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HomeMy WebLinkAbout148 MASKEL RD Z N/F ANNA R 4445KEL E-5 T.4i r." i MOSES N. MASKEL 150.68 LOT 9 LOT 8 0(c) 3so' oFreErvcr<3o"u�ro_ _ _ 3 -- — — — — -- - — — O O O O - - - - -� �— — — — - N s O OSLDi�c 1�Ak N _ O ul 58.0 v `r ti N 50 SL 58.0 5_' 0 O0 25.68 MA SKEL k 0A D PROPERTY OF MASKEL ROAD SOUTH WINDSOR, CONN. BEING LOT NO. 8. ON MAPFENTITLED PROPERTY OF L AND OEVELOPEMENT CO. ABBY ROAD E MA SKEL ROAD, 50. WINDSOR, CONN. SCALE: / 40' a!/NE 28,1971 MOR TON S. FINE ASSOC. L.S. SCALE IA 4C AUG. /2, 1971 KENNETH R. B0OD L.S. FOR BUILDING PURPOSES ONLY OF CONryF p� oud • dry AOL� _ •i Ep LAND so �•''•••unu++�� I MANCHESTER, CONN. i DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: �� BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE r Bldg.Permit# 644-2511 ext. 230 Dak Building Inspect Application must be printed or typed Location of Job: FEE SCHEDULE fNo. N—&/-eL$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT v 1 V vjj�IIG� L/G�YI J�711 APPLICANT ADDRESS 0 Ao K cla 0 l ' 66 01(;2 APPLICANT PHONE# OWN S F,q OWNER OWNER ADDRESS U) +a OWNER PHONE & RZ C = ESTIMATED COST$ Z p T p IS THIS A CONTRACT COST? Y--�Yes _No FEE ENCLOSED$ SO o TYPE OF JOB: CI� R C New Installation y �' ✓`Alteration/Addition/Repair Revised 4/01//2002 ll APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF DING: SEATING E3 RESIDENTIAL ❑A/C 0 COMMERCIAL ❑VENTILATION 0 INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQVIIPPMENT(IN LUDING M &MODEL O.) 0 !L r//,i I'2� © L r© 6i1ts S ro/b/l6, l- 6qg CZ 6AS 12 U Y h eA, W/ 6/U P/p/ Al C Fin kn /V ele-.z T-0 8 v ki e n. GROSS hEATING CAPACITY(INPUT—BTUH) /,D NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :0 INSIDEO OUTSIDE CAPACITY QtAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIDE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 30 7g26 s-7 -s 7 CONTRACTORS LICENSE NO TYPE ST TE SIGNATURE OF APPLICANT DATE 1-�I/7l U p 28232 I 11,8t_5v� ' '�za�..�' z�3.to THE EXIS77NG PAVEMENT S7UB TO BE SLIGHTLY REGRADED © 300.75 2'2.04 t AND PAVED PER TOWN SPECIFICA77ONS (SEE SHEET P/P 1) I EXIST. CB A THE EAIS77NG DRIVEWAY SERVING "132 MASKEL ROAD" TO ' N/)` ROBER T E. AND PATRICIAPA 7 D. SPOONER •` , ,: ,' '� _ 2aD.o5-r I I TF= 278.81 BE REGRADED AND PAVED AND SHALL BLEND .SMOOTHLY +284.7 STREET ADDRESS' 148 MASKEL ROAD 8 X6" ANCHOR TEE II i j FL, IN E= 275.11 INTO THE REMAINING PGIRAON OF DRIVEWAY. 1 II'p0.83 280.9? I FL, OUT S= 274.81 RECONSTRUCTION OF THE EXIS77NG PAVEMENT STUB SHALL 6" GATE VALVE OPEN LEFT it BE COORDINATED TO HAVE A MINIMAL DISf?UPAON OF ACCESS (HYDRANT TO BE SUPPLIED BY 3 It +zes.ss c9 TO "132 MASKEL ROAD" EXIST. FLARED END CONNECTICUT WATER COMP.ANy) n t ?�'6__ - FL=285.24 PAINTED +29z7 ,D At l�.V, II �280.2:• ,o - 292.2 CROSS WALK TT=293.5 STOP" SIGN 4. . . . ... . ` 3- 8" GATE VALVES i� / -o�� <a47 ? ��. + _ \ = 30 .1` , ;;' .;�. . OPEN LEFT - rJ� L i I 279-3 278.�- i:71:Vc IIIlII zh ` 1m jI�` END OF I '13.-2 :6 1S 2.279.2R 2865 18= aPAJNTED ,'} c EXIST PA MEN T 279.14 ` .. 9 6 �• . - - +d; I ESTOP � 11278.8? I I ,,n 27. .74'. 279.13 I -DOST. �� PROPOSED EXIST. SAN. MH 11 ---Z-1; 181.8 t - t �iF' TF= 278.99 II X It -25 MPH f MIT SI , 27e. u -s F - -• 'u � SPEED L 270.29 ?7i 311 + 73.f)3 .- 86.9 289A 150.3 277.911 :rI;.GUNC _ wQOD FENCE f9 2s0., 290.E !z ,:\ .�.� 296 \ \` ` `,•\ , , 2% ., r II - II FJSB '� 1 9 �- �OCM ` c 'L-�-290.9 {- f0 N/DE ACCESS ROAD; . 276.99 III - I PROPOSET) 1��83E• -- III I \ IN STREET' T 283.7 284.1 285.0 TO DEMV71ON BASIN-40.2 SNET.j3363 It ill I NA1AE SIGN DETENTION BASIN OUTLET 1 :-4 �� `\ ` �. �' `,�• ' W/GUY It277.3� EXIST:':B B COWSIRU ,AOW ENTRANCE PAD TF= 288.4 __ ct?ej Os �' \ ��'• �� \ \ ` ,'�. ., ' 276.70 11 27'77 FL, IN, W 10" OPENING= 283.8 `\ a� 'N+3a4.b. II 277/10 282.3 \ \ . . 11 i i 1 FL, iN&.• 0i=- 74.24 FL, IN 6"0= 281.05 �\ it tt N FLOUT 15"0= 280.7 \" •` II � (1,1 ;.67 8"- 45' BEND PROPOSED DEIEN7701 BASIN jl 8"- 45" BEN i11 a II TOP 289.5 TEMPORARY OUTLET PIPE $5 :i.•;oa fl I ♦` Ni e It P,278.41 $ x2T TYTON PLUG AND BLOWOFF o ^' s `\ DOSJ�V AREA; ze w .5 1 1D AAN, FLARED END j1 N � � � �` Ill to 1 II INSTALLEI),AT 77ME OF"•CONSTRUCT7ON OF L= 286.0 ' �` 9 ; E275.50 ;T II 27_ - , II 10' WATER MAIN IN MASKEL ROAD + 5 ? + 5 '� ' ,` �`� ``� +St4. I;h12A�92 3j 11 9 c 2B5.0 284.2 ` 4\ 1 \ OA \ \ W7.5� .. a`. I-V `� 20' LONG STONE TRENCH WITH 6" PIPE 275.47 I^tll Ilv i L-281.11 k 1 275.53 mAREA \ ` \ EXIST.7CB 275 "I 'II - >a Ih� FOREBAY CS.`J X ,e1 Z / 294 � � \ ��'P \i` YO A3 TF= 2 4.4c i n 11-` N/F RONALD M., JR. AND MARCEY E. GRADE RIP-RAP g6 ' \ tF. z9e.o ' FL, IN E= 269.5 1 II 1 i v4, \. (PRECAST STR1J FL, IN N= 269.4- 1 :u z74sa� t STREET ADDRESS. 132 MASKEL ROAD 1� _ g49� 289.5 �8A t WITH 24"s\ FL, OUT= 269.4 288Le ( � 2e< • O 2 9. I �� r�9g �� \ \ '\ 3�w.2 i" 15_! RGP 27< 29`, `� ', `a \ Z89.1 i11274.39 �75.05 1 lilt, 274.16a \ 2 D 273.14 275.62 EXIST. C8 89 289.5 "� I 11 I Tf= 274.29 EMERGENCY SPILLWAY j / ♦'N .b \ ` "� ' \ 273.9 1 10' WIDE x 8' LONG 2 6.9 i FL, INdcOUT= 271.24 ;11 _ . TOP= 288.9 +288t7 2 .5 r d!Oty', 1 (SPILLWAY IS,a6' DLEP) .' RODENT SCREEN AT NoJI� v 1 FOOTING DRAIN OUTLET \ t� �icj` --•;--_ ` �7.�i 275.07 m J 1 1�4 \•yrl 271.91 I ;II 272.1 T PVC FENCE -- I g6• ` \ \ 299.8 it j 11, 2- _a .� 2 3.41 `018"z6" ANCHOR TEE SNET j3362 II `.,6' GATE VALVE OPEN LEFT 1' 79 i + ? 29g.0 1l 2g9 W,GUY 1 - q I 4 28 >� (HYDRANT TO BE SUPPLIED BY 271.2< I-F 11271.1 t �'. t 274.19 A y CONNECTICUT WATER COMPANY) I I I I 2 1 S + b-Y27 2ass 297.7 - 2• it 771.34 I II EXIST. SAN. MH N , 294.5 295.5 p t 8. 25 y1 TF= 270.94 L �" + e^. 11-4 1 I It 27C 94 FL, IN&OUT= 262.34 It- 1 283.4 , '+ b I 1 I o It I�.0_ I1269.£3 272.19 �� 295.5 + i 297.s ii N/F RALPH AND IRENE PELLE71ER +2 PROPOSED 8fr ,1 d1 + 2. z9 I Ir' 8"� D.1.P. WATER MAIN I 'l l 1n 3 I STREET ADDRESS: 120 MASKEL .ROAD Zp2.35 I O 1, I jII 1 2:: .92 284./ 283.2 'II % ` {I 0+2 I II i pNigmm N I D c co1 �10 2 ' I s j F8 .5 I 267.93 1 II 2E f \ +284.8 24 ' Ni -- I I II SNET j3361 ° I Iltr O7. •5'1 �1�(�� ` EXIST. \ N S` , 1, I It- : IRON PIN yF \ 2 - •$� 67.05 I'�' to 1 1.BB _ _ _ +271' PVC FENCE ;.)•61 B 4 c