Loading...
HomeMy WebLinkAboutHighway Garage, Proposed I ! / c DRAWING INDEN ... ....... x T1 TITLE SHEET T 1 .10 EXISTING SITE PLAN i ST 1 .21 OVERALL SITE.PLAN. 100 SCALE 1; ST 1 .22 SITE PLAN 1 -40 ST 1 .23 STORM WATER TREATMENT Y ENTRANCE 20 .SCALE x !. . ST 1 .24 HIGHWAY C . . . .:<. HIGHWAY ENTRANCE 100 SCALE �„ ". . ; . .. ST 1 .25 HIG C iK ned € „•».. ��� ��uu s� ,� .,; ST 1 .26 WORK ZONE TRAFFIC CONTROL PLAN 100 SCALE omerST 1 .3 GRADING PLAN 100 SCALE f ST 2.1 SEPTIC DETAILS ST22 SC MI SITE DETAILS S[T ST 2.3 MISC SITE DETAILS �A .. _ T 2.4 MISC PAVING DETAILS :: S PREPARED BY : ; ' f E ROAD PROFILE/DETAILS � �§ j°� " ' ST 3.1 ACCESS O PLAN ST 4.1 EROSION CONTROL ST 421 STORM WATER DETAILS ,> ST 4.22 EROSION CONTROL DETAILS _ems ' A 1 .1 FLOOR PLAN r � - A 1 .2 MEZZANINE PLAN .....• ', .. f.:.f/(._...;. r A 2.1 A ELEVATION lrir� r .;. ,!! f ' ,; A 2.1B ELEVATION - - ' A3.., :, . :.. -;. ' _ 1 BUILDING SECTIONS / 1 INTERIOR ELEVATIONS RESOURCE SALT STORAGE STRUCTURES A 5.2 FUEL TANK STRUCTURE I ° F 1 .1 FOUNDATION PLAN/DETAILS ; , � P1 .1 PLUM BING PLAN f I M 1 .1 HVAC PLAN/EEQUIP,MENT CORTLAND, NEW YORK i "` .. M 1.2 RADIANT FLOOR LAYOUT.: M 2.1 HVAC SCHEMATICS E 1 .1 LIGHTING PLAN E 1 .2 POWER PLAN MATE: JANUARV 31 , 2011 �T 0 W-N 0 -F ENFIELD P.-R 0 p 0 s F-i D _H_ I- G _H_ TVA Y G_ _A_ _R_ A G E '/, `♦ APPROXIMATE LOCATION OF 1• \ ♦ (.REEK PER NOTE 1. GREPJ'� dIR \ Nor LOCATM AT THIS TIME ,• WA-TERS ♦ (REPUTED OWNER) FIR •' ua�� 7U / 324 / ♦y i i ♦s� ✓ y�i � � �i (>7 / / GUSt1 (REPUTED ER) 40P 40P O GUSIIINO 497421-0 % — o ' (REPUTED OWNER) j A Q 4 FIR �7421-001 / N 1 FIR FIR APPROXIMATE LOCATION OF CFM<, PER NOTE I. CREEK ?oo`,♦"v9 % AT THIS TIME I /ti e A ' �- N M sl•' 3/ 6 DIAZ 5 0 (REPUTED OWNER) z M °yea 2500 / 704 E I I I N TH h N I � ` wlo 2/ 26fr R16M OF Y FOR IN6RES5 & ss im y , PER L 747, P. 38 ♦ M 6 JI/SHINC� TBM1A ( J 4)�po4' I V�= '^/ EL=1071.38 / ul 418 TBM 08289 (RE' V' E OWNER) TBM REBAR WICAP _ \ \ — , / Q I O II REBAR WICAP EL=1073.25 _ \ , i C q9'7/� � 1 =�N ► 4✓42-1-001 REBAR w/cAP _ ��-- \ \ \ \ FIR W: Y 5�°551 �- ' FIR FIR\ \ M / O O I 1 1 /FIR - - - �� _�.a67°4846"E N_ 63.0 � 11 ` / ♦S os VALENTINO w ♦ g En - - (REPUTEDO�WNE z wLLI o W 11 FR I I % ' , �� \�\ \ , \ FIR \`\ �\ ' o \I ; \\ \\\ �_ 7 112 / mil/ /g ^ � � Z I I l MILE I 1 \ `� e I r I c \ \ roo \ MARKER r l r ( 1 1 \\ o \ �` \ �\ 1 , I 1 \ \ ♦ / Ur o o co 00 TB M r r ` �\ \\ �\ \ \ � \\\ 327 1 r I EL=1112.25 \ \ / / / 3601 � I REeaRwicAP � \\ \ \ \\\ \\\ ��\ \N,\ 1047 / / \ \ \ \ \ \ ' ' I \ \ \ Ld FIR 1 U \ \ �\ \ \\ �\ I.L.I O RE WICAPLLJ Q MONUMEN li ri�l , / \ `\ \ �\ `\ �\ \\ \'�� \ r c I I , I o ( I I i o a _ N, FO U N D n i ii �h \\ \ \ // I TBM �\ ax Aivp Pace/ 1 1 I 1 i a m p�I 2\ A H > REBAR WICAP \ o \ \ \ \ \ \ \ 'BM= \ 14.0 -02-2.8 .o \ \ \ \ \ \ REBBAa'w'I'Cn� \• ;I 1 M , ; I `-- `� \ \\ \ \\ \\ \\ \ �� \ \ 1 9.42WcreA f IIR EL=1072.73 REBAR WICAP f 1 ;ili+ I� I I ' I i ' IR IIII / r \ ` \ l r l I � • GONNORS` III �� 1 I 1 / ; / / < \\ \ `\ \ � �\ �� \ � \ \ \ \ \ l ► r 1 I l \ \ \ ' ` / ►i' 'N\ \ I ). / / ' / �. `. `\ \ \ �\ \ \ \ \ l / ! ' r l \ \ 1 (REPUTED OWNER) 00 CID 7 / I 1 ► ) ` ` �. , I I l ( ; I ► H I 1 I I 1 I I 1 / w \ I j 1111' /� ' I I 1 I ~ 1 I I / \ - 1 1 , j I I I ; 1 I 1 ' I `I j 1 1 / �� �/ � :.:. :• `\ I I 11�;'� " I � I ' I I i � ` I ' � I I ' I ' I I I ! ' 1 1 I � / � �•� �' \� I ' ''�Ii', I i � j � � `` �•',•' �� :•�.., \ � � ; ; + � ; i � � i I `I i it A \� � .r .... I, I'FIR ` �\ \ APPROXIMATE LOCATION OF _.. = 54��. Vy O I - • GREFIC PER NOTE I. GREEJ'C " 4Z4.7 NOT LOCATED AT THIS TI ,.._•. 1 1 1 ► o .: A9 ROXIMA ON OF .. . \ 1. C,6LMRT \'\. ; i / J ► \�\ N� ATEDN AT THIS TIME / x J " (REPUTED OWNER) r 1 749 / 113 GOL RT TBM ' CORNER (REPUTED OWNER) \ \ \ /� / °' MAW 9.GVRIAB A'Irli7 AT TAP Q!Mr LRm •\ 3�' '4e.. \ / �. \ a \ / c : �oc� \ > JOHNSTON (REPUTED OWNER) o ,v E-( %% 1 /• CC % �4 Jo oa� i i (REPUTED OWNER) ► , % DATE: 01.31.11 749 / 113 �.. SCALE: 1°=100' i s8je ( DRAWN: RWG.CAD Ij2 ?fad FIR JOB: 0809 1 :i SHEET: 5- 1 . 10 I KEYED NOTES sFIR 1 FUTURE NEW TOWN/COMMUNITY BLDG \ 2 PROPANE TANK. 3 NEW HIGHWAY GARAGE, 72'X 168',40' COLD STORAGE ALTERNATE 4 50'X 74'SALT STORAGE BUILDING, (SEE A / 5.2 FOR DETAILS) EC POWER AND LIGHTS z 5 AGGREGATE STOCKPILE AREAS 0 ,� �\ 6 RELOCATED FUEL STORAGE TANKS AND #A. 1d e DISPENSING,WITH SPILL CONTAINMENT — .0 �' \ PAD AND POST FRAME COVER, 8" (n CONCRETE PAD 15'X 30'W/6 X 6 2.9 WWF, _ EC POWER/LIGHTS m / \ 7 6'CHAIN LINK FENCE 8 (1)30'CANTILEVER MOTORIZED GATE,EC W / RUN WIRE CONDUIT AND POWER. GC CONTROL Qf RR SPIKE 9 HIGHWAY GARAGE PARKING LOT, OIL AND FIR - \ STONE.(FINAL SUBBASE AND PAVE B.O.) 10 MAIN ACCESS ROAD TO RT.327,24 0 DRIVING LANES,V SHOULDERS, o° ASPHALT PAVING,SEE DETAILS eR / / 11 STORM WATER TREATMENT SYSTEM o N r7 I d- FIR J >, 12 24"CPeP CULVERT(NYSDOT SCIPP ITEM z 706-12)&GALVANIZED END SECTIONS (NYSDOT ITEM 603.17) 13 REMOVE TREES AND BRUSH TO LINE a / INDICATED IN ST R.O.W AND SITE FOR N VISIBILITY. 14 SETTLING BASIN o 15 WATER QUALITY TREATMENT BASIN as 0 / 16 SALT SPREADER STORAGE RACK Y �fir �. 4f / BLDG (SEE A 5.1) i FIR / 17 STILLING BASIN/SEDIMENT TRAP Q w ¢ >- 18 WEIR --� z w o w W _ J Z 19 OUTLET MH CL � - /� FIR FIR s�io / 20 28'X 56' FILTER o o z i e `F / l 21 BY PASS WEIR EXTREME FLOOD" w c� W Q �. ,/ / 22 10,BYPASS CHANNEL 23 12"CPeP STORM DRAIN N i �" r°• / 24 2000 GAL HOLDING TANK, EC POWER FOR (/) y/ "a HIGH LEVEL ALARM 25 1500 GAL DUAL COMPARTMENT SEPTIC _f N 33 NON `� TANK 26 6"CURB, 5'CONIC SIDEWALKLu W 27 30'FLAGPOLE a s IT W /` 28 OVERHEAD ELECTRIC LINE po 29 OVERHEAD TO MAST AT BUILDING L1J > w h C REBMW P I ` . 3 Z Z 28 �I8 ' Elr^7082.88 9 ER 8AR -----��� bR®OWi"! ' Lo g 21g _ REE�RW d �e _ . FIR �`<FIR 30 STUB UPPNSIDE MIN 2AFFE WATER LINE OM WELL, O o M 00 �J F- lw=lo 0 52"55'l0/ s " o W Ns��4e4a-e d �.n 31 8 STEEL PIPE BOLLARD TYP. _ .� r U FIR .�+:_.— — a3.OT � b �, _ � o 32 8"THICK X20'CONC APRON AT OHD, w ¢ Z_ 13 w �/ .-— — — — 9 � — � _ \ #3 BAR(a�12"O.C.E.W. o � z R 3 `� 33 AREA FOR ONSITE BORROW FILL o a MILE "� @\ sag \e ' 34 TYP SILT FENCE LOCATION CL r m MARKER \ r E 1„2.A � \ 35 TYP STRAW OR ROCK CHECK DAM OR TECTION BAR WICAP �\ Qua_ INLET`\. .. 36 -TEMP CONSTRUCTION ENTRANCE 1047 R o b SS ` � '� 37 . POLE:W/NYSEG TRANSFORMER,TEL, , �'---s--- CABLE �/ \ pFIR I 38 EDGE OF DRIVEWAY SHOULDER � \ 40 S D TYPE A STOP INE39 RELOCATE NYS DOT URVE SIGN PER N S DOT `cto/ \. \ E<_ ." STD SHEET 685-01 AND DOUBLE YELLOW N 36 CID II 1 I ,�� 7 = _ — — "E W STD 4"LINES, MIN 50' 29a—. �� / 41 STOP SIGN PER NATIONAL MUTCD NYS I 10 g / __ — -- / SUPPLEMENT(SEE DETAIL SHEET) MONUMEN I ZH 1 m " — — — I / Tax Map Parcel `. / 42 EDGE OF DRIVEWAY DRIVE LANE FOUNDn — — -- _ — REW I _ — _ / 14.00-02-2.8 _' 43 EDGE OF EXIST HWY DRIVE LANE ^' 59.42Acres t I ' ai .... A 45 a a m - — — — — I °',g 44 EDGE OF EXIST HWY SHOULDER , °D FIR +tom _ _ _ —_ ——— 46 CENTERLINE PROPOSED DRIVEWAY ' 1 0 _ §;N 17 47 HEAVY DUTY SHOULDER TO EXTEND 50' ..::' �+ 37 (fFIR PRIOR TO PC OF DRIVE RADIUS TO 10' Co .... i 11 I PAST PT OF DRIVE RADIUS ON RT 327 'Z 35 27 l / 48 4"PVC @ a"/FT c •.'..: ' ♦ i W WELL 3 ► �, i SS SEPTIC SYSTEM \N 43 , � o .... 10 A M 45 , t3 oFIR 13 •'� "' �•s.� ',.., 5�',5-a� 1 � .... f•' N LEGEND .... A' _N ? �'` 6 ys"�•�./ ' - \\ / PROPOSED SEWER SS— �7 .... �. .3� \'.\ - ---_��� � % PROPOSED WATER W Z 3 ` — — a ..•• �• .._..� _ / PROPOSED STORM SEWER ST PROPOSED GAS G, N reM : O EL=,,,9z ♦• . PROP.OVHD ELEC./TEL. OVHD EL. W \ ! PROP.UDGRD.ELEC./TEL. EL P- .... N a"°rewla+w 'v�raw" elmae PROPOSED MANHOLE M�— .wll�r —.._.. HYD. PROP.FIRE HYDRANT ASSY. \ / / PROPOSED GATE VALVE —i G PROP. CATCH BASIN W/ RIM EL CBCsao.es ��\\ ♦ j �I PROPOSED CULVERT i �p EXISTING GRADE ----- -s ♦♦ �. y� PROPOSED GRADE0 \ i CENTER LINE / PROPERTY LINE PROPERTY LINE FENCE LINE ♦i ;' / SILT FENCE . \ ♦ �: ' DRAINAGE SWALE TOP OF CURB T.C. ./ BOTTOM OF CURB B.C. DATE: 01.31.11 /♦ /•� '/ SPOT ELEVATION + 400.0 SCALE: 1 -"_10Q, CURB � SIGN 1 SITE PLAN 100 SCALE �. DRAWN: Rwc.cAD T UTILITY POLE !f PP ��.._ ..� BACKHOE TEST PIT ■ TP S1.23 SCALE: 1"=100' s ji r. JOB.. 0809 U G ELECTIRIC PULL BOX ❑PB a ) SHEET: FIR LIGHT POLE LP UTILITY POLEW/ LIGHT ■ LPP S 1 1 . 2 1 i KEYED NOTES ' 1 FUTURE NEW TOWN/COMMUNITY BLDG ■ 2 PROPANE TANK. ■ 3 NEW HIGHWAY GARAGE,72'X 168', 40' ' COLD STORAGE ALTERNATE 4 50'X 74' SALT STORAGE BUILDING, (SEE A Z 5.2 FOR DETAILS) , EC POWER AND LIGHTS 5 AGGREGATE STOCKPILE AREAS 0 c ' - 6 RELOCATED FUEL STORAGE TANKS AND - ■ DISPENSING, WITH SPILL CONTAINMENT V) •� _ ■ PAD AND POST FRAME COVER, 8" - v CONCRETE PAD 15'X 30'W/6 X 6 2.9 WWF, > o W EC POWER/LIGHTS N ■ F.► 7 6' CHAIN LINK FENCE W W■ W 8 (1)30'CANTILEVER MOTORIZED GATE, EC RUN CONDUIT AND POWER. GC CONTROL �- W V ■ WIRE ■ C 9 HIGHWAY GARAGE PARKING LOT, OIL AND a� = STONE (FINAL SUBBASE AND PAVE B.O.) o 10 MAIN ACCESS ROAD TO RT 327, 24` ■ DRIVING LANES, 6' SHOULDERS, z ■ ASPHALT PAVING, SEE DETAILS ' 11 STORM WATER TREATMENT SYSTEM ■ 12 24"CPeP CULVERT(NYSDOT SCIPP ITEM ■ 706-12 )&GALVANIZED END SECTIONS (NYSDOT ITEM 603.17) M ' 13 REMOVE TREES AND BRUSH TO LINE ■ INDICATED IN ST R.O.W AND SITE FOR O ¢ �? ■ VISIBILITY. 16 14 SETTLING BASIN Y o � o �� •. 15 WATER QUALITY TREATMENT BASIN N E .�'�� 16 SALT SPREADER STORAGE RACK z o Z INV=108 .0 4 2055 1��. N 5?•�r••1 BLDG (SEE A 5.1) o o '�- •■� ,�7 17 STILLING BASIN/SEDIMENT TRAP w v W I a —' 67°48'46" E �.• 6 1 18 WEIR �• --- F I R .�'m�� •• 19 OUTLET MH �- _ __ _ ---- _ -- - - - 506:�� -- '`-..�.-■�....-��.�_.-.-..�-■ - ■ • '• 20 28'X 56' FILTER z 21 BY PASS WEIR EXTREME FLOOD /ffR- - , 22 10' BYPASS CHANNEL �y� e L 1 \ 23 12 CPeP STORM DRAIN o �A H '� I \ 24 2000 GAL HOLDING TANK, EC POWER FOR � Q/ HIGH LEVEL ALARM a t q/ / 9-A�a �� I \ 25 1500 GAL DUAL COMPARTMENT SEPTIC W 1r, 64.0 — \ TANK � Q w CL v, o \\ 26 6"CURB, 5' CONC SIDEWALK a �gig I \ 27 30' FLAGPOLE s I\ 25.7' 9 00 - \ 28 OVERHEAD ELECTRIC LINE w ¢ Z ' 6.0' -� I I i i i i \\ 29 OVERHEAD TO MAST AT BUILDING `"0 °- N 30 I \ R I i i I I I 30 1-1/2" HDPE WATER LINE FROM WELL, 0 9 a 4 �• i \ STUB UP INSIDE MIN 12 AFF. I •. •':, . . .•. g 1 I I I I I \ 31 8"STEEL PIPE BOLLARD TYP. .'. �a i I I I I 32 8"THICK X20' CONC APRON AT OHD, 10 50' .ml i i I i i #3 BAR @ 12"O.C.E.W. 31 —�— III i i I i i �\ 33 AREA FOR ONSITE BORROW FILL r ml • • - 34 TYP SILT FENCE LOCATION • :' II -===_ '-� 35 TYP STRAW OR ROCK CHECK DAM OR .. 3 -. INLET OUTLET PROTECTION -C .-._ .--- O � --, \ 36 TEMP CONSTRUCTION ENTRANCE CO 37 POLE: W/NYSEG TRANSFORMER,TEL, • ! .; 9/orb 5 CABLE /® m 38 EDGE OF DRIVEWAY SHOULDER 32 -I /� I I I I � \ 39 RELOCATE NYS DOT CURVE SIGN .., ::.. :• /¢ d A \ i i I I \ 40 STD TYPE A STOP LINE PER NYS DOT m . I \ I \ STD SHEET 685-01 AND DOUBLE YELLOW w ; 48 /�/ \ STD 4" LINES, MIN 50' ,. I \ 41 STOP SIGN -PER NATIONAL MUTCD NYS cop/� / \ _ P#2 \ SUPPLEMENT(SEE DETAIL SHEET) co i 42 EDGE OF DRIVEWAY DRIVE LANE o `'• �/ �� \ \ 43 EDGE OF EXIST HWY DRIVE LANE .:. 28 ,'':;::::=. / \ 44 EDGE OF EXIST_HWY SHOULDER M 6 \ Y \ _ 45 CENTERLINE EXIST HWY 2 / / / \ - -a 46 CENTERLINE PROPOSED DRIVEWAY •,. .;,.•�; /�/N a 0' 8 /. \ / 47 HEAVY DUTY SHOULDER TO EXTEND 50' .- a I PRIOR TO PC OF DRIVE RADIUS TO 10 z -`. /�/ 0 7 /�� \\ i PAST PT OF DRIVE RADIUS ON RT 327 29 I Q/ ��➢ ` : .ti : ..'., r. •—. — \ -� 48 4" PVC @T'/FT _ •0 ! _ — - -- --- - - - - f W WELL c I X_•_ _=--x --- -_ -- - _ --- $S SEPTIC SYSTEM - -- � ... t10 L E G E N D .... rn a� 32 CA PROPOSED SEWER SS- t� .... 104' 9 O 12 PROPOSED WATER W IN a- — - Ab $ i — - / � PROPOSED STORM SEWER ST d - • _ 7t50 =o — _ •Q. / j PROPOSED GAS G — — a rJO _ y_0 - / PROP.OVHD'ELEC.REL OVHD EL. z ... __ 6 O - -t StJO—_ - - - - -- - -- ---- - -- - - -- PROP.UDGRD.ELEC./TEL. EL O - _ SRO: _ 4t5 —- PROPOSED MANHOLE �MH 4±O - — J HYD. --- - � PROP.FIRE HYDRANT ASSY. w — —— — ———— — — — - PROPOSED GATE VALVE.• � Gr-V-- CB_ F — — 27 12 26 � PROP. CATCH BASIN W/ RIM Q. sso.es PROPOSED CULVERT )---. �' 25 0-4 EXISTING GRADE ----- — .�, PROPOSED GRADE � U 457 CENTER LINE — — —— O PROPERTY LINE — C .PROPERTY LINE FENCE UNE — SILT FENCE SITE PLAN GARAGE 40 SCALE DRAINAGE SWALE ' TOP OF CURB T.C. S 1.22 SCALE : 1"=40' BOTTOM of CURB B.C. DATE: SPOT ELEVATION + 400.0 CURB SCALE: 1"=40' SIGN T DRAWN: RWG.CAD UTILITY POLE PP f BACKHOE TEST PIT ■ TP JOB: 0809 U G ELECTIRIC PULL BOX PB LIGHT POLE LP SHEET: � UTILITY POLEW/LIGHT �-■ LPP S- 1 . 22 i i KEYED NOTES o; �? 4� S cn o� z N,N �♦ 1 FUTURE NEW TOWN/COMMUNITY BLDG p 2 PROPANE TANK. _ c o ♦ 3 NEW HIGHWAY GARAGE, 72'X 168', 40' n COLD STORAGE ALTERNATE • a��•� `♦ j 4 50'X74' SALT STORAGE BUILDING, (SEE A • ♦ 5.2 FOR DETAILS) , EC POWER AND LIGHTS > ` 5 AGGREGATE STOCKPILE AREAS w �� ♦♦ 6 RELOCATED FUEL STORAGE TANKS AND • ( DISPENSING,WITH SPILL CONTAINMENT ` PAD AND POST FRAME COVER, 8" CONCRETE PAD 15'X 30'W/6 X 6 2.9 WWF, �\ \\ ♦ EC POWER/LIGHTS ,_t ♦ / 7 6'CHAIN LINK FENCE o 8 (1)30'CANTILEVER MOTORIZED GATE, EC /� ,� ; \`� ; �♦ /; RUN CONDUIT AND POWER. GC CONTROL z° N WIRE �6 �' FIR i �� �� I FIR 9 HIGHWAY GARAGE PARKING LOT, OIL AND Silo��-9!• • 1' 229.9� ; ♦ STONE (FINAL SUBBASE AND PAVE B.O.) 520S, .woo* . \ F'' � `♦ , 10 MAIN ACCESS ROAD TO RT 327, 24' (-- N . N'.."3 O,' �, ; • St0 DRIVING LANES, 6' SHOULDERS, o • 6 j 1 S`O' ASPHALT PAVING, SEE DETAILS w � �� • 0� `.\ �.a �1 t' 1` �j♦a 11 STORM WATER TREATMENT SYSTEM a ■ ' �� I ; �� \ \ 1 •� 12 24"CPeP CULVERT(NYSDOT SCIPP ITEM _ — \�` i V ► l__ 706-12 )&GALVANIZED END SECTIONS o Z o (NYSDOT ITEM 603.17) Q ,� 3 � V J 13 REMOVE TREES AND BRUSH TO LINE LJJ um,z w o `Z'' 104.8' INDICATED IN ST R.O.W AND SITE FOR o W a \a I \ 1 \ VISIBILITY. F— c� % �� 14 SETTLING BASIN o �. e 20, 15 WATER QUALITY TREATMENT BASIN CIL, " I ---- � --- 16 SALT SPREADER STORAGE RACK W ---- , BLDG (SEE A 5.1)17 F— STILLING BASIN/SEDIMENT TRAP 18 WEIR Q 19 OUTLET MH Q 6.O 20 28'X 56' FILTER 1 1 I 1 21 BY PASS WEIR EXTREME FLOOD } •, 23 12"CPeP STORM DRAIN � � \ I \ \ I 1 I a 24 2000 GAL HOLDING TANK, EC POWER FOR � o z HIGH LEVEL ALARM 25 1500 GAL DUAL COMPARTMENT SEPTIC a M 26 6"CURB, 5'CONC SIDEWALK J. o 27 30' FLAGPOLE 18 i \`I 28 OVERHEAD ELECTRIC LINE 29 OVERHEAD TO MAST AT BUILDING I P#1 i 1 I `\ 30 1-1/2 HDPE WATER LINE FROM WELL, \\ STUB UP INSIDE MIN 12 AFF. I 1 I i 31 8" STEEL PIPE BOLLARD TYP. P#3 i i i i , \ \� W i i �`�` 32 8"THICK X20' CONC APRON AT OHD, #3 BAR @ 12" O.C.E.W. 33 AREA FOR ONSITE BORROW FILL 50 I �`� 34 TYP SILT FENCE LOCATION 35 TYP STRAW OR ROCK CHECK DAM OR INLET OUTLET PROTECTION 36 TEMP CONSTRUCTION ENTRANCE m < 37 POLE: W/NYSEG TRANSFORMER,TEL, M CABLE to 38 EDGE OF DRIVEWAY SHOULDER e 39 RELOCATE NYS DOT CURVE SIGN 1 i i i 17 /� �`�\ I 40 STD TYPE A STOP LINE PER NYS DOT ,.. `�� uj STD SHEET 685-01 AND DOUBLE YELLOW o 1COD STD4" LINES, MIN50' .... 41 STOP SIGN - PER NATIONAL MUTCD NYS ;° SUPPLEMENT(SEE DETAIL SHEET) ' 21 i 42 EDGE OF DRIVEWAY DRIVE LANE 43 EDGE OF EXIST HWY DRIVE LANE z It 17 0 \ 44 EDGE OF EXIST HWY SHOULDER b 45 CENTERLINE EXIST HWY 46 CENTERLINE PROPOSED DRIVEWAY 47 HEAVY DUTY SHOULDER TO EXTEND 50' PRIOR TO PC OF DRIVE RADIUS TO 10' PAST PT OF DRIVE RADIUS ON RT 327 48 4" PVC @ 1 FT i W WELL . . 22 i SS SEPTIC SYSTEM / ` 02 .•..•. , i W � i �� r, � it � � l\ \` \` `� .��••� �4 Y DATE: 01.31.11 �,' SCALE: 1"=40' 1 1 SITE PLAN STORM DRAINAGE �21 SCALE: 1"=40' DRAWN: R wc.caD 1 1 I i 1 i JOB: 0809 i, i i i ty 1 i I I ► SHEET: I � S- 1 . 2 r ;' ° � � A I ► ► � j I I I \\ ( 1 � I' ° 1 I ► l ! � I I I ! \ i ' KEYED NOTES = 1 FUTURE NEW TOWN/COMMUNITY BLDG p c i I ► II 1 / i i 2 PROPANE TANK. 3 NEW HIGHWAY GARAGE, 72'X 168',40' a COLD'STORAGE ALTERNATE 4 50'X 74'SALT STORAGE BUILDING, (SEE A - Ui ii ' i ► / '; R d, 1 .� 5.2 FOR DETAILS) , EC POWER AND LIGHTS -f 1 J 5 AGGREGATE STOCKPILE AREAS w i . �p \ 6 RELOCATED FUEL STORAGE TANKS AND ° i i �► v ' 1 ! \ DISPENSING,WITH SPILL CONTAINMENT PAD AND POST FRAME COVER, 8" r CONCRETE PAD 15'X 30'W/6 X 6 2.9 WWF, ' EC POWER/LIGHTS v � ; 11 ; �► � 1 I I 1 I � I i 7 6' CHAIN LINK FENCE .91i i 8 (1)30'CANTILEVER MOTORIZED GATE, EC 40 j \ 1 ' ; 6 N M d- 1 1 I l I \ • O 46 RUN CONDUIT AND POWER. GC CONTROL z �' \\ \ �� ; • I WIRE a __ 9 HIGHWAY GARAGE PARKING LOT, OIL AND STONE (FINAL SUBBASE AND PAVE B.O.) 10 MAIN ACCESS ROAD TO RT 327, 24 N ° I I ►rl 11 I\ \ -- i - - --- - � � I I --;-- _ __as DRIVING LANES, 6 SHOULDERS, � �wlMONUMENT ' ! ASPHALT PAVING, SEE DETAILS C) I 11 STORM WATER TREATMENT SYSTEM o 47 ; 12 24 CPeP CULVERT(NYSDOT SCIPP ITEM Y 706-12 )&GALVANIZED END SECTIONS LiJ � a o (NYSDOT ITEM 603.17) U ►w cn � � 13 REMOVE TREES AND BRUSH TO LINE Z w El z INDICATED IN ST R.O.W AND SITE FOR o o W Q 1 1 14 SETTLING BASIN o o . D- I I 15 WATER QUALITY TREATMENT BASIN �� I ■ , I I I I ; / ,, 0�� 16 SALT SPREADER STORAGE RACK z I , I I , , - ' I 0 N .}. BLDG (SEE A 5.1) I 0 f I / . I I --_ 00 Y, + _ _ _ 1 +50 17 STILLING BASIN/SEDIMENT TRAP \ I I I 50 t 1 , I I - _ 18 WEIR - ° t1 00 + F I R I o - _ _ 2+0 W 1 I I I ' -t- ► _ 1 0 / _ 19 OUTLET MH3: Ri i I t - - ////' % 2+ i i '; 20 28'X 56' FILTER = a I I ► 1 T _ I I I I ► 1 7-. r I 21 BY PASS WEIR EXTREME FLOOD Q W o f 22 10 BYPASS CHANNEL 3 °- an 23 12" CPeP STORM DRAIN00 24 2000 GAL HOLDING TANK, EC POWER FOR _ ckf HIGH LEVEL ALARM o I 25 1500 GAL DUAL COMPARTMENT SEPTIC N c� j I I 11 , I I I I 11 `^ I r O M +. ' I I O O \ TANK, 1 ® F- I I , r - t 26 6 CURB, 5 CONC SIDEWALK r I I 1 I I i r I 27 30' FLAGPOLE to 1 11 1 , 1 I I I ; 28 OVERHEAD ELECTRIC LINE ° , ► II I I I , I , I r I I ; 29 OVERHEAD TO MAST AT BUILDING 30 1-1/2" HDPE WATER LINE FROM WELL, 1 II 1 1 r AI I. 1 1 II I ' I I i n j STUB UP INSIDE MIN 12 AFF. 1 31 8 STEEL PIPE BOLLARD TYP. I I I r' , I I I , I � i � ; ; 33.0� r -fZ �; 32 8 THICK @X20 CONC APRON AT OHD, QQ #3 BAR 12"O.C.E.W. OI 38 33 AREA FOR ONSITE BORROW FILL ► , , I I I , Ir ; .` ; �1 34 TYP SILT FENCE LOCATION ' 11 .0 35 TYP STRAW OR ROCK CHECK DAM OR INLET OUTLET PROTECTION 36 TEMP CONSTRUCTION ENTRANCE w •'•'• III 1 � 37 POLE: W/NYSEG TRANSFORMER, TEL, ' r Q i I r J CABLE � 38 EDGE OF DRIVEWAY SHOULDER ` � I i r �. I ' N (b• 39 RELOCATE NYS DOT CURVE SIGN j i r r 40 STD TYPE A STOP LINE - PER NYS DOT .: f ►� 47 ;` r STD SHEET 685-01 AND DOUBLE YELLOW o ° I 1 1 ► V 1 I 1 / / ' " ' ' I STD 4 LINES,.MIN 50 � :•:•:• it 41 STOP'SIGN PER NATIONAL MUTCD NYS SUPPLEMENT(SEE DETAIL SHEET) 42 EDGE OF DRIVEWAY DRIVE LANE :• 43 43 EDGE OF EXIST HWY DRIVE LANE z ::.. 1 I 1 i �\ \ , I , ■ 44 EDGE OF EXIST HWY SHOULDER r O \\ \ r} i i 45 CENTERLINE EXIST HWY .:.. 1 I t I I i r \ \\ ► / / ; ' a 46 CENTERLINE PROPOSED DRIVEWAY 47 HEAVY DUTY SHOULDER TO EXTEND 50' PRIOR TO PC OF DRIVE RADIUS TO 10' PAST PT OF DRIVE RADIUS ON RT 327 48 4" PVC @-1"/FTW WELL ► r/ r S SEPTIC SYSTEM .. 44INA z \; I \ I t 1 1 r / ♦ , ► I I � I I I / r �/ rr � �� � ;1 � H r i � 45 DATE: 01.31.11 SCALE: 1 =20 DRAWN: RWG.CAD kc K*'2 HIGHWAY ENTRANCE GRADING PLAN HIGHWAY ENTRANCE LAYOUT PLAN ,Io6: osos S1.24 SCALE: 1"=20' S1.24 SCALE:; 1"=20' SHEET: S- 1 . 24 KEYED NOTES 1 FUTURE NEW TOWN/COMMUNITY BLDG 2 PROPANE TANK. 3 NEW HIGHWAY GARAGE,72'X 168', 40' COLD STORAGE ALTERNATE - 4 50'X 74'SALT_STORAGE BUILDING, (SEE A Z 5.2 FOR DETAILS) , EC POWER AND LIGHTS 5 AGGREGATE STOCKPILE AREAS c C�g23' 6 RELOCATED FUEL STORAGE TANKS AND 2 D`gCPN DISPENSING, WITH SPILL CONTAINMENT SITS PAD AND POST FRAME COVER, 8" - co CONCRETE PAD 15'X 30'W/6 X 6 2.9 WWF, > o EC POWER/LIGHTS j j 7 V CHAIN LINK FENCE w 435.3 %� 255.0 —_ rNTERE DrSTgNCE 771' � ,, MOTORIZED GATE EC � SECTION DI 8 (1)30 CANTILEVER f' ' EGTION DIST 55V i' TO O 198.8 ST 605 , RUN CONDUIT AND POWER. GC CONTROL IN FRS c Z WIRE _ p c o N Iv 9 HIGHWAY GARAGE PARKING LOT, OIL AND +; `----- ----- -- -- ------ rn -4 m m 00 / STONE(FINAL SUBBASE AND PAVE B.O.) o - y- --- Z m `\� 10 MAIN ACCESS ROAD TO 327, 24' ' SHOUL DRIVING n — ASPHALT PAVING,SEE DETAILS Z cal r� d �' 11 STORM WATER TREATMENT SYSTEM - --- ¢� _ = _ - �cs -- --- `� 12 24" CPeP CULVERT(NYSDOT SCIPP ITEM ,` , � � Z•� 706 12 )& GALVANIZED END SECTIONS NYSDOT ITEM 603.17 J " - �i 200�9ROW '--- 1 _ \�\ 13 REMOVE TREES AND BRUSH TO LINE o - -- 1 Z --- 00 - 51 INDICATED IN ST R.O.W AND SITE FOR Q a all 8 --- - sort p �s---s-ems 5.3' woie --- p U::. — 103^ ;-- '""s o , \ VISIBILITY. Y rn i-p ; S 14 SETTLING BASIN o z �- ----- �� � -------- � ' ' 15 WATER QUALITY TREATMENT$ASIN w BillW- - - v� �... 16 SALT SPREADER STORAGE RACK a Z w BLDG (SEE A 5.1) o o ----__ - 17 STILLING BASIN/SEDIMENT TRAP }— W 18 WEIR Q P 0 0orT ' — �� ', � 19 . OUTLET MH � �--• �-- .- \ 20 28'X 56' FILTER w 21 BY PASS WEIR EXTREME FLOOD aoo u 22 10' BYPASS CHANNEL � 6 �- i ��`� �'�� �\`\� \ t-z N., s ; 23 12"CPeP STORM DRAIN --- ► - / / i-� �. I \ �, - ` 24 2000 GAL HOLDING TANK,EC POWER FOR cp HIGH LEVEL ALARM SiI Fn 25 1500 GAL DUAL COMPARTMENT SEPTIC p <D TANK f-- 9 nw- 26 6"CURB, 5' CONC SIDEWALK „� O Go ENTRANCE PLAN 100 SCALE 27 30' FLAGPOLE = Y } 28 OVERHEAD ELECTRIC LINE 0 , ,< Z �11 SCALE: 1''=100' 29 OVERHEAD TO MAST AT BUILDING En 0 °- N d c� NYSDOT STANDARD GENERAL PLAN NOTES 30 1-1/2"'HOPE WATER LINE FROM WELL, W F-- a STUB UP INSIDE MIN 12 AFF. Of 31 8" STEEL PIPE BOLLARD TYP. 1. No signs shall be removed from the State Right- of- Way � 32 8"THICK X20' CONC APRON AT OHO, #3 BAR @ 12" O C E.W. 2. The Roadway shall be kept clean of mud and debris at all times. 33 AREA FOR ONSITE BORROW FILL 34 TYP SILT FENCE LOCATION 3. Roadside drainage shall be maintained at all times. �I 35 TYP STRAW OR ROCK CHECK DAM OR INLET OUTLET PROTECTION 36 TEMP CONSTRUCTION ENTRANCE 4. Materials, equipment and vehicles shall not to be stored or parked within the New York State 37 POLE: W/NYSEG TRANSFORMER,TEL, Right-of-Way. CABLE 38 EDGE OF DRIVEWAY SHOULDER 39 RELOCATE NYS DOT CURVE SIGN 5. Word Zone Traffic Control shall comply with the 2009 edition of the National Manual on Uniform Traffic Su 40 STD TYPE A STOP LINE -PER NYS DOT CQ Control Devices for Streets and Highways and the New York State Supplement,, and shall be in STD SHEET 685-01 AND DOUBLE YELLOW eO h NYSDOT contract or Highway Work Permit documents and as deeded necessary by w accordance with the g y �. .....:: STD 4" LINES, MIN 50' the NYS Engineer in Charge. 41 STOP SIGN - PER NATIONAL MUTCD NYS .... SUPPLEMENT(SEE DETAIL SHEET) c m • r at Cortland!Tompkins 42 EDGE OF DRIVEWAY DRIVE LANE 6. Notify the New York State Department of Transportations resident engines p 607 -756-7072 three working days prior to working within the state Right-of-Way. 43 EDGE OF EXIST HWY DRIVE LANE Residency ( ) 9 Y P •• 44 EDGE OF EXIST- HWY SHOULDER 45 CENTERLINE EXIST HWY a ...:• Y P digging,7. Notify Dig Safely New York three workingdays prior to di in , drilling or blasting at 1-800-962-7962 for 46 CENTERLINE PROPOSED DRIVEWAY 47 HEAVY DUTY SHOULDER TO EXTEND 50' t ;:•::• a utility stake-out. PRIOR TO PC OF DRIVE RADIUS TO 10' z PAST PT OF DRIVE RADIUS ON RT 327 b 8. All work contemplated and materials used within the NYS State Right-of-Way shall be covered by and in ... 48 4" PVC @ '-a"/FT conformity with the NYS Department of Transpiration May 1, 2008 specifications book and any W WELL � ...: subsequent addenda along with any appropriate current NYS Department of Transportation Standard SS SEPTIC SYSTEM Sheets except as modified b these plans and in the itemized proposal. P Y P � L E G E N D 9. Quality control of asphalt concrete shall meet the requirements of section 402 of the standard PROPOSED SEWER specifications. Asphalt course depths shown on the plans are compacted depths. p P PROPOSED WATER W PROPOSED STORM SEWER ST approval is given b the Department. Additional work zone traffic PROPOSED GAS G 10. No night work shall be allowed unless appro g y p control will be required including the addition of reflective materials and lighting. PROP.OVHDELEEC.rr. o�lloE�. z q 9 -PROP.UDGRD.ELEC.lfEL. EL CQ � • PROPOSED MANHOLE MH ifi tion - the Permittee accepts the Right-of-Way of the state highway in its' as is to not ification ca Y HYb. was 9 1 1. Haz ardous P Y. PROP.FIRE HYDRANT ASS condition. The Department of Transportation makes no representation as to the absence of underground W tanks structures, features or similar impediments to the completion of the work permitted hereunder. PROPOSED GATE,VALVE ..G" E­4 underground impediments to its work, the Department of GB- previously unknown f•nd someP r ittee i Sh Should em9 p yPROP. CATCH BASIN W/ RIM EL. " P 390.85 Transportation shall have no obligation to cure, remove, remedy or otherwise deal with such previously t0 remove _ _ I PROPOSED CULVERT ----�� 0-4 unknown underground impediments. The Department will permit the permittee modify Or EXISTING GRADE - --s - otherwise deal with such underground tanks, structures, features or impediments if such is done in a PROPOSED GRADE manner which meets acceptable engineering practice and is pre-approved by the Department of CENTER LINE -- O Transportation. Should permittee determine that such unforseen underground impediments render PROPERTY LINE _ _ 's work as authorized b this permit unfeasible, permittee shall have the option of restoring the PROPERTY LINE Y P FENCE uNE � highway to its original condition and not performing such work. SILT FENCE —'•-S•—_� . DRAINAGE SWALE 12. Open cutting of the roadway shall not be allowed unless permission is granted in writing by the regional P 9 TOP OF CURB T.C. Traffic Engineer. BOTTOM OF CURB B.C. DATE; 01.31.11 SPOT ELEVATION + 400.0 " SCALE: 1 =100 CURB SIGN : DRAWN: RWG.CAD UTILITY POLE PP BACKHOE TEST PIT TP JOB: 0$09 U G ELECTIRIC PULL BOX El PB SHEET: LIGHT POLE �■ LP UTILITY POLEW/ LIGHT S 1 1 . 2 5 LPP - KEYED NOTES 1 FUTURE NEW TOWN/COMMUNITY BLDG MPT PLAN BASED ON SHOULDER CLOSURE 2 - LANE 2 -WAY, NYSDOT STANDARD SHEET 619-20. 2 PROPANE TANK. REFER TO STANDARD SHEET FOR ADDITIONAL NOTES. REFER TO STANDARD.SHEET 619-11 FOR 3 NEW HIGHWAY GARAGE,72'X 168', 40' COLD STORAGE ALTERNATE TAPERS AND DISTANCES.MPT BASED ON MAINTAINING 1 V CLEAR TRAVEL LANE IN EACH DIRECTION.. IF THIS IS NOT POSSIBLE 4 50'X 74' SALT STORAGE BUILDING, (SEE A Z5. EC POWER AND LIGHTS 0 USE NYSDOT 619-60 FOR SHORT TERM FLAGGING OPERATION. A FOR DETAILS) , 5 AGGREGATE STOCKPILE AREAS C 6 RELOCATED FUEL STORAGE TANKS AND _ 2 DISPENSING, WITH SPILL CONTAINMENT to -° PAD AND POST FRAME COVER, 8" _ N / CONCRETE PAD 15'X 30'W/6 X 6 2.9 WWF, > o EC POWER/LIGHTS i 7 V CHAIN LINK FENCE Lj 8 (1)30'CANTILEVER MOTORIZED GATE, EC RUN CONDUIT AND POWER. GC CONTROL CHANNELIZING 100. WIRE DEVICES z 9 HIGHWAY GARAGE PARKING LOT, OIL AND a; 00'MqX / �`. STONE (FINAL SUBBASE AND PAVE B.O.) o° `.\ 10 MAIN ACCESS ROAD TO RT 327, 24' ` DRIVING LANES, 6 SHOULDERS, o cV r) ASPHALT PAVING, SEE DETAILS Z 11 STORM WATER TREATMENT SYSTEM b„ t °59• a '"" — p 12 24" CPeP CULVERT(NYSDOT SCIPP ITEM joy Moy� tN ��� I poi°4s. z 706-12 )&GALVANIZED END SECTIONS _0 N • e++wy -(PQ 9 :. nrs""��u t�` (NYSDOT ITEM 603.17) o Row - - 13 REMOVE TREES AND BRUSH TO LINE o �� 5 o INDICATED IN ST R.O.W AND SITE FOR a CO p PACE 49 I r9 VISIBILITY. o� Y UFEE I Ro� 14 SETTLING BASIN z END TAPER (CHANNEL ING DEVICES) U o I `�� j 15 WATER QUALITY TREATMENT BASIN �g END APER (CHANNELIZING DEVICES) !6 �� 't`; 16 SALT SPREADER STORAGE RACK U WCn CW2 z BLDG (SEE A 5.1) U_ W pp WORK ZONE t r — o W• w � 17 STILLING BASIN/SEDIMENT TRAP L i �? v W m / LL_18 WEIR on a tiff 6 OUTLET o cc) 19 OUTLE , Q - +o t;� b a I 20 '28'X 56' FILTER In-, r�i L J 21 BY PASS WEIR EXTREME FLOOD 22 10 BYPASS CHANNEL a m _ 23 12" CPeP STORM DRAIN 24 2000 GAL HOLDING TANK, EC POWER FOR w a _ 4 HIGH LEVEL ALARM Z Ce I� run O I 25 1500 GAL DUAL COMPARTMENT SEPTIC of TANK N } a o L 26 6"CURB, 5' CONC SIDEWALK 00 CL 1 WORK ZONE TRAFFIC CONTROL. PLAN 27 30- FLAGPOLE Zs OVERHEAD ELECTRIC LINE � W -cc S1. SCAL E: 1 -100 29 OVERHEAD TO MAST AT BUILDING O o o.. N d 30 1-1/2" HDPE WATER LINE FROM WELL, o ' ' a STUB UP INSIDE MIN 12 AFF. a I C Notes. Work Zone Traffic Control o i 31 8" STEEL PIPE BOLLARD TYP. 32 8"THICK X20'CONC APRON AT OHD, 1. The Permittee shall be aware that Work Zone Traffic Control is a very critical item of the permit and shall be provided in #3 BAR @ 12"O.C.E.W. accordance with Section 619 "Work Zone Traffic Control"of the Standard Specifications, the 2009 edition of the National 33 AREA FOR ONSITE BORROW FILL i Manual on Uniform Traffic Control Devices for Streets and Highways and the New York State Supplement. The Permittee shall 34 TYP SILT FENCE LOCATION be responsible for Work Zone Traffic Control at all times for the duration of the permitted work. 35 TYP STRAW OR ROCK CHECK DAM OR INLET OUTLET PROTECTION Y q 9 9 9 P prevailing 36 TEMP CONSTRUCTION ENTRANCE 2. Actual field conditions may require other signs and other arrangements of signs. Distances shall be adapted to revailin conditions. Signs shall be located to provide optimum visibility. Signs that are not applicable shall be covered or obscured from 37 POLE: W/NYSEG TRANSFORMER, TEL, sight. All sign numbers refer to the 2009 edition of the National Manual on Uniform Traffic Control Devices for Streets and CABLE g P P Y 9 PP I Highways and the New York State Supplement. 38 EDGE OF DRIVEWAY SHOULDER 39 RELOCATE NYS DOT CURVE SIGN 3. Pedestrian accommodations shall be maintained for the duration of the proposed work.Any disturbed areas within the State 40 STD TYPE A STOP LINE -PER NYS DOT :.:. :. adequately P P P STD SHEET 685-01 AND DOUBLE YELLOW CM Right-of-Wayshall be ade uatel fenced to prevent pedestrian access when the contractors operations are shut down. � �!, STD 4" LINES, MIN 50' �, •• c� 4. No lane or shoulder closures shall be permitted between the hours of 7:00 am until 9:00 am and between the hours of 4:00 pm 41 STOP SIGN - PER NATIONAL MUTCD NYS until 6:00 pm. SUPPLEMENT(SEE DETAIL SHEET) 42 EDGE OF DRIVEWAY DRIVE LANE i i State Right-of-Way before work begins or after 43 EDGE OF EXIST HWY DRIVE LANE 5. Materials, equipment and vehicles shall not be stored or parked within the g y g o .. contractor's operations are shut down. Staging areas outside the right-of-way shall be used to stockpile all construction 44 EDGE OF EXIST HWY SHOULDER 45 CENTERLINE EXIST HWY materials. 46 CENTERLINE PROPOSED DRIVEWAY During working hours, no construction material may be stored or placed onthe roadway or roadbed except within a protected 47 HEAVY DUTY SHOULDER TO EXTEND 50 work area. PRIOR TO PC OF DRIVE RADIUS TO 10' z PAST PT OF DRIVE RADIUS ON RT 327 6. Vehicles belonging to the permittee or workers shall not be parked within 30 feet of the edge of pavement along a roadway 48 4"PVC @ "/FT being used by the general public, unless they are parked within a protected work area. W WELL SS SEPTIC SYSTEM U ....: During non-working hours, construction equipment and materials shall not be stored within 30 feet of the edge of pavement. L E G E N D 7. W20-7A"Flagger" signs shall be used whenever flagging occurs for more that a brief period of time. The signs shall be .q promptly removed, covered,or faced away from traffic when the flagging operation ceases. PROPOSED SEWER ss- PROPOSED WATER W U .... All flagging Stations and lane closures should be located to ensure maximum Visibility. PROPOSED STORM SEWER ST PROPOSED GAS G p leftovernight within 30 feet of the edge of pavement. Drop-offs less than six PROP.OVHD ELEC.JTEL. ovHo EL. z 8. No drop-off greater than six Inches shall bee g p p r. 02 inches will be permitted if proper delineation and signing is provided, and prior permission is ranted in writing b a PROP.uDCRD.ELEC./TEL. EL p P P 9 g P P P 9 9 Y MH .... representative of the Department. A drop-off is considered eliminated if tapered away by a 1 on 6 slope or flatter. PROPOSED MANHOLE HYD. PROP.FIRE HYDRANTAssx. 9. Care shall be taken to insure that no damage occurs to the existing pavement/shoulder/curb areas as a result of construction W equipment movement. GV �PROPOSED GATE VALVE PROP. CATCH BASIN W/ RIM EL CB - 390.85 p Y P PP Y 9 P P PROPOSED CULVERT 10. The ermittee may submit revisions to this Ian for royal, but an change that alters the basic concepts of the Ian must be approved by the Regional Director or his designee. _ _S - ~ EXISTING GRADE.: --- PROPOSED GRADE l CENTER LINE March 2009 PROPERTY LINE - 1 PROPERTY LINE - FENCE LINE — SILT FENCE —•-8•— &- — DRAINAGE SWALE r ' TOP OF CURB T.G. BorroM of cuRe B.C. DATE: 01.31.11 SPOT ELEVATION + 400.0 " , CURB SCALE: 1 =100 s1cN -V_ DRAWN: RWG.CAD UTILITY POLE Pp BACKHOE TEST PIT ■ TP JOB: 0809 U G ELECTIRIC PULL BOX PB SHEET: LIGHT POLE LP UTILITY POLEW/ LIGHT ■ LPP S 1 1 . 2 6 FIR dFIR APPROXIMATE LOCATION OF \ CREEK PER NOTE I. CREEK NOT LOCATED AT THIS TIME ,. ' WALTERs j (REPU I E OWNER)I VER) FIR' / P e ' Z ss°?moo GUsHI e7 ?� o %. / / GUsHIN6 (REFUTED ER) 4497421-0 ' ' REPUTED OWNER) '/' a FIR 49742-1-001 `� / i/ — N / 66V j w \ ^, •— • .— FIR S / /'/ �J I ► ey o�° FIR •• APPROXIMATE L �TION OFCPZEK PER t0. e ' 1 � , ATED AT THIS TIME I ' *— NMt PIAZ lzi It M I 0 (REPUTED OWNER) '4 2500 / 704 2OFT RlehT OF Y N FOR INWZ55 & I I h m i PER L. 747, P. 38 • o 28 I ; ^;g I GUsHIN6 �p z g 1 g (REPUTED OWNER) - INV_ ��7�2-00 U 1 I I - �J ! KEYED NOTES Z I t I � FIR / \ W 1 FIR LL N ' FIR N 67'48 E �' `4j Z W p W 13 ; _ 6 \ , p VA-ENTINO Q W U J Z 3. ( ` `� (REPUTED OWNER � w II FR W , �� I I o �-'�r, ) 1 FUTURE NEW TOWN/COMMUNITY BLDG o o z Q ► 66°° ` ` i I / t \ t ro � ` `: 712 � 2 PROPANE TANK. 00 a 3 NEW HIGHWAY GARAGE, 72'X 168', 40' CD o o i i►/ t \ \� \ t ) i ► 4 f t k �� �� i I t __--_- `, COLD STORAGE ALTERNATE I ; 4 50'X 74'SALT STORAGE BUILDING, (SEE A 5.2 FOR DETAILS) , EC POWER► , , � t 1 � / • I � � ' � ,` / 5 AGGREGATE STOCKPILE AREASND LIGHTS � I , t ) , . \ 1 ► 1 l� tt �1 ► I r S 6 RELOCATED FUEL STORAGEL`' TANKS AND C� < I . DISPENSING, WITH SPILL CONTAINMENT I / � ►� � 1 \\ � \ �, ( \ tt tl ` \\ T \ `\ °� � \ O � ' � i \ t t` \� i FIR PAD AND POST FRAME COVER, 8 } � o / ► , \ \ I /, CONCRETE PAD 15 X 30 W/6 X 6 2.9 WWF, a a 36 I ►r I \ / /��/C `\ tt \ \` q\ EC POWER/LIGHTS _ % , 7 V CHAIN LINK FENCE = x } 8 (1)30, CANTILEVER MOTORIZED GATE, EC W Z p ►► ►IdI I I � / \ \ \ \ e \\►Iii Nii ry I '\ (I ' ry � / cn NRUN CONDUIT AND POWER. GC CONTROL ao- Ca-;,o28 WIRE 0 , 1 uvi { 9 HIGHWAY GARAGE PARKING LOT, OIL AND STONE (FINAL SUBBASE AND PAVE B.O.) _ \ \ �� - - - \ \ i i 'I j �� , t \.• =``i 10 MAIN ACCESS ROAD TO RT 327, 24- I ou DRIVING LANES, 6' SHOULDERS, ASPHALT PAVING SEE DETAILS - , i tt \ ►/ 1 i i I / ' tl `� `� `\ 1 �� 11 STORM WATER TREATMENT SYSTEM III► 7 i t� t' i 37 i I I i �\ \ 1 i 1 i / I 12 24" CPeP CULVERT (NYSDOT SCIPP ITEM III Z ► / / % 1 I 1 \ t 1 1 ► 1 , /FIR 706-12 )& GALVANIZED END SECTIONS III � � / / � \ � � � L `. 1 � t � t t � ► i ► , I I 1 i i (NYSDOT ITEM 603.17) \ t ► ► ► I ` 13 REMOVE TREES AND BRUSH TO LINE � \ \ \ � � t t \ tt i i i i i I \ �. 4, ' \ \ \ \ t \ ► ► , \ ` / GONNORs INDICATED IN ST R.O.W AND SITE FOR t \ . \ \ `1I I t tt t , ' 1I iI II I/ I I I I I ` I ` �l `♦ 7 `. U(REPTE P OWNER) VISIBILITY. N ?0po 14 SETTLING B ASINS 44 15WATER QUALITY TREATMENT BASIN co`44xt ,, I \ � I I I � ► I ` •...fill I I Io 1 3I ► I I I I I , , i � 16 SALT SPREADER STORAGE RACK El- ,M,11i1 5 11 BLDG SEE A 5.1 BASIN/SEDIMENTSTILLING TRAP o co 18 WEIR 17 ....... 4. ' \t I i 1�� 1� ; I I ` � , I I i I , ► ► ► I i ► t 19 OUTLET MH .... I I IIFIR l APPROXIMATE LOCATION OF - - - 55aei5'1"- - �� `� •s. ' i ► ; ( ► P 20 28 X 56 FILTER CREEK PER NOTE - - .. �� - - aZa.� / ► ► ► ► ► ,1 \• 21 BY PASS WEIR EXTREME FLOOD .... tit; NOT LOCATED AT .THIS T� -:�� - i i i I ► � I i y r II I o .. �tttt Z 1 - - ► ► 1 I I o ; I 22 10 BYPASS CHANNEL :. i�\ N I -.� s�: i i I ► I ► i / �` 23 12" CPeP STORM DRAIN ► t >_ GOL�ERT . / J I 24 2000 GAL HOLDING TANK, EC POWER FOR z , APPROXIMA GF ► „ ao , 1 e3 . • I i 1 GRFEK NOTE L. HIGH LEVEL ALARM t A�1 sua.21 / / REFUTER OWNER �. / / , t �� ( ) •... -. , ,�J � I Nor Arm AT mIs rlMe / 25 � •:•:•:•: 00 GAL DUAL COMPARTMENT SEPTIC.. 1 749 / I13 . i i ✓� J J i TANK 1 GOLf5ERT `.. -.._ / , / ,i /` / 26 6" CURB, 5' CONC SIDEWALK ` :/' 27 30' FLAGPOLE 749 113 ELECTRIC LINE (REPUTED OWNER) `••� `� , / \t ; � � �� ��/ `' � 28 ' OVERHEAD ELE � ...: - �. s t / v� .... ,� .... I t •` � �'�8464 � � I �` � 29 OVERHEAD TO MAST AT BUILDING � .... 30 1-1/2" HDPE WATER LINE FROM WELL, LEGEND ` STUB UP INSIDE MIN 12 AFF. v `` d t �.� 31 8" STEEL PIPE BOLLARD TYP.1 ® .... 32 8"THICK X20' CONC APRON AT OHD o E1P EOUIp IRON rwc �Q .. z � FOUND r+oN ROD �1V�.,Qoa \ t I � I ' " .: sEr�,ROD ONN �HOLE �t et5 a. tt ` \ I I . #3 BAR @ 12 O.C.E.W. Q ar, s�NlvEr'NNI NDIE f ocq DNLJIY aD� \�� i 33 AREA FOR ONSITE BORROW FILL oa 00�rE � �� `\\ / JOHNSTON 34 TYP SILT FENCE LOCATION ow ,w,Ea,awvE +LPw ` \\% /J o (REPUTEP OWNER) 35 TYP STRAW OR ROCK CHECK DAM OR INLET OUTLET PROTECTION W OEM EUMM IklE1t. sN,N , ,�/� 49 / 51S +„e DNN DR1DE o PLET °�a�^ 36 TEMP CONSTRUCTION ENTRANCE y TRAFM UK 37 POLE: W/ NYSEG TRANSFORMER, TEL, _ ,pmm LIM i FUCE am� CABLE WINES ( , / 38 EDGE OF DRIVEWAY SHOULDER _ - _ —w-c oym U. y ;. ' - gem OF wDDOB :, `�s ; RELOCATE NYS DOT CURVE SIGN U .1, -s UK 40 STD TYPE A STOP LINE - PER NYS DOT STD SHEET 685-01 AND DOUBLE YELLOW l� 1 STD 4" LINES, MIN 50' 41 STOP SIGN - PER NATIONAL MUTCD NYS 1 / SUPPLEMENT (SEE DETAIL SHEET) 42 EDGE OF DRIVEWAY DRIVE LANE 43 EDGE OF EXIST HWY DRIVE LANE 6OI-15ERT �/ / 44 EDGE OF EXIST HWY SHOULDER DATE: 01.31.11 (REPUTED OWNER) i 45 CENTERLINE EXIST HWY; " ' 749 / 113 i % / / 46 CENTERLINE PROPOSED DRIVEWAY SCALE: 1 =100 i 47 HEAVY DUTY SHOULDER TO EXTEND 50' DRAWN: RWG.CAD PRIOR TO PC OF DRIVE RADIUS TO 10' PAST PT OF DRIVE RADIUS ON RT 327 JOB: 0809 ,R 48 4" PVC @ 4"/FT SHEET: •t W WELL SS SEPTIC SYSTEM I NOTES: 1. DO NOT INSTALL TRENCHES IN WET SOIL. 2. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL. 3. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 180'+/- z Z EARTH g _ BACKFILL FILL UNTREATED BUILDING C Iw- MCA o O O O PAPER OR STRAW 0 O DISTRIBUTION BOX — o �J DISTRIBUTOR PIPE DISTRIBUTOR PIPE SLOPE PIPE z 4"MIN.INSIDE DIA. PERFORATION 4"MIN.INSIDE DIA. 1/16"TO 1/32"PER FT. w z o OQO IN PIPE v U N O Z O= o O O O 0 000 CRUSHED STONE 0 0 o PERFORATED `DISTRIBUTOR °w p O 0 p o p Og O WASHED GRAVEL _ NON PERFORATED PIPE N Ld 3/4"TO 1 1/2" Z w06 & 0 O� O tf) Q z / / / / / IMPORTED PERCOLATION RATE REDUCTION FILL U iv / / / / / / / 10-30 MIN/IN IF REQ'D a N / / 20'MIN 20'MIN 2.5'MIN CIDL�2,61VII'N Zp r 04 z I � `v 0 m ¢ 00 7L 24" ¢ Q Y Lu Z W W g 0 x x (f Lam, U) �- _ w Z —� zw � 3 - Lu w_ z 9 TYP DISTRIBUTION TRENCH M N Z LZ - S2.1 SCALE: NOT TO SCALE N Q Z 20"- 24" _ ACCESS OPN'G. N 9 (OR AS REQ'D.) UJI CAST IN PLASTIC 100% EXPANSION (FUTURE) I— LD PIPE SEALS r I� II II �I li OUTLET 'I li it I' W LLJ • I� !I II 11 !i I; w _.� I . I Q a o: 3"CAST IN `, ZABEL FILTER > CL _ w .a BAFFLE I ' GAS DEFLECTOR (TAPERED) -e r INLET O a- r- Q 9" QL ri 0 M 18" 2 3 VOL 1 3 VOL a O Of 3 ABSORPTION FIELD LAYOUT PLAN VIEW FRAME AND COVER S2.1 SCALE: FRAME 24"DIAMETER LE: NOT TO SCALE 20"-24" ACCESS OPN'G. 2 1/2" (TYP.)•�• PRECAST CONC.COLLARS "ZABEL"A-100 8 X 26 FILTER INLET - d OUTLET O FLOW LINE _C— 24" N LLJ " OPENING R (FULL WIDTH) w LL o SECTION VIEW ko ­4 . $ 1500 G SEPTIC TANK, 2 COMPARTMENT z S2.1 SCALE: NOT TO SCALE NOTE: ; TYP.SIZE FORA SURFACE RESTORATION 1T 4"VALVE BOX PAYMENT LIMITS TOPSOIL 8 SEED 1"-3"CLEAR. BARS (DIAG.) 0 OUTLET ? + DISTURBED AREA 1" 24"CLEAR OPENING I I U FINISH GRADE PAVED SURFACE `27 I IIII 777/ CAST IN PLASTIC I I I I \ \ \ �-VALVE BOX COVERPIPE SEINES I I I SHEETED TRENCH OPEN TRENCH , T's TO BE LABELED"SEWER"IIIITHREADED PVC CAP PVC RISE � STANDARD VALVE BOX � ` .....: . . INLET I ; IIII / r OUTLET PVC RISER .b li ` ' 12" 12" IIII "ZABEL"A-300 ---- _ I 45°WYE(PVC) THREADED PVC CAP V //'p" 45°WYE(PVC). I / J \ / INLET ---- 45°ELBOW(PVC) 3"CAST IN = FILTER _ TAPERED IIII II ---- BAFFLE --- — 45°ELBOW(PVC) G OUTLET - z .•.: / IIII \ � I. I No __ DIRECTION OF FLOW -- DIRECTION OF FLOW r- NOTES: :' "x,'•: ORIGINAL GRADE Li L----- -----J r 1. PIPE JOINTS TO BE SEALED WITH I I I I I. RESTORE PAVEMENT.. -1 1 ASPHALTIC MATERIAL OR EQUAL. I I I I OR TOPSOIL&SEED 1 CLEANOUT DETAIL(NON-ROADWAY) 1 w PLAN VIEW z.INVERT ELEvnrloNs OF ALL OUTLET CONTRACT LIMIT FOR CLEANOUT DETAIL(ROADWAY) �,/ PIPES MUST BE EQUAL. 3 SPECIAL BACKFILL MAIL N.T.S. SHEETING&BRACING I l D FRAME AND COVER 3.THE SLOPES OF OUTLET PIPES BETWEEN 1 (UNPAVED)APPROVED EXCAVATED MATERIAL FRAME 24"DIAMETER 1 (PAVEMENT)SELECT GRANULAR I I'I MT.& THE DISTRIBUTION BOX AND DISTRIBUTOR CONTRACT LIMIT FOR 3" VENT (TYP.) LATERALS SHOULD BE 1/8"PER FOOT. BACKFILL MATERIAL. EXCAVATION BELOW OUTLET 24"CLEAR OPENING 4.DISTRIBUTION BOXES MAY BE CONSTRUCTED COMPACT AS SPECIFIED SUBGRADE - - 45°WYE(PVC).. ~ PRECAST CONC.COLLARS OF PLASTIC,FIBERGLASS OR CONCRETE(2500 PSI MIN.) � 5,_0„MIN. FIN.GRADE DIRECTION OF FLOW Fl- "� T z REMOVABLE COVER 12" BED _-- _ i LL 12" 12° BELL 12" ~ T/'� o •7 �_ 3� N DIA. DIA. (2)45°ELBOWS v) iv - PLUG OUTLET "•..+ ,••'. .. r•b.•...: PIPE COVER 45°ELBOW {• �4 INLET �= FLOW LINE MATE.USE BEDDING o ° O 0° PVC RISER I -_ MATERIAL,COMPACT O o 0 0 0co NOTE: I 0 4"OUTLET PIPE BAFFLE IN 6"LIFTS O O O DIAMETER VARIES NOTE: OPENING I § IED 0 O 00 I DIAMETERVARIES u � PIPE BEDDING MAIL AS SPECIE PIPE BEDDING O CLEANOUT PVC RISER (FULL WIDTH {• INLET _ --- I OUTLET COMPACT IN 6"LIFTS O MATERIAL AS CLEANOUT w --- 2"MIN. I---- _ SPECIFIED 2 i o —T O --- a DATE: 01.31.11 2"MIN.TO 5" e J :� •• =--•r:r-� - Yy�= - N CLEAN SAND OR PLASTIC METALS SCALE: NTS PEA GRAVEL PIPES CONCRETE PIPES .. TYP. CORNER DETAIL(GRAVITY SYSTEM) _ -� SECTION VIEW I TYP-"TEElNTERSECTION"(GRAVITY SYSTEM) DRAWN: RWG.CAD JOB: 0809 TYPICAL TRENCH 1 TYP. PIPE DETAILS SHEET: 5 OIL GREASE SEPARATOR/ HOLDING TANK 4 DISTRIBUTION BOX 2 I �2.1SCALE: NOT TO SCALE S2.1 SCALE: NOT TO SCALE S2.1 SCALE: NOT TO SCAL E S2.1 SCALE: NOT TO SCALE S 2. 1 I DBL.GATE OPENING 10'-0"O.C.MAX. n cfir — ----x----x----x----x�r �'----�---*----"— --"-fir -'"----+�-- �'----+'--- --_ „-11_--+'-----■----■-----x-- ■--r� ----�---- ----�---- ----x---- ----�- --� �----�---- �----�-- �-----�-ll---�----�----�----� - ----�- BARBED WIRE,3 STRANDS, BARBED WIRE,3 STRANDS, V L ALUM.ST.STL. ALUM.ST.ST Z SANITARY CAP TOP RAIL INSIDE TOP RAIL 0 c BRACE RAIL AT CORN OR ATE Fm BRACE RAIL OUTSIDE - .2 STRETCHER BAR n. Z 1 1/2" GATE POST 'c O N Q FINISHED GRADE CORNER POST POST o u 18" GATE FRAME #11 GA.CHAINLINK FENCE W O GATE POST LINE POST #11 GA.CHAINLINK FENCE m <Y DIAGONAL BRACE ROD O / W/TURNBUCKLE d CLEARANCE BOTTOM TENSION WIRE ELEC. CONDUIT \ I o \\/�\ 2"MIN. BOTTOM TENSION WIRE N o OR DIRECT o o ELEC. CONDUIT BURY CABLE PITILESS ADAPTOR o N OR DIRECT z I '.: 1j, s o c� BURY CABLE `n GROUT VOID AROUND ` _ z z d z • TANK CASING TO EXCLUDE ANYL-j o CO NCRETE FTG CONC RETE FTG. UNDESIRABLE SURFACE ' >� OR GROUND WATER ° •.• :f 6" ' 6" CONTINUOUS FROM 0 I SURFACE TO BEDROCK OR 20' 12"'WHICHEVER IS LESS. 12° a c o d W N O CHAIN LINK FENCE DETAIL W Q W � W 3 6a CASING W o 0 ---- --------- �CIMPERVIOUS ------------------ ---------------- a -- ---------- ------ o - STRATUM O 1 1/2"DELIVERY PIPE PLAON VIEW W ELEC. CONDUIT/SUBMERSIBLE IN CASING (TYP.) 30'-0"SGL.GATE OPN'G. 10'-0" LJ CABLE TO SUBMERSIBLE (� CD PUMP \\' \` \\/\\� ���\ a U ------------ NOTES: N=:1 11 ji: TRUCK BRACKET ASSEMBLY = a a 1. CONSULT LOCAL WELL DRILLERS ON RESET ELECTRODE LINE POST _ . ANTICIPATED DEPTH OF WATER, E SUSPENSIOop�/N Y w (WIRE S SLIDING GATE GATE POST N Z TYPICAL YIELDS&QUALITY. ELECTRODES).— LATCH AssEM o T M a 2. PUMP SELECTION, PRESSURE SWITCHES &OPERATING PRESSURE TO BE WATER BEARING 4 DETERMINED BY WELL DRILLER AFTER FORMATION °° CHAINLINK FENCE DRILLING OF WELL. CONTACT ENGINEER SUBMERSIBLE PUMP 4 2" 4"ALUM.TUBE TRUSS ROD(GALV.) IL.ALL JOINTS WELDED. IF QUESTIONS REGARDING EQUIPMENT 3"MIN• COMPLETE GUIDE OR SETTINGS(MIN. OF 30-50 PSI CLEAR. ROLLER ASSEMBLY ON/OFF SETTING REQ'D). INLET STRAINER IF ROCK, WELL SCREEN IN GRAVEL FORMATION •' ,.� s* 3. FLUSH &DISINFECT WELL, CASING& ; PIPE PER LOCAL HEALTH DEPARTMENT lk REQUIREMENTS. CONTACT ENGINEER FOR _ z v CONCRETE FTG. CONFORMATION OF PROCEDURES. 4. CONTRACTOR TO DRILL&TEST WELL PRIOR TO INITIATION OF BUILDING m 0 CONSTRUCTION. I 12" F-- -I ko CANTILEVER SLIDING GATE N.T.S. m .... r� 3 CHAIN LINK FENCE DETAILS 6 WELL DETAIL �.2SCALE: NOT TO SCALE S2.2 z SCALE: NOT TO SCALE .• b 4"x 4"WD. POST(2)W/3/4"PLYWD. o .. PRESSURE .... NOTE: BOARD( TREATED)TO WELLHEA D DISCON NECT REQUIRED IRED MOUNT SWITC H ON . rn .... IF DISTANCE FROM WELL TO CONTROL PANEL IS GREATER DISCONNECT SWITCH 90, THAN 50'-0" NEMA 4 ENCLOSURE � FEED LINE TO PUMP MOTOR o : CONDUIT&ELECTRIC FEED TO WATER UTILITY BLDG. In o W 1 2409 O / N II 2'-0" ~ II � 45' C 0 �f n ' 4-0 I 2, 0„ ..AV a d d Os Orr 8s On Or On i lot—opt lot—Ott DATE: 01.31.11 all- "a a 6" TYP. SCALE: NTS i I� --I DRAWN: RWG.CAD 18" JOB: 0809 5 WELL DISCONNECT 2 HC PARKING STRIPING rT NOT USED SHEET: S2.2 SCALE: NOT TO SCALESCALE: NOT TO SCALE �.2 �-2SCALE: NOT TO SCALE S 2. 2 �I i W/#3 BARS TOP 8 BOT. TOP COURSE 1!2"PREMOLDED FILLER CONC.CURB(4000 P.S.I.) (SEE PAVEMENT DETAIL) (n W/JOINT SEALANT 4" 4000 PSI CONCRETE,5%TO Z 7%AIR ENTRAINMENT(SEE SPECS) 6" BINDER COURSE(D.O.T.403.13,TYPE 3) 6"X6"X#10 REINF.WIRE MESH 1 1/2"TOOLED EDGE EA.SIDE R=Y 1/2" (SEE PAVEMENT DETAIL) 0 � 6„ BROOM FINISH-PERPENDICULAR TO PEDESTRIAN TRAFFIC SUBBASE COURSE R=1 112, --{ O r I F \i (SEE PAVEMENT DETAIL) PAVEMENT MARKING NOTES a z 1/2"FIBREFILL 4",4000 PSI CONCRETE,5%TO / /�j�/�j�j o o- V O 0 0 �___ `A -� ► EXPANSION JOINT 7%AIR ENTRAINMENT(SEE SPECS) `Q 6" — U) Q ' 6, --- tr-. �----. 4 + @1V-0"O.C. 6"X6"X#10 REINF:WIRE MESH _ _ > U PARKING LOT PAVING _ r' p 1.ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH SUBCHAPTER"E"OF L� O O O CONTRACTION JOINT @ 5'-0"O.C. 0 O THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.) L i o #3 REBAR 1 1 1/2"TOOLED EDGE ALL SIDES 1'-8" Q Q a LINE WIDTHS AND SPACING SHALL BE THE SAME AS DETAILED. O ° CONTINUOUS �— a a e a. TO EACH PANEL ° 0 'a e__ 2.AFTER THE CONTRACTOR HAS ESTABLISHED MARKING LINE POINTS FOR THE MARKINGS, _ 4" T---= ---'-----a---�--- a - -y----'� --�- O 6„ Q 0 O AS PER SECTION 687-3.04 OF THE N.Y.S.STANDARD SPECIFICATIONS,CONSTRUCTION ° .1 0 0 c AND MATERIALS,JANUARY 2.1985,BY PAINT OR OTHER APPROVED MEANS,THE E.I.C.SHALL o O 0 0 0 O O 4"COMPACTED SELECT ° O Q Q Q 0 O 0 0 p 6" O 0 O O 0 _ Q REVIEW AND APPROVE OR REVISE THESE LOCATIONS TO MEET FIELD CONDITIONS. OO p 0 0 O O D ` �0 0 o O ,po0 0 0 0 0 Ooq Q O GRANULAR FILL O 0 O O O O NECESSARY LOCATION ADJUSTMENTS WILL BE MADE PRIOR TO PLACING PAVEMENT MARKINGS. o ° O V V O _ o 0 0 O 0 / \ \ \� \ \/\/\/\/\ \��\� O O O —— —— —— 3.ALL STOP LINES SHALL BE SOLID WHITE LINES 24"WIDE. 0 O O O 0 \//��//�//�//�//� /� /� /� %� SUBBASE MATERIAL COMPACTED GRANULAR FILL 6"MIN. O 0 p ° O 0�� L NES SHALL BE A SOLID WHITE LINE 4"WIDE. O N -—— — —— ——— — — 0 Lo O O0 \�\�j � � � � NOTE: O NOTE. 4.ALL CHANNELIZINGO 6"MIN. WHERE FIN.GRADE MEETS PAVING WITH NOZ OOWHERE WALK ABUTS BUILDING SEE _�_ — _7—_ — — — CURBING OR ROLLED ASPHALT CURBIN D PAVED AREA. 5.ALL PARKING STRIPING TO BE SOLID YELLOW LINE,4"WIDE — 7„— — O 0 ARCHITECTURAL SPECIFICATIONS FOR EXTEND SUBBASE MATERIAL 12 BEYON POURABLE POLYURETHANE SEALANT. —— — — 6.ALL HATCH LINES SHALL BE 24"O.C.SPACING. 10 CURB AT WALK AND PARKING LOT 9 TYP CONC WALK 5 URB AT ASPHALT 0 N T TO SCALE �.3SCALE: NOT TO SCALE S2.3 CALE: NOT TO SCALE 6'-0- C!� o �.3SCALE. 0 w a OIX Q _ N � w Q *3' 1'-6- LuFLECTIVE w 2Lu iqINT LA_ w z O1 4'-O" 900 W O O Z a CURB WIDTH OF RAMP SLOPE EARTH TO 30' 30' Ljj MEET RAMP ELEVATIONS N r co Q O co 5'MIN. A.O.B.E. `° C,IQ• F- F- FLUSH,SMOOTH TRANSITION RAMP SIDEWALK PAVEMENT `)„ \� � �" I 70, ( I t010' 4�-�° �((� Gf ♦ ` 6 • a ° a /\\%i.%�\\\/ �\���.t��/i�\\\//\\� 0 CD SOLID LINE BROKEN LINE PARK.SPACELo 4" 2'-0° U 0 CURBAT BACK OF SIDEWALK) CL LK = Of O SIDEWA 1:12 MAX. PAVEMENT SURFACE q" 4" 2 d r CONTRACTION JOINT Mp�C (TYP.) q„ m w Z i 4" O a 11Q.1 Lq• Lioll 30 CN r Q -- ---- ---- ---- FULL BARRIER LINE PARTIAL BARRIER LINE CL 11Q 1�� rF PAVEMENT:MARKINGS S2.3 SCALE: NOT TO SCALE SIDEWALK CURB Q��'M 4 �� TRIPING 11 S2.3 SCALE: NOT TO SCALE $ SIDEWALK RAMP S2.3 SCALE: NOT TO SCALE 8'DECORATIVE ALUM.BALL - CAST ALUM.WITH BALL .... I I BEARING REVOLVING TRUCK ASSEMBLY O (2)RUST PROOF SHIVEL SNAP 400 WATT HIGH PRESSURE SODIUM FORA 6'x10'FLAG LIGHT FD(TURE (FLAG BY OTHERS) SIGN TO BE NYSDOT TYPE A I I ft t/a^olA.NYLON HALYARD POST TO BE PER NYSDOT APPROVED U CHANNEL SIDE MouNTED BRACKET USE MRB-01 DETAIL PER MD645E-MRB-01 OR OTHER APPROVED SUPPORT POST •"� O N.T.S. 2" Z 4"NON-TAPERED ALUM.POLE N 6"x 6"METAL DOWNSPOUT cn N O . SINGLE ... CLEAT. ... V COUPLING AS REQ. U"C U PL. 6" OR ALL SING ESMOUNTED SIGNS 6•DIA.STL. ...:' REINF.HANDHOLE W/COVER i O .PIPE BOLLARD z .... BASE PLATE-USE MFG.POLE TEMPLATE FOR LOCATION OF ANCHOR BOLTS CONCRETE FILL C - .FINISH GRADE c : ..• � LEVEL'G.NUT&NON-SHRINK GROUT io • • LT - FIN.GRADE ASPHALT PAVWT OR GRASS I T 1 vl .- (4)3/4'x30'x3'AN BOLTS • a•�•_. ! (4)3/4"x30'x3"ANCHOR BOLTS rW1 6•IN GRASS AREAS •..' 4� I• � GALVANIZED POST Q ee r, �— .a ..:I i,i h FLAG UPLIGHT _ •' • a• w 2'-0^IN ASPHALT AREAS .�. ,r N a .e° e 'A .°. ° •' .:,--t-• i+�-y'-. _ ^•• e �>a. _�'r=:IM,'-_-.`_- e "e. I I II I II I II I II I II II II III II III II ' I SPLICE m .• .'' `COMPACTED EARTH 'SPLICE RSERT. CONCRETE FILL 8"TO 12" CPEP SEE PLANS FIN.GRADE5C12" FN.GRADE r-I 48) TIES �•e. •�,_ •• 0 Z .�' ELEC.CONDUIT(SEE SITE PLAN) ELEC.CONDUIT(SEE SITE PLAN) 3"MIN.COVER '• .;•--� x 3"MIN.COVER W c+°Di .•.. ,. - SOLE PLATE � •^ '•, 24"DIA.CONC.PIER FORM .•• •• 24"DIA.CONC.PIER FORM M SONOTUBE OR PRECAST �« •.'••• SOLE PLATE •.-,I�-��a : : ••�•��a "SONOTUBE"OR PRECAST : 2'-0" r 6 GUTTER TO STORM DRAIN BATE: 01.31.11 LIGHT POLE DETAIL FLAG POLE(ELEVATION) � N.T.S. N.T.S. S2.3 SCALE: . NOT TO SCALE SCALE: NTS 3 SIGNS 1 PIPE BOLLARD DRAWN: RWG.CAD 1 SITE LIGHT POLE 7 FLAG POLE �.3SCALE: NOT TO SCALE S2^3 SCALE: NOT TO SCALE JOB: 0809 S2"3 SCALE: NOT TO SCALE �.3SCALE: NOT TO SCALE SHEET: S- 23 #6 SMOOTH DOWELS @ 12" O.C. GREASE ONE END v) METAL JOINT [SEALANT SAW JOINT D= 1 3 SLAB DEPTH z KEYWAY W/BACKER BAR & SEALANT o #6 DEFORMED DOWELS -�i,— - o @ 47" O.C. ~ (kC*A - U N j b Q +o Q qr�� o 0 + �+ oO�o CUT BARS OR WELDED WIRE > o + 00 ��' MESH @ CONTROL JT. W LONGITUDINAL „WARP" JOINT TRANSVERSE CONTROL JOINT N.T.S. N.T.S. z° `V C!� 00 o o c Q Z m W O En LLI z 3 ri0 TYP CONC APRON LONG CONTROL JT 9 TYP CONC APRON TRANS CONTROL JT W W Q u- w z o o z a S2.4 SCALE: NOT TO SCALE S2.4 SCALE: NOT TO SCALE co a 0 0 co Q � o a L I 3a 1.5"TOP COURSE TYPE 7F N.Y.S.D.O.T. � o = a 3 4" BINDER COURSE TYPE 3 N.Y.S.D.O.T. in W a Z O cn a- N U 6" CRUSHER RUN SUBBASE NYSDOT ITEM 304.12 TYPE 2 0 o 12" SUBBASE NYS DOT ITEM 304.14 TYPE 4 O o o 00 O o o 0 o Q c o o °° O o o O o O o 0 O GEOTEXTILE FABRIC N.Y.S.D.O.T. ITEM#207.02 AND AS SPECIFIED (PLACED ON TOP OF EXIST.GROUND) .� cm cc ka O : 5 TYP HEAVY DUTY ASPHALT PARKING DETAIL S2A SCALE: NOT TO SCALE z : JOINT SEALANT c.� 1" JT. W/ PREMOLDED FILLER ECESSED 1/2" FROM SURFACE; v� ..... BUILDING & @ BUILDING 8" CONC. PAVEMENT .a j U . W/#3 BAR MAT @ 12" O.C.E.W. PLACE IN UPPER 1/3 OF CONCRETE 1.5"TOP COURSE TYPE 7F N.Y.S.D.O.T. 2 COURSE OIL AND STONE NYSDOT ITEM 410.04 (D.O.T. 502.04 CLASS C) 4" BINDER COURSE TYPE 3 N.Y.S.D.O.T. cQ '.... 8" CRUSHER RUN SUBBASE NYSDOT ITEM 304.12 TYPE 2 U1 8" CRUSHER RUN SUBBASE NYSDOT ITEM 304.12 TYPE 2 ROOM FINISH 12" SUBBASE NYS DOT ITEM 304.14 TYPE 4 � W 12" SUBBAS NYS DOT ITEM 304.14 TYPE 4 12" SUBBAS NYS DOT ITEM 304.14 TYPE 4 E"' \IK- 0 - 0 /7 ° 00 ° ° ° o ° 0 0 0 -�. — - - - --- - - --- - - - ° ° 00 o °co o O o0 ° o ° o ° 0 o O o o i 0 - o O o o O o o" o o O 0 o --- O � o O o � GEOTEXTILE FABRIC GEOTEXTILE FABRIC o/ Q Q N.Y.S.D.O.T. ITEM #207.02 AND AS SPECIFIED GEOTEXTILE FABRIC 0 Q o Q N N.Y.S.D.O.T. ITEM #207.02 AND AS SPECIFIED (PLACED ON TOP OF EXIST. GROUND) N.Y.S.D.O.T. ITEM#207.02 AND AS SPECIFIED O (PLACED ON TOP OF EXIST. GROUND) 0- f (PLACED ON TOP OF EXIST. GROUND). DATE: 01.31.11 —— 6" CRUSHER RUN SUBBASE COURSE NYS DOT 304.03 TYPE 2 SCALE: NTS GEOTEXTILE 22" COMPACTED GRANULAR DRAWN: RWG.CAD SUBBASE MATERIAL JOB: 0809 4 TYP CONCRETE APRON DETAIL 3 TYP LIGHT ASPHALT PARKING PAVEMENT DETAIL 2 TYP OIL AND STONE PARKING PAVEMENT DETAIL 1 TYP GRAVEL PARKING PAVEMENT DETAIL SHEET: A SCALE: NOT TO SCALE S2.4 SCALE: NOT TO SCALE S2A SCALE: NOT TO SCALE S2.4 SCALE: NOT TO SCALE S- 2. 4 i 1 .5" ASPHALT CONC TOP COURSE SEE DETAIL 1 2.5" ASPHALT CONC BINDER COURSE, SEE DETAIL .5" ASPHALT CONC TOP COURSE TYPE 7 NYSDOT 4" ASPHALT CONC BASE COURSE TYPE 3 NYSDOT 6„ 8" ASPHALT CONC. BASE COURSE SEE DETAIL � CRUSHER RUN SUBBASE TYPE 2 NYSDOT XISTING GRADE z 12" TYPE 4 NYSDOT SUBBASE 1211 SUBBASE,NYSDOT ITEM 304.15 1 o XISTING GRADE REINFORCING FABRIC SEE SPEC REINFORCING FABRIC SEE SPEC o LIGHT DUTY SHOULDER SEE SPEC cn .°- o g� _ 18� 4' VARIES N Q 6 12 — N ~ 8' 18' 4' VARIES VARIES o RIES 6 12 -- -------------------- --- -- --------------------- ------ 3/4�� PER FOOT ``' /�/%/% \ _ \�.�.\\,� \ 4� �/4" PER FOOT 12' � `'%'%'�'\ 2 4 �-- — /4" PER FT. 4 0 \\ - Y4" PER FT. ��`\/;y' o 2 4 --- 4 4 \`� 1 �-. 2 11 z ol 60' TA 0+90 'T�%�,�%</,�%y/�T� AD SECTION AT HIGHWAY ENTRANCE. . 5 TYP ROAD SECTION LIGHT DUTY SHOULDER BEIGN S ) \ \ \ \ \ 3 ROAD S3.1 SCALE: NOT TO SCALE S3.1 SCALE: NOT TO SCALE o Z co Ir Z pp W Q `J Z W U 1.5"TOP COURSE TYPE 7F N.Y.S.D.O.T. a — 4" BINDER COURSE TYPE 3 N.Y.S.D.O.T. 1.5" TOP COURSE 1 AW T XI PAVE FULL DEPTH 1-�-- AT EDGE OF TRAVEL LANE AND NYSDOT ITEM 402.098301, HMA SUPERPAVE 9.5mm F3 6" CRUSHER RUN SUBBASE NYSDOT ITEM 304.12 TYPE 2 EMOVE . RESTORE WHITE EDGE O 2.5"BINDER COURSE, NYSDOT ITEM 402.199901, 19mm F9 SUPERPAVE HMA n " LINE W/4" POLYESTER STRIPE 4J �-- a 12 SUBBASE NYS DOT ITEM 304.14 TYPE 4 EXIST PAVE TACK CAVERTICAL D TACK COAT NYSDOT ITEM 407.0101 0 0 o 0 0 o NYSDOT ITEM 407.0101 CL w 0 o TACK COAT NYSDOT ITEM 407.0101 'CC o o 0 0 o O n 0 O 8" NYSDOT ITEM 402.258901( HMA SUPERPAVE 25 mm F9 - 2 LIFTS � 2 a o ° � WQ Z o" o 0 0 ° 12" OR 2"BELOW EXISTING SUBBASE NYSDOT ITEM 304.15 0 N a 0 rEW UBBA 2„ BELOW EXIST R GEOTEXTILE FABRIC 12" N.Y.S.D.O.T. ITEM #207.02 AND AS SPECIFIED GEOTEXTILE FABRIC (PLACED ON TOP OF EXIST. GROUND OR GRADED COMPACTED SUBGRADE) N.Y.S.D.O.T. ITEM #207.02 AND AS SPECIFIED TYP ROAD PAVEMENT SECTION OFF DOT (PLACED ON TOP of EXIST. GROUND) 2 PAVEMENT SECTION AT HIGHWAY ENTRANCE TO ROW/ HEAVY SHOULDER rZ� S3.1 SCALE: NOT TO SCALE �3.1SCALE: NOT..TO SCALE co .... Stp:° , PROPOSED ROAD CENTERLINE PROFILE �LL Rt 24" CPeP ,1111 gtp.1"'p0 EXISTING GRADE AT PROPOSED CENTERLINE @O , 1115 1 1 a :• ( III I I I 1IIII I is :.•:: IIIIII 1 1110 _ b .... 1 I IIIIIIIII - 1 .... � I IIIIIIIII I .... t IIIII1111 I 11 ... jo v .. 1105 I IIIIIIIII I I I I 1 IIIIIIIII I 11 I f � •... (IIIIII � .... 1100 11 Illllllii i i I i i - -T-- _ 3.52 0 .... IIIIIIII I I I I I I I I I 1 I I I -1�_ .... FII1111; I 1 I I I I .... IIIIIIIII 1 I I I I ....1095 1 (IIIIII I I I I i I I gtp• .... I1111111 I I 11 I I .'.. IIIIIIIII I I IIIIIIIII I I � I I I I I I I I I I I I I I I I _ 1.42% 1p8'� .... 1090 .07% E�� z 1083•0 b- 1085 .. II IIIIiII I I I I I I I I I I I I I I I I 1 I I 1 I I II(IIIIII I 11 i I I I I I I I I 1 I I I �• II II III I I I I 1 I I I I I I I 1 1 I 1 I 1 Icn I II(IIIIII I I I I 1 I I I I I I I 1 I I I I I I I I I I I 1 I I I r l T 1 w II(IIIIII I I I I 1 I I I I I I I I I 1 I I I I 1080 II ..... . I I l 1 I I II IIIIFI I I 11 I I I I I I I I I I I I I I I I I I � I I 1 i I I 1 1 1 I11111111. I 11 I I 1 I I I I I I I I I I I I I I 11 J I I I I I I i I Illllrlll I I I I I i i i i i i i i i i i i i i . i i 1 i i i i i i i ' �61IIIIIII I I I I I 1 1075 11 II (IIIIII I 11 I I I 1 I I I I I I I I 1 I I 1 I I I I I 1 I I II (IIIIII I 11 I 1 I I I I I I I I I I I I I I I I i I I I I I 1 I 10-4 I II (IIIIII I I I I I I I I I 1 I I I I I I I 1 I I I i i i i i ' i i 1 V I11111111 I i 1 1 I I 1 I I I I I I I I I I' II IIIIII 1 I I I I I I I I 1 I I I 1 1070 1 I I I I I I I I I I I r I I I I 1 I I I 1 1 1 11 IIIIII I I 11 I I I 1 I I I I I I I I I I I I I I i i i I �n O . I I II (IIIIII I 11 l I 1 I I I I 1 I I 1 I I I I I I I I I I I I I I I I L,/ 1 II (IIIIII I 11 I I I I I I I I I 1 I I IIfIIIIII I 11 I I i � 1 I nI1IIIII I 1 1 I � I i i i i i i i i i i i i i i i � i i i i i i i i I � � II (IIIIII I 11 I I 1 I I I I I 1 I I 1 I I 1 +50 5'+00 5+50 + + #00 7+5U + + + �i 0 DATE: 01.31.11 SCALE: 1"=20'-0" DRAWN: RWG.CAD - -- - - - - -- -- JOB:. 0809 rT� SHEET:ROAD PROFILE c �-l SCALE: H: 1"=50', V: 1"=10' J FIR �\ APPROXIMATE LOCATION OF �'R t 69M<, PER NOSE I. CREEK NOT LOCATED AT THIS TIME • / WALTERS (REPUTED ' OWNER) F/ �%` .� cn Q / s34;"Oy / / _ C (REPUTED ER) Jp / U GUSHING 45742-1-00 > / (REPUT-ED OVVNER) , !, L J / FIR 497421-001 j I I S 2.6&.— FIR APPROXIMATE LOCATION OF +; FIR CFZM PER NOTE 1. CREEK eyi' y —S 3, 1 TED AT THIS TIME PIAZ ► h (REPUTED OWNER) 33 eR, 2500 / 704 N ZOFr RIC-FiT OF Y ` Q ►— o FOR IN6RE56 & 66 I m tY PER L. 747, P. �S ♦ %/ -J a °�♦ n h�& GUSHING 28 1 0412 g (REPUTED OWNER) �J W �- N , LL- 45742 1-00 1 \ ` \ FIR J Z V p W INV=10 0 e55'10�� / \ �' r ♦se ti LA- N_x� FIR , ) \ \\ ♦s os vA�ENTINo KEYED NOTES o 0 o M 4846 E .. t ( pT, W V (REPUTED OWNER) I� 712 209 � a/ oo � 1 i 1 FUTURE NEW TOWN/COMMUNITY BLDG Z �% -2 PROPANE TANK. CD r r 1 0 \ \ ) / , , 1 1 , ► r / 3 NEW HIGHWAY GARAGE, 72'X 168', 40' COLD STORAGE ALTERNATE 4 50'X 74'SALT STORAGE BUILDING, (SEE ALLJ ► I �/ i "oo +\ It ,/ /j',�i ( \ `� `� �\ 1 1 ► 1 `� 5.2 FOR DETAILS), EC POWER LIGHTS z i L� \ ;�/ /// l� \ \\ \\\ \ `�. i i I ` `� CD 5 AGGREGATE STOCKPILE AREAS — r FIR 6 RELOCATED FUEL STORAGE TANKS AND ( ) 3 0 \. �. : / / / \ \ \ \ \ -� `\ \ ► " , \ \ ! Lo DISPENSING, WITH SPILL CONTAINMENT _ ce ao PAD AND POST FRAME COVER, g„ o ck: z 36 / 11� i I i l / i l \ \ ��\ N�` �\ .\ \ > \` \ r /' CONCRETE PAD 15 X 30 W/6 X-6 2.9 WWF, L1 1 n - I, \ \ \ \ \ N _ I / / EC POWER/LIGHTS o - C \ \ �\ I / / \ � M III► 1 / // \ \ \ m `� `� o -2g m \ �\ \ \ \t \ i , / i 7 6 CHAIN LINK FENCE ® � �J �` 8 (1) 30' CANTILEVER MOTORIZED GATE, EC RUN CONDUIT AND POWER.GC CONTROL '�ii �" \ �28 �• i i � � __--. \�►r�g' '�� o \ \ � ► i i '" I I 1 \ � WIRE , \ ► ► 1 I ` ` \. =�'i — -� � \ \ _ , \1 ► , �.- \ � I 1 � , 9 HIGHWAY GARAGE PARKING LOT, OIL AND � � � ► \ f STONE (FINAL SUBBASE AND PAVE B.O.) , ooS"/— \ \ \ \ \ ► o" 10 MAIN ACCESS ROAD TO RT 327, 24' z I I 1 �.�,,s► .\` \\\ DRIVING LANES, 6' SHOULDERS, ' It 1 I ( t, ► \ 1 I I I /FIR ASPHALT PAVING, SEE DETAILS I , , 1 \ t t ` I 11 STORM WATER TREATMENT SYSTEM �uI �� ► 1 9� i + i 37 12 24" CPeP CULVERT(NYSDOT SCIPP ITEM t7 706-12 ) &GALVANIZED END SECTIONS GONNOR (NYSDOT ITEM 603.17) I,► 1 / / < \ \ ,,� \ \ \ .� t \ / , , �\ \ \ REPUTED IN \ I q / / `� `� \ \ \ \ �\ \ \ \\ l 1 r , r \ + . `.\ C 13 REMOVE TREES AND BRUSH TO LINE cq ► ,III ` , < \ \ 1 \ \ r r r + \ / INDICATED IN ST R.O.W AND SITE FOR go w ,III / / � \ \ \ \\ \\ \ \ `♦ ,oyo I 1 `� \ \\ \ mo I I I 1 I , 1 \' VISIBILITY. 14 SETTLING BASIN 112/ '�q` 34 T 15 WATER QUALITY TREATMENT BASIN o '.'• \ 1 1 jlll A / I I , � 1 1 I I , " 1 I ► I S I 1 1 ► I \ `� `� , , , I I , ► 1 I , I I 116 SALT SPREADER STORAGE RACK\ 11 1 ' / I 1 I I i I `+ I I I / ' ► 1 i ► I , , 1 1 I I I , \��, .... 1 11 I ► I �- I 1 I 1 I j I ► 1 I 1 I I I r \ '"" BLDG (SEE A 5.1) C 1 / r 17 STILLING BASIN/SEDIMENT .., \ 1 , 111111 I I .. , I I , I 1 I ► I 1c� TRAP \\ i � 1►illi � 1 N � I i ` �. �.._.._.._.._..—.._.._.._.._ ` i I 1 � I � , r p � I I � r ► ` \ , 1 I L _-• 1 j I I 1 1 o^ ► I \ 18 WEIR ::•:•:• \ , 1 ii I °w .� \ ► r , " I , I ' �, 19 OUTLET MH >°" :.:.:: ► tl IFIR l APPROXIMATE LOCATION OF ► t \ \ NOTE I. G EFJC PER REEx 21 BY PASS WEIR EXTREME FLOOD ,..,_ ax GR ; ; r �, r1 1� \ 20 28' X 56' FILTER NOT LOGArm ar THIS I z r I I I APPROXIMA ON aF 22 10' BYPASS CHANNEL �"�•• •''•sib� / r ' � •. 23 12" CPeP STORM DRAIN + N ► � w ..�'• GOL�ERT '•.. -, / / � ,J J NOT Arm AT THIS rlMe � • 1 \\ a °sx.is �•. 1 / / / �' i I I / 24 2000 GAL HOLDING TANK, EC POWER FOR o 1 r\ o ► , !' (REPUTED OWNER) v \ sy 30 HIGH LEVEL ALARM - / ` 745 / III 25 1500 GAL DUAL COMPARTMENT SEPTIC `.` TANK .. ► (REPUTED OWNER) \ / / 26 6" CURB,5' CONC SIDEWALK /. 7A�9 / 113 �'• ��� � 1 � / 27 30' FLAGPOLE � ::•:•:• �. S8>o 28 OVERHEAD ELECTRIC LINE c� 29 OVERHEAD TO MAST AT BUILDING . \ �•,.`\ \ `1 (� / 30 1-1/2" HDPE WATER LINE FROM WELL, c .. LEGEND I ► i _ STUB UP INSIDE MIN 12 AFF. Fp Fouo� ,Fre A ad \ � 31 8" STEEL PIPE BOLLARD TYP. SIR SEr M tp ty �� \ \\ \ , / 32 8" THICK X20' CONC APRON AT OHD, U1 o How o . , I JOHNSTON \� . \ �'/ REPUTED #3 BAR @_12"O.C.E.W. W unm F«, `� o ( 33 AREA FOR ONSITE BORROW FILL 493 oav GO VALVE� ` \\� e�°^°o / SIS 34 TYP SILT FENCE LOCATION E-4 +Lp HOHr F %% /� 8�� 35 _ TYP STRAW i OR ROCK CHECK DAM OREUsmw 4 ..M ` INLET OUTLET PROTECTION =as CM owwe �` / 36 TEMP CONSTRUCTION ENTRANCE ,�UK '"" afar ,w�Fslc uE ( / , 37 POLE: W/ NYSEG TRANSFORMER, TEL, U FEIM i CABLE —� rr \ o.w / 38 EDGE OF DRIVEWAY SHOULDER \ �� i 39 RELOCATE NYS DOT CURVE SIGN U1 .�.r, WOM \ i i 40 STD TYPE A`STOP'LINE -PER NYS DOT \ i / STD SHEET 685-01 AND DOUBLE YELLOW ` .. ..�' STD 4" LINES, MIN 50' • /� i 41 STOP SIGN - PER NATIONAL MUTCD NYS /%. �` SUPPLEMENT (SEE DETAIL SHEET) DATE: 01.31.11 C,aJ5ERT 42 EDGE OF DRIVEWAY DRIVE LANE " ' • i i SCALE: 1 =100 (REPUTED OWNER) i % 43 EDGE OF EXIST HWY DRIVE LANE 44 EDGE OF EXIST HWY SHOULDER 749 / 113 �. ` / DRAWN: RWG.CAD 1 45 CENTERLINE EXIST HWY 46 CENTERLINE PROPOSED DRIVEWAY :ram 24,w JOB: 0809 47 HEAVY DUTY SHOULDER TO EXTEND 50' PRIOR TO PC OF DRIVE RADIUS TO 10' SHEET: FIR PAST PT OF DRIVE RADIUS ON RT 327 S- `t'. (n z O 8'TOP OF EMBANKMENT =1069.5' EXIST GRADE — o SETTLING BASIN a FILTER BASIN 6' DIAM MH wI GALV GRATE TOP OF BYPASS SWALE TOP OF GRATE=1068.25' — 0 10" DIAMETER CPeP W/ 1" DIAMETER PERFORATIONS KEEP 50' FROM TOP SAND > o 12 PERFORATIONS/ ROW, ROWS 2-1/2" OFFSET OF BANK OF 4 1065 w ' WEIR ENFIELD CREEK.: 1 � ..-�'�--� 8" MEDIUM STONE 3 WIDE OVER FLOW - .--' � INV ELEV = 1067.75 10" DIAMETER OUTLET PIPE INV=1065.8 o 4 e,e 1' DEEP.DISTRIBUTION WELL -- --_----------_-------- ---_ o,e 24" CPeP INV.=1063.25 0 z SEE DETAIL 3' DIA.TRASH RACK; 4" BAR @ 4"VERT IN 1063.0' 1 FLAT BAR @ 5" HORZ; 4" OF NO 1 STONE OVER FILTER BASIN GALV AFTER FAB, EMBED IN N 8�� X 5' CONC. BASE (3)-6" PERF. EACH. SIDE V ! INV = 1063.50 J LINE w/ MIRAFI FILTER FABRICcs a C� o J c - O W _ U u- U - O O W00 U Q K"3 FILTER BASIN OUTLET PROFILE $ SECTION SETTLING BASIN TO FILTER BASIN LJJ S 4.21 SCALE: NOT TO SCALE S 4.21 SCALE: NOT TO SCALE _ - - -- - - W CD 4"THICK LAYER OF � NO 1 GRAVEL TOP ELEV. SLOPE 3 0 � 0 x w co GRATE �- I-- s CL CAST IRON FRAME&GRATE n c z RIM ELEV. (1/2"BELOW FINISHED PVM'T) o N GRASS AREA 4 TAPER PVM'T.3'-0"IN EACH DIRECTION TO MEET RIM ELEV. 0- 00 0o a � � 1 ° ° ROAD BED = CONCRETE SAND \' � Q. FILTER MATERIAL �`I�� 24^ -4— PRECAST FLAT SLAB TOP 1065.5 a (H20 LOADING) "0"RING SE G JOINTS BRICK&MORTAR, U PRECAST MH. MIN.OF 2, MAX.OF 4 12 E&RISE ET CPeP END SECTION . BASE RISERS 5 COURSES TO ME AS SPECIFIED FIN. RIM ELEV MEDIUM/HEAVY R RAP $ a a 1064.5 RUBBER BOOT AND SS BAND _ W/GEOTEXTILE MEM �— APPROVED EXCAVATED MAT'L.OR FILTER FABRIC a SPECIAL IMPORTED BACKFILL MAT'L EXIST. AS SPECIFIED OR REQ'D. i GRADE • COMPACT AS SPECIFIED: � � .0' 20.0' cm 8" CLEAN WASHED NO.1 6"DIA. CPeP PIPE OUTLET AND N0. 2 STONE PERFORATED 20 STONE RIP-RAP UNDERDRAIN � � OUTLET PROTECTION 4"MIN. i ii i� GEOTEXTILE m .... LANDSCAPE FABRIC -SEE PLAN L1ir�_--_— _ FILTER FABRIC SUMP '•• •• Oo UNDERLAY SIDE VIEW 24"MIN. .... as c .... :... or ° 00 O �b ® O Q�0 0 0�0��0 O � p .. FILTER FABRIC WRAP py o 22' /� /��/ /1� / UNDISTURBED SOIL TOP VIEW z FILTER MATERIAL STORM CB — - -J CONCRETE SAND .,T 5 2 TYP STORM CATCH BASIN TYP STORM OUTLET PIPE PROTECTION K*07 WATER QUALITY TREA TMENT FILTER SCALE: NOT To SCALE S 4.21 SCALE: NOT TO SCALE �.2 SCALE: NOT TO SCALE �_2 v : z ..:: GRADED STONE: U1 2"- 8 IN SIZE VARIES TOE ELEV. = TOP ELEV. NEXT DAM MCNICHOLS BAR GW GRATE w 1-1/2" X O3/16" BARS HD GALV R SS 1/4" GALV BENT PLATE EDGE BAND AND 1/2" AB 0 18" O.C. E" 1068.25 poORR" RING LJOINTS SEA B AS SPECIFIED. PRECAST M.H. RISERS ----------------2--- AND 1 RING � 24" CPeP OUTLET. � U RUBBER SOOT STAIN. ST L BANDS O TOE I_II I l,IIII—�LI11— i iv INV IN 6" FILTER DRAINS 1063.50 ON Q INV OUT 24 1063.25 PRO FILE DATE: 01.31.11 i SCALE: NTS DRAWN: RWG.CAD r4 TYP ROCK CHECK DAM IN BYPASS/ DRAINAGE SWALES T FILTER BASIN OUTLET MANHOLE JOB: 0809 G V �.2 SCALE: NOT TO SCALE �.2 SHEET:.SCALE: NOT TO SCALE AL4.21 ET- 4. 2 SCALE: NOT TO SCALE EDGE OF BASIN RIP-RAP BARRIER Z (4"-9"STONE) 0' , WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE EDGE OF INLET SILT FENCES c 0 MAX. 6 MESH SPACING. �I C 12„ 1 @W75 d G TO ° R C v� FILTER FABRIC EXISTING P++ /EMENT FLOW • •, �.,: •�. � EXISTING GROUND SEDIMENT O 1 - • ••••'• '• AGGREGATE OVER LENGTH AND TRAP(CLEAN 36" MIN. FENCE POSTS. DRIVEN • •'• � WIDTH OF ENTRANCE DRIVE A � WHEN 1/2 FULL) A I {. MIN. 16" INTO GROUND. :.... . E OF INLET j FABRIC: STABILIZED CONSTRUCTION ENTRANCE : .* MIRAFI 100X \� ` .• OR EQUAL NTS o NOTE: 20.0' 10.0' 5.0' 5.0' Z CONTRACTOR MAY DELETE WIRE FENCE DUE TO FLAT GRADES : ' ..•:.': '• ; AT SITE. IF SO, POST SHALL BE PLACED AT MAXIMUM 6'-0" , •� ': :. PLAN VIE1P CENTER TO CENTER. MATERIAL MUST BE REMOVED WHEN ;. 't• _' '`'' �:: EDGE OF BASIN BULGES DEVELOP IN FENCE. .� ; : ::: z TOP OF DITCH V) N ! HU M m , TOP OF BASIN `. _ - - Q WOOD STAKE TO GROUND z (i DITCH BOTTOM W Z O BOTTOM OF BASIN � 00 Q N cn i,:�'S+, :':`�✓+.,. SECTION A - A z o FLOW :..• "'t;.:f,;' .' . w S2 w >- SEDIMENTATION TRAP .•try •:r �'�5"`"'•.''•.�.f N.T.S. . SILT BARRIER FENCE 1 Z NTS 'w:�r1 i:7 •t� 't EXIST.GIRD. SLOPE VARIES \ „ TYP.BOTH SIDES 4 VERTICAL FACE w 15'-20' c9 Z a ca STRAW BALE DIKE BEDDING DETAIL ��i\\i\\\, - 3 . \\��' CIS 3 0Lo / / / , rrco S MIN. MIN. / /� CD � NTS 2- CD w ¢ Z LJ_J M U --- TYPICAL LINED SWALE N.T.S. .EXIST.GIRD. 6' SLOPE VARIES TYP.BOTH SIDES SOIL EROSION AND POLLUTION ABATEMENT NOTES: VARIES UP TO 20 FT. CONTINUOUS 'I,THE CONTRACTOR SHALL BE AWARE THAT THROUGHOUT THE DURATION OF THE CONTRACT IT WILL BE HIS RESPONSIBILITY TO y//� 4 FFISILT FENCE PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGI VARIES UP � 5'MIN. 1 MIN. ORIGINATING FROM ANY WORK DONE ON,OR IN TO 7 FT. OR STRAW BALES SUPPORT OF THIS PROJECT.THE EROSION CONTROL NOTES AND DETAILS SHOWN ON TH IS DRAWING ARE NOT INTENDED TO BE ALL SILT FENCE INCLUSIVE BUT SERVE AS A GUIDELINE FOR THE DEVELOPMENT OF THE CONTRACTOR'S EROSION CONTROL PLAN. 2. ALL CONTROLS SHALL BE PLACED PRIOR TO STARTING EARTHWORK OPERATIONS AND SHALL REMAIN IN PLACE UNTIL THE mcm DISTURBED AREAS ARE FULLY STABILIZED WITH A VIGOROUS GROWTH OF GRASS AND/OR SLOPE PROTECTION. ....::., GRASS LINED DRAINAGE SWALE 3. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT MIGRATION INTO WATER BY SILT,SEDIMENT,FUELS,SOLVENTS, N.T.S. r- ` o LUBRICANTS,CONCRETE OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION PROCEDURES. m Lo 4. ANY DEBRIS OR EXCESS MATERIALS FROM CONSTRUCTION OF THIS PROJECT SHALLBE IMMEDIATELY AND COMPLETELY c TOE OF SLOPE REMOVED FROM THE BED AND BANKS OF ALL WATER AREAS TO AN APPROPRIATE AREA FOR DISPOSAL. c+o a4 '• J. PERIODIC CLEANING AND INSPECTION OF TEMPORARY EROSION AND POLLUTION CONTROL DEVICES WILL BE REQUIRED AFTER 4"ROOF DRAIN o ANY STORM EVENT.INSPECTION AND MAINTENANCE SHALL BE REQUIRED. 6. IMMEDIATELY UPON COMPLETION OF EXCAVATION OR EMBANKMENT,THE CONTRACTOR SHALL INSTALL THE APPROPRIATE FINAL Z . .... DITCH LINING AS SHOWN IN THE CONTRACT DOCUMENTS AND/OR PLACE TEMPORARY DITCH CHECKS IN ALL ROADWAY AND OUTLET DITCHES AS OR DERED BY THE ENGINEERS. 1.5 - .... o 7. WHERE THE CONTRACTOR PROVIDES TEMPORARY CHANNELS TO KEEP HIS WORK SITE FREE FROM WATER DURING RIP-RAP BARRIER ••• CONSTRUCTION,TEMPORARY EROSION CONTROL CHECKS WILL BE REQUIRED. ROOF DRAIN OUTLET (4"-9"STONE) o .... BOTTOM OF POND 8. THE CONTRACTOR SHALL INSTALL OR CONSTRUCT AS SHOWN IN THE CONTRACT DOCUMENTS OR AS ORDERED BY THE 0 OF PITCH ENGINEER,CULVERT INLET TRAPS,SEDIMENT BASIN POOLS AND DAMS.THESE APPURTENANCES SHALL BE PROVIDED AS AN INTEGRAL PART OF CONSTRUCTING A CULVERT AND SHALL BE MAINTAINED AND REPLACED AS REQUIRED. a I � :: :• 9. IN THE EVENT DEWATERING OPERATIONS BECOME NECESSARY,A SETTLING BASIN WILL BE REQUIRED UNLESS THE PUMP SIDE VIEW DISCHARGE IS A CLEAR AND FREE OF SEDIMENT AS THE FLOWING STREAM. o DIRECTION OF FLOW 10. SILT FENCES SHALL BE INSTALLED IN AREAS OF CONCENTRATED FLOWS AND MAINTAINED AS SPECIFIED.SILT FENCES MUST BE c%l .... CLEANED AFTER STORM EVENS AND WHEN SEDIMENT AND DEBRIS REACH 50%OF DESIGNED CAPACITY. 11. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL w GRASS SEED AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF FINAL GRADING.MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. PLAN VIEW � E-4 DIRECTION OF FLOW 12. THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO ANY WATERCOURSE ANY WATER WHICH HAS BEEN USED FOR WASH �+ PURPOSES OR OTHER OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND,SILT,CEMENT OILS,OR OTHER . IMPURITIES.13. ~ EROSION TYPICAL ROOF DRAIN OUTLET TO SWALE � U LOCATED IN LINES FOR NEW YORK STATE URBAN E OSION AND SEDIM NT CO TROL.ACTUAL LOCATIONS OR SILT T FENCE AND OTHER MAY VARY DUE TO FIELD CHANGES, N.T.S. n 0 ON GOING CONSTRUCTION,WEATHER,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THESE CHANGES AND c 1 DITCHES TOE OF SLOPE ADJUSTING EROSION CONTROL DEVICE LOCATIONS ACCORDINGLY. l T 1 14. SEE THE EROSION CONTROL PLAN IN THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)FOR FOR SEQUENCE OF MAJOR ACTIVITIES. �+ DATE: 01.31.11 I SCALE: NTS TYPICAL EROSION CONTROL CHECKS DRAWN: RWG.CAD I NTS JOB: 0809 SHEET: S- 4. 2 2 NOTES FLOOR PLAN: 1. TYPICAL INSULATED EXTERIOR WALL, EXT METAL SIDING, INTERIOR METAL LINER PANEL, MIN 6 BATT AND VAPOR BARRIER, POLE FRAMING WITH - GIRTS EACH SIDE. 2. 5' X 7`X 4 CONC PAD AT DOOR. 3. TYP EXTERIOR POLE FRAME WALL- EXT METAL SIDING, LINER PANEL 10' TO ROOF, 2' GYP BOARD z LOWER HALF, 6" BATT AND AB. O 4. TYP INTERIOR STUD,WALL 3-5/8" METAL STUD AT — o 41 16" O.C., 2" GYP BOARD EACH SIDE. cn •° 5. TYP PLUMBING WALL, 5-1/2" WOOD STUD OR 6" — U) METAL STUD AT 16 O.C., 2 > " GYP BD EACH SIDE. w 6. FIRE EXTINQUISHER LOCATION (TYP). 7. 20 CONC APRON, 8 W/# 3 @ 12"O.C.E.Vft UPPER 3RD OF SLAB, 8" CRUSHER RUN SUBBASE, CONTROL JOINTS 10' O.C., BROOM FINISH ; 8. SEE SPECIFICATIONS FOR DOOR, FINISH, AND o WINDOW SCHEDULES 9. PROVIDE FRP SURROUND AT MOP AND SERVICE z N M d SINKS FRP MIN 4' EACH DIRECTION, FULL HEIGHT TO CEILING. 10. ALTERNATE UNHEATED COLD STORAGE/WASH BAY WALL EXT. METAL SIDING, NO LINER, NO ,N INSULATION, 11. 8" ST'L PIPE BOLLARD - CONCRETE FILLED ¢ co 12. 24 X 24 LOCKERS Z Y Q Z � o a o N W � wm • o a z a Li. W Q CD O LL 11 11 11 Z Q Q � —� ALTERNATE 40' Lo COD STORE 1 W L � 00 / CDa WASH BAY 168'-0" 40'-0" 3 W Q z � Q 7op-O a " " " 3'-8" 20'-0° 3'-8" 21'-8" '-0 8'-8" 20'-0" 8'-2 1/2 4'0 20'-0" 3-8 20-0 3->�'� 20'-0" 3'-8" 20'-0" cNrNN 0 qk HB HB1, ' 2 2 10B I 01D I i 01E 01F i I i 01G ! I ! BREAK j�3 ! ! I 10 T�_OR � II O • • - 109 ® ..: 12 II m 103 ER M 4 - TRENCH TRENCH .... DRAIN DRAIN 104E z 1oA c R 10 o M N N -, • of fus- 104 m TOOL • II COLD STOREMASH 105 o c� 4 Nco .� 110 1 TRUCK BAY os _ z o HALL os B II, = N � 3'-2'�--�' 106 �o V 3 w o a E-4 R T 7 4 0 © 8 10 1 ^ OFFICE o N I® 7,-�• 4 2 � �n o � 1 1 1 1 1 <,> 1 (07DB 2 , 1 1 m o1a °° _ 4'-4" - DATE: 1.31.11 H62 69'-0" 20'-0" SCALE: 1/8"=1 DRAWN: RWG.CAD 2 JOB: 0809 SHEET: A` 1 . 1 r III - NOTES FLOOR PLAN: '20 �" 1. TYPICAL INSULATED EXTERIOR WALL, EXT METAL SIDING, INTERIOR METAL LINER PANEL, MIN fi BATT AND VAPOR BARRIER, POLE FRAMING WITH GIRTS EACH SIDE. 2. 5' X 7' X 4" CONC PAD AT DOOR. 3. TYP EXTERIOR POLE FRAME WALL- EXT METAL cn LI NER PANEL 10' TO ROOF 2�' GYP BOARD z SIDING, , 2 LOWER HALF 6 BATT AND AB O. C 4. TYP INTERIOR STUD WALL 3-5/8 METAL STUD AT — o 16" O.C.,2' GYP BOARD EACH SIDE. cn - 5. TYP PLUMBING WALL, 5-1/2" WOOD STUD OR 6" _ a METAL STUD AT 16" O.C., 2 > GYP BD EACH SIDE. w \ 6. FIRE EXTINQUISHER LOCATION (TYP). r 7. 20' CONC APRON, 8"W/# 3 @ 12"O.C.E. UPPER 3RD OF SLAB, 8" CRUSHER RUN SUBBASE, U CONTROL JOINTS 10' O.C., BROOM FINISH 8. SEE SPECIFICATIONS FOR DOOR, FINISH,AND O o C) PROVIDE SCHEDULES _ 9. PROVIDE FRP SURROUND AT MOP AND SERVICE z - N I I (D CV SINKS FRP MIN 4' EACH DIRECTION, FULL HEIGHT r L I N G TO CEILING. � 10. ALTERNATE UNHEATED COLD STORAGENVASH (✓ BAY WALL EXT. METAL SIDING,NO LINER, NO M INSULATION, w Co Lo 11. 8" ST'L PIPE BOLLARD CONCRETE FILLED aco 0 12. 24 X 24 LOCKERS w Q z w uj t� u- w Z 0 0 z Q �{• e w U V a r Z REMOV ABLE z C <c SECTION o Nui OF N r Qa o RAILING 9-1 /4 LVL(2) WQ z �- SEE ELECTRIC � M Q 14 0— of o U NOTES • D W H 1 ----0 QO o , B-1 N CT-1 (2) 2 X 10 ------ co m m (2) 2 X 10 o . _ o z Mom• CV I ! 4 X 4 �! N RAILING I, I w O I � C) C oI jil Co CV 2 9-1 /4 L L CD I _- -- DATE: 1.31.11 SCALE: 1/8"=1' DRAWN: RWG.CAD 1 MEZZANINE MECH/PLUMB/ ELEC JOB: 0809 2 MEZZANINE STRUCTURAL SHEET: �.2SCALE: 1/4" = 1'0" �.2SCALE: 1/4" = 1'0" A 1 . 2 Z O c — o c� a� > ALTERNATE 1 40'COLD STORAGE BAY W 40'-1i~ 41 VENT-A-RIDGE Z N n 14- RIBBED STEEL ROOFING PANELS GABLE TRIM N M ARCH o METAL Lo SSR ROOF 00 5'O.G.GUTTERS a PANEL Y o z o W a � Z o w LL- L" w Z Q c ' � Q RIBBED STEEL SIDING PANELS CAST cm CD CD cm CD CD CD STONE 2 CORNERTRIM VENEE TRANSITION ON TRIM W � RIBBED STEEL WAINSCOT PANELS cr- BASE TRIM caa >- w 3 p Lo 20'-0° C O d h Q d N U M Q 2 EAST ELEVATION �-l SCALE: 1l8°._ 1'0" co ALTERNATE 1 40' COLD STORAGE BAY IBBED STEEL 40'-0° ROOF PANELS VENT-A-RIDGE .. a� X 6' INSULATED FIXED WINDOWS 5"O.G.GUTTERS ,� 1 ,� ,� ,� ,� ,� ,� ,� ,� ,� CORNER TRIM v •.•: •: El j RI BED S EEL SICING P NELS 2 ARCH w T NSITI N TRIPMETAL E•-4 RI BEDS EEL W INSC T PANT—T SSR ROOF PANELS Q -FTI I I I I B SE TRI r-i \---CAST U DECORATIVE STONE n WOOD COLUM VENEER LJ j VZ DATE 1.31.11 1 WEST ELEVATION SCALE: 1/8"=1' AVA SCALE: 1/8" _ 1'0" DRAWN: RWG.CAD JOB: 0809 SHEET: A 2. 1 A C d i U — W (D Ld NO-JAX GABLE TRIM SNO-JAX SR ROOF 5 ROWS, 5 ROWS, o SPACE 12"O.0 SPACE 12'O.0 o Z *- N V) d 12 3 El CV SR RoQF M HINT D H RDI PIANK R EIS o Lo TEE TRIM I a !�? 12 ap Y 4 o Z w N n W L s LmLi LL. LLJ w U i i O Q O O cfl 2 UD b W W w C9 Q Of Lo co Of [7 W a O W Q - Z a. CV V M ,¢ 2 SOUTH ELEVATION A 2.1 B SCALE: 1/8" = 1'0" j GABLE TRIM NO-JAX a� SNO-JAX ' 5 ROWS, _w .... 5 ROWS, SPACE 12"O.0 o .... SPACE 12"O.0 m . 12 3 Ch 1L I I [L O O .... CQ cn 1 NORTH ELEVATION A 2,1B SCALE: 1/8"= 1'0° V 1 O cn DATE: 1.31.11 SCALE: 1/8"=1' DRAWN: RWG.CAD JOB: 0809 SHEET: A 2. 1 B O c — o v — m Ld a� o RIBBED STEEL ROOFING PANELS zo cv M 2"x 4"PURLINS @ 21 1/2"O.C. INSULATION STOP! AIR DEFLECTOR N 2"x 4"BEVELED PURLIN 72'TRUSS 72'S.C.TRUSS C Lo o 00 V) o FILLER STRIP Z inY a o 2"x 6"BEVELED FASCIA o O W 5"O.G.GUTTERS i? b w Z FASCIA TRIM o o z a Q SOFFIT R 38 BLOWN-IN INSULATION R 38 BLOWN-IN INSULATION SIDING/SOFFIT CAP 4 MIL VAPOR BARRIER 4 MIL VAPOR RETARDER 2"x 6"OVERHANG NAILER OVERHANG NAILER RIBBED STEEL CEILING PANELS RIBBED STEEL CEILING PANELS TWO 1/2".DIAMETER THROUGH BOLTS AND TWO 1/2"DIAMETER THROUGH BOLTS AND 2"x 4"TOP BLOCK FOUR 20d RING SHANK NAILS 2"x 4"TOP BLOCK FOUR 20d RING SHANK NAILS 3/4"O.S.B.WALL FIRE STOP � 3/4"O.S.B.WALL FIRE STOP a >- w i� _ CLo RAILING: 4 X 4 POSTS @ 4, (2) Q BOLT TO LVL,2 X 4 TOP, BEVELED = Y } EDGE, 2 X 2 BALUSTERS AT 4" o < z RIBBED STEEL WALL PANELS O.C.,SET INTO TOP AND BOTTOM a M a RAILS o f-- a p 1 1-1/4"1"JST@ 12"O.C. R 19 BLANKET INSULATION 4 PLYWOOD 1/2" PLYWOOD _ 4 MIL VAPOR RETARDER M R 19 BLANKET INSULATION ILI ob N .... STRIPPING x 4 2" " DBL 11-1/4 .. 2"x 4"STRIPPING LVL RIM o . m . RESILIENT CLIP ,$'GYP BOARD 4 MIL POLY VAPOR BARRIER mw ':•'•'• BL TOP PLATE M RIBBED STEEL SIDING PANELS c RIBBED STEEL SIDING PANELS RIBBED STEEL WALL PANELS 2"x 4"NAILERS 2"x 4"NAILERS LAMINATED COLUMN z LAMINATED COLUMN 5/8"GYP BD 3.5" BATT INSULATION + 1 1/2"x 1 1/2"VERTICAL BLOCKING 1 1/2"x 1 1/2"VERTICAL BLOCKING O AT COLUMN LOCATION ..:: AT COLUMN LOCATION a� TRANSITION TRIM TRANSITION TRIM m : LAYER$,,FR GYP BD 2"x 6"NOTCHED NAILER 2"x 6"NOTCHED NAILER EA SIDE 20'-0' RIBBED STEEL WAINSCOT PANELS 20'-0" RIBBED STEEL WAINSCOT PANELS GRADE TO HEEL 7/16"x 32"OSB PANELS GRADE TO HEEL 7/16"x32"OSB PANELS • BASE TRIM 2 X 4 @ 16" BASE TRIM oo 2"x 8"TREATED BASEBOARD 2"x 8"TREATED BASEBOARD 2.,x 4"BASEBOARD � '•'• 2 X 4 PT PLATE AB @ 6' O.C- 1 1/2 x 1 1/2'BLOCK AND CONCRETE STOP TRIM 2"x 4'BASEBOARD ... 1"x 1 1/2" BLOCK AND CONCRETE STOP TRIM 6"CONCRETE FLOOR x6 -2.9 x2.9 WWF &FIBERMESH Fri ZP170 6"CONCRETE FLOOR x6 -2.9 x2.9 WWF 8. FIBERMESH W n.< d < n a G < 4 d < 9 a� FINISH GRADE xx>w(xxx&� Xy y y ° d< FINISH GRADE 1a: . .a o . . ►-� 6 MIL VAPOR RETARDER 2'x EPS INSULATION ( R 10) 2"x EPS INSULATION ( R 10) 8"MINIMUM COMPACTED GRANULAR BASE U 4"MINIMUM COMPACTED GRANULAR BASE "CRUSHER RUN THICKENED SLAB 2"x 8 1/2"EPS INSULATION 2"x 8 1/2" EPS INSULATION 5-0 5-0 ' (2) #5 CONT TREATED BOTTOM PLATE TREATED BOTTOM PLATE O BASE ANCHORS < . ., BASE ANCHORS CONCRETE PAD AND ENCASEMENT SEE F-1 FOR SCHEDULE DATE: 1.31.11 e CONCRETE PAD AND ENCASEMENT SEE F-1 FOR SCHEDULE , . SCALE: 1/2"=1' < ;d DRAWN: RWG.CAD d d' SECTION rB < K� A SECTION JOB: 0809 A 3.1� SCALE: 1/2" = 1'0" . SCALE: 172" = 1'0" SHEET: A 3. 1 'I 12'-9" I Z 1'-6" 39"-41 O El El 54" MIN a a 3-0 MIN � L M -_�A(C LAMINA BACK PLASH 2-0 12 12,E 4291 � ` LAMI ATE COUNTERTOP �� v �\ M MIN MIN CV bo SINK BASE AND SINK i 5,_0» in M d REFRIDG _ " BASE AB MAX HEIGHT 34" I MIN p I :� i O \ 7„-9„ o CV O N M � Z r 6 HC WC CLEARANCES 5 KITCHEN ELEV A 4.1 SCALE: NTS M A 4.1 SCALE: 3/8 _ � o C!� Lo o Z Q at Y O z W Qo N z W 3 p La W W o o W V W ctof MR GYP CEILING CERAMIC TILE 3 COLOR ACCENT TILE OLu ----CERAMIC TILE W CD IRROR (-- ¢ w o a Lo O 00 CL cr Y � rnC:3 Of SOAP DISPENSER w ¢ z o CL U OO HC LAV p Zak r� a O M � N TOILET PAPER HOLDER UNISEX HC REST ROOM 4 A-5 3 LOCKER ROOM ELEVATION A-4 SCALE: 3/8" = 1'-0" .: m I o •. to . o .• a o . z rcl o :• ACCOUSTIC CEILING TILE �I ACCOUS11C CEILING TILE PAPER T01 L HOLDER `CERAMIC TILE . CERAMIC TILE ACCENT TILE (AS DIRECTED) WASTE ECEPTACLE U .... MIRROR ! ACCENT TILE (AS DIRECTED) z SOAP CEIL'G. SUSPENDED METAL PARTITION DISPENSE GRAB BARS � 80 W TOILET PAPER AND WASTE RECEPTACLE AND WASTE RECEPTACLE j ER W TOILET PAPER HOLDER I � � O = N - Q PRECAST SHOWER PAN VPAPER TOWEL HOLDER/ �� WASTE RECEPTACLE 5-001 3-1 4 VINYL BASE BATHROOM ELEVATION 2 BATHROOM ELEVATION A-4 NOTE: SCALE: 3/8" = 1'-0" DATE: 1.31.11 A-4 SCALE: 3/8" = 1'-0" MIRROR IMAGE FOR OPPOSITE BATHROOM SCALE: AS SHOWN DRAWN: RWG.CAD JOB: 0809 SHEET: �, A 41 64'-0" 1 1 I 64' 0» 16-0 16-0 16-0 16-0 2 8 15-0 2 8 MBCI V7.2 24 G ROOF 16-0 16-0 16'-0" 16'-0' (n MBCI V7.2 24 G ROOF FI 4"X`1/12" PANEL, OR.EQUAL; I PANEL, OR EQUAL;GALVALUME. r\\ WOc — o COL CAP 1 a -9 W 12 X 30 LONG. TS 4 X 4 X 1 8 BRACE > I I I 1 o W 12 X 30 CROSS W 12 X 30 CROSS BEAM TYP. WELD OR / TYP., WELD OR BOLT TO w o -1 BEAM TYP. WELD OR 1 BEAM TYP. WELD OR BOLT TO CROSS BEAMS COL & ONG BEAM I I I I I W 12 X 30 CROSS BOLT COLUMN CAP I BOLT COLUMN CAP I I BEAM TYP. WELD OR I I 1 BOLT COLUMN CAP 3X3Xj ANG BRACE, TS 6 X 6 X 3/16 _ I I I _ _ COL. TYP EACH BAY, WELD 0�" � PP BOLrrosxl2x I o fp 1 1 :�•r s N COLUMNS A., Ito 0 N M d 1 z .�f. 12J16 LT GAGE GALV JOISTS ® W 12 X 30 LONG. •:.. •. �• �. ,,.,, ,,. 2'6" O.C.,AND EACH EDGE, CLIP BEAM TYP., WELD OR W 12 X 30 CROSS ANGLE TO CROSS BEAMS BOLT TO CROSS BEAMS BEAM TYP. WELD OR BOLT COLUMN CAP r__ M .... ry F-- e FOOTING SPREADER STORAGE U') o Z o GENES.-.� W Q J- w 3 w v s Z 2 SPREADER STORAGE STRUCTURE W A 5.1 SCALE: NTS cico O O co CD L�J I Q 20'-0" 20'-0" 10'-0" 7'-0" 0 of Q a- o 3 p Ln r--- I 1 --- -- -----------— — — ---— — ------- --�I � --- --------- ------ rn ( --------------- -------------------r T— — ---------- --- O Y� zQQ I p --- ------ — —J I I I I L— - ------ --J o_ I- i 0 1 N 1 50'-0" PR -CAST BUTRESS I r--- -------- -i r- --- ----- --i I I I I 1 F----- 12' X 5' X 18" FOOTING, co- L------------ ---J REINF W/ 9 #8 LONG,. #6 w .... ® 9" TRANS (PRECAST OPTIONAL) m N I M it •• PRE-CAST BUTRESS „ 1 z ---- -- -- . .... I I r J 1 _---- I L— ----- ------ I � U COVER-ALL BUILDING SYSTEMS, TITAN OR EQUAL, 50 X 80 I FABRIC & TRUSS SALT STORAGE STRUCTURE � o r ,---ASPHALT FLOOR 1 PRE-CAST TOP CAP OR BEAM � .....•. 9" PRE-CAST WALL USE "HEAVY DUTY ASPHALT FORT MILLER OR EQUAL, SALT ASPHALT CONCRETE FLOOR ••• � 9" PRE-C WALL .... PARKING DETAIL " FOR MATERI '� STORAGE PRECAST.WALL AND ,,qq .... 1 AND THICKNESSES. FINAL 1 7' X 30" PIER, REINF W/ 2 BUTTRESS SYSTEM, 9" WALL. "1.5" TOP, 3" BASE, c ASPHALT AND CRUSHER RUN ROWS#6 0 12" VERT, #4 TIES f= A449 GALV ANCHOR BOLT 9" PRE-CAST WALL FILL ALL LIFT HOLES W/ NON 6 TYPE 2 SUB BASE ; SUBBASE BY OWNER 0 12" (PRECAST OPTIONAL) i W PLATE AND WASHER PRE-CAST BUTRESS SHRINK GROUT AFTER ASSEMBLY 12 TYPE 4 SUBBASE cq 1 C" F1L OP'G W NON SHRINK GROUT EXTEND TO EDGE OF BUTTRESS r--- -------- -� r- ----- --- --i / 7' X 30" PIER, REINF W/ 2 is ROWS#6 ® 12" VERT, #4 TIES W 0 12" (PRECAST OPTIONAL) ,. , 1"0 - 181 EMBEDMENT. 3 COMPACTED 1 EDGE OF _ ': r :M1, • SUBBASE 1 ASPHALT MATERIAL PAVING ~ 12' X 5' X 18" FOOTING, � o I 1 REINF W/ 9 #8 LONG, #6 UNDISTURBE D 09 (PRECAST PRECAST O GROUND OPTIONAL) c 1 f-6a I I I 14 TIE ® 12" O.C. r---�-------- ---------� 6 BAR 12" O.C. i I I ) r- - VERT( TYP DATE: 1.31.11 P I a— a _ I ------------ --J SCALE: 1 8 -1 ----J I 1 1 DRAWN: RWG.CAD L— — — — — — — — — — — — — — —--� 1 SALT STORAGE BUILDING JOB: 0809- A 5.1 SCALE: NOT TO SCALE SHEET: I, A 5. 1 i II I SPECIAL HARDENED HOT DIPPED 29 GA GALVALUME ROOF PANEL ANCHOR DOWN NAILS FOR z TOP CHORD OF TRUSS 2 X 4 PURLIN @ 24" O.C. STRUCTURAL SUPPORT OF TRUSSES. 0 NY. CERTIFIED TRUSS 0 — o 4- 2 X 4 FASICA BOARD (2)2 X 15 TOP PLATE 29 GA PAINTED ROOF PANEL (n (1) EACH SIDE OF POLE SPECIAL HARDENED HOT DIPPED 2 X 4 PURLIN BOTTOM CHORD EAVE FACIA ANCHOR DOWN NAILS FOR OF TRUSS F J TRIM STRUCTURAL SUPPORT OF TRU55E5. > o 2x6 PLATE BRACING 2x6 TRUSS SUPPORTS -RAKE TRIM Ld 4 2" X 4" FACE BOARD PLUM CUT RAFT R I SAVE TRIM 2x4 PLATE SUPPORT RAKE FACIA (2) 2 X i O TOP PLATE IF NEEDED EAVE FACIA BOTH SIDES (1) EACH SIDE OF POLE VINYL SOFFIT e F&J TRIM BRacE SUPPORT 29 GA PAINTED WALL PANEL RAKE TRIM o • o Li F * J TRIM (FOR SOFFIT) (2) 2 X 8 TOP PLATE 29 GA PAINTED WALL PANEL GXG PRESSURE (I) EACH SIDE OF POLE " 6 TREATED PosT .6 RAKE OVERHANG DETAIL (12 ) z 6 X 6 POLE .6 RAKE FACIA TRUS I5 SUPPORT DETAIL BRACING DETAIL VINYL SOFFIT N M 51 DEWALL OVERHANG 1 2" F&J TRIM 00 �'�/ o Q L_L__ Y 5E5. L-Li`` z c / w Q cm) li O LmLi� W � � L� Lei � z Q 2 00 POLE FRAME COVER DETAILS o o z �1.2 SCALE:NTS Q I, -1 a it Q � �x 0 co a in � z o CL a . CL N V I II m W 24'-On 2 X 4 LATERAL & CROSS BRACING 10' O.C. $1-0n $'-On 29 GA PAINTED ROOF PANEL 2 X 12 TOP PLATE BOTH SIDES OF PO 2 X 4 PURLINS 24" O.0 a 12" OVERHANG P Q .... W • EAVE TRIM r5' EAVE FACIA G F & J TR M FOR SO POWER FOR z ..'.'.' I DIESEL PUMP X 6 KNEE BRACING . .... X 12 TOP PLATE BOTH SIDES PO .b ... KX�412LATE SUPPORT BOTH SIDE F POLE 29 GA PAINTED a ao ao (BACK WALL PANEL O I I � U ... 00 ao X 6 TRUSS SUPPORT .'.. pg yy 2 o DRIP EWE -I"XC6Ni.9-X 3.9�WiAFLA S .... N a 6 X 6 .6 P.T POLES ! .. .. r7 2 X 6 PLATE BRACE SUPPORT a P a �i POWER FOR GAS .... 2 X 8 BOTTOM NAf R U •a 8" COMPACTED 00 °0 PUMP X 6 .6 P.T POLES SUBBASE COURSE .:,�.r o d z 16" DIA x 12" CONCRETE FTG N 0 0 � 00 00 W a a - E'+ 81 Ii V - C L. O rT FUEL COVER STRUCTURE SECTION 1 FUEL COVER STRUCTURE PLAN VIEW A 5.2 SCALE: NOT TO SCALE �5.2 SCALE: 1/8"=1'0" DATE: 1.31.11 SCALE: 1/8"=1' DRAWN: RWG.CAD JOB: 0809 SHEET: A_ 5. 2 i it II 2115 BARS CONT. ANCHOR BOLT BEARING PLATE 6„ JOINT SEALANT SAW CUT 1/4" DEPTH U) 12» X 12» X 1" OR USE INSERT Z II BASE PLATE 1'-0 1 1/2"NON-METAL, I -1/2" NON SHRINK 45° # — 5 SMOOTH DOWELS O NON-SHRINK GROUT GROUT ® 24" O.C. E -W DIR ONLY - o USE SHIMS OR I O 4) �" ANCHOR � " GREASE ONE END o LEVELING NUTS I 2-0 AS NEEDED BOLTS. WELDED WIRE MESH + + o� 8 SQ. CONIC PER BREAK 2/3" OF > o TYP. BEARING PLATE DETAIL STEEL COLUMNS ;: STRAND @JOINT _ w F1 .1 N.T.S. 5 THICKENED FLOOR SLAB 4 CONTROL JOINT NOTE: 4) #s BARS VERT., F1 .1 SCALE: 3/4" _ 1�_��, F1 .1 N.T.S. #3 TIES ® 12"O.C. v I3' X3' X1' o i CONC FrG #6 BARS ® z° N � �t 9"O.C.E.W. i 2X3 KEYWAY(FORMED) c— • a e F- P O 1 1/2"EXPANSION JOINT W/PREMOLDED o ono GENERAL FOUNDATION NOTES: FILLER RECESSED 1"FROM SURFACE Z cc FILL GAP W/JOINT SEALANT AND BACKER L BEARING CAPACITY (_6 FOOTING SPREADER STORAGE en1. PRESUMPTIVE ALLOWABLE W TO BE VERIFIED IN FIELD F1 .1 NTS W � W um, d —4 (TYP.) pp�Jl 0+0 O o �o �'o Z Q O" + w v 2. CONCRETE: fc' = 4,000 PSI • �: •. c1 o � REINFORCING: fy = 60,0000 PSI W.W.F. CONT. Q 3. DEPTH OF PIERS & FOOTINGS SHOWN IS MINIMUM. 3 EXPANSION JOINT ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND. F1.1 N.T.S. 2 CONSTRUCTION JOINT Q 0 F1 .1 N.T.S. 0 4. DIMENSIONS TO ANCHOR BOLTS BASED ON Z a MORTON BUILDING SYSTMES. MODIFY AS REQUIRED 0 Q � W FOR SYSTEM ACTUALLY USED. r LJ-- _ � c a W Q Z o � a d F2 I F1 F1 F2 F1 F1 F1 F1 F1 F1 F1 F4 F4 F1 O O O F1 O O O F1 O O O F1 F1 F1 O O F4 F2 F2 O O O O O O O TYP. 4 4 Q 4 t. t. t ", ,,i t,i t.J t. t."� t. t." i .w cq .... F2 F2 FOOTING SC�JEDULE -SEE SPEC'IFICATIONS m . ------------- 0 , M F2 F2 ' _ O O " I ' ------ ----------- --- >+ FF=1087.2 - F2 F2 �j F2 z O SLOPE FLOOR 2" TO TRiENCH DRAT ELEV 1087.05 F5O --- -_-__-- - - -------------- --- F2 F2 Ell FD — -1 P. OFFIC AREA <----- -------- .... ------------- z :.'.:.:. I � 6 GARAG E AREA F5 ;--- F2 w O ------------------- ----------------- O EJ SLAB6X6 2.9X2.9 F h UPPER AB 8" S U B BAS L---- ----------- ---- ----- --i F2 F5 ' F2 F2 ~ O — ----- ---- ----- ------- O � U V1 SLOPE O ' ' F2 F3cn F2 F2 TO PAVEMENT FF 108 .75 EL=1087 r „ DATE: 1.31.11 . SCALE: F4 F4 F4 F4 F4 F4 F4 F4 F4 DRAWN: RWG.CAD TYP. TYP. O O O F4 O F4 F4 TYP. TYP. TYP TYP. TYP. , O TYP. TYP. TYP. TYP. O JOB: 0809 T` P SHEET: F 1 . 1 I, 'I PLUMBING NOTES: 1. SEE FIXTURE SCHEDULES IN SPECIFICATIONS PLUMBING LEGEND 2. ALL PIPING RUNS IN COMPLIANCE WITH NEW YORK SYMBOLS ABBREV DESCRIPTION STATE MECHANICAL AND PLUMBING CODE. V.T.R. VENT THRU ROOF 3. BELOW GRADE PIPING TO BE CAST IRON OR PVC. V.B.F. VENT BELOW FLOOR 4. VENT SANITARY LINES PER CODE. VENT THRU V) U.T.R. UP THRU ROOF ROOF. SLOPE ALL VENT PIPE T D .1��` PE HDPE S O RAIN MI N /FT. z POLYETHYLENE 8 1 HIGH DENSITY POLYETHYLENE 8 F.D. FLOOR DRAIN 5. PROVIDE SHUT OFF VALVES TO ALL FIXTURES, O Q H.D. HUB DRAIN LONG RUNS, AND GROUPS. _ OFD OVERFLOW DRAIN -6. PLUMBING CONTRACT TO START AT 5' OUTSIDE ® F.S. FLOOR SINK Q BUILDING LINE UNO, OR AS STUBBED INTO —AIR— AIR COMPRESSED AIR LINE BUILDING. COORDINATE WITH GC. A.F.F. ABOVE FINISHED FLOOR 7. GC TO BRING WATER LINE FROM WELL INTO URN PLUMBING EQUIPMENT DESIGNATION BUILDING A A W S SINGLE RUN FROM WELL WITH OUT �- DESIGNATED NUMBER JOINTS. KITCHEN EQUIPMENT NUMBER: REFER TO KITCHEN EQUIP. DRAWINGS FOR DESCRITION. 8. 1500 G SEPTIC TANK —SAN— SOIL OR WASTE (SANITARY)/ WASTE STUB 9. 2000 G HOLDING TANK PROVIDE HIGH LEVEL GW--- GREASE WASTE / WASTE STUB41 ALARM, EC POWER D Q GAS— GAS GAS / GAS STUB PROPANE GAS —ocw-- cw COLD WATER / cw STUB 10. TRENCH DRAIN BY GC. SLOPE MIN 17FT. , MIN INV 6" —DHW— HW HOT WATER / HW STUB Z cV1pol", - BE LOW FINISH FLO R. P O IPE TO HOLDING TA TANK BY —H.W.R.— HOT WATER RETURN PC. —v.-- SANITARY VENT 11. FINAL GAS CONNECTIONS TO HVAC EQUIPMENT TO —Sr— sT. STORM DRAIN BE WITH FLEXIBLE CONNECTORS AND SHUT OFF —CD— C.D. CONDENSATE DRAIN 8 rc; VALVES �--- C.O. FLOOR cLEArlour OR cLEANour T01 O GRADE 12. AIR DROPS TO BE 1/2";PIPE, BALL SHUT OFF, AND oLoco .� C.O. WALL CLEANOUr QUICK DISCONNECT. TERMINATE NO HIGHER o THAN 40"A.F.F Y a z o —W— WELL RAW WATER FROM WELL a >- —TW— TW PREMIXED TEMPERATURE WATER w Q w N g 3 U 0 -E— H.B. HOSE BIBS —J w L� W z GV SHUT-OFF GATE VALVE `owow v -- S.O.C. SHUT-OFF GAS COCK 3z 'Z3 Q v C.V. CHECK VALVE CD R R cfl P.T.R.V. PRESS-TEMPERATURE RELIEF VALVE Z --r r-- B.V. BALL VALVE rRUN AIR LINES CLOSE TO m BELOW GRADE CEILING. AIR LINES TO C.W. COLD WATER ❑O C.O. EXTERIOR CLEAN OUT TERMINATE IN DROP AND / i WATER DROP TO ! III— U.C. UNION CONNECTION SHUT OFF VALVE. SLOPE FROST PROOF I J TO DRAIN MIN " FT TOce �1 a ' DROPS. HYDRANT—� n } HB2 j = o Lo CL _ Y 12 AIR DROP , , m HB1 T•'1 .-� Z _ , En a � �-�-� N AIR DROP TYP 1 WATER DROP TO �_ a [12] I I I HOSE BIB, TYP `, I I TYP 1 CL of - WATER DROP TO / `- WATER DROP TO '/ I� "ct ' < HOSE BIB, TYP� I I 018, TYP-_/ I 12 AIR DROP TYP I 4 Q HOSE ,,ICU) ❑ ( ( 1 Q Q I Q 1 2 AIR DROP TYP 8 I FLEX CONNECTION TO Q i a ❑ LOCATIONS BURNER TYP I `�' '7vn I I 1 , I 3" yr 1 r I 1 1 SK1 i ! I 1 10 1 10 I ' ' EYE` 1 - -- 1 3/4" CU -------------------- -------------- AIR------- -----1 », -----------------j- ------------- --------------------�- 4 FD O ---- , I 1 m WATER DROP TO Q I I W' � i�---L■ M �II FROST PROOF 1 1 '1 4 CO N FOR FEED ch HYDRANT WATER DROP TO I -P I 1 1 BOILER KL � -�� Q /--HOSE BIB, TYP I 1-1 [If s 1 I L �� 1 1 c .... r - --- m 41D 3/SH / 1 a, m 1 „ " f_ --------_------ ----_-_ )►)) C 1 s" z Cu I— -------GAS ------� ------- --- 2 ------------ ----- —GAS---- I ! 1 C1 ' z . I I � 4" WATER DROP TO 9 D FROST PROF �" "/F TO 6 TANK I I ----r■ 3� UT U .... _ .... " .... 3/4 CU Q 1 LL. IQ I I � Q3" I I z E SPECIFIED PIPE 1 I 1 1 I1 l' 3" FD - II _ I WATER DROP TO I I I FROM REGULATOERI I HL/4V HWC 1 1/2" CU ACOMP 1 I TO EQUIPMENT 1 I �_ 1 " HOSE BIB, TYP 0 1 1/2 CU 1 I ,--- I I cIF o w ❑ AIR DROP 1 FILTER, DRYER, 1 I j 11 I 1 _I -' --- �/ 1 2 TYP AND OILER 12 AIR DROP i I AIR DROP I AIR DROP I L-------- ----------- - TYP WATER DR P TO H 12 ,b TYP TYP HOSE BIB I ❑ <C I 1 TYPE � I J H62 cf) � l—I WINTER DROP TO (� cn MOST PROOF FC-1 vP:� HYDRANT--/ SEE.MEZZANINE PLAN UNDERGROUND 1-1/2- HDPE PIPE TO WELL GC TO 'TERMINATE FOR CONTINUATION REGULATOR BY PROPANE SUPPLIER AT VALVE INSIDE HEATED GARAGE SPACE. RUN AS SINGLE RUN ___________________ -- WITHOUT JOINTS FROM WELL TO TERMINATION AT LEAST 12" ABOVE 9 1 1 DATE: 1.31.11 FINISH FLOOR. PC TO RUN FROM VALVE TO REMAINDER OF � �'�'i �'"' SYSTEM. SCALE:----------------------- 1 DRAWN: RWG.CAD UNDERGROUND 1" HDPE PIPE TO PROPANE I JOB: 0809 GA S TANK BY GC. TANK BY SUPPL IER. CO NFIRM PIPE TYPE COMPATIBILITY WITH SUPPLIER PRIOR SHEET: TO INSTALLATION. ` I ! 6" OA .� 6" OA 6" OA 61 1 OA 4„ FLEX TO VP2 � FILTER HOUSING VP1 L-1 HB2 L-1 TYP I i Fcr I I RHB1 (TYP) cn RH ZONE 1 RHB1 (TYP) BREAK)RH ZONE 2 CONTROLBOX z CONTROL BOX I r l 1= 4" FLEX I I I I 0 t II COMBUST c U — I ! 4�� DUCT 4 CT I AIR(TYP) I I ! Q I RH 4 X 30 a 4" DUCT �I� - s ! 411 DUCT .I I ] o I __-_—_---_—___-__-__---- I I _ - - ---- ---- I I I i L__�—_�_ _ 1 ____-r-------____—_—_—____ 1 �_ _-____—�_— — w ------------ -1 --� -� �, I � ,, X 30 � I T1 RH 4 i ��I I I TORE" R 109 I RH 30 RH 4" X 68'+/_ i RH 4 X 30 I I I ZONE 2 Q I � 4 J RH 4° X 40� I 103 LOCKER SEE MEZZANINE (n I I PLAN FOR FEED 4 FLEX I I I I EF 1 0 N V) -4-1 1 TRUCK EXG COMBUST I Q i I I I ( � To BOILER 6.. DUCT TO ROOF z FAN- WALL MOUNT I I AND CAP AIR I 1 TYP RH B U- -- - - — I S 1 Iy FST 10" DUCT UP THRU m L�+�� �` I ` I RHB1 TYP �'1 Co R I 104 I M E I 1 6.1 DUCT Z M AP _ E L I I R1,(TYP)' I (TYP) T RHB1 (TYP) LL1 o ROOF, RAIN C SER HOSE R h >�, i I C CO & TRUCK , 4" DUCT TO ROOF a "o EXHAUST FLEX --- ---- --- --- - - - - - I�-- SAS - �- - - -- 2 � —GAS O a AND CAP o z o HOSE & END 4" FLEX 4" FLEX _ 4 FLEX a OLD STOREMASH TOOL ZONE 1 W o o W FUA1 CONTROL BOX COMBUST COMBUST N COMBUST RH 4 X 3 W z ,� W z 110 AIR AIR Q AIR 105 EF-3 o o u- TRUCK BAY OIL RH 4" X 35' 101 RH 4" X 35' RH 4" X 68'+/ WA O o WASTE FURNACE RH 4" X 35' Z Q II BY OWNER I HALL uj 1 os Z or Q SPECIFIED PIPE REST n— Of FROM REGULATOER 108 T2 Lo co TOEQUIP MENT U d o_ r- OF FICE x RH 4" X 16'+/- RH 4" X 40' RH 4" X 20' RH 4" X 20' I o a v 0 z A- I wZz immilp �o � HB2 4"DUCT, WALL CAP 1 HVAC EQUIPMENT SCHEDULE Fc EF-4 EF-4 SEE M1.2 FOR IN FLOOR M 1.1 2 HV/�AC FLOOR PLAN REGULATOR BY PROPANE SUPPLIER HEAT AND OFFICE AREA EQUIPMENT EQUIPMENT TYPE ROOM LOCATION MAKE MODEL INPUT D.O.E. COMMENTS M I SCALE: 1/8 —1 0 , DESIGNATION NUM CAP DHW-1 WATER HEATER MEZZ WEIL MCLAIN GOLD PLUS 30 8 GPM 115 GAL/1ST HR@ 1000 RISE B1 BOILER MEZZ WEIL MCLAIN ULTRA 230 230 MBH 207 MBH INSTALL LP GAS ORIFICE FURNISHED W/BOILER, co CQ .... PROVIDE 4"FACTORY WALL VENT PLATE, WALL MOUNT OR PROVIDE CONCRETE MOUNT PAD FOR IGNITION W SOURCE A MIMIMUM OF 18"ABOVE FLOOR AS-1 AIR SEPARATOR, MEZZ CALEFFI SERIES 542-062A MAX 80 GPM FLANGED 2-1/2",PROVIDE FACTORY INSULATION JACKET UNDERGROUND 1 n HDPE PIPE TO PROPANE HYDRAULIC SEPARATOR, GAS TANK BY GC. TANK BY SUPPLIER. CONFIRM Lcm co sTRAINER PIPE TYPE COMPATIBILITY WITH SUPPLIER PRIOR EX-1 EXPANSION TANK MEZZ AMTROL SX 90V 1-1/4" PIPE AS SHOWN TO.INSTALLATION. ' k PB BOILER B1,B2 MEZZ TACO 0014 21 GPM 12 FT HEAD,INCLUDE WITH BOILER I O Ch CIRCULATOR PUMPS r--24V Z 131 ZONE 1 MEZZ TACO 007 4.49 GPM 9.9 FT HEAD,PROVIDE 3/4"FLGS OFFICE/PARTS I CIRCULATOR PUMP --PRESSURE .... P2 ZONE 2 C EW MEZZ TACO 007 4.73 GPM 9.83 FT HEAD,PROVIDE 3/4"FLGS ZONE #1 1 U 1 { SWITCH � :•: ! i r---FLOW PROVE .... CIRCULATOR I I i PUMP I i I PRESSURE SWITCH P-DWH D W H MEZZ TACO 0012 8 GPM 13.3 FT HEAD,PROVIDE 1-1/4"FLGS CIRCULATOR I (OUTSIDE AIR) PUMP BURNER fir- LWCO LOW WATER MEZZ MCDONNEL RB-120 CODE 4 COMPLIANT RECEPTACLES I I CUTOFF MILLER II P P .... LIM HIGH LIMIT MEZZ HONEYWELL 1_4006E1067 MANUAL RESET FIELD ADJUST TO210OF PRV REDUCING VALVE MEZZ BELL& FB 38 3/4" FIELD ADJUST TO 16 PSI I I I 1 .... GOSSETT BFP BACKFLOW 101 TRUCK BAY WATTS 9-D 3/4" PREVENTOR I I I 1 1! O • T3,T4 RADIANT UNIT 101 GARAGE HONEYWELL INTERLOCK BURNERS AND EXHAUST PUMP,MARK IN j,--VACUUM PUMP THERMOSTAT NUMBERS NOT DEGREES,NO THERMOME—"!R I ! I I I I �� MOTOR Cat T2 ZONE 2 102 BREAK HONEYWELL T631F1068 MOUNT 4'-6"A.F.F. I I I 1 1 OV230V THERMOSTAT T1 ZONE 107 OFFICE HONEYWELL T631F1068 MOUNT4'-6"A.F.F. I I II II 1THERMOSTAT II II w I H FUA-1 SERVICE AREA 101 TRUCK BAY PLYMOVENT SER HOSE REEL VEHICLE REPAIR EXHAUST SYSTEM, 3 HP I I 1 TRUCK EXHAUST WITH WALL MOUNT SYSTEM I FAN Ti--------- EF-1 EXHAUST FAN 103,104 RESTROOM, GREENHECK 300 CFM FAN,CONNECT TO LIGHT SWITCH,BACKDRAFT LOCKER DAMPER AND COMBINED OR INDIVIDUAL VENT THRU ROOF 120V, 1 PH, 60HZ, I r-----�i j i i i i i II EF-2 EXHAUST FAN 108 HC RESTROOM BROAN L100MG 121 CFM FAN,CONNECT TO LIGHT SWITCH,BACKDRAFT I ! LLL-1l_Il-LI--- DAMPER,VENT THRU WALL WITH CAP 20 A MAX------i I I— I EF-3 EXHAUST FAN 105 TOOL,JANITOR GREENHECK 150 CFM FAN,CONNECT TO LIGHT SWITCH,BACKDRAFT I I 1 I F V ) O DAMPER,THRU ROOF I I : I ZONE EF-4 WALL EXHAUST 101 TRUCK BAY GREENHECK SCR3-30-418-B7 7500 CFM WALL MOUNT PROPELLOR FAN WITH WALL — — -----_J_--_---_--i I I CONTROL ! FAN HOUSING,SCREEN, FACTORY WIRED MOTORIZED ---------------------J I ! - EXHAUST DAMPER AND 45 DEGREE WEATHER HEAD AND j PANEL MOTOR SIDE GUARD. 3/4 HP.230V. PROVIDE START, STOP,AUTO STARTERS AND RELAYS TO WIRE WITH I I MACURO FAN CONTROLLER. I I FC-1 BUILDING 101 TRUCK BAY MACURO SS103-3A OR EQUAL CS 102A DETECTORS OR EQUAL TO OPERATOR EF-4 I I EXHAUST FAN FANS AND MOTORIZED DAMPERS ON L1 LOUVERS AND L---------------J CONTROLLER FAN DAMPER: DATE: 1.31.11 L1 LOUVER 101 TRUCK BAY AIR INTAKE AND VENT FOR VEHICLE EXHAUST SYSTEM, 2'X 8'WITH MOTORIZED DAMPER,TIE TO CO SCALE: 1/8°=1' CONTROLLER FOR EF-4,PROVIDE RELAYS AND CONTROLS AS NEEDED TO ELECTRIC CONTRACTOR VP-1,VP-2 VACUUM PUMP 101 TRUCK BAY ROBERTS EP-201 1.5 HP,PROVIDE ALL STARTERS AND EQUIPMENT DRAWN: RWG.CAD GORDON CO- NECESSARY FOR ELECTRIC CONTRACT WIRING RAYVAC TYPICAL INFRARED ZONE CONTROL AND IRE JOB: . 0809 RH-1 INFRARED 101 TRUCK BAY ROBERTS 4"CO-RAY-VAC HEATER TUBE GORDON CO AND REFLECTOR RAYVAC SHEET: RHBI INFRARED 101 TRUCK BAY ROBERTS CRVB-10. 100,000BTUH HEATER PROPANE GORDON CO- BURNER RAYVAC . 1 ZONE PIPING SCHEDULE �.2 u ZONE NUM AREA SERVED ROOM.NUM SUPL. 8� RADIANT NUM OF TUBE GPM HEAD(FT) LAYOUT NOTES I� ------------------------------------------------------ RET. PIPE TUBE DIAM. TUBES LENGTH Z -------------___—_-----------------------------_--_—___ (FT) p 0 --_-------� BREAK __—� � ~_�� 1 OFFICE, HALL, PARTS, 105, 106, 3/4" 3/411 3 250 4.49 9.9 INSTALL 1,4 ------------- HC REST 107,108, 109 12 O.C. 102 4 BREAK,LOCKER, 102, 103, 104 3/4" 3/4" 4 250 4.73 9.83 INSTALL 1,4 > RESTROOM 12"O.C. w ---------------—----—--- ---------------------------------------- 5 DHW 103 1-1/4 NA NA NA 12 4.4 3 a� 0 --------------------- ----------- ------------------------ NOTES: n ------------------------------------------------------------ 1 SEE RADIANT FLOOR MANIFOLD DETAIL Z •— N P7 2 SEE A 1.2 MEZZANINE PLAN FOR EQUIPMENT LOCATIONS _—_------------_--------------------------------------___ 3 SEE EQUIPMENT SCHEDULE..FOR CIRCULATOR ---------------------------- ----------------------- I ----_---------- -- -------------------------- 4 LOCATE MANIFOLD IN RM 105 - ---------------------------- 5 SEE M1.2 FOR ZONE AND TUBING LAYOUTS M `l ---__—_------- ------ _—__------------------- p co Q d- F o oIS Z-- - ----- ------ _ \ J N W i WU � z ZONE 2 U- U Z U- w ; W U _-_—_--__ — ---- ---_ __--- ------ LEI Q ---- -�AC)C EFml- --------- U Q ---------------------_—_�—�����___----__ 6" DUCT TO ROOF w _---__----- ,� Q of o , - ---- ---- ---- --- ---- r--- ----- go- Lo AND CAP W a WQ z �Z M U ----�-- d 3 Q CO I o � --------------------- ------------------------ Ep_� 6 DUCT _—_---_--------_---------_—_------------- — T3 ---------------_--------------------------- -- __----__—_--__ _----------- ---__—_ —_ L 4 DUCT TO ROOF ---- AND CAP i r 11W ZONE 1 TOOLi � t ! i 105 ! EF-3 ! ! � ! Iiilillitt ! tii � i = t � .... 2 .... HALL ' 106 ' ; HC REST I 108 ! OFFICE ! , ! ! ! ! i 107 ! � _ ! I 1 I ! I I ji DATE: 1.31.11 SCALE: 1/8"=1' - DRAWN: RWG.CAD 4•' DUCT, WALL CAP JOB: 0809 SHEET: M 1 . 2 1 BOILER MEZZ WEIL MCLAIN ULTRA 230 230 MBH 207 MBH INSTALL LP GAS ORIFICE FURNISHED W/ BOILER, PROVIDE 4" FACTORY WALL VENT PLATE, WALL MOUNT OR PROVIDE CONCRETE MOUNT PAD FOR IGNITION SOURCE A MIMIMUM OF 18"ABOVE FLOOR -1 AIR SEPARATOR, MEZZ CALEFFI SERIES 542-062A MAX 80 GPM FLANGED 2-1/2", PROVIDE FACTORY INSULATION JACKET HYDRAULIC Lo SEPARATOR, z STRAINER O -1 EXPANSION TANK MEZZ AMTROL SX 90V 1-1/4" PIPE AS SHOWN c 0 BOILER 131,132 MEZZ TACO 0014 21 GPM 12 FT HEAD, INCLUDE WITH BOILER cn •° CIRCULATOR c.> PUMPS ZONE 1 ZONE 2 > LEI 1 ZONE 1 MEZZ TACO 007 4.49 GPM 9.9 FT HEAD, PROVIDE 3/4" FLGS OFFICE/PARTS 0 CIRCULATOR PUMP I I I ( SEE SCHEDULE FOR ZONE PIPING DIAMETERS z° C-41 n It ZONE 2 CREW MEZZ TACO 007 4.73 GPM 9.83 FT HEAD, PROVIDE 3/4" FLGS AREA CIRCULATOR I T I M PUMP �� , AS-1 - I - SEE.EQUIPMENT SCHEDULE FOR CIRCULATOR DATA � � H D W H MEZZ TACO 0012 8 GPM 13.3 FT HEAD, PROVIDE 1-1/4 FLGS 1-1/4" 1-1/4 _ o CIRCULATOR ,- --- ------ I I Of PUMP Z %O LOW WATER MEZZ MCDONNEL RB-120 CODE 4 COMPLIANT H-- �-- a } W � CUTOFF MILLER _ I- I -1-1/4 Q W z LWCO I L_ - HIGH LIMIT MEZZ HONEYWELL L4006E1067 MANUAL RESET FIELD ADJUST TO 2100E LIM _- — 0 o Z Q G W U V REDUCING VALVE MEZZ BELL & FB 38 3/4 FIELD ADJUST TO 16 PSI \ PRV LBFP W_ o o _ GOSSETT ' P BACKFLOW 101 TRUCK BAY WATTS 9-D 3/4" - I I DHW-1- r , B-1 �/4 PREVENTOR ' �I -- --- RADIANT UNIT 101 GARAGE HONEYWELL INTERLOCK BURNERS AND EXHAUST PUMP, MARK IN L_J� 1-1/4" 3/4" 3/4"CW BY P.C.--� Uuj a THERMOSTAT NUMBERS NOT DEGREES, NO THERMOMETER WALL --------- -� I Q < E 2 102 BREAK HONEYWELL T631 F1068 MOUNT 4'-6"A.F.F. MOUNT BOILERS TO ELEVATE ZON BLOW DOWN �- EX-1 IGNITION SOURCE MINIMUM 18" --- _ ¢ 0- : o THERMOSTAT PIPE TO FLOOR _ o Lo ABOVE FINISH FLOOR CONDENSATE TO DRAIN BELOW 1-1/4" = o0 1 ZONE 107 OFFICE HONEYWELL T631 F1068 MOUNT 4'-6"A.F.F. DRAIN INFLOOR `-' 1 THERMOSTAT BELOW, PROVIDE DRIP SEE EQUIPMENT SCHEDULE FOR HEATING SYSTEM COMPONENTS w a z PAN No °- 04 O M -1 SERVICE AREA 101 TRUCK BAY PLYMOVENT SER HOSE REEL VEHICLE REPAIR EXHAUST SYSTEM, 3 HP a TRUCK EXHAUST WITH WALL MOUNT 3 BOILER SYSTEM PIPING SCHEMATIC SYSTEM FAN M2.1 -1 EXHAUST FAN 103, 104 RESTROOM, GREENHECK 300 CFM FAN, CONNECT TO LIGHT SWITCH, BACKDRAFT LOCKER DAMPER AND COMBINED OR INDIVIDUAL VENT THRU ROOF 2 EXHAUST. FAN 108 HC RESTROOM BROAN L100MG 121 CFM FAN, CONNECT TO LIGHT SWITCH, BACKDRAFT DAMPER VENT THRU WALL WITH CAP MANIFOLD NOTES -3 EXHAUST FAN 105 TOOL, JANITOR GREENHECK 150 CFM FAN, CONNECT TO LIGHT SWITCH, BACKDRAFT RADIANT MANIFOLD DETAIL DAMPER , THRU ROOF 1. MOUNT MANIFOLDS 2'-2.5'A.F.F. 7 FM WALL MOUNT PROPELLOR FAN WITH WALL T 3 -4 WALL EXHAUST 101 TRUCK BAY GREENHECK SCR3 30 -418 B7 500 C �❑ FAN HOUSING,SCREEN, FACTORY WIRED MOTORIZED . ---I —�- —i---�- --T— ❑ - ] � 2. REFER TO ZONE PIPING SCHEDULE. FOR � EXHAUST DAMPER AND 45 DEGREE WEATHER HEAD AND MANIFOLD DIAMETER QUANTITY AND LENGTH MOTOR SIDE GUARD. 3/4 HP. 230V. PROVIDE START, OF LOOPS :: STOP, AUTO STARTERS AND RELAYS TO WIRE WITH I ^� ^� ^� ^� ^� •:• ... MACURO FAN CONTROLLER . � 3. PROVIDE THERMOSTATS ON BOTH SUPPLY AND m ... .; li PROVIDE CONDUIT SLEEVE AT FLOOR RETURN EQUAL TO WINTERS T131AG4 .. . -1 BUILDING 101 TRUCK BAY MACURO SS103-3A OR EQUAL CS 102A DETECTORS OR EQUAL TO OPERATOR EF-4 FANS AND MOTORIZED DAMPERS ON L1 LOUVERS AND ------ ------- --------- EXHAUST FAN --�_�I CONTROLLER FAN DAMPER. 1 LOUVER 101 TRUCK BAY AIR INTAKE AND VENT FOR VEHICLE EXHAUST SYSTEM, CONC FLOOR :. 2' X 8' WITH MOTORIZED DAMPER, TIE TO CO z CONTROLLER FOR EF-4, PROVIDE RELAYS AND CONTROLS AS NEEDED TO ELECTRIC CONTRACTOR 0 VP-2 VACUUM PUMP 101 TRUCK BAY ROBERTS EP-201 1.5 HP, PROVIDE ALL STARTERS AND EQUIPMENT 2 INFLOOR HEAT MANIFOLD DETAIL _ SUPPLY AND RETURN GORDON CO - NECESSARY FOR ELECTRIC CONTRACT WIRING RAYVAC M2.1 -1 INFRARED 101 TRUCK BAY ROBERTS 4" CO-RAY-VAC HEATER TUBE GORDON CO , AND REFLECTOR RAYVAC B1 INFRARED 101 TRUCK BAY ROBERTS CRVB-10 100,000BTUH HEATER PROPANE GORDON CO - BURNER RAYVAC 0 T1 T2 0 a - � 3 � � w 4 EQUIPMENT SCHEDULE --_� '�� TACO SR 505 KEYED NOTES CONTROL SCHEMATIC ,.., s ZONE PUMP RELAY M2.1 r I 1. 11OV, A, ISC. BY E.C. DHW-1 1- B-1 - BOX 15 L -- _—_______� 2. SR505 DR CONTACT TO BE WIRED 70 O L-J L---J PRIORITY2 P-15#1 &2 OF MASTER BOILER / cn 3. MASTER TO SLAVE MODULATING SIGNAL 4. WIRE DHW-1 THERMOSTAT TO P-11, 4 &5, ' PRIORITY 1 TERMINALS OF MASTER BOILER. WIRE DHW CIRCULATOR TO P2,#1 &4. LA LA _ 5. WIRE BOILER CIRCULATOR TO P2, #'S 2 &5. 1 2 - DATE: 1.31.11 ZONE CIRCULATORS SCALE: ' DRAWN: RWG.CAD �1EBOILER CONTROL SCHEMATIC Job: osos M2.1 SHEET: M 2. 1 i LIGHTING NOTES: 1 . FOR LIGHT FIXTURE SCHEDULE SEE SPECIFICATIONS ELECTRICAL LEGEND •2. FOR CIRCUITING SEE PANEL SCHEDULE WP WP DENOTES NEMA 3R WEATHERPROOF 3. SWITCH BANK FOR GARAGE LIGHTS. 7 THREE WAY SWITCHES, ONE - SINGLE POLE SWITCH--MOUNT AT 42"AFF TO CENTERLINE FOR EACH BAY, ONE FOR MEZZANINE DUPLEX RECEPTACLE -MOUNT AT 18"AFF TO CENTERLINE 4. TELEPHONE SYSTEM BY OWNER. EC TO INSTALL OUTLET BOXES AT DUPLEX RECEPTACLE--MOUNTED HIGH z LOCATIONS INDICATED. STUB CONDUIT IN WALL ABOVE CEILING IN GFCI RECEPTACLE- O OFFICE AREA. IN OFFICES CONCEAL CONDUIT RUNS AND 240 VOLT, SINGLE PHASE, 4 WIRE RECEPTACLE .2 TERMINATE IN TOOL ROOM. PROVIDE 2 2" CONDUITS FROM REEPT PURPOSE EQUIPMENT CONNECTION OR _ ( ) RECCEPTACLE � SERVICE ENTRANCE AREA TO TOOL ROOM FOR USE BY TELEPHONE o JUNCTION BOX > Ld COMPANY MOTOR RATED SERVICE SWITCH ry 5. ROOM LIGHT SWITCH TO OPERATE EXHAUST FANS IN EACH ROOM. EFC EXHAUST FAN--PROVIDED & INSTALLED BY MECHANICAL CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR USE MOTION SENSOR SWITCH FOR THESE APPLICATIONS HOT WATER HEATER--PROVIDED & INSTALLED BY MECHANICAL 6. (6) FIXTURES ON NIGHT LIGHT CIRCUIT TO LP-1 WITHOUT SWITCHES FH-W CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR IN GARAGE, UH UNIT HEATER--PROVIDED & INSTALLED BY MECHANICAL z° r CV r7 7. SECURITY SYSTEM TO CONSIST OF DOOR CONTACTS AND MOTION CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR DETECTORS, REMOTE KEYPAD AT ENTRY DOOR. ALARMS AND DIAL INDICATES NIGHT LIGHTS OUT TO MONITORED LOCATION TIED TO FIRE ALARM SYSTEM EXIT LIGHT 8. FIRE ALARM SYSTEM TO CONSIST OF MANUAL PULL STATIONS, 0 2 BULB FLORESCENT STRIP a00 SMOKE AND HEAT DETECTORS AND ALARM HORNS AND STROBES. C INCANDESCENT LIGHT 0 Y N AGENCY AND BE TIED TO FEBEMERGENCY BATTERY BACKUP LIGHT Z ¢ o SYSTEM TO DIAL OUT TO MONITORING ENW G C <C w SECURITY SYSTEM. LOCATE CONTROL PANEL AT MAIN ENTRANCE FIRE ALARM CONTROL PANEL AND AIVNUNCIaroR W � W Z FRCP DOOR uj - 9. CONDUIT AND UG CIRCUIT FOR FLAGPOLE LIGHTS CH HEAT DETECTOR CDo o _ n[F] ALARM SYSTEM STROBE LIGHT AND HORN z -0- STROBE LIGHT ONLY Li B _ ALARM BEAM SMOKE DETECTOR C 0 fV ,2 a C SMOKE DETECTOR w CD 3 p00 OH OVERHEAD DOOR CONTACT SECURITY SYSTEM te.a o � z CC DOOR CONTACT SECURITY SYSTEM ui N d M Q KF' KEY PAD SECURITY SYSTEM ate. o M MOTION SENSOR O SCU SECURITY CONTROL PANEL E E E E E E E OH F OH 83 OH 0 k_3 OH 8 OH e3 OHS 7 r 7 1-81 3co S , 3 o •. m o � I M L o j J b m .... - L I .� -- 8 IF 3 ►-❑E 3 r E J3 3 5j 3 z 5 OFr U. W g -- Eri (2D n L)7r7 5 r7v;;: P. C 5 F EB a 7 V 1 0 OF cn O \ � 6 ��I DATE: 1.31.11 J SCALE: . 1/8°=1 MF LP-1 PP-1 TS/MD DRAWN: RWG.CAD WEB EB F PP-2 MD EB JOB: 0809 E E E SHEET: � E 1 . 1 ELECTRICAL NOTES: 1 SEE PANELS SCHEDULES IN SPECIFICATIONS ELECTRICALLEGEND 2 CONTACT NYSEG FOR FINAL POLE LOCATIONS AND WP WP DENOTES NEMA 3R WEATHERPROOF SERVICE TO SITE SINGLE POLE SWITCH--MOUNT AT 42"AFF To CENTERLINE 3. ALL WIRE SIZING IN COMPLIANCE WITH NEC 4. INFRARED HEATER BURNER CONNECTION. PROVIDE DUPLEX (t DUPLEX RECEPTACLE--MOUNT AT 18"AFF TO CENTERIJNE V) 120V OUTLET ADJACENT TO BURNER AT EACH LOCATION. MAST ON BUILDING � DUPLEX RECEPTACLE--MOUNTED HIGH BURNER OUTLETS FED FROM ZONE CONTROLLER z 5. OVERHEAD DOOR MOTOR SEE SPEC. 3 HP. POWER TO GFI cFa RECEPTACLE- 4 OPERATOR BY EC. LOW VOLTAGE CONTROL WIRING BY OHD 6 240 VOLT, SINGLE PHASE, 4 WIRE RECEPTACLE — SUPPLIER/GC, BUT EC TO SUPPLY AND INSTALL CONDUITS AND a NYSEG MANUAL TRANSFER � TRANSFORMER SPECIAL PURPOSE EQUIPMENT CONNECTION OR w BOXES FOR LOW VOLTAGE CONTROL RUNS. THESE INCLUDE OVERHEAD LINE To SWITCH, USE AS RECEPTACLE - „ CONTROL STATION FOR OPEN, CLOSE, STOP AT DOOR AS WELL RT 327 MAIN DISCONNECT � o O JUNCTION BOX AS ELECTRIC EYE SAFETY BEAM SENSORS MOUNTED ON EACH L i SIDE OF EACH DOOR AT THE FLOOR LEVEL. COORDINATE WITH MOTOR RATED SERVICE SWITCH POLE IN ACCESS rr OHD SUPPLIER. DRVE ��� EXHAUST FAN--PROVIDED & INSTALLED BY MECHANICAL PP-1 PP-2 LP-1 CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR 6. 30 AMP , 230 V, WELDING OUTLET NYSEG CrS, METER MOUNTED TS 7. 80 AMP COMPRESSOR CIRCUIT, 7.5HP, 230V MOTOR HOT WATER HEATER——PROVIDED & INSTALLED BY MECHANICAL ON WALL, CONFIRM WITH'NYSEG � MDP POWER AND.LIGHT � CONTRACTOR; WIRED' BY ELECTRICAL CONTRACTOR � 8. 3/4HP FAN MOTOR DISCONNECT AND STARTER AND CO PANELS IN TRUCK CONTROLLER FOR BUILDING EXHAUST FANS. INTERCONNECT FACIP SCLI BAY uH UNIT HEATER--PROVIDED & INSTALLED BY MECHANICAL SECURITY AND FIRE •- cv "� `r WITH CO DETECTOR AND MOTORIZED DAMPER ON L1 LOUVERS 240 v, SINGLE PHASE, ALARM PANELSFEM CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR Z FOR AUTOMATIC OPERATION. MANUAL OVERRIDE. COORDINATE cGENNEERRATORCEPrnc�E FOR WHERE SHOWN NL INDICATES NIGHT LIGHTS W/ HVAC CONTRACTOR 9. MOTORIZED DAMPER ON LOUVER. INTERCONNECT WITH SWITCH EXIT LIGHT N M FOR EXHAUST FAN. D 2 BULB FLORESCENT STRIP co 10. PLYMOVENT EXHAUST CONTROL BOX AND POWER SUPPLY, 3HP, INCANDESCENT LIGHT o 230V, MIN 35 AMP CIRCUIT BREAKER rT� ONE LINE 11. FUTURE WASTE OIL FURNACE POWER AND DISCONNECT EB EMERGENCY BATTERY BACKUP LIGHT :;Fc O � Y E 1.2 W 1J2. DISCONNECT AND CIRCUIT FOR INFRARED HEAT VACUUM PUMP, FA�P FIRE ALARM CONTROL PANEL AND ANNUNCIATOR Q w N z FED THROUGH ZONE CONTROLLER 13. INFRARED HEAT ZONE CONTROL PANEL , COORDINATE BURNER 0 " m Q AND VACUUM PUMP POWER RUNS WITH HVAC OH HEAT DETECTOR o oowo 14. BOILER AND PUMP POWER ON MEZZANINE , COORDINATE WITH HVAC F• ALARM SYSTEM STROBE LIGHT AND HORN I r/ 15. ELECTRICAL CONTRACTOR TO REFER TO ARCHITECTURAL, STROBE LIGHT ONLY 3: PLUMBING, HVAC, AND SITE DRAWINGS FOR LOCATIONS OF B MEAT IS NOTED ON THE (N) ALARM BEAM SMOKE DETECTOR O EQUIPMENT. NOT ALL POWERED EQUIPMENT `/ a CD ELECTRICAL DRAWINGS. LIGHTS AND OUTLETS FOR SALT SMOKE DETECTOR STORAGE, MEZZANINE, SPREADER STORAGE , FUEL Cl STRUCTURES, FLAG POLES, WELL, MOTORIZED FENCE GATE, ETC. off OVERHEAD DOOR CONTACT SECURITY SYSTEMLo ARE INDICATED ELSEWHERE. O _ 16. LOW VOLTAGE PUSH BUTTON CONTROL FOR FENCE GATE. EC TO O BOOR CONTACT SECURITY SYSTEM w z PROVIDE POWER TO 2 HP, 230V, 1 PHASE OPERATOR AND a- a N CONDUIT FOR GATE LOW VOLTAGE CONTROL BUTTON. KP KEY PAD sEcuRITY SYSTEM cr o z3 a M MOTION SENSOR O 9 SCU SECURITY CONTROL PANEL 12 12 9 16 WP � W H82 W W 1 3 HB HB_�z . � i MD qsD p 4 13I BREAK I 102 E I I 4 s I I I ! ~ w . . � WP m l--------- -------- ---- l------------ - --------! l--------- ----- _�--------i !_-_---__-- FI GFI GFI ., ..: 6 TO c . 5 s F 103 LOCKER GFI z CO . .. 8 GFI m C RI Ina IM .: 14 GFI 10 4 Z'$ 11 U 4 4 - 4 •�••••• 8 O 31 n 0 z WFI COLD STORE/WASHFI TOOL ' 110 105 � TRUCK BAY m 101 W GF GF E4 11 HALL <C WP © 7 REST VP Q OFFICE 107 � 6 . 8 DATE: 1.31.11 6 8 LP-1 PP-1 TS/M D SCALE: 1/8"=1' A PP-2 MDPDI • DRAWN: RWG.CAD q.pwp HB2 p .........) 1 11 JOB: 0809 2 POWER PLAN SHEET: E J1.2 SCALE : 1/8"=1'0" E 1 . 2