........­............... .� .... .. . .'.'.7.1.1.7.7.*.7. .. - ..... 111­1 ... .............I....... ! I .....I........................=............. .............. ...........-.-.�.%......,.-..........-.....,.,.*..I ---------- - ................. ............=......... I........... . 1.1.1.1.1.*.*.*.*.,.*.*.,.,.*.,.,.,.,.*.,. I I .... .............. .............................. ....... ......................... .. 1111*1 \ ___\ ..... 1*11111*"*********1-7.'.*.'**,*.*"* - -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.,.-.-.-.-.-.-.-.-.-.-.-.-=-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-,-.-........,..........-.....................-.............-.-..-- ..... .......................I..........�...... .... ­*'w.1.'.*A1.�A 0 gz -- -� I . rszs tc. ........................................==='.'.'.*.'.*:.��.,��,��..�..�.................................... ......... I I:.:-:.::::..:.:-:.:.:-:. ...............................= .7.1... ....... I.................................. .:,:.z7%w-,.-�,.:.�:::::i:�:�:'-.*.:�:-'-,:�:�:..............*.'.'.'.*.'.'.'.'.'.'.*;.'�,.,.",.*.'.*.*.'.*.'.*.*.,.,.*.'.'.'.'.*.*.*.*.*.'.*.'.*.*.,.,.,.,.*.*.,.*.*.*.,.,.*.,.*.*.,.-.-.*.-.*..............".................-.-.- .7.'.7.... ..... ............................... ......:.-.-.-:.-.-.-.-.-.-.-:-�..!....... ", ... --, ....................................................... . ........................... ...................................................... . ........................;............ .. .' . .' ..' ,,, -*-'.-.'.*.'.*.'.*.'.'.. \ � I .,.*.*.*.*.,.,.*.,.,.,.*.,.,.*.,.*.*.,.,.,.*.,.,.*.,.,.*.*.. � %-..................... ............................................................. ;%,. ...:... .............. ...... ......V..... = ....... .............. :- -:*:-:*:*-*-*-*-*-'.'-`*-'-'-'-*-*-*-'-*-` ............... ................................................................I., .... ... ........ 17-1.1.................................................................... ... ................................................... w;.4........ ;k ;g M, 7117.­* .k*........'......I.." *...***' ' .../ * - - 11*11, * "I", **�l";"""",*,"*""*,*"-*,.- ..... LOT .*.*... .................. . � � .::::::. ..................................I................ ... ''I ..�'.% ,*.'.'.-.*.*.'.*.'.*.*.*.*.*.'.'.*.='.'.'.'.*.'.*.'.*.*.*.*."..*.*.'.'.*.'.*.*.'.'.'=.*.,.,.,.*.,.-.-.-.-.-.-.-.-.-.-.-.-.-.- rA .1.1.*.%".'.1. I..... __ .... ..... . * , . .......... .............................. �_ ...................................................................... I......­ ............................................................. ­-.....7..%,....'..­,­ SEPTIC SYSTEMS ON LOTS #17, #18 SHALL BE CONSTRUCTED AS SHALLOW ­*1*1 I ":".--. . P 11 :��i��--.1.7.1.1.1. . . - / / ... .................................................I.......... .. ... 1!... .... .'.'.'.'.'.'.'.=,.*.,.*.,.,.*.*.*.*.*.*.*.*.*�,.*.,..,.,.,.,.,. ................... ..*--,..-..*."..*.*..",.'I..*,...*�........-........ _____ 1* � ............................................................. :1 ,*.*.*.*.,.*.*.,.*.*.,.*.,.*.,e.,.,.,.*.*.,.*.,.*.,.,.,.*.*.'.*.,.,.*.*.,.,.*.*.*.'.'.*.'.'.*.'.'.'.*.*.'.'.'.*.*.*.*.*.'.'.'.'.'.*.'.*.'.'.'.'.-,'.-.'.'. .*.*.'==*..'.'.*.,.,.,.*.,.*..,..,.*.,.*.*.*.,.*.*.,.*.,.*.,.*.*.'.-.,.-., ................11......... '.'.'.'.'.'., ................'........................................... �I " -' '***...** I 11 04 1 ............=,.*.,.*.*.,.*.,.,.*.*.*.*..*.,.*.,.*.*.*.*.,.,.*. "*.'.*.'.'.*.*.'.'.*."'.*.'.*.*.*.'.*.*.,.,.,.*.*.,.*.,.*.*.,.,.,.,.,.,.,.*.=1.1.1.1.1.1.1.1.1.1. 7._.*.1.1.7.-.*.7.1'*.= ............I.......................I............. .. .............................................11.............. I **:,:"" '�:i:i:."'K: *-'-'-*-'-'-'-'-'- ...................I.......... . - - ".....*...*"**"*...****'*'*...**........"*'*"**'��.���--i-�:..",.,�*-�-;,.;:".*:-*�,7�.-.-."'!:!.i,I :�:�'*` � .. ....... ,......... ... " ­"' ,�������*'.*.*.*.*.*.*.'.'.*,*.*.'.',*.*.,.*.*.,.,.,.*.,.*.,.*.,.,.*.,.*.,.,.,.*.*.,.,.*.,.,.,.-,.,.,.,.-.,.*.,.*.*.*.*.,.,.,.,.* ..........I....................................�...... 111.1.1.1.7,%V: TRENCH SEPTIC SYSTEMS AS DETAILED ON SHEET S-7. .................�.�.: 7 ­___ 13 1 -�ji��j��i. ,a"­*­-:*:.*:.- .- ..,:i:,.:.,:�:�:�:�:.,.*.*.*.,.*.*.,.*:.*.*.*.*.,.,.I.I.I.I.I.I.1.1.*.,.I.................... .*.*.'.*.'.*.*.*='.'.'.*.'.*.'.*.'.=.*.'.*.'.*.*.*.'.*.*.*.,.*.,.,.,.,.,.,.*.,.*.*.,.-.-, ...'I................'-'- V ....... . .........4..... ­*11111­11­111 ... ..". ­ . ...................7.7.717. ....*.*.'.*.*.'.*.*.'.*.*.'.*.'.'.*.'.'.*.'.'.'.'.'.*.*.*.,.,.,.*.,.*."***...­*............ .................. 111*1*11111111111­1­1*1"I ... - ­ ­.....***,, - ............................. ..... . ......I.............................I....................... ................� I ....... ............... ' .7.7.7.7.1. I......................................................... .11.1.1.1.1.1.�;�"*.*.,.,.,.*.*.I .......W.,........�.... ... ...........................__ IG . ...........IIS....�:::�::i:i:�:�:�:*:�:�*.*:�:�:���"* ............... ................ .......... . ..'..................... .................................................... . '_,"'........ N. ":.,:�:�:':�.:-:-,::::.:-:.:-,-- 15 ............ ... ...... . """"""'-""""""'.'.'."'-'-'-'-'-'-'-'-A-- ___�_% ...X.::::::`:�:�-':P::�:i:.-i-'. :�_���__ � .j�j�. -'�:: .K.J. . .. .................................. rA . ............................................... .. ......... .. .. .V.'.*.'.'.':.'.1.'. \11 - ( ".......... . . .............59, ; ­�.'-`-'-'-'-'-.-:-*1 :.1.' ....... .'.'.'..Y-.*.'.*.,.,.,.,.,.,.,.,.*.*.,.*.",*.....*........­­­­ -. .............................-.........-.1 ...1.1.1.1. ".'.'.*.'.'."'.'.*.......................*.,.,.,.*.,.*.,,*.,.,.*.,.*.,.*.,.,.*.-.,.,.......,.I .....I.........­ "*Q'1.'��-.i`.'....:. '.'.'.".'.'.**...... .:.'.':::::-/­.-.... :.-'-:-*:.'..':�:`.':.':�:.- .'-*.'%%.,-,.,.,.*.,.,.,.,-i%,-,.,."",.,.*.=,.*.,. *...7'.."".........", 7.1...... -�.,.,.,.,.*.,.*.*.*.,.,.-.=.*.=,.*.-.,.-.-.-.-.,.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..*.,.,.,.'I =7.1.*.7.*.*.= . .....:�­.IIIIIIIIII�...........=.."' .".'..... . .. ::, ___ I _­� . ...........'I V -0 ' ­1­­** ........... .... �. ............................. ......... ....I......................................-*---=,.,.,.,.,.I., .. a .=1.1.1.1.7.1 . ......... �1.7.1 X-'-*...': ....... ..... 7.,=.,.,.,.7.,.7...7.1111 .*.,.,.*.,.*.,.,.,.,.,=,.,.,.,.,.I.I ... **,*,:,*. ...I........ .......................* ........-:....­--'-.-.:.:. - .:.X-.-._._�-'-' SITE NOTES i. ........... ' ..... 7. . . . ................ �. PT �'� .1.1.7.1.7.117. -'-'-'-"AT3-'-'-"' =".......... ......�.................................. . /__ .� - .. �Z-.---'.*-'-*-'-- - ................ - - :::::::::::::::::::::::..:::::::::�:::�:::..:�:�:. , a I , �_ 0 '.'.'.-.'.'.'.";.'.'; __� . .*.'.'.*.'.*.'."'.'.._....................... __ -.11I- . .............'.I.I.I.*.. / =.-".*.*., ...11*111*11 . .. * 11 . .*.,.,.,.,.*.,.,.,.*.*.,.,.,.*.,.*.,.*.*.,.,.,.*.,.,.*.I 111*11"=.....I ' ---------------- .....� A a - - ......I..... ...:-:-:::-:-?J1N ::::::::*=­ .. ....... * * *.*. ,.......................................................-.._.'._._.-.-.-.-.%%-.- %-qI ....................... I ..' ..... ......... ;­_...x.. ... ' ....... 21 - 7 -'--- '-'��* i.............. �,�.-.-':�:.*:*.".,.�*.-.�.':�:.:�:".�:�:�:�:���.'.*.��i..'*-'���.'ii�i� 7.. ... .7.7.7.1.1 . .�" *� '*���-�... -.-.-.-.-.-.-..;=.,.,.*.*.'.'.'.*,'.*.'.'.'.*.*.'.'.*.*.*.*.*.'.*.*.*�*.'.*.'.'.'.'.'.'.*.'. ,..... I... ____ � -."-..'.*� .� --::��::::��-, z 1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE ........... � _'/ \_ � . "..' .11. ......................................... _...".W.I.I. z V I ...... 111*1111*1111*111, I .... �� ...................*.." ......... ..................�...................*.*.'.*.'.'.'.*.'.*.'.*.*.*.*.%*.,.*.,.*.*.,.*,*.,.,.*.*.*.,.,.,.*. =7: 10 . - .*.7.=1.'.*. ___� ........�..... . ..... .................................- ................. ...... V.... *,.*.*.*. 1.7. ....................*.*.'.'=.*.*.'.*.*.,.,.,.*.,.*.,.*.,.,.,.,.,.,.,.,.,.,.*.... 111.7.1.1.1 Pq .­'.....­ ....*.1.*1 * ­�' -'- '�.*i�i��... ..........�.-.-.-.-.-.,.,.,.,.-.*.*.......................................................... ......'... .... . --:i�.�`--*�-���_-*--*::::�*.-'�. .� cri I I ... -'-"*.1.*.7.7.1.1 .... ::::­*"*"*%'*'***".. Pq CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONSIBIUYT / ....... � ...*"**`***"%'*' 0 =....=................ ........ 111,11' 1*1 " .. ........ ..... ... ..*. I.....I.....................% ....... j ..=.."..... LO -7.1.1.1.7.1.1.1 X... .'.."­....** ­........­*......................­ I.I.".,.*.*.,.,.*.,.*.,.,.,.,.,.*.,.,.,.*.,.,.,.,.I.... ...I ................. ....... ..) . .... ........�;..... ORDINATE THE FIELD LOCATION OF ,*.*.......... ............. ( 1-11, ................................................................... . ..... ... .......... ........ .... .'.'.'.'.*.*,'.,.,.,.,.,.*.,.*.,=..............-.*................... ........... .tl....................... ;.1.7.1.1.1.7.7.1.7. .. ..............................................*. .. '", .1.7........ / 11 / U.:*.!.§"*.,.,.*".*.,.,.,.,.*.,.,.,.**,, .'.*..... ;:) . 3 .... .11111.1.1.111.*.,.,.*.*.*.,.,.,.,.,.,.,.,.,.,.*.,.* = .'.'.'.'.'.=,.*. � - 0 77:::::::::::::::::::::: . . ALL U11UTIES WITH THE UTILITY OWNERS. � 1.7.7.1.1.1.1.1.111.1 / \ - ---71:�:�:..":":.,:.,:�:.,:.,:::� "I . . ":.1.'.7."::.*"""'1" I.- ..................'.1 .1.1.1.1.1.1.1.1.1.1.I.I.I.I.I.I.I.I. :�11 Pq V I IZZ 'I-, ... ........................I...........................*.,.n,.v 1.1.111111* .7..1.1.T.1W%'­.-i.. .............................................................. ..-..m.-..-.-.'.- 11 ...... ................................ . D,W I L�,. �*. \_ / ..'.'.'.w.T ........ .......... .. ,;.;Af.I.I.I.I.I.I...........................,........................=.......... .1.1.1.1 .... A tj A ... - """"`.'.`.'.­"­'­ .. .1.1.7 I.,... ... ............ ... ... . TP -, "; ......... . *I*.*.,.,.,.; 1.7.1.1.7.7.w�:.'...I*. Cm cm ____1- A .'. ___1 / 0 \ '* .* V11,111 ­��" ­­­. 0*.....­­....... T_ I 1.1.1.1.'.1.1.1.7.1' .Q.V '��**���:' ­­ *... . 1___1 .14 I.... ..1 ... \ I ___'1 i�..�..'-.'::�:'��,�i���.'�..'.'.-" .3 '.-�.*��*�­-. :*::!�-*j'�i�!!�!':-.-.'.-� C-­­**`*"""`*' - 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT . .71717.1.7.7 "I" ­ / / \ ........q. .'��.* ."'.1%," .......... ........................: -4 � I .*.1****'1".'***'1""'**"* * ___� .....=.. �__ _­ I'll I � /00, ....I .. i...�i­.-... - I... ..... ..I .1.1.1.1.1.1.1 0 IIII 0 F) ' -- it ............ .1-1.*.1-1.7.7.7. I :�::: ........ .. W4 ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING .. ....................... I i ' ' ...,..........,......-..-..�.......-..-.--...- ::::.:-::'-.-.-.-.-.- wo " ...:.*.:.:.7.'.:.*.:.' \ LOT ........... _e ::::::::::.*-,.* '�'�.. ......I... ;$;,. / I 10-m'ft" scpb,L, -"� '�t-ra " --------- .. ...1. ..... *,*.*.*.*.'.' I .....Z. .. I 1 3...7'- . " *"**"*, *I**----- 0 ..m....m.....�-.-...--....--..-.--... -, . ...... .. .... ......... � ......... ............... ............ ............ ............ .. '��:" __ ................�.... ...... .7.1.7.*."'.1._.'.'."'.. I..... I H.......... 2 - A _1k_ ............�.. ... ...............".7. > ...� / 14 ��i���i�� /I ) # 3) / - VL . """""" AND CONSTRUCTION. :::::::::::::::::::::: . .*.*.*.,.*.= _____ \ . .. . / LOT /0-5 <,Ck- I ...................... .......­ X.1.7.1.1.1.1.7.1.1 � I � 1 / '­1 - *,.=..*.*.*.,.,.*.-.*.,.*.,.,.,.,.,.,.,.,.-., ,.'.",=.,.*.,.,.,.,.'.*.,.,.,.*.*.,.,.*.*.*.*. I- "I"*"=.,.",.,.,".,.,.",.*.,.*.*.,*... "I'll, .. ic'.....'.............. ....... .,....*. C4 .... - I .........%1.1.1 160 . 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS W'.........I _'__"� I I��"'.'.'��:i"�:�:i:�:J' C)_\P 6'& ...................... .*.,.,.,.,::.,.*.,.",.,.,.,.,.,:.*:.,.,.,.*.,:.*:.,.,::.,. I......,,..... 17 I.I.I.I.1.1:=.*.,.,.*.,.,.,.,=."*.I............... .........11........................ � ------------­---------�...�............-�-=,.,.,.,.,.*.,.,.,.,.*".,.,."*."*.,.,.,.*=.,.,.*. X.....'...'........: I '.'.'.'.'.*.*.*.'.'.'."f - .............. .. MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. � ----,/ � I ( / ..,:.,.,.*.,.'.*.'.*.*.'.*.*.,::::.,.,.I...... =I.I.I.I.I..'.'... ,.,=.*.-,*........................ -..-.-.-..;.....-.-..-.-..-.-.-.,.-.-.-.-I ..--.,.-.-..-.,�-.-.-.-.-.-.-.-.-.-.-.,.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. - *11.1.*.*.*.*.*.,.,.,.,.,:.",.*.,.,.,.,.,.,.*.,.,.,.I.........................*.,.,.*.*.*.,.*.*.*.*.*.,.,.,.,.,.,.,.,.,.,.I.I.I.I.l*** '­ ... :;.'X.1.'.*.1.*.*. .... =........................= "'� . "'.*--.'."'.'.*.*.*.' W/ I / .. * % ............................................. ......*.,.,.,.,.,.,.,.,.,.,.*.*.'.'.'..:.,.,.,.*.*.'.'.'.*.*.*.'.*.'.'.'.. ..................... ............... 7.'.'.1.':.'.1.'.1.'.1 *'*'**"*"",*""""","**,**,*,'*,I ....................................f'-.­%.-'-'........._........�.................................................. '.7.'.'.*.'.%7.7 . .......................I..............=::........-...........-.....................-,-.-.-.-.-.,.-.-.-.-.-.-.-.-.-.-..................,..............."....................................................:�%�.7.'.*.'.*.'.*.'.*.,.*.,.*.*.,.,. 1.7.1.1.1 aw I """"', I I / ....... . .1.7.7.7.1.%'. .. 2 .1.7.1:.7.1.1.1.1 -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.Tf.�.-.-.-.-.-.-.-.-.-.-.-.-.-..,........-.....-...-.........*.*."i.".,....................................... ................ 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES ........... 00 1, II ,****""*, / I ( I 11.1.1.*.,.,.,.*.",.,.,.*.,.*.,.,.*.*."*.,.*.*.'.'.=.,..-.-.-.-.-.-.-.-.-.-.-.-.-.%,_-.-.-.-.-.-.-.-..-.-.-............-.----.-..,.-..%................ -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.-.-*-.-.-.-' (O I ...... ........... C.- , �' .... . . .......... ...­._.. -III -, ­ ---__ .*.'.1:.1.%*.7.*. / ) p Al b .%;44�.'*.1.1..1..*.**­­­­­­ '*....­­­­­.... *11,11.1.1.1.1.1.1.1.1.1.1.=,.,=,.,.*.*.==,.*.,.,.;:Z:= 00 ... -*-*-'-*---*-'-*-*-'-'-�- -".....:-I.....I.......... ..........I................................... ........... ....:.......I................... ............ ............%.,......... ................ - I ". ...... ..'.'.*.'.'.*.,.,.'.*.,.---�K.......-.-I .'.,.,.*.,.,.*.,.*.,.*.,=*.,.,.*.*.,.*.,.,.,=,.,.,.*.*.*.*.*.*."". ................:........ ........... .......................................�... ..... ...V 1-1 1: OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. .......�... LO� ............ ( �.................................%7.147.1........*11*111.',.*.*.,.,.,.,.,."*.,.,.,.,.*.,.*.,.,.*.,.,.,=..*. z �� 1.0 - ,.*.,.,.,.,.*.,.,.,.*.*.*.,.""*""***'I......=............ I ........... _____� .........................................................." " ,11*111*­*­ * .-:-:-:.:.:.:.:.:.:-:_:" _. I ........... - / / j I 0 01)'o% w'),IIIIz. .*.*.'.'.'.*.'.*.'.'.'.'.*.*.*.*.*.*.*.*.'.'.*.'.*:.,.,.*.'.*.',*.:-.-.-.-.-.-.-.-.-.-.-.-.. . . ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY .1.7.7.1.1.1.1.1.1.1 ..'�..,......'.'.'.'.*.'.".*.'.'.*=........ .....1.7.1.1.7.1.1.7....*....... "­,:.%,.7 ...**,:.,.,.,.*.*.,.*.,.,.*==.'.'.*.,.,.,.",**........... .............�....... '. ­­­111111111 ...I ..._-_.-.- .. 2 ASSEMBL ...... I / .............1.1:.*.1.'.1.""1.1..... .i;.'.. ..... 0 1:011 I .................... .. I BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION 7.1.%1.1.1.1.1.1.1.1 ........ / In I / *� I ;11 *",.*.*.*.*.*".*.,.,:.,.,.,".,.,.",.,.,.I.I.I *­­ .. ... PNI ,.7.7.7.,.7.,. 6 �w w ..... .... .*.*.,.,.,:.,.,.*.*.'.*.,.,...-,-:.,.-.-z,, ................�............................. (1) .7.1.1.1.1.1.1.1.*.': I .::::::::::. P //Do �"-'*".'**s��,��,^7.,.*.:�:�:-:�:�:�.,i�.,."�����.-'�",**."",*****,*.**,'*'*'.,.,.,.,.,.".,.,:.,.*.,.,.,".,.,.,.,.*.*.,.*.,.,.,.,.*.*.,.,.,.,.I BEFORE PROCEEDING NTH THE WORK. :'���..:" P, I .'.'.'.*.'.':.*.1'1.1.'.1 .-,Nj.*-,-.,.*.,.*.*".",.,.,.=,.,.-.==-.-.-.-.-.-.-,-.-.-,,.-............... � .............*:�-' En 06 - ------ ..-.-.;..-�...' ":-7-'-'-'.7---*i__,,*.== -:�......."_ 7111, .1.1.1.11 :. ...:�:�:�:�:�:�:�:j:�:�:�.*.':�:�..: ...................I....== .................. ........... ... ...............;-.rol&.......-.'.'.'.'.'.'.'.'.'.':........".,......."'.'.'.'.'.'.'.= ...'.*. ;;,-.. TP w ............ / � I I 1 2 / Q �j)-t , .....l."'".... ..*...* *............. i ..... =............................... PC 0 ,�-r#41-I..........................,.,.*.,.*.,.,.I ............Na- ............- .7`7.7-7 "`­:­­­:�:* .... "I .2,_."..'...".... ... ") 11..I I I I��I�III ... (y) ....... ".,.*.*.,..-.,..,.,..",.,.,-*-*-,..-:�:j:�:j:�:.: .............. ........ III ... .*.'.7J'w7.*.'.7.7...........%1.7.7. . ............ *.,.*.*.,.*.* :..�:�:*:j:�:�:'.:j::` - I L OT- ---,::--,-i��ii�ii���..�l.-�,*,*" -.*.,.*.......................�' ** * .'.'.'�. . __ I Q5 __� �_ � , / # � Z5 __17 =*.'.=*.'.*.*.'.*.'.'.,.,.,.,.*.*.,.*."*.,.*.*. wj .j'.*.��� ..=**",***,""*,*,..-....--.......�..'.*.*-.'..*-*.� .....I � t.*.*.*.'.*.*.*.'.'.'.' ( z ............*.*.'.*.'.*.,.*.,.,.-.,..............==... 14 w7.1.7.7.7.7.1 0 .............................. .. E 15 L 1 18 .............:............=................................................*.*.,.,.,.*.I (I) .,.*.*.*.,.*. , 16 \ 1.7.7.7.7.7. / , � � � �,, &;4�z�.-.-.-.-.-.-.-.=.*.,.*.'.,.*.,.,.*.,.*.,.,.,.*.,.*.*.,.*.,.,.*.*.*".*.,: .1.7.1.*.*.��-.*��-�17' � � - <"' _'_ /11 I .............I........................... .,.*.*.*.'.*. // '.*.'.'.'.'.'.'.'.'.'.'. / .t C __ / I . .................................. Q 0 ...=. - � ' � ....==.....".......................... .j:................... ..... .... I .7........................... *- I ­­ .%�.%7.7.... . ...............: 0 . I WATER MAIN NOTES U E .1.1.11, '___'� . � � / ..........: - __ I. .*.*.,.*.,.,.,.*.,."-:.:.:.:.:-.-... ... LOT (�# 5 '*-'�i':. ":�. I--- i .....: Cr ....... ... ':--:��.--**`�:.`�� .1.1.1.1.1.1.*.. � - �w .. . :..��. -I--- Ik --- ,---. ALL WATER MAIN INSTAL ,-- ......... . , ____ 1� 2 LAT10N TO BE IN CONFORMANCE NTH AWWA .......... .*.'.'.'... - "Il'l / .�:�:�:�:�:�:�:::::::: � \ ......... ............__ 1 __�" �_ 7.*.1.7.1.7.1..11­....... I . � _.__ ............***........... / � 18 -- ----,) 4-4 C-600 AND WITH THE DESIGN & CONSTRUCTION STANDARDS OF THE -------- ......=................. I .. / � / N', I/ V1 z : .....I..... =.....................,........- 00 iv.1.1.117-7- � ___1' Cn TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE .................................,................ . I ___� ..1=..... ........... t. .. . ...... .............. I ::::i:=�:i:�:.-'-*.��:j:�. - "'*"'*"*"'*"* . ...........V................ 7.- --- 'wo I" WATER DEPARTMENT PRIOR TO COMMENCING ANY .....", ?'R // ..-.-.'.--:F-.-.-.--.- � * I �_ � q � 0 .1 ....:.:.:.:.:.:Z.:.:.:.:.:.:.:.:.:.:.:.,.:.:.:.:.:.:.:........ I 11 7' 7. / / 0 1� . -.Z.*-'.'.*. . ......%....I.................... .................. - _____ -I .......................... kr .'.,IIIIIIIIIIIIIIIIIIIIIIIIII� CONSTRUCTION OF WATER UTILITIES. .*.*.,.,.,.,.*.*.*."*.,.,.*.,.*.,.,.*.*.*.,.,.,.*.*.,.*... ;=.7.7.". / .IIIIIIIIIII� 0 04 .....................I... .117.*.1.7.1.1.1. - \ - ........:....':.....7................. � L,OT '' LANDS N/F OF 11� I / �'_� ", ��'�' ........................ ..... w OT .711.1.1.1.1.1.1.1.1 0 ,_ ............... .... /' ____�' _\_V��__ ___ WATER MAIN TO BE INSPECTED BY WATER DEPARTMENT PRIOR - .......�.....-....�..................!.. =*.*.,.,.,.,.,.' �' .-AIIIIIIIIIIIIIIIIIIIIIIIII�<o _'____ _____ 0 __4 . 2 5T 16 .*.*.7.*.1.1.*.'.'.1. / * / " __.. E .......­ .......... '_____ �_' ................. ) ­_ TO BACKFILLING. Y I ­�'_ OOD MED 1.*.I. .. GILMAN / I--,' / = 4 \ ____ ............' I$ ", 1, I - *.*.1.7.'.7*..'. / 0 , I , .......'.*..*".*.* ...I .... - THE WATER SUPPLY AND DISTRIBUTION SYSTEM SHALL MAINTAIN ____ .---, --_ H L)5f_ .... ...... .... // "�� / � A MINIMUM PRESSURE OF 20 PSI AT THE FIRST FLOOR LEVEL OF *41 ­ ____' .1.1.7_1.7.1: .7.7.1... 0 pq C:d _­ 7.7.1.1.1.1.7.7 .7.7.7.1.7.1. '30155 .. / ......... .*.,.*... # 19 PT ( ALL HOUSES WITHIN THE SUBDIVISION. '___ "I** :.*r"-:_:-:_:-:-:':- I................... ....... .'... _�- / 1 1-4 __�.. ...I.... /� / ...'.'.*.7.*.'.1.' -w,qb, ........:....................... .. I // z :17.1.1.1.7.1.7... I 111.111.7.1.1.1.11 -q%;I:._I ... ...'.'.'.*.'.'.*.'.'. 1, 111-11 11­111­111*11 . 1, z ____\_1 *.I.I.I.I.I.I.*.I.*.*.I.*.*.I.*.I.I.1*1 1.1.7.1.7.*.7.1.1. / _�") ..... ... ................... 1,\ I .,.*.,.,.*.,.*.*.,.*.,.*.*.,.,.,.*.*.,.*.*.",.,.,.,.I... . -0 E...4 ...-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.'.'.'.'.'.­­­ A ___/'7*.'.*"1'.'­.. ...*.*.,.=.*.,.",.,.,.,.*.,.*.,.,.,.*.*.I... Q / ASO rn ................:.:-:_:-:-:_:-:.:1:-:-:-:-.-... I 7.7.7.7.7 ./ *'*.*.'.'.'.'.'.,.*.*11.1.1.1.1.1.1.1.*.,.*.*.,.*.,.*.,.,.*.. Cd BENCHMAI,4<: HYDRANT NUT 0 _V ** ....... 1.7.1.1.1.1.7.1* *'.".*.*.*.'.*.,.,.*.,.*.,.*.*.=.. FA .'�._.�._.............. �...�w . .......... PIPE LEAKAGE TES11NG & DISINFEC11NG: 00 ---- . I 11 ----I'- , 1. 1.7.7.7.7:7. -"%%i�--'-*-:-:.::::::�::.:::::::::::::::::::::::::::::::::�::::::.:.:....... , �D I.,. *��n '­ ' � / * . . !�.. 1.7.1.%V. :-:-:�:,.:.:.:�:�:j:�:j:j:�:�:�:-"��:�:-::::::.:.:..... .. ....... _14I . . AT POINT14G ARROW ' . .*.*..: . .. \ I ­'-, N � C04 ......... -"""%%i;�,*:.:-*:::::::::::::::::::::::::.::::::,�..:.,- ... * * . . .::::::::::::::::::::::::.::::::,.:, .::::::::::::::::::::::::.::::::�.:,.:.::::::.:. - '. _� ........ I :.:-*.::*:�:j:�:�:.:::::.:::::�.::::::�j ... ' - WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH AWWA C600 .............I........... .*.,.*.*.*.*.'.*.*.,. : .7... I " i ....:.:.:..........�'.'..........'.'..... .7.1.'­ -'-%��.,.-.,.,.*;.w.,.*.''.*.*.,.*.,.*.*.,.*.,.*.-.,.,.,... ' i ;D I'll, ..... ­'1­1..�'****11111 *­...'­ -.1........................ � " I .. . IELEVATIOL = 324.40 "I .............................. ............. �. ................................ I ;1 0 .... _� ........................................................... � I 11 -SECTION 4. AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD ___j - .*.'.*.*.'.'.*,..=*.*.,.,.*.*.,.,.,.,.*.,.*.I... ,.*.,.,.*.*".*" /I ___ ............................... ........................... ...... ............................... � ...... ..� .. . ......I.......;�. ....... ...... 0.4 93 . .. ..",.,.*,",.,.*.*.*.1.1.1.*.,.*"..,.,.,.,.,.,:.*.,..,....... . -_ .............................................................. i OF 2 HOURS. LEAKAGE SHALL NOT EXCEED THE UMITS SET BY AWWA C600. .. ... ____ ..............I................ � � .'.*.'.'.*.*.'��'.'.'.'.'.'.*.'.'.*.'.,.*.,.,.,.,.,* ..........I...I................ � CONECT 70 EXISMG Ir DIP WATER \1 .................................. I / .............................. � i 0 k \ /I ____ ...... 1.1111.1.1.1.1.*.,.,.,.*.,.,.*.,.,.I... I-" ; ' .. .. .. . .. .. .. .. -_ ...:.:':::::1.7.%1.' ........w._._._.._._._ .1.1...I., 0) WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE .'.'..'.'....*...=.. � * 04 ............ ............ I ,I ..... ..... ..... ..... .. ...:............... MAIN WITH Ir X 8r TAPPING SLEVE 320 _� ....I 11*1 I—— "-' .....................= _� , Cn ...... ............ ...... N NTH NEW YORK STATE DOH STANDARDS AND AWWA C651-92 PRIOR ............... ........... ... ..: ... ..: ... ..:..­'.7.*.'.'.1.*".1.1.*.1.1... .- ...:............'e.........w......:Z...... I & VALVE COORDINATE WORK W/ ......................:.......7.7.-.. ----. . 0 I TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION / ,,,-- '11\ - " **....................................................... --- .'__-� '/ \ TOO WAIR DEPT. � ........................................................... : 1.4 1 _' .................................................=.. I . CONTAINTED IN AWWA-C-651 MUST NOT BE USED. . "--" I,- '30`�_ ...................................................,........ ! r4 : .............................. I .............................. r_- '3\0 / .............................................................. I �' A: .........�.........................,.......................... ; ENGINEER TO WITNESS PRESSURE TESTING. * ..........-......,........................................... .............................. . ......................................,......�............... I A I .............................................................. , I ROAD CROSSIN40 70 BE NEW W DIP 7P ...........................................,.................. \ . COORDINAIM VATH TOWN WATER MAIN ) ............................................................. �' ............I................. . OF QUEEIIIISBIURY DPW. I # \ ............................................................. �___' ............................... I,/ .............................................................. "I I -, � ............................... I - LEGEND ............................................................. \ I- / ............................................................ I I LANDSN/FOF ...................... .:.................... ..........I .. \ * ..............i���i�����.*����������i��i:]:�.. \' Ddw AM'A 2W7 . CLASS 52 CLDIP MEE77NG AWWA ......I....... .".1.1.1'.. 1� _-) ..........1:11 ...*.*......... I TP \ �' BOWMAN .1.1.1.111.1.1.1.1..*:::::.,.,.,.,.,.,..,.,.,.,.,.,...... Q5 SOIL 7EST PIT LOCA 77ON 1;* NEW RRE HYDRAW/ VALVE ASSEM& SpEC. C150 & C151. pUSH-ON "I \ ..",.*.'.*.*.*.,.,.,.,.,.,.....................I....... 11 81=111111 T-W ........................... ' .. _1 I ........ . ..... ....... ........ � ' ''''' JOIN7S COMPLWNG WIAWWA C111. _____ *".'.*.'.'.*.,.*.,.,.*".,."*.,.*."���:�:�:::I I \'' I ......... I I 1­�___ ......W_ NEW 8* CLDIP WArER WN ........,...*.*.,.,.,.*.,�.:.:.:.:-"::�:.., ".....(- I ............ .... IS77NG GRADE CONTOUR nmNGs To BE mi compoiNG .......... �-.-�.-�.......... EX \ *. ...................: .1 w Aw ...............................................�--��'-.-... NEW 8 WA M? #AIN WL W W/ AWWA C110. INSTALLA77ON TO GRAPHIC SCAU NEW YORK STATE DEPARTMENT OF HEALTH "*.*.,.*.*.*.,.,.*.,.,.*.,.*.,..*.,.,.,.*.,.*.,.,.*.,.*... '13 "1.1.1.*.*.,.,.,.*.,.*.,.""=,.,.*".,.*.,.,.,'I... _------_ FINISH GRADE CONTOUR - --- ,-,\ Glerls Falls District Office ..,.,.,.,.,.*.*.*"".,.*.*.,.*.*.,.,.*.,.,.,.,.*.,.*.*.*.* : BE IN COMPL YANCE W/ A WWA C600. 50 0 25 50 100 2W I".*.*.,".=.,.*.,.*.,.,.,.*.,.,.,.*.* - - ­.'.*.'.1.7.*.7.1.*.'.1= I I I . I ....... I .. *.7.*.1.7.'.*.` PROPOSED INDIWEIVAL WSURFACE ............. I S-3 kEN-IIIIIII NEW DRYWELLS W/ EOUALIZA 77ON PIPE - w \ N\11.0: - Refer to first shoot for approved date and sig .1.1...I..... � NEW 12"' HDRE STORM PIPE SEWAGE DISPOS4 SYSM INCLUDING �%m% I I f ____1 a-:--, S N/F OF ­:.7. - - -I 5OX REPLACE]WEW FIED ( ER PZET ) -) LAND OHM 3 OF 8 I inch - 50 & MURRAY HAYES & HAYES . I __-����D� - . 9A I , 0: 0 G wl _Q Q w w Q: a: 8 8 I t", I I -[1040 - - - - SURVEY NO. 04007 308.6-1-86 / 121-1-31.1 ENGR. DWG. NO. 46227-3, SURVEY DWO. NO.E??? I I i 1 c RIG ?[�Str'j,F nV 116 12:36F Pamela J. v0s_i Z y O Ln O 03 O z # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD � a BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH 2 Z o } g'� (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) ` PERCOLATION RATE"wTEs) cc o (SEE NOiE 3 t 4) t i 0-7 8-10 11-15 id-20 21-30 a S S 0 V 2 220 1000 47 92 110 i23 133 1sB 1e4 m a j A. 3 3w 1000 27 130 168 184 207 236 278 S (_ � 3 3� W-0" W O 444 Y;,.. -w*"w"$ 220 248 27s 313 367 � Z Q 5 550 1500 40 23D M 306 N4 303 48Y O 6 660 1750 47 275 &V M7 413 4-n 662 TES M TO am GARAGE �SE11ELAIW OO O 3. TANK SIZE REQUMM75 FOR MORE THAN ! BEDROOMS SHALL BE O O O HOUSE NOTES. CALCULATED BY ADDING ZO GALLONS OF CAPACITY AM SEVEN SWAM FEET OF SWAM AREA FOR EACH ADDITIONAL BEDROOM. 0 � CO W) Q 1. EXPANSION ATiKOS. ETC., ARE COUNTED As eEORooMs ^ i I NOTES: 4. IF A GARBAGE GRINDER Ls PROPOSED, THE SEP11C TANK SIZE SHALL BE \ \ \ \ O 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES IMCREASED BY 250 GALLfA AND THE REMIED SURFACE AREA BY 7 SQUARE 12" TO 19" WITH 1.6 G.P.F. TOILETS AND&0&PAL FAUCETS AND FEET. A GAS DEFLECTION 9AFFLE OR OTHER ACCEPTABLE OUILET MODM:IGAiM AND O O OM1 1. 11LE FIELD TO 8E 100' OR MORE FROM ANY sHONIN HEADS. A DUAL COMPARTMENT TAONK (OR TWO TANKS IN Si7ES) WILL ALSO BE REQUIRED. FILL LAKE. SWAMP, DITCH OR WATERCOURSE AND 10' & CNSrIE WASTEWATER SYSEliB WERE NOT DESIGNED 70 ACOOMMMATE EXTREME WATER M C4 O O • OR MORE FROM ANY WATER LINE UNDER PRESSURE. THE INSTALLATIONTKIN OF FDMIRES SUCH A IUSS AND WATER FDU �s OAR TREATMENT EQUIPMENT. EQUALIZER 24 OR EQUIVALENT. TIGHT JOINT 4 PIPE 10-0 USE F1XIURES IS CONTRARY 7�0 111E APPROVAL OF iNS REALTY SUBDIVISION, 11"t ON SLOPE OF 1/4w /FT. MIN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION �� `,ttt1t11It,IlIN��A� BOX. USE RIGID COPPER. DUCTILE OR CAST IRON PIPE. OR 20-o FROM BASEMENT WALL SCHEDULE 40 PVC VATH CEMENTED JOINTS. SEWAGE DISPOSAL SYSTEM SIZING TIGHT JOINT 4 PPE MIN. ON SLOPE OF 1/6 /FT. SEPTIC TANK I `�����` .•��""�i;� ���/� 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST PR01110E SOLID � IRON OR RIGID COPPER. TiGHT-JOINT PIPE AND SHALL EXTEND AT PAD UNDER 3.0: •"'b DISTRIBUTION BOX Ni.ET PIPE OF EACH TRENCH _ LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. ABSORPTION TRENCH 4. DISCHARGE FOOTING. ROOF AND CELLAR DRAINAGE a = _ _ AWAY FROM SEWERAGE SYSTEM. MAXMNJM HKIH GROUDDWAgIER E1EVA710N u� ` 10 MIN. 507G EXPANSION AREA 5. DISPOSAL FIELD SHALL BE CONSTRUCTED MATH TRENCHES %v i - -- -- - - - - -- I PARALLEL WITH EXISMG SITE CONTOUR LINES. INFILTRATOR ABSORPTION TRENCH SECTION ,,•.. 10 MIN. PROPERTY 6. FOR RAISED ABSORPTION TRENCH SYSTEMS � N.TS '���J ,,,� N HORIZONTAL SEPARATION DISTANCES SHALL BE ,r�_ ,:> MEASURED FROM THE EDGE OF THE FILL 11I PSO n IL(C _mi_ J; D A_ i sP11C SitSiN AND ALL OISiIJRS1111) AREAS ISAMIMY AFTER INSTALING SYSTEM SEWAGE DISPOSAL LAYOUT ABSaROltoN ice, Fii GRADE NOT TO SCALE FILL MATERIAL SHALL A E SAME g. (SEE STMIDARD ABSORPTION TRENCH) ,L PERMEABILITY AS XISiN�K; MIN. UNDERLYNG SOIL. " -I I r•' 19 MAX SEED CROWN 12" MIN, 'tnPSOiL (8" MKX SEED AND MO SLOPES I MULCH SEPTIC SYSTEM AND ALL � DISTURBED AREAS DAM M71 LY �3,y INFILTRATOR CHAMBERS ABSORPTION iRE?iCHH AFTER NSTALLBIO SYSIEM DRAINAGE S ON WALE (SEE TYPICAL DETAL) OF SLOPED SINES "•r• � •� O O O BGi1OLl OF 11111111111101170 BE LEiIF7. w MAIN. SIDES 4'-or' SPACE FOR FUTURE TRENCH �. BOTTOM of TRENCH ca 2' MIN. ENDS LF REt1D. (! REPLACOIEIIT) • CD co WATER, I. BOTH ENDS OF INFITRATOR CHAMBERS MUST BE =_(i i.-, I i 1 -11' i REMOVE LEAVES. ROO1% PLANTS AND CAPPED MATH END PLATES SECURED TO CHAMBERS C •� W •'+ 2. ALL LATERALS m BE OF EQUAL LDNGiH. am w �ADN6 PLOW � 3 MAXIMUM TRENCH LENGTH L9 B0 FEEL l _ J • • � • � If I" 't i-�fillll. Ifs w 6' MWI. INFILTRATOR ABSORPTION TRENCH PROFILE z ID SHALLOW ABSORPTION TRENCH SYSTEM » 24 MIN. EXCAVATE EXISM SOIL PRiOP TO FILL PLACEMENT MABIMNBM SEASONAL HIGH = UN &�ARA1UN BE11 BIT PEX>S�TINGOR� og aROU1oMu►iER ELEVATION SOIL IS LESS THANGREAIER THAN 2% PERCOLATION U m RATE OF DOSING SOIL MUST BE FASTER THAN SO MINUTES. GTE. • m CARl:FUILY SELECTED F11.L MiA1EiBAL, VOL GRADF� LAAYY SAND. a � OR VIELL GRAOEOUOAMY SA G R A%U% CO fMW A MIBMIJwA OF DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL. ABSORPTION T/1 tDal BILrs OR pJ1Y8. No OIMGANIc DEBIBS. A NO SOW OILER.'T8 FOR ON SEPTIC SYSTEM FOR 0 00 LAM SL Sat 3" V% No R. M PLACE PLaMooLAiTON RAFT: 1>F II 11D Nk to TRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM 7R ATEs O 0 IN A LEPER � Low ATE SH BE MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS SUBDIVISION. (RACK MAOLNIIED ooaER. IN-PLACE PERCOLATION TaiE SNAIL BE vEra•1ED BY ENO M AFTER PLACEMENT OF TEA.A BEFORE SYSTEM 13 BNSTAtJED. W IC , MODIFIED SOIL SYSTEM DETAIL wT To 110ALi FOR USE ON SEPTIC SYSTEMS FOR L07S #1. 2, 11, 12. 13, 14, 15a116CONCRETE OR STOW -0 Z a RECOMMEND ALL ACCESS MA ADM ALLW W E TT BURNED 6r BELOW W APPROXIMATE FINISH GRADE: V t� FINISH GRADE APPROXIMATEFINISH AM ACCESS V r TRENCH NO SIDLIDS BAd�FiLL LARGER THAN 2SHALL CONTAIN '-D" 4'-0» 2'-0» 151C MAXIMUM m •= INET BAFFLE 1r MIN. COVER OVER 3 INCHES IN DIAMETER SLOPE '" Z "� rI ALL, SiRUCTIJE O E FILL��7W ON SLOPED SITES i GROUT WITH NON-SHIM N GROUT (TV.) ELECTRICAL FCRT� BOX Film romOR JUNCTION EQUAL BOX BARRIER MATERIAL TT) BE NEE 12 » _ » H.E ANRARY = �.'::' NIRAFI 13:fN OR EQUAL001 SANITARY TEE : : a �pN j Q TM S PERMEABLE GEOTEXT 2" MIN - 4" PERFORATED c Da N ALL OUTLET AVERTS 12» MIN. I PUMP - S. �Y SET S tl o 1 r MAX. LATERAL MEETING ASTM STANDARDS rZIPEN4 06 3• 3/4 TO 1 1/2* '� 10 ' R F00T 18" 8"'� R FOOT DISTRIBUTION BOX G�� (USE � LEVELERS �•_D» WASHED (x:usHED STONE p FORCE MIN +/�' PER FOOT ALARM ON E NOT TO SCALE E7N000RIIGED) ZC MIN. Q 4) 1� MIN. BY FORT SEPTIC TMLLER PUMP ON • DNA. 1-PVC OR MAIN M �1 ANK OR EQUAL ` POLYETHYLENE PIPE MAXIMUM ISEASONAL HIGHMPERVIOUS SOIL'OR F� `4 E`"1 WITH JOINT BELOW PUMP OFF '.: : CHECK VAL 3/S" WEEP HOLE � 4-4SEPTIC TANKS W THE LIQUID LEVEL MUST BE TESTED N ' STANDARD PIPE ABSORPTION TRENCH SECTION M ° A FOR D4TLTR IM PRIOR 70 i r::: :' ACCEPTANCE BY THE LOCAL OWE ENFORCEMENT OFFICER :: : . ► i' NOT to SCALE'� CONCRETE TO BE 1�1 4-0 I.D. PRECAST CONCRETE TROWEL. FINISHED O CO 1r MANHOLE WITH INTEGRAL BASE MERCURY FLOAT EFFLUENT PUMP W MINIMUM 2x WIDTH AND FLAT SLAB TOP. SNATCH TH MAXIMUM 4Hc WIDTH AS MANUFACTURED BY FORT MILLER WEIGHT IYP.) TCP90IL OR PAVEMEIff SECTION TOPSOIL (!s" min. SEED AND E�+ OR EQUIVALENT _ .� _-SUBGRADE ELEVATION BAITER MATERIAL MULCH SEPTIC SYSTEM AND ALL (NO LADDER RUNGS) r`•a '~;``:'..' ,•._,."a:' DISTURBED AREAS MBAEDIATELYWIN F+»I EFFLUENT PUMP STATION NOT TO MOM ;�I�I I I� •:;,�:.:.��t=.: ;;' _';:; I �I i 1r MAX. AFTER INSTALLING SYSTEM 00 PROVIDE r SAND OR�^O�-p,0� �LI,�... I t �''� 3' r ?vr -� - - b vl j v 01'CY (MAY BE OMITTED F SITE GRADING PEINMI GRAVITY WO EC'IIO ) _!I `': '.;: ,:.. ;' I I UNDER PAVEMENT, USE sueeASE MATERIAL ,� - - t/1 � PEA GRAVEL LINER TANK I J= ,' EXCAVATED MATERIAL SEPTIC TANK 1. PUMP TO BE EFFLUENT PUMP RAZED AT A MINIMUM 20 GPM Ill (I I-1�1 ,.:;.i ; x ' (�� 1Jt1D� u ' 6• MIDI. W ° AT 15 FEET 7OTAL DYNAMIC W.M. PUMP iO BE 1 HP GOULDS I I .•: :,.,• _'•? ti'" 11 r SLOPE fi MODE.3805MEMX OR EQUAL I( �-�-i- y:` 11= o N► Q+ NOT TO SCALE 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACiURER. �I I r ''v '' `' I J E'1 iI AUDIBLE AM VISIBLE ALARM TT) BE ACTIVATED BY ALARM FLOAT I=I :� •,�;• ��. ` 3. PROVIDE 1 DAYS STORAGE voLUME ABOVE ALARM LEVEL. r� (1E. 220 GAT. FOR 2 BDRM, 330 GAL. FOR 3 DORM. ETC..) B" - !l -I I -PPE BEDDING MATERIAL cn N SAND OR FOE GRAVEL py� SANITARY SEATER FINE SOPS 1 -1/32' P RIF �' LEVEL TRENCH BOTTOM a j SEPTIC TANKS INSTALLATION OF DISPOSAL FIELDS LI 1�"' -1 I SEE PLAN FOR SIZE Aim ELEVATION Hogg A REQUIREMENTS OF THE NEW PORK I. ALL UNI75 SHALL COMELY MATH THE 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRANK 8. THE PPE SHOULD BE LAD AT THE GRADES AND 70 THE 1. ENS OF ALL Offs NUiL)R PIPES MUST BE STALL BE IN ACCORDANCE MATH THE N.Y.S. RElAiIOi� SH S OWN ON THIS DRAWING. MAINTAINING STRAIGHT STATE DEPARTMENT OF HEALTH TANDHE SHALL BE PRECAST CONCRETEINDIVIDUAL AS STATE MANUFACTURED BY FORT MILER OR EQUIVALENT. DEPARTMENT OF HEALTH � HOUSEHOLD CONTINUOUS GRADES WTHOUT SAGS. SEPARATED JOINTS - - PLUGGED tPLESS NIEAOONECiED. � ASTM F481-78 INSTALLATION OF T EI MOPLAS11CPIPEgg AND Olt DIM UNSIATASLE CONIlIGNS, THE PIPE SHAD.BE LAD 2. ALL LATERALS TO BE OF EAW11. LENGTH. 2. ALL STRUCTURES TO BE PLACED ON FIRM. COMPACT SAND OR CORRUGA70 TUBING IN SEPTIC TALI( LEACH FENDS. MATH THE HOLES DOWN IN ALL CASES. I ... I I=1 I Ir=111. I I I I- 3► MAAXiV<R1 TRENCH LENLt1TH IS QD FEEL GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDA7KIN CONDITIONS 2. NO HEAVY EQUIPMENT SHALL BE ALLOMED WHIN THE LIDS 0. FOR INFlL7RA7OR THE BOTrCM OF TRENCH SHALL BE LEVEL &MASA STORE�SHALL FOUNDATION. OF THE DISPOSAL FIELDS AFUR PIPE INSiAUAtfD" HAS SEOW ODOR 7°p,tp,0�''�'L�"T UNM 'JHI's SHALL BE:&A 6,. 6" STANDARD PIPE ABSORPTION TRENCH PROFILE 3. AFTER EXCAVATION r MADE 7RENCH TO THE DEPTHS RoatA N Aoco>mANDE IMiH MAMNUFAC7RS REOOMME?DATKNiS. MAHNUF 3. SEPTIC TANKS NSTAl1ED IN TRAFFIC AREAS SHALL SE EXTRA HEAVY THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEAME>i END PLATES SHALL BE SO EL ATTACHED AT INLET N END OF EAGIH 7RE IX CONSTRUCTION oESGNED FOR M-20 IMNEEL LOADING AND RAKED 70 ACHIEVE AN EVEN SURFACE AND TO LOOSEN SOLD ooNCRETE eIOCIC SPLASH PAD SHALL BE PLACED GLIDER THE END OF THE NDY 10 SCALE Dew JLM 15y 2W 4. DUAL COMPARTMENT TANKS OR TWO TALCS IN SERIES ARE REQUIRED SMEARED OF 10 FEET OR MORE SYSTEONSM OF TRENCH' INLEr PIPE 8. ALL DISPOSAL TO EACH 7RDOL FOR TAN FIELDS SHALL.BE QUM TO SHED,RAINFALL SANITARY PIPE TRENCH DETAIL KS MATH AN NTEiRIOR LENGTH E. 4 ACID SHALL AS CADRESHALL� PPE AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 5. ALL JOIN15 MUST BE SEALED. BE EXERCISED TO AVOID NCIaJSON OF FIE CI)iANED SOLE AVID FROM THE DISPOSAL FWA NOT M SCALE DIM WASTE MATERIAL IN THE STONE AND PPE 7. NO PART OF THE DISPOSAL FEED SHALL BE INSTALLED I UNDER PAVEMENT NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office S-7 Refer to first shoot for approved date and signature. SHEET 7 OF 8 HAYES do HAYES SURVEY NO. 04007 308.6-1-86 121-1-31.1 ENGR. DWG. NO. 46227-7, SURVEY DWG. NO.EY4Y / i 1 I . I