The URL can be used to link to this page

Site Plan �. VACANT q PROP.LIMIT OF I CLEARING I DISTURBANCE, TOTAL DISTURBANCE=27,500 SFf ` ?, ( PROP.2-FT WIDE, PROP.4"PVC 10' P,L, �-► * I 2-FT DEEP COBBLE HOUSE SEWER,18 LF BA-�(W/W a o CONVEYANCE TRENCH 1 4" PER FT.MIN.SLOPE I ---� TO BASIN PROP.1250 PRECAST PROP.NI PVC --�. CONCRETE SEPTIC TANK EFFLUENT SEWER I PROP.2-FT DEEP l IV PER FT.MIN.SLOPE I COBBLE DITCHLINE f PROP SHALLOW PROP.6-HOLE CONC. I . I / l0 W IW SYSTEM �N� qS I. /� DISTRIBUTION BOX (S/W gL S BACK RIGHT-OF-WAY WORK PERMIT ,, PROP.2-FT DEEP REQUIRED FROM I v _;,, O PROP SEDIMENT Q I �� . n' ,. COBBLE DITCHLINE I - P WARREN COUNTY DPW s +,` -�fn Ma Ref. % CONTROL FENCE z ,,r : I y Q r , x . : .x i PROP.COBBLE NOTE;NO WELLS AREA p �� _ p °rA=` VISIBLE WITHIN 1 - PRETREATMENT :> AREA FOREBAY >•.,; ,,.a': OF PROPOSED ABSORPTION ,. . � � •_ �r;' . - _�__- --., ,: ; d•;, ' } FIELD OR STORMW ALTER _ :z MANAGEMENT -�- '` '�-•. �-' ? xx - 404 .. .. ,. - , .. .,.sue_, .,��- % ✓• �'4�'_._�...•'.... f ->.n .'• .. + 'rry��:?'$ � - -- __ °Y' � ...c>h,..ra x:.�"7.-r�::...�'ri-d..a. _ .i"�'�... _._... , ., �l:..c-�w,... ,,,:;sM•z:.•?:�.r_.- _.,=ass:..__ -.xrsz�. . ( ==xa=�z.:na.;:x+..;s--'�-:, .z:. :t` .i .... -'vTf._ ..T 7�:;... .mx r .v-. .._ ._.. ♦ x ., .xi?3Sux.=-a-�s:2.�. �cp .'_.,.- _T —� � '.� j . . z GF - I µ� EROSION & SEDIMENT CONTROL NOTES _ .:_,.....� _.,. .. x--._ .. .x�_.:�:_ . . x� .. . .. ....... .. ........ ._. _, _ - WELL I I 1 i I I I W BEFORE ANY CLEARING OR GRUBBING ... =-z-. ,�.�.. ._. --'.=.-�.,.• _. ...,._-,_�M. _I OF THE SITE IS INITIATED, AND w a•. _ _..-,_ - - :- <;. ,� r I II11 111 i DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE �"' -�`'R" •-"�'`�' . ` � II II III _. _........_.... _ - � �..; :��•�� _. ..s?">xT_.:ix:.i?`Txr.,ir�:3L•xvm'�:.��ik.:e_..,�jp`.; ♦ , INSTALLED AS SHOWN ON THE PLAN. __..,.,,_�..__e __ _ _ _ �:. �-�-x,..;�.-. ___ MI U U U N ,: ::. : : Y >x RO �1 N - ,� I • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM -'-•= -� :.,;,�„�•�. ,5 ;PROP.GRAVEL DRIVE, d EVENT, SEDIMINT CONTROL FENCE AND ANY OTHER EROSION CONTROL I 120/6MAX.SLOPE MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT 1 I I I I I 1 W I I I ; i. I �� USE // ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. 1 I I I I I I g INSTALL STABILIZED � �j // //;// // �',. r CONSTRUCTION ENTRANCE j I �/ ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED IMTHtN PROP. ..„., / f �"' / / _ �. 11 F IMMEDIATELY AFTER / ^' ; 7-DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREA I s WHICH WELL >(p . II BF 4775 --1 I I y I 1 /,//�/// F � c PLACING DRIVEWAY FILL ao / AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE i. PROP.LIMIT OF --JI I) Tp_2 �, THAN 7-DAYS ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, I V U'U/' / � 3 SEED AND MULCH SHALL BE INSTALLED WITHIN 7--DAYS. CLEARINGIDISTURBANCE, pR f( I I 1 I I I I I Wa TOTAL DISTURBANCE=27,500 SFf At. I�: • TEMPORARY EROSION CONTROL MEASURES INCLUDING -�SEDIMENT I Lt-'• 1 ( I I I I I I; .�i� ->' m 496 CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND c a a ^ o S W AREA I I MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT C ARE TO o 8E LEFT FOR MORE THAN 24-HOURS d -2 I '/ /I p; • WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR �I u u l u Sl s WERAND, NO LAND AREA, INCLUDING AREAS SOTCKPILED WITH EARTHEN 82 C h MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF I o. v► VEGETATION FOR MORE THAN 24-HOURS W►TNOUT A PROTECTIVE19 p COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION DI Ia I l / / �,`j (� I v _ ' I b , m _ CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM / / / "� I bI h I ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, \ I b NON-DEGRADEABLE MATERIALS SUCH AS PLAS71C OR CANVAS COVERINGS AND IMPERWOUS STRUCTURES : OR GROUND CLEARING ACT1V171ES OCCURRING BETWEEN OCTOBER APRIL 15, IN WHICH VEGETA7ION CANNOT BE ESTABLISHED, EXPOSED / / ' / // ` i I v / / /' ' SETBACK �' EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR 1 / / AN EXTRA I I • ANY AREA HEAVY REVEGE A77ON MUST EXHIBIT A SURVIVAL OF A / I MINIMUM OF 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWt G 1 / PROP.4-FT WIDE IPro[9 REVEGETA710N. REVEGETA71_ AS NEEDED TO MEET THIS REQUIREMENT. I I ` ' �/ '// // //' ROCK OUTLET WEIR 5,e d Lot ;%3 O 47- 8 _ '� • THE CONTRACTOR SHALL COMPLY W17H THE NEW YORK STATE / �/ // // I EL.472.0 , ' 9 I I STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL I CIA ' PROP.ABSORPTION FIELD PROP.BERMED t DATED NOVEMBER 2016 CA �' l (NYSSSESC), (4)PIPE-IN-STONE VEGETATED . r \ TRENCHES 50'EA.IN -3 . �,d 'e�.,- I I \ O / DETENTION AREA SITE STABILIZATION I I SHALLOW CONFIGURATION d- -_ \ o0 BOTTOM OF TRENCH 1-FT THE CONTRACTOR SHALL IN/71A7F STABILIZATION MEASURES AS SOON ^� i ET ACK(w AS PRAC7ICABLE IN PORTIONS OF THE SI7E I MAXIMUM INTO EXIST.GRADE WHERE ACTIVITIES HAVE / J TEMPORARILY OR PERMANENTLY CEASED U .100%REPLACEMENT BUT IN NO CASE MORE THAN I 7-DA I f� ABSORPTION FIELD I I YS. I. • STABILIZA71ON OF GRASS AREAS INCLUDES HYROSEEDING USING dI TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A 4 Ulf \ CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON I - SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR WOOD `- g SITE PLAN ICH/PS IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS SCALE: 1"=40' AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. I IN , GRAPHIC SCALE MAINTENANCE I I I I 20 0 10 20 40 80 • ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED I I 1 WITHIN 24-HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED IN FEET ) AS REQUIRED TO BE IN GOOD WORKABLE CONDITION. I I• THE CONTRACTOR SHALL CONDUCT AN INSPEC71ON OF THE S17E ON A Ill DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND SITE SOILS DATA SITE SOILS DATA - JUNE 2019 I (� DISPOSE OF LEGALLY. I �•J TEST BORINGS TEST PITS PERCOLATION TEST • ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE I I J I I ( � TB-1 - TB-7 - 12121118 BY: L.W. DOBIE, P.E. TP-1 - 6/17/19 BY L.W. DOBIE, P.E. PT-1 - 6117119 BY LW. DOB1E, P.E. COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT �•/ SEPTIC AREA WASTEWATER SYSTEM AREA EROSION. I 12" DIAMETER AUGER BORINGS 0-6" TOPSOIL/FOREST DUFF STABILIZED PERCOLA71ON RATE` I I I SIMILAR SOIL COMPOSITIONS IN ALL HOLES 6 48" MEDIUM BROWN MEDIUM & FINE SAND 1 MINUTE, 45 SECONDS PER INCH 0-6" TOPSOIL & FOREST DUFF ROOTS TO 36 , WATER ® 36" -- f 6-48"+ MEDIUM BROWN FINE & MEDIUM SANDS DESIGN IN/BOUNDARY COND177ON 0 36' INFILTRATION TEST r _ I I L AN 11-2019, SD .�-2019, SP 45-2019 TP-2 - 6/17/19 BY. L.W. DOBIE, P.E. IT-1 - 6/17/19 BY W. P.E.L. DOBIE, ,t� 1 i STORMWATER AREA NEXT TO PT-1 TAX MAP 7`f 265.'1-73,12 0-6" TOPSOIL/FOREST DUFF 20-INCHES IN 16 MINUTES + :'• , 6-48" MEDIUM BROWN MEDIUM & FINE SAND STABILIZED INFIL IRA 71ON RATE: 75 INCHES PER HOUR I S�� TOE: / j I ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED DESIGN W/BOUNDARY CONDITION 0 36" K(RLDG) PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. TP-3 - 6/17/19 BY.• LW. DOBIE, P.E. FRONT OF FOUNDATION 0-6" TOPSOIL/FOREST DUFF DETAILED SITE P 6-50" MEDIUM BROWN MEDIUM & FINE SAND LAN ROOTS TO 36, DRY ENTIRE DEPTH DESIGN W/BOUNDARY CONDITION ® 36" EROSION CONTROL IMPLEMENTATION SCHEDULE SCALE: 1"=20' GRAPHIC SCALE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE 10 0 5 10 20 40 0 UPDATED PLANS & PER BUILDING DEPARTMENT COMMENTS 7/22/20 VEGETA TION SEEDING SCHEDULE STABILIZED DURING INITIAL SITE WORK ENTIRE PROJECT(PEMOVE DURING SITE CONSTRUCTION SEQUENCING IN FEET ) N o. Revisions CONSTRUCTION ACCESS MOBILIZATION FINAL DRIVEWAI'SURFACING) Date AREA OF RECOMMENDED APPLICATIONOJECT INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS AS SHOWN ON ENNAL SITE I ESTAB QEM IO AND of NEW. DETAILED SITE PLAN SEDIMENT CONTROL PRIOR TO CLEARING AND SOIL PLANS. SEEDING SPECIES MIX RATE FENCE DISTURBANCE FINAL AT ON ESTABLISHMENT) . INSTALL STABILIZED CONSTRUCTION ENTRANCE '��ILB(/ y VEGETATION ESTABLISHMENT) '�. prepared for .WASTEWATER SYSTEM SETBACK SCHEDULE I`�"'�''BLUEGRASS, 75 L8S/ACRE TEMPORARY SEEDING& GRUB AREAS TO BE DISTURBED & ESTABLISH SUBGRADES OVER THE R ig Safely. � � CREEPINIAL R FESCUE, TOTAL MULCHING AFTER INITIAL SITE GRADING UNTIL FINAL S7AD ISHMEN SITE Eli & Kristen Entwistle o WATER BODIES PERENNIAL RYEGRASS VEGETATION ES7A8LISHMENT ,•-'� "—_ A ,, + cn � igork PROPERTY LINE HOUSE . CONSTRUCT HOUSE 1440 Bch Road OR WETLANDS VEGETATED DETENTION 0 4, y TizrouDlgo TEMPORARY BASINS DURING FINAL SITE GRADING PERMANENT • PERFORM SOIL RESTORA77ON AND CONSTRUCT STORMWATLR Wait The Required Time SEPTIC TANK 10, 10, 50' SEEDING FOR ANNUAL&PERENNIAL 75 LBS/ACRE MANAGEMENT PRACTICES. Zd'�� = Town of Queensbury, Warren County, New York Confirm UtilThe Marks EROSION RYEGRASS MIX TOTAL TOPSOILING,SEEDING& D�Sw th Care ABSORPTION FIELD 10' 20, Z00' COL OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT • FINISH GRADE YARD AREAS AND BASINS, INSTALL TOPSOIL, SEED ��0 �O�P�,�' Drawn: LWD Checked: GTH Scale: NOTED Date: 7/21/2020 00■962■7962 STABILIZATION AND MULCH. ti 169 Haviland Road .dig"Islyne-york.con, INSTALL FINAL GRAVEL DRIVE SURFACING OR ASPHALT PAVEMENT. Ahhh, Queensbury, NY 12804 (518) 745-0307 Phone 291409A-01-S2 Hutchins Engineering PLLC (518) 745-0308 Fax 1s" NORTH AMERICAN GREEN S75BN SLOPE TOP OF SWALE '_ MIN. _� STABILIZED CONSTRUCTION ACCESS .; - 12"30cm INSTALLATION TOP of CREST —�� " .r CONSTRUCTION SPECIFICATIONS 5- -� • - - DETAIL r r 9'I A7 ;',:r« STONE E USE 2 4 STONE MIN ' S0' MIN OR AS NEEDED lENGTHSIZ NOT LESS THAN 50-FEET. , . r . r r lk ° == 2 Al THICKNESS - NOT LESS THAN 6-INCHES. • 1�` Y � Y J Y 24" MAX ,r v r ' ,1 , '` t• ' ' 2„5„ 6f� ,.Prepare soil before installing rolled ® - FOR INDIVIDUAL SITE CONDITIONS • WIDTH - 12-FOOT MINIMUM, (15cm) erosion control products (RECPs), ✓ �.- ,_. � ✓'` S-12scm - R THE ENTIRE including any necessary t ` r r r GEOTEXTILE WILL BE PLACED OVER E CREST :•.•:':. app4icatiat of Nine, fertilizer, and i' i. r r r WELL GRADED r '` y -Y � ,� AREA PRIOR TO PLACING OF STONE. :.;:= seed. STONE MATRIX . - Q2 2.Begin at the top of the slope by 1 �. `r 2-9" IN SIZE i,.re � � FILTER FABRIC o 0 SURFACE WATER ALL SURFACE WATER FLOWING OR anchoring the RECPs In a 1 " �� s^(15cm) deep X 8^(15cm) wide " 6 MIRAFI 140N o 0 0 o zo 0 0 0 0 o DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL ® (15cm) trend, with approximately 12" '� 18 FILTER FABRIC DITCH BOTTOM OR EQUAL (3oom)of deep extended beyond BE PIPED BENEATH THE ENTRANCE, IF PIPING IS 3B DITCH BOTTOM � IMPRACTICAL, A MOUNTABLE BERM WITH 1V 5H the up-slope portion of the trend,. SECTION ELEVATION o 0 0 0 0 o SLOPES WILL BE PERMITTED. Anchor the RECPs with a row of ^ , _ staplesrstakes approximately 12^ MAINTENANCE THE ENTRANCE SHALL BE (3ocm) apart in the bottom of the 0 0 0 0 0 o MAINTAINED IN A CONDITION WHICH WILL PREVENT trench. Backrill and compact the \ SPACING PER PLAN TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ._ ,_ trench after stapling. Apply seed to `,�-:` _..-.*..mac RIGHTS-OF-WAY, • e com ded soil and fold the p, , • - — _ th \ C RIGHTS-OF-WA -, ,. , ,• „ ,, __z..__._.�_... remaining 12"(30cm portion of TO\F Sw « ,- , .~ .• •`.• •• .„•",. , ,> , • ::�- _.-.. back over the seed and _ „ : ,1' AGE o 0 WASHED OR TRACTED ONTO PUBLIC Y MUST BE REMOVED IMMEDIATELY • - • .• - „• . •"r,"''" compacted soil. secure RECPs i EXISTING GROUND 6" MIN COURSE OF • WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON '` `'' `� '-' ^ • ,^ '•y- over compacted sot wifi a row e \ tin ,' '� ^ 'j (� a starstakes spaced \ 2-4 STONE SAME ELEVATION AN AREA STABILIZED WITH STONE AND WHICH approximately ,2^(30cm) apart 1 DRAINS INTO AN APPROVED SEDIMENT TRAPPING j,s,, � across the width of the RECPs. S�OPE DEVICE STABILIZED CONSTRUCTION ACCESS PERIODIC INSPECTION AND NEEDED MAINTENANCE $� v ' 3.Roll the n unroll (A)down or ate SHALL BE PROVIDED AFTER EACH RAIN EVENT. !_ E } yxK 'j��i 1— i I horizontally across the slope. - • x z N3< l - RECPs win unroll with appropriate ' t side against the soil surface. AN NTS t - ) �-1l RECPs must be securely fastened .-� .-, _ ^ 1 Y I !i___ to soil surface by placing i staples/stakes in appropriate ® I 1lj-l { k locations as shown in the staple PROFILE - ` .! I!— I€1`-:1 �k ! pattern guide. Ye � I-, 4.The edges of parallel REI must a _ _, — be stapled with veriap mepe i _ ROCK CHECK DAM DET AIL ` > x ;,, r x 5" (5,2.5cm> overap depending STANDARD SPECIFICATIONS ' fix'°'' on theRECPstype. 14 TOTAL SUBBASE WIDTH TAPER TO MEET EXISTING GRADE, z 1L. NTS 5.Consecutive RECPs spliced down k,'I',1_ �, - 5 '\ i l.I' the slope must be end over end FOR CHECK DAM TOPSOIL, SEED & INSTALL ,". 1 i Z 3^(7.5cm (shingle style)with an approximate 12 TOTAL SURFACE WIDTH ,, 1,e,:;I , DEFINITION MAINTENANCE CHECK DAM CONSTRUCTION SPECIFICATIONS EROSION CONTROL BLANKETS, 11� 3"(7.5cm)overlap. Staple through , � y:< ,, ' A \vim overlapped area. approximately SMALL BARRIERS OR DAMS CONSTRUCTED OF THE CHECK DAMS SHOULD BE INSPECTED • STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION To 12^(30cm) apart across entire STONE, BAGGED SAND OR GRAVEL, OR OTHER AFTER EACH RUNOFF EVENT. CORRECT ALL NORTH ORE EQUAL GREEN RECPs width. 174E LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. SOUTHERLY 4% CROSS SLOPE-STRAIGHT PORTION S75BN OR EQUAL DURABLE MATERIAL ACROSS A DRAINAGE WAY DAMAGE IMMEDIATELY. IF SIGNIFICANT SET SPACING OF CHECK DAMS TO ASSUME THAT THE 2 DITCHLINE PURPOSE EROSION HAS OCCURRED BETWEEN A - r Drawing Not To Scale GE CHANNEL Y STRUCTURES, A LINER OF STONE OR OTHER ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT 1 1.5 4 r ' '' ' Y y ? ' !': �" � j 'y ' 1 MAX .NOTE: TO REDUCE EROSION IN A DRAINAGE CHA EL B THE SAME ELEVATION OF 7H TO _ 1 `f - " Nt7RTH Disclaimer: In loose soil conditions,the use of RESTRICTING THE VELOCITY OF FLOW IN THE SUITABLE MATERIAL SHOULD BE INSTALLED IN E E OF THE UPSTREAM DAM. -- -.-. __. r AMERI AN The information resented herein is general design Information only.For c applications, staple or stake lengths greater than THAT PORTION OF THE CHANNEL. • EXTEND THE STONE A MINIMUM OF 1.5-FEET BEYOND THE - .-.---- -- . - -- - G p sen g h specific PW CHANNEL , , % GREEN" consult an independent professional for further design guidance. 8'(15cm) may be necessary to DITCH BANK TOP TAPER TO MEET 5401 St Wendel-C�ntbisaa Rd. PH:t100 772-2040 properly secure the RECPs. CONDITION WHERE PRACTICE APPLIES s PREVENT CUTTING AROUND THE DAM. m Drawn on:3.16-11 THIS PRACITGE 1S USED AS A TEMPORARY OR REMOVE SEDIMENT ACCUMULATED BEHIND THE . PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK EXISTING GRADE - - . L . - - Poseyville IN 47633 www.tenssraagreen co DAM AS NEEDED TO ALLOW CHANNEL TO RIP-RAP OR EMERGENCY MEASURE TO LIMIT EROSION BY DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS .... REDUCING VELOCfTIES 1N SMALL OPEN CHANNELS DRAIN THROUGH THE STONE CHECK DAM AND ROCK-LINED - - EROSION CONTROL BLANKET DETAIL PREVENT LARGE FLOWS FROM CARRYING APPROPRIATE. _ _ ___ _ -- . THAT ARE DEGRADING OR SUBJECT TO EROSION DITCHLINE _ • ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT • NTS AND WHERE PERMANENT STABILIZATION IS SEDIMENT OVER THE DAM. REPLACE STONES PER PLAN - IMPRACTICAL DUE TO SHORT PERIOD OF AS NEEDED TO MAINTAIN THE DESIGN CROSS ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO COMPACTED ROADWAY - 12" TOTAL DEPTH OF USEFULNESS AND TIME CONSTRAINTS OF SECTION OF THE STRUCTURES. DAMAGE OR BLOCKAGE FROM DISPLACED STONE. SUBGRADE NYS DOT SECT. 304. TYPE 2 OR 4 CONSTRUCTION. • MAXIMUM DRAINAGE AREA: 2-ACRES. COMPACTED TO 95X STD. PROCTOR PLANT AND MULCH ,�- 10'--O" 36" FENCE POST FUTURE ASPHALT PAVEMENT SURROUNDING YARD D.C. MAX. DRIVEN MINIMUM 16" DRIVEWAY SECTION AREAS 'r�� I N TO GROUND N �`NI1 ///ll�lll/l/WIl IVII 11 ; SILT STOP EMBED IN GI�U�I� GROUND 8 MIN. Y 36 FENCE POST { � r r._ r% �_. � , _r _ .1 i �. ✓ ; t , -f-.__ y 1N -._< A _ EA ` ` _ E r - - _ TOP» MB GROUND 8 N.,- MI ,,.._. .r _ o „ r Q - N 1 ,, 8 MIN. 6-8 RIP RAP EXTEND OUTLET FROM T R r r 1, <__ UNDISTURBED GROUND a :: .. :`:,; LE - .. > FLO ::': . _. � � W LAG i. > _ r,, y..._ C. _ .. . -� _ ir) _ W L - SLOPE LENGTH/FENCE LENGTH(FT) - MIN r •., Z TDB PP N� `: .. _ - 8 co �'., :. . S -N&�4 R!J A o GE07EX77LE FABRIC TENCA7E• -- ✓ ✓ `- .- g SLOPE STANDARD REINFORCED SUPER W ,. -:.- PIPE OU7F�4LL.. . . ..' ENT r :.:. : . 7. :•- - SECTION <2% 30011500 N/A N/A o .. . . , . . . :.- , -- ��—BURY END 4" INTO SOIL .:. - .; - - w . '. - p / :.:.. , - 4 MIN 12 STONE '`• � IN LED TO 6" ABOVE GRADE SOIL BACKFILL ".' f•...- STAL �' PERSPECTIVE 10- 100 750 150 1000 200 1000 >•: — `r ' _ ` � ` < < .:.- W/CAP W/(3) 3/4" HOLES 20% / / / .,.. . : ' _ :9 - - GEOTEXTILE FABRIC TENCATE 1 . ' ` , A N ,, r ' . :' MIRAFI 14ON OR EQUIVALENT - ;; SEDIMENT CONTROL FENCE DETAIL. 20 33X 60 500 80/750 f00/1000 ` FILTER FABRIC MIRAFI NTS 33-50% 40/250 70/350 1001500 140N OR EQUAL >50% zD�125 30/175 5D�25D DETENTION BASIN OUTLET DETAIL 1 . . INFILTRATION TRENCH FILLED STANDARD SPECIFICATIONS FOR SILT FENCE NTS WITH 1»_3» - SENSITIVE AREAS TC BE PROTECTED BY SILT FENCE MAYBE CRUSHED STONE DEFINITION NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR 4' TRENCH WIDTH A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE ADDED SUPPORT. CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE INFILTRATION TRENCH DETAIL SMALL DRAINAGE AREAS OF DISTURBED SOILS. TWO ENDS SHALL hE OVERLAPPED, ROLLED TOGETHER AND SEED AND MULCH NTS PURPOSE STAPLED TO PREVENT SEDIMENT BYPASS AT THESE 4.5' WIDE SIDE SLOPES TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED CONNECTIONS. AY SEDIMENT LOAD. FABRIC MATERIAL CRIrERLl GRAB TENSILE STRENGTH: 90 LBS AS1M D1682 2 APPLICATION ELONGATION AT FAILURE: 50% ASTM D1682 1 MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE CONSTRUCTION SPECIFICATIONS FENCE PLACED ON A SLOPE 1. WOVEN IMRE FENCE TO BE FASTENED SECURELY TO FENCE _.._. _.. - 1:2 SLOPE 50% 25 FT 3" MIN ( ) POSTS WITH WIRE TES OR STAPLES. POST SHALL BE STEEL _.. o 0 0 1:3 SLOPE (33%) 50 FT EITHER "T" OR "U" TIFF OR HARDWOOD. -_ " OC o �' -2" BINDER COURSE ASPHALT 1:4 SLOPE (25%) 75 FT 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE 12 MIN 0 CD o0 6 r ,(D 6 o: - - 0 0 o 0 1-1/2" TOP COURSE ASPHALT 1:5 SLOPE OR LESS 100 FT FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID ___ act OR 3" SINGLE BINDER COURSE ��. O O - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED SECTION. FENCE SHALL BE WOVEN WIRE, 6 MAX. MESH - PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF -GRANULAR SUBBASE COURSE 1/4 ACRE J. TION'> OF 12" MIN OPENING. NYSDOT SECTION 304 TYPE 2 1.5 FEET. 4 OR EQUAL WHEN TWO SEC FLIER CLOTH ADJOIN EACH O7NER IMUM I TER FABRIC NCA ... :. OR 4 COMPACTED TO 95% - EROSION WILL OCCUR AS SHEET EROSION. THEY SHALL BE OILER-LAPPED BY 6-INCHES AND FOLDED. -6" RIP RAP MIRAFI 140N E SUBGRADE COMPACTED TO STD. PROCTOR - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI f00X, RIP RAP DITCHLINE DETAIL 90% STANDARD PROCTOR sraeluNKA T14oN OR APPROVED EQUIVALENT. DESIGN CRITERIA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR NTS ASPHALT PAVEMENT DETAIL - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED APPROVED EQUIVALENT. i AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM 774E TOE OF A 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND A/V 11-2019 SD 1-2019 SP 45-2019 NTS SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT STABILIZED. FENCE. TAX MAP # 265.-1-73.12 TOP OF BERM COLD WEATHER INFILTRATION ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED TO BE LEVEL TRENCH PER PLAN PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ROCK OUTLET BERM PER i SEED & INSTALL EROSION WEIR PER PLAN PLAN CONTROL BLANKETS TOPSOIL zs �;.-,," r..;-, s GRADING PER PLAN 4" MIN. 1 MAXI ' f �2"MIN. � WW � __ _ ,t. e ,,. -- , ; ,: 0 UPDATE OWNER 7/22/20 f .... j_% y r .i �, _ WELL DRAINED � . �FE 1✓ o. Revisions Date GRANULAR FILL - •. - CONSTRUCTION TAIL SHEET 7` rr NAnvE ; ... . _... 0 solLs l � re re for y �' ® 11 ti ,' 4 . r a oc Eli tie r ,� & Kristen Entwistle Dig ®Safely. - 1440 Bay Road N@W/.YOrIC ti 662� ��'� bury, Warren unty,New York ®Call before You Dig - .. ��OA� P� Town of Queens rren Co N Wait The Required Time l�� ®FF$5 Drawn: LWD Checked: GTH Scale: NOTED I Date: 7/21/2020 ®Confirm t Utility aw BERMED VEGETATED DETENTION BASIN DETAIL Queens" y°NY R i2804 Dig With Caro 800-962.7962 291409A-01-S wM►w"mgtrefetyne�rerk.com NTS (518) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fox WASTEWATER SYSTEM DESIGN W/W SYSTEM INSTALLATION NOTES ABSORPTION FIELD NOTES WASTEWATER SYSTEM FILL WASTEWATER SYSTEM MATERIAL 3-BEDROOM RESIDENCE . CONSTRUC77ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. THIS DESIGN UTILIZES STANDARD PIPE-IN-STONE ABSORPTION WATERTIGHT COVER WITH WATER SAVING FIXTURES DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF TRENCHES INSTALLED IN STANDARD CONFIGURATION. CUT ALL MATERIAL NOTES SPECIFICATIONS SANITARY SEAL AND VENT (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ]BEES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER HOUSE SEWER PIPE THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. PIPING TO BE 4" SDR-35 OR SCH-40 PVC INSTALL WI7N 1/4" DESIGN FLOW - 110 GPD/BEDROOM AFTER EXCAVATION OF TRENCHES T THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH REMOVE STUMPS AND EXISTING ORGANIC MATERIAL FROM SURFACE PER FOOT MINIMUM SLOPE 5' MINIMUM COVER 18" MIN TO LOOSEN SMEARED SECTIONS OF TRENCH. PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY EFFLUENT SEWER PIPE SYSTEM DESIGN FLOW - 330 GPO TRENCH SHALL BE CLEANED AND RAKED IN ORDER 35 OR SCH-40 PVC INSTALL WI1H 1/8 SEPTIC TANK - 1250 GAL PRECAST CONCRETE DUAL COMPARTMENT • PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID IN ABSORPTION FIELD AREA. SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH PIPING TO BE 4" SDR- " ti INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES IN-PLACE PERCOLATION RATE OF 2-5 MIN/INCH AND NO ORGANICS PER FOOT MINIMUM SLOPE (1000 GAL REQUIRED, UPSIZE TO 1250 GAL) FILTER FABRIC • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL FILTER FABRIC TO BE 4.8 OZ SY NON-WOVEN S SPAR 1IDN A POWER LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY FABRIC, 1LNCAIE MIRAFI 140N OR EQUIVALENT. INSTALLED IN SHALLOW CONFIGRUATION CONDITIONS WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS SYSTEM FILL MATERIAL FINISHED GRADE THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH �--TD HOUSE BOTTOM OF TRENCH 1-FT MAXIMUM INTO EXISTING GRADE ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY INSPECTION REQUIREMENTS 1/2" SIEVE NO PARTICLES GREATER THAN 3" AS DESCRIBED IN DESIGN PERCOLATION RATE = 8-10 MIN/IN FROM THE DISPOSAL FIELD. " (10 MIN) PITLESS ADAPTER SEP71C TANK, PIPING, ABSORPTION FIELD COMPONENTS & TRENCHES "WASTEWATER SYSTEM FILL MATERIAL NOTES. APPLICA71ON RATE = 0.9 GPD/SF DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED HAS BEEN INSTALLED. TO BE INSPECTED BY THE TOWN OF QUEENSBURY BUILDING ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY TOPSOIL ABSORPTION TRENCH AREA REQUIRED = 367 SF THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED Q DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFILL STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. INSTALLA77ON OF ABSORP77ON TRENCHES. SEED, MULCH AND ESTABLISH TURF. A 2" ANNULUS OF NEAT CEMENT OR 2' WIDE ABSORPTON TRENCH LENGTH REQURED = 184 LF ACCOMMODATE EXTREME WATER USE EXTREME RGO AN1C LOADING DEVICES SUCH JACUZZI BENTON17E GROUT IS REQUIRED. SEAL CASING TO BEDROCK INSTALL 4 TRENCHES AT 50' EACH = 200 LF TAPE SPAS OR GARBAGE GRINDERSINSTALLER TO REFER TO C17ED PUBLICATION FOR 50' MIN. CASING REQUIRED O • BACKWASH FROM WATER SOFTENERS OR COND1710N1NG SYSTEMS MUST BE EXCLUDED FROM THE FILL MATERIAL PRIORY ENGINEER OF SEA SOURCE OF SYSTEM MINIMUM REQUIRED DEPTH OF GROUT POTABLE WATER SUPPLY TO BE NEW ON-SIZE WELL `. -MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL WASTEWATER SYSTEM. • ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE �, \ -MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION WASTEWATER SYSTEM. • TRENCHES TO 'WELL -MAINTAIN 100' MINIMUM SEPARATION FROM STORMWAIER WATER SUPPLY WELLS SHALL BE DETENTION BASINS TO WELL CONSTRUCTED IN ACCORDANCE 18" MINIMUM TRENCH WIDTH WITH THE STANDARDS OF APPENDIX 5-B "STANDARDS FOR QS WATER WELLS" OF 10 NYCRR SUBMERSIBLE PUMP APPROXIMATE POLYETHYLENE EXTENSION TO GRADE \ MACHINE BACKFILL W/NATIVElo TOPSOIL & MATERIAL AS NEEDED DUE TO FIN FINISHED GRADE WITH TAMPER RESISTANT ACCESS COVER ESTABLISH TURF GRADE (4" MAX. SIZE) 2" MIN. DROP 4" SDR-35 HOUSE OR SELECT GRANULAR MATERIAL BETWEEN INVERTS EFFLUENT SEWER (100% PASSING 2" SIEVE) 6" -122 FILTER SUCH THAT IT 12" MIN. SUGGESTED: INSTALL POLYLOK ABOVE PIPE & 2" BELOW PIPE WELL DETAIL COVER IS READILY REMOVABLE THROUGH 12" MAX. SEWER TRENCH DETAIL NTS �. TANK ACCESS COVER COVER NIS 4" PVC SDR-35 2" , ° " DISTRIBUTION BOX INLET �— 4" PVC SDR-35 4" MIN TOPSOIL OVER THE 6" MIN. " ENTIRE ABSORPTION FIELD; LIQ ID LEVEL OUTLET MIN. SLOPE 2 MIN. SEED & ESTABLISH 77JRF �— OVERFILL TO 1/4" PER FOOT 1/3 MIN. SLOPE BAFFLE BACKFILL FREE OF ALLOW FOR " • Q 16" 47H x18"W SLOT, DEPTH 18" 1/8 PER FOOT " 4 MIN TOPSOIL OVER THE ENTIRE ABSORPT70N FIELD, STONES OVER 3 SETTLEMENT SEED AND ESTABLISH TURF(2) 4" ELBOWS� OF OUTLET MIN. DISTRIBUTION BOX NOTES ' WATERTIGHT SLEEVE OR 6" ELBOW INVERT USE SPEED LEVELERS TO • PIPE JOINTS TO BE SEALED WTH ASPHALTIC AND SEAL (TIP) ASSURE ALL OUTLETS ARE AT MATERIAL OR EQUIVALENT. FILTER FABRIC MIRAFI 140N OR EQUIVALENT a k EXACTLY THE SAME ELEVATION • INVERT ELEVA77ONS OF ALL OUTLET PIPES =III—III= PROPOSED 1250 GAL w ? Q " MUST BE EQUAL, USE SPEED LEVELERS DUAL COMPARTMENT 4 PVC SDR-35 SOLID HEADER o` . TO PERFORATED TRENCH PIPING • D-BOX TO BE INSTALLED IN CONFORMANCE FILTER FABRIC " =I I TEE I I=III—I I=I I G I III I I= PRECAST CONCRETE 0 60-75% OF 25-40% OF ' MIRAFI 140N 12 MAX —III=III—I I i—III=I __ o " WITH MANUFACTURERS INSTRUCTIONS " SEPTIC TANK c� `° TANK VOLUME TANK VOLUME 1/8 PER FOOT MIN SLOPE 2' TRENCH WlD1H 6-12 I_I El � OR EQUAL SEPTIC TANK NOTES 6" MIN MINIMUM 2X WIDTH ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE MAXIMUM 4X WIDTH DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST 2" IN, 00 2" MIN. SLOPE SLOPE o o —� CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. wog o o --- c°o�oo�o _LL�]I d ' , ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL D 12" MIN. BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE 6" o�D�� a_00 00 Q�o�00UO o O o� SHALL 8E PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. D OO�oo 6" O � NUd SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY oU� 4" PERFORATED PVC LATERAL, 3/4" TO 1-1/2" SLOPE 1/16 - 1/32" PER FT. END CAP SEPTIC TANK DETAIL CONSTRUCRON DESIGNED FOR H-20 WHEEL LOADING. CRUSHED STONE NTS ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE CRUSHED STONE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING♦ ABSORPTION TRENCH SECTION ABSORPTION TRENCH PROFILE NTS NTS 4" MINIMUM TOPSOIL ON TYPICAL PIPE-IN-STONE MAX 6' TYP. TRENCH ENTIRE FILL AREA. SEED & ABSORB77ON TRENCH SLOPE SPACING ESTABLISH TURF (4) REQUIRED EACH 50' LONG SLOPE 3 �.--- - APPROX/MA lE 1 r SLOPE PE EXISTING GRADE 6 TOP -_ OF TAPER •�` TYP TO .: 0 - ....... '1 : _.. .t: -~ 1 MAX v . " ..:. .:-. 12 MAX. - :'�,:•� SLOP OXl 2 MIN MA1F � _ _ SEASON __- __..AL HI _ GH G NDW __..__.._ : ATE _.._ - EXISTING ORGANIC MATERIAL TO - , _....... .... --- - BE REMOVED PRIOR TO PLACING 24" MAXIMUM MECHANICALLY - - GRANULAR FILL STABILIZED SYSTEM FILL MATERIAL, _ _......_ 3-5 MIN. IN-PLACE STABILIZED PERCOLA77ON RATE TAPER AREA - MAXIMUM SLOPE 1:3 SYSTEM FILL MATERIAL ALL AROUND I SHALLOW ABSORPTION FIELD SECTION AN 11-20191 SD 1-2019, SP 45-2019 NTS TAX MAP # 265.-1-73.12 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. - I 0 UPDATED PLANS & PER BUILDING DEPARTMENT COMMENTS 7122120 No. Revisions Date OF NEi�V Y4 WASTEWATER DETAIL SHEET prepared for Eli & Kristen Entwistle Dig ® Safely. � � � a . New/,York 1440 Bay Road ®Cali Before You Dig ®Wait The Required Time �e► 6 a, Town of Queensbury, Warren County,New York E Connne Utility Response M Respect The Marks 9pFESS10 Q Drawn: LWD Checked: GTH Scale: NOTED Date: 7/21/2020 ::.- 169 Haviland Road Dig With Care 800-962.7962 NY 12804 www.digsatelynewywk.com Quee71 (518)n745 y0307 Phone 291409A-01-S4 Hutchins Engineering (518) 745-0308 Fax ENERGY CODE COMPLIANCE NOTES m .. 58'-2" ..�. v7 2'-0" 52'-0" 2'-0" 2'-2" I. C-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING INTERIOR PARTITIONS BE GARAGES & LIMING SPACE TO HAVE 5/8" FIRE CODE o » FINISH AND LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75PA MUST BE USED. GYP. 81 GAR GE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON N NOT]d37'-6 " 3>} 16'-10" I'-6" 8" LIVING SPACE SID OF WALL. GARAGE CEILING TO HAVE 5 8 FIRE CO FOAM INSULATI US BE DBL. 2x12 BEAM 8" 2. AUTOMATIC OR GRAVITY DAMPERS OUTDOOR AIR INTAKES AND EXHAUSTS. BE INSTALLED ON ALL GYP. BD. IN ALL IlSTANCES. / DE ...•, --"-- ---- ---- STUD WALL 2x6 AT 16 O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING AM COVERED BY 1 INU E - - - - - ; THERMAL BA R ER .SHADED AREA INDICATES AREA OF 3. BLOWER DOOR TEST IS REQUIRED IN ACCORDANCE WITH NEW YORK STATE SPA W/FULL THICK INSULATION. + l + ROOF OR CEILING TO RECEIVE . . . . + I F I LE COPY ENERGY CODE. CONTRACT BETWEEN THE BUILDER AND TESTING AGENCY - 2"x` " AT 16" O.C. AT INTERIOR BEARING WALLS. 0 R-30 BATT INSULATION ' ' ' SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ,L_ T-7 " T-7 " ; ISSUANCE OF THE BUILDING PERMIT. - 2»x '• AT 24" O.C. AT INTERIOR NON-LOAD BEARING WALLS CIL ]0'-0" 6'-4r FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. a + 4. ALL WOOD BURNING FIREPLACES SHALL HAVE GASKETED DOORS AND _ _ ;Z No. DESCRIPTION DA a OUTDOOR COMBUSTION AIR. 750fb 1,] ,000E REVISIONS Nosfz� ' oD 11'-3 " DBL 2x12 BEAM INDICATES MEM8E , SIZE &.SPACING. -----------------4 -- 5. THESE PLANS HAVE BEEN DESIGNED TO PROVIDE COMPLIANCE WITH THE - - - - REQUIREMENTS OF THE CURRENT EDITION OF THE NEW YORK ENERGY s�zE c\i N�} DBL. 2x12 BEA ' - INDICATES BEAM ZE. CONSERVATION CODE. o 0 h ?, i » \RAFT : :10 ....... ......_... - .- 0 POST - SIZE AS L DICATED. IF NOT INDICATED POST IS TO BE 2 x4 OR W o :. :: ....:.:.::.'::.: .:.:.' :.::... .'..:...: 6. ALL HVAC SUPPLY DUCTWORK T 2 x6 TO MATCH ALL & EQUIVALENT I N C N ^�- 0 BE LOCATED COMPLETELY INSIDE LEN N UMBER TO BEAM BEING SUPPORTED. �'��'�° � ' :: '' � THE BUILDING ENVELOPE. D ---... ..... . �. .... 0 ALL STEEL POSTS WILD. HAVE 3-�1/2"0 MIN. E-- tON-MM IS T GLE RRI R :_::_:':•_:-:•:.:::... ---------::-:-- -_:'_ i » » + 7. ALL HVAC DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING U 6'-5r 10'-9j" n 1Q 9 '.::.: ::::':::: '::: -:::-::..: ::8'-2 "-:':• :i 2-3 5 -3 5 -3 + 2-9 i� ... . CAVITIES USED AS RETURN DUCTS ARE TO BE SEALED IN ACCORDANCE FRAMING LUMBER ZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS H 3 » » �n " WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY NOTED. LUMBER ! CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE _ 3 0 3@ �.'�::.::.::::...::. 3 0 ::.•.':.'....... .. t! 2 8 6 -0 f 2 -8 -, 4 is :...:::...: . i CONSERVATION CODE. TREATED. Ui l— ........ ...... .. .. ................ ... _--... _--_-- ---_ _ —_ _,..._ _ - - . _ .. - _ - �. ----� -._ --- ------ - - , ao 8. UNDUCTED BUILDING CAVITIES SHALL NOT _ L V`L MEMBERS ARE BASED INN BOIS C � d NO BE USED FOR SUPPLY E CASCADE VERSA LAM. o i + + OF HVAC AIR. r--- -------------------- ------------------------------ -------------- -----.-_--- -_ -_----_,-------- --- ------- ------ ------ ---------- --- � TRUSSES TO BE F BRICATEQ IN A AR AV a p� GG ! ISIGNS & DRAWINGS T; GROUND SNOW LOAD 50 psf. E ' _ PREPARED BY A , CENSED 001 i +N --I W 3 `av i DBL. 2x10 LEt3GER 30'-0" DBL 2x10 'LED(ER 9. PROGRAMMABLE THEROMATS SHALL BE INSTALLED ON ALL FORCED AIR _j E W 00 °� o t FURNACES. DESIGN VMMID Lt? 115 MI�#'I (L,ILTIMA' ). MRI^I f SEC D S AIM �'C c �-- " U ., FLOOR LOAD 4D . (SLEEPING AREAS AND ATTICS 30 PSF) � z ar Co� � z p --STEP FDN. WALL 2x6 FRAiiAING THROUGHOUT „ STEP FDN. WALL _ 10. CIRCULATING SE# VICE HOT WATER SYSTEM'S SHAl1 HAVE AUTt1MAl1C N Q a o V DOWN 3'-0" INTERIOR FACE OF FOUNDATION DBL. 9 1/2 DOWN 3'-0" , -- -� 00 OR ACCESSIBLE MANUAL CONTROLS. BEARING LENGTHS;. & FRAMING CONNECTORS TO BE 'SIZED TO DEVELOP FULL � ° a� � ` � I LVL HEADER , I Z r � WALL WITH R-19 INSULATION � STRENGTH OF ME RS. � � � C Z _ ---- + 11. ALL HEATING/COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUALS i +; > oa ¢ + i 2X10 FLOOR JOISTS i ; BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS. Z Q= r ° o i PROVIDE FIRESTOf�S ABOVE INTERIOR BEARING WALLS. V a o u�u� a� rn i i ® i6 O.C. + t + -� v o i ' N ' + °D b 12. ATTIC ACCESS PANEL TO HAVE GASKET SEAL AND INSULATION EQUAL ° N v I UTILITIES & STORAGE WOOD + ,t _I STD-- ALL RI RS & TREADS TO BE EQUAL t T c c, a 3 i ,, TO ROOF INSULATION 04.1 r7 m o a E 3'-5r 10'_3' BURNING i i - STAIRS TH MORE THAN 3 RISERS TO HAVE A HANDRAIL M w c� > E N (BOTH DES IF BOTH ARE OPEN) :c ' STOVE ' _ 13. WINDOWS TO MEET THE MINIMUM REQUIREMENT FOR AIR LEAKAGE WHICH IS 3 8'-4 " 8'-4 " 10'-2 " ----J i co - MAXI BALUSTER SPACING - SHALL NOT ALLOW THE 4.0 FAMILY ROOM < .3 CFM AND G5 FOR DOORS co i ; + i PASSA OF A 4 SPHERE I ' i ADJUSTABLE r- �- J WORK IS TO BE AS SHOWN i b ' 3/0 a - 14. MAKE UP AIR IS REQUIRED FOR A KITCHEN RANGE HOOD THAT IS > 400 CFM. - OPEN PLATFORMS OR PORCHES MORE THAN 30" A.F.F. OR A.F.G. NOTED AND IN ACCORDAN *'' ' N ' TEP FDN. WALL STEEL POST + h STEP FDN. WALL I a, TO HA GUARDRAILS. WITH MANUFACTURER ' DOWN 3'-C r----� W/24"x24"x12" r ----1 F- - l r----� DOWN 3'-0" cv t E + CONC. FOOTING + '`� i i + + �- I RECOMMENDATIONS, TRA HANDR L PROFILE TO HAVE GRIP SURFACE IN CONFORMANCE WITH n- ' = SECTION! 315.2 OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE. ASSOCIATION PUBLISH p »� L �- i-�I i + + i i i i t -a BEAM POCKET FOUNDATION REINFORCING NOTE: RECOMMENDATIONS (3) 16 ! SOIL TYPE PER SECTION 405.1 IS GROUP I, CLASSIFICATION GENERALLY ACCEPTED AlLOC (3) 9 1/2 N i " �' UP C 4 DEEP x WIDt z TH BASEMENT HANDRAIL TYPE I CONSTRUCTION INDUST t7 LVL BEAM DBL.—' _ i ; ( ; I I ! , : I + I + LVL BEAM �' I { SW. 8" FOUNDATION WALLS- MAXIMUM BACKFILL TO BE 8'-0" HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN PRACTICES. _ i ` SD OF BEAM ( DEPTH i _ ON 9'-0" WALL. ONE HORIZONTAL #4 CONT. REINFORCING BAR a� JOIST ; j ; i j i i i i i+ +-i (FLUSH) OF BEAM TYP. - +� OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 mm) AND +r� LINE OF � � _ `� IS REQUIRED AT THE UPPER AND LOWER 12" OF THE WALL STEPPED 2/8 - _ + + . " i ca ^' t NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS a 1 -0'} LINE OF- ' I ¢ AND ONE ® MIDSPAN OF WALL HEIGHT. 1 4 VERTICAL BAR # NOT CIRCULAR IT -SHALL HAVE A PERIMETER DIMENSION OF AT FOOTING LOAD BEARING WALL STEPPED 1 r' 48" O.C.. J"O ANCHORS 0 6'-O" MAX AND V-0" FROM LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6-1/4 >' + , 9 -11 6'-4 " WITH THICKENED SLAB FOOTING r � CORNERS MAX ® TOP OF FOUNDATION WALL DOWELS 0 INCHES 160 mm)' WITH A MAXIMUM CROSS SECTION DIMENSION Q, i _2X10 F' OOR '}ISTS I „ . „ " ( LOAD BEARING WALL ® 16" O.C. i 3 -G .:.C. INTO FOOTING. 8 x16 FOOTING WITH #4 BARS OF 2-1/4 INCHES (57 mm). + ►'� ;' I CONT. �____________ WITH THICKENED SLAB OD N ---- -� �- -i i DBL , i i MAIN STAIR HANDRAII TYPE 11 m m m °Q i ROOT CELLAR JOIST �i I I HANDRAILS WITH ' PERIMETER GREATER THAN 6-1/4 INCHES i ----------- + + i I i + + + ++ i ; V A ; i ' i i + I i I i i '' - -� _ C DBL. I (160 mm) SHALL ;PROVIDE A GRASPABLE FINGER RECESS AREA • ',,,,,� �j i i i i i i U JOIST LOAD BEARING WALL i REV o ON BOTH SIDES OE THE PROFILE. THE FINGER RECESS SHALL + I + + + t THICKENED IEWE� F BEGIN WsTHlN A DISTANCE WITH TH NED SLAB 1 _ I OR OF 3 4 INCH (19 mm MEASURED i I M i I r------LMIUMU -- ------------ --- f I ORGY CODE COMP A RTICALLY FROM; THE TALLEST PORTION OF THE PROFILE AND 00 a ' _ + - ---------- -- ---- ------------------ ------------- -------- ----------- ----- i --' —--_--- I LIANCE ow THIEVE A DEPTHI OF AT LEAST 5/16 INCH (8 mm) WITHIN LINE OF , > 7 8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. +� STEPPED �, ------------------------------------- -----, ---------------------------------- --------- + 2/8 a ma THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH M i i FOOTING ' ' 3j" i I 10 mm) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES 5'-0" l + I POST ANCHOR ? �45 mm) BELOW THE TALLEST PORTION OF THE PROFILE. THE t}..I 0 6'-4" 8" 16'-4" i i i i I I I MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL >"' + ' UNEXCAVATED + STORAGE BE 1-=1/d• INCHES (32 mm) TO A MAXIMUM OF 2-3/4 INCHES V ,, - (70 mm). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH i -- i i + .t --- - (0.25 mm). L---------------- -- ---- ..{ + GRADE t: ALL HANDRAILS ARE TO RETURN TO A WALL NEWELL P ------ ------------- � o ----- ---------- ------- ----i � j '; OR SAFETY TERMINAL. POST OWNERS OPTION TO USE + I I I ANCHOR BOLT SPRAY FOAM INSULATION w �;� ; ;� -- --------- ----- ----- --- -� I i I �'. s ` ' INTERIOR DOORS ----NOTICE• �; � OF EQUAL R VALUE LOAD BEARING - — - ' THROUGHOUT ENTIRE WALL d ; HOUSE , k@ detectors are required in bedrooms, r.� r� --# � `� # - BEDROOMS: SIN 2'-8"x6'-8" H.C. OR PANEL •- ----- --------- - - -- -- - Smo ,_ # . PAIR 2'-6"x6'-8" H.C. OR PANEL ,� �� _ s' ; F adjacent to bedrooms and on each floc o t + , o i LINE OF ! level including cellar or basemerttIN. 8 e CONC. ,< — " " -t ' STEPPED n tDR FOUNDATION a `'=_ =-' - FURNACE (WHERE REQ'D. FOR COMBUSTION AIR) 2-6 x6 -8 s...,..o...�„ _.. -� .-so--..,-,.�J N i M ' FOOTING 8 --- 11'-1 --- _._- _ _ _ __ __r _ All smoke detectors &carbon monoxide WALL. 0 LOUVERED DOORS. ` -4 + I ' " detectors shall be Interconnneeted with p 18-2 _ 13'-2' - battery backup and located on all levels. o BI-FOLD WIDTH TO SUIT OPENING x 6'-8" UNLESS NOTED OTHERWISE + ; �" _� ,� Carbon monoxide detectors are wired J + + Ut C q outs de sleeping areas and an all levels. m - GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED ' ALL WINDOW AND DOOR {� 'ted io NT DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE. 0 + HEADERS ARE TO 8E + rased on our,Imlted examination,comPfiace Z (~ , + with our comments shall not be construed as --- 4" CONIC. SL48 DOUBLE 2x10 S i FOUNDATION PLAN full compliance cel withatheSBu i nations are in ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY ' + ' 1/4" = V-0" New York State, 9 Codes of ' �,� 0 125 VOLT, 6 MIL. VAPOR RETARDER t SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN + :1 ARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE • ENTIRE BRANCH CIRCUIT. UNEXCAVATED L--r.-- i G °yi °,____ BELL BOTTOM + i cv CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED OF PIER TYP. y I W/BATTERY PACK-UP) - MAX DISTANCE BETWEEN CARBON MONOXIDE + i DROP FDN. WALL i - A .1 (OPTIONAL) -- DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0" 13" ® DOOR ' LOCATIONS ' ' =I`- -- SD SMOKE DETECTOR (HARD WIRED & INTERCONNECTED -- ------------- ----------- ------ ----------- -------- -- 6 TYPICAL T HICKENED TYPICAL POSTZPIER DETAIL w/BATTERY BACK-UP) 9,i 00 BASEMENT SLAB SECTION N.T.S. USE ENERGY SAVING LIGHT BULBS IN ALL LIGHT FIXTURES IS REQUIRED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY / ODE. 5'-8" 12'-0" 5'-8" I -vNI C F Q, I1�=I� 8 ,I F-y 4" CONC. SLAB BLOWER DOOR TE$T IS REQUIRED IN ACCORDANCE WITH NEW YORK STATE `� `'� ENERGY CODE. CONTRACT BETWEEN THE BUILDER AND TESTING AGENCY SHALL 8" 23'-4" 8" SILL PLATE TO SIT IN 1 1/2" FROM EDGE OF ��I��I��r y� ��f�E� � 6 MIL VAPOR RETARDER FOUNDATION WALL 70 ALLOW SHEATHING TO SIT S DEPT.T• BE SUBMITTED TQ THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE 24'-8" a�'fE.'=rJBC. ref: 6" COMP. FILL BUILDING PERMIT. FLAT WITH EDGE OF THE TOP OF FOUNDATION _ WALL Date,: Co z GRADE ENVELOPE ;COMPONENT PROVIDED Q ENERGY DATA / ~ ~ ~ °- 3 -0 MIN. ° a (4) #4 0 UPPER AND LOWER ft00F/COEILiNGLL R R�38-5 VA m N a a 1/4 DEPTH 2" MIN. ACAD\PATiEN\ENTYVISTLE\A- -1 O CAD NAME o w MAX. 1 6 DEPTH w o w x " o o MAXIMUM o N z - a 12" OF FOUNDATION WALL CONT p iD DEGREE DAYS: 7635 FLOOR R-30 I I i of^�o� _ SCALE , �. FLOOR AREA: 1,625 s ft. FOUNDATION WALL R-19 AS NOTED i MAX. 1/6 DEPTH + w 2" RIGID INSULATION— - o q' \ toy ' o I STORIES: 1 SLAB EDGE INSUL R-]4 a"0� 2 y GLAZING: 13� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY `� W GLAZING R-3.Q ° '1 AND IS IN RED INK. ONLY SEALS IN RED INK N � 1 4 DEPTH � ° 8" CONC. FOUNDATION HEATING: GAS OIL HOT AIR / � SHALL BE CONSIDERED TRUE ORIGINALS � fl. 1-'1 �� ENTRANCE DOORS R-3.0 MIN. 113 SPAN MIDDLE ] 3 OF 1 3 SPAN MAXIMUM 113 DEPTH HOLES 0O0O�O�dC EQ. E0 DRAWING TITLE MAXIMUM O0 OO O°O�C SPAN - NO NOTCHING END NOTCHING a � 0000o0o0oC� #4� BARS AT 38" O.C. A COPY OF THE ENERGY DATA INFORMATION SHALL FOU N D A TI O NOTCHING �� W;STD. 90' END HOOK N TLY e Or INTO FOOTING _ 00 D STRIBUTIONBE N PANEL INACCORDANCE WITHcS�ED ON OR IN THE oely PLAN NOTE IN GENERAL, NOTCHES & BORED HOLES OF THE DIMENSIONS & LOCATIONS SHOWN ARE PERMITTED. IN NO CASE ARE NOTCHES `,O�O�O°O� '`' , n -Q o_ o� i� , d„ 401.3 ON THE NEW YORK STATE ENERGY CODE. TO BE PLACED IN BOTH TOP AND BOTTOM EDGES IF THE NEAR SIDES OF SUCH NOTCHES ARE CLOSER THAN 12 INCHES * '-�!` (2) #4 CON LEGEND AN[ HORIZONTALLY; NOR ARE , E NEAR SIDES OF NOTCHES & BORED HOLES TO BE CLOSER THAN 12 INCHES HORIZONTALLY. 7 Ul TYP. STEPPED FOOTING DETAIL -� 4 2 ° 2 4 $ DETAILS °' W FC 77 TYPICAL JOIST NOTCHING & DRILLING DETAIL ] 2" = 1'-.0 --- -- >' F' .aL FROST WALL SECTION N o NO SCALE / 1� ` - fi --i�" N GRAPHIC SCALE DRAWING No. 1/4 = 'I LO A—