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HomeMy WebLinkAbout88-115P Plan Facility Modernization • 4 - NIF KEY/N M/N4Uy �fL• f�/N!E/VT P.PESTftEO y`.,� Se/Lt/(f.4n/ /l�fE - 0:. -LE6EN0 02$ -ra4llvAll AYE• 4ot. 40/ P4 /iQ �` r Sot f"G43/ s ZONING BOARD APPROVAL Eowaeo F,rrA�p1` �ru�'•'�'4 Ge~ ��✓Pisrf.�E --�-+ EXISTING CURB po a PROPOSED CURB : 6' HT. CHAIN LINK FENCE PROPOSED I Boo sutc/YsvaeE 4/M.Q6A/v Fiv.vr/r �^ cn EXISTING EDGE OF PAVEMENT WITH PRIVACY SLATS I, Thomas Murrin, •Chairman C C - r SOUTHEASTERLY: by land now or formerly of Windshire Abbey Estates, Ltd, r Yb�• 378 , zoe 9J� g79 0�/98 INO CURBI one llundred Fifty feet (150.0). 8"CONCRETE PAD of the South Windsor Zoning Board of Appeals, hereby certify that on ✓o/%u A.y' ra PROPOSED EDGE OF PAVEMENT SOUTHWESTERLY: by Sullivan Avenue One llundred Seventy-Five feet (175.0) B- suet/YAIV S Hp,,/pf/E>e OD RIO CURSI O December 14, 1987 , the Zoning-Board of Appeals Fot. /50 _V.94 vE •.s--R .v/x- a =...^....Q.=>•=•� EXISTING CB I NORTHWESTERLY: by land now or formerly of Robert W. Sharp One Hundred Fifty Ca kEN.Vc�7H y �� PROPOSED r or '0 granted to Automatic Comfort Corp., P.O. Box 777 Hartford, CT feet (150.0) 4P /iA/t G E IO-O l�trE�6NT 50' S Ni4.Va1/E,f EXISTING MN-SANITARY a variance to Section 57 And being the same premises conveyed to Automatic Comfort Corporation by deed recorded w 'ctrfM info, bfA!466 p{,S3$ PROPOSED MH-SANITARY :• %: �j in Volume 500 @ Page 372 of the South Windsor Land Records. R .SfQ-,E / ��/ �o t'o<• Sao PG�TTp . L") of the Zoning Regulations on of a 50' x 30 EXISTING UTILITY POLE Wl PROPOSED UTILITY POLE a o and the installation of new asoline pumps and storage tanks NIF ` .6oto EXISTING HYDRANT J� Q 1 4 cE A G T� 434 DOUBLE .♦•N,a PROPOSED HYDRANT GATE hh 1 c EXISTING GAS 6" CONC. 6��f01A10 W.W. 's 4 SITE R ✓ EXISTING WATER on premises located at FABRIC AND 6" PROC. !. !lT EXISTING ELECTRIC TELEPHONE STONE BASE DUMPSTER PAD DETAIL OWNER o� RECORD: • � 5 gip' PROPOSED GAS Dated at South Windsor, Connecticut this 16th day of December 29fl7 r9a�G4 �r ■ PROPOSED WATER and more particularly bounded and described as fol-lows: C&T - PROPOSED ELECTRIC t TELEPHONE PROPERTY LINE ZONING BUAPW OF APPEALS s C s'vu/vAn/yy� 11 ~ vaY. 4.�. f-Y,•�4 sT4n/GEY W.fr'KRRE^/ ,y 1 I r --- BUILDING LINE 4f HIGH MACHINE FORMED BIT.CONC. LIP CURB (BCLC) N/� ` `V 0 ! ------I.•-----� EXISTING CONTOURS WHERE REQUIRED All.that.certain piece or parcel of land located Northeasterly of Sullivan Avenue in PUBLIC ACT # 75-317 r .o PROPOSED CONTOURS the'Town of South Windsor being more particularly bounded and described as follows, 'FEB' ? 96g 1`�F S:;S .St/ltYt6gA/ ,qyE 1 / -A/S ►..a . EXISTING SPOT GRADE I jCOMPACTED 'THICKNESS to wit: Received for Record this dad-rsF Yoe. So3 06 214 ASS 2 BIT. CONC, PYMT 9 #0,0'r PROPOSED SPOT GRADE *0•*0 NORTItEASTERLY: by land now or formerly of Windshire Abbey Estates, Ltd, at One Hundred Seventy-Five feet (175.0). .--�.---- EASEMENT LINE IZ• COMPACTED THICKNESS rm rrr7r. y WETLANDS LIMIT (FROM TOWN MAPI CLASS I BINDER COURSE zl. LOALt + ATTEST: /cf/AEv 79PT1/IV/S tlRGAtJT r D.E.P. APPROVED OILIGREASE SEPARATOR PRODUCT SUPPLY LINES .n>t� ssS Suet/v9,v ,vuE FLAGGED WETLANDS I" d 3" T.F.= 85.60* VOA. 24 P 4✓O 4. 74 t 9 TOWN CL RK r rrrrrrr - {OO.YEAR FLOOD LIMIT - 4+0 - I i.ONNECT TO ALL FLOOR DRAINS w a" ,Se 60 - j H-20 LOADING- DISCHARGE TO SAN.SEWER EXIST. STOCKADE FENCE(TO' REMAIN} f�/c/59Et ASpRs/R . _.. ...� . WATER COURSES 6" 5 06 Ta/rTspvE • _ _ - _ _ _ � 50 GAL. UNDERGROUND .. HAYBALES FOR EROSION+ SEDIMENT - - - - -. - .- PRODUCT TANKS - CON CT REMOVE EXIST. P VM�T. 8 CURB- Putt/liifv ------- -"PROCESSED f STONE •«': ;S;:fi. I.P. TO BE SET (TYP? ! Yp� ¢� f'c z/>z SEDIMENT FENCE _6 CONC. MAT OVER TAWS ! ,w S 54' 52' 30 E NEW UGNT STANDARD ! 1"12' BANK RUN GRAVEL OR / 8 arx 1229.437 E II22.685 N 7L / TO CONNECT C,BCT ROOF DRAINS N/F SUITABLE EXITING MATERIAL 8617 0 B� Io86.304 E WINDSHIRE ABBEY ESTATE LTD. - .. 15 RY •" --- X BG �� 5 a 20' #o' VOL. #432 PG. #34 KE Y MAP SCALE: r'= 200' GENERAL NOTES: PAVEMENT AND •CURB SECTION CONC. COMPRESSOR PAD 85.a5 _WITH 6' HT. CHAIN LINK -�"_ (SEE M D C MAP- # 465) FENCE ENCLOSED o fE�rE,v r xs5 p 1. THE ELEVATIONS SHOWN ARE FR0,+1 ACTUAL FIELD WORK THE BENCHMARK SHOWN 14AS TAKEN FROM MAP REFERENCE EXIST IOOOGAL• OVER L / xg-�, b N0. G FLOOR- TANK TO BE REMOVED �PaP ,, CONC. DUMPSTER PAD W/ SCREEN REMOVE DRY WELL a F I I SEE PLAN FOR WIDTH I-t/2" CLASS 2 jZ DRAIN SYSTEM j `{III 1 p��iI p T.F. = 84.So Ss.sa �' 2. THE DEED REFERENCE FOR THIS PROPERTY IS SOUTH WINDSOR O 40' 4" PVC �_- llrt iniROUN� FL. = 61,12 PROP.WOOD BEAM RAIL I' FROM 3" BITUMINOUS CONCRETE (1-1/2 ' CLASS II LAND RECORDS VOL. 262, PG. 229. THE CURRENT OWNER' LIGHT 550 GAL,OIL „ IS CONVENIENT PETROLEUM INC. PROP. III BEAM RAIL NEW CONC. TANK I`FROM �!CC ISLAND 78' - 12"RCP j EXIST. LIGHT STANDARD TO BE REPLACED REMOVE EXISTING CURB (!F REQUIRED) 6 PREMIXED BITUMINOUS BASE 3. BEARINGS AR> BASED UPON DATA ON MAP REFERENCE NO. 3. (TYP.) S =0.005 j` p 7k _ . o o SAWCUT EDGE OF EXIST. PAVEMENT IQ"SUBBASE (IS" IN ROCK CUT) REMOVE EXIST. GUIDE RAIL 8 • 85.#5 4" PVC ,' ' NEW PAVEMENT TO MATCH EXISTANG BITUMINOUS CONCRETE LIP CURB (BCLC) 4. THE 100 YEAR FLOOD STORM DOES NOT FLOOD THIS SITE. Qs 1 _ PITCH= 1/4 1 PER FOOT . T � I REMOVE FXIST. GUIDE RAIL --•1-- T. /d 5. DEVELOPER SHALL MEET ALL REQUIREMENTS OF THE EXIST. LIGHT STANDARD GAR. FL. �Bs�a osxic£= BS�s ~5 Q FIRE DEPARTPIENT,IF ANY. TO BE REPLACED " ti _ LUB� AREA UTILITY AREA "oNNECT PROP. 4" Iwo , 1 PVC TO EXIST. SAN. G. HANDICAPPED PARKING SPACES TO BE MARKED IN PROP. 10'>< 18' STORAGE 15 � CONSTR T � ! PROP. G.B."C" ACCORDANCE WITH TIrE STATE OF CONNECTICUT SHED. t v CONC. W LK LAT. FL,= 79.8_ 3 T.F. = 8420 BUILDING CODES AND PUBLIC ACT 83-412 (F) 0 1 R FL. = 80.73 INSTALL 2- 10,000 GAL.- fEX1STING BLDG.1 h a I � ROAD WIDENING SECTION (SULLIVAN AVE.) 7. ANY ADDITIONAL SIGNS TO BE INSTALLED ON THE STORAGE TANKS a 1 # f710 S.F. uI M RECONSTRUCT ALL PAVEMENT PROPERTY SHALL BE SUBJECT TO- TOWN PLANNING & NEW UNDERGROUND I S�r_ES 8 WA TING 2 35' vi M /� ZONING COMMISSION REVIEW. PRODUCT SUPPLY LINES � 2 8A�5 sl/a' AREA �' --- /' AREA TO NEW SPECIFICATION Y84.7a oI SITE .DATA -� 8. ; ALL CONSTRUCTION IS TO BE DONE IN ACCORDANCE #.I _ 4 L_ - - t34.70 o ZONE GC - GENERAL COMMERCIAL ZONE WITH THE TOWN OF SOUTH 14INDSOR STANDARDS AND WASTE OIL LINE CONSTRUCTS ATCH a4xRo CONNECTIcuT. D.o.T. . FORM-813. -� RAMP < o REQUIRED PROVIDED NIF m 1000-GAL. PROPOSED WALK INS fALL� h 9. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL VERIFY UNDERGROUND WASTE PRODUCT , 50 .( 5n i J ALL UNDERGROUND UTILITIES BY CALLING 1-800. 922-4455 KEVIN MINGUY OIL TANK � LINE B L. MIN LOT AREA 15,000 S.F. 26,250 S.F AT LEAST 72 HOURS IN ADVANCE. .84.00 84.50 - p - �Q STACKING SPACE v> NOTE : UTILITY RECORDS INDICATE NO VOL. #502 PG. #431 -'-'� _�___-_____�`I I-- GAS SERVICE TO SITE. FRONT LOT WIDTH 100 FT. 175• FT. 1 10. THE LOCATION OF ALL UTILITIES SHOWN IS APPROXIMATE. l ' 6' -t2" RCP THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ' II 0 of ALL UTILITIES ON THE SITE PRIOR 00 0 'I IEXIST E s = 0.026 FRONT YARD 50 FT. 64.5 FT. EXACT LOCATION L - ISLAND & M � REMOVE EXIST BIT. TO THE START OF ANY CONSTRUCTION ACTIVITY. +►• �� ' i1 3$ FT. TEST PITS MAY BE REQUIRED IN ORDER TO DETERMINE CURB & PAVEMENT r 1` � - NIA- f-, 89a312 N SIDE YARD 10 FT, j UNDERGROUND UTILITY LOCATIONS. ;y } • �'4" "II I 4 1 1 000 -+ P UMPS ! _ 8 STEEL t 11 . ALL- WASTE OIL OR OTHER HAZARDOUS MATERIAL 10000 lT w l I BOLLARDS (TYP.) REAR YARD I5 FT. 55 FT. I SHALL BE REMOVED BY A LICENSED 14ASTE DISPOSAL �j 1000.000 E L_��________ CONTRACTOR AND SHALL BE DISPOSED OF IN A (ASSUMED) +ems LOT COVERAGE fi5 % 64.8% 4 DISPOSAL AREA LICENSED BY CONNECTICUT DEP. / CONSTRUCT 84.17 84,1` /� REMOVE EXIST. BIT. CURB l 27' x 96' CONC. MAT t83.2G 83.80 84.1-7-- 8- 81 PAVEMENT 12. STORAGE TANK REMOVAL AND REPLACEMENT To --- - ; B LDG HEIGHT 40 FT 15 FT t NY BE COMPLETED IN ACCORDANCE WITH N.F.P.A. AND I EXIST. LIGHT - 1. D.E.P. STANDARDS. STANDARD TO _ 30' J t>MNO 30 EXIST.LIGHT STANDARD TO BE REPLACED I BE REPLACED a� 83. gQ° 695.2' ± TO HILLSIDE DRIVE �E 9a• 4: , 83'. 75.59' 83.40 a 9941' 83A _- - - VARIANCE FOR CANOPY GRANTED 13Y TOWN } ---e 5oo.oa•. .• - .• :.. • . .• •.�c�•� yyrr /,vY.- 74•- . "WAL'I4 ' ' .�"•-•- 14AP REFERENCES PROP•OS�ED E SZ. 83: -CON CRE.r .S A _ SEE MAP ENTITLED: 83.30 83.3a /- � $3.30Ex/JT. SAt/ M,H. \ MATCH TO MATCH .PROP. WALK TO WALK UNDER g7, 07'n , EXIST. CURB CONSTRUCTION BY OTHERS (TYP.) _ RAMP +f-=84.f/(RESET AS REQ'D) 1 . "PROPERTY OF GEORGE MELLEN & JULIUS LARMAN. \ / ��~�� UP OR DOWN AS REQUIRED ' SULLIVAN AVE. SOUTH WINDSOR, CONN.- SCALE _ + rct% fi$,6-r 0 rl - C t83.c7 /S. g'ssz fvv.=Ts.37�✓ E'pl�E' pF Ro•96 $2 �•,{i•s'7'� /2-' C.M. - _... C.fCS. � 6E' OF ,4a.90 PARKING RE UIREMENTS: )"-40' , DATE: NOV. 1963 BY W.H. BURNHAM, L.S. gy.a3 Ex/sT -�- / _�_ - -��, � " �`- m 2. . PROPERTY TO BE CONVEYED TO AETNA SERVICE STA- Fo4rr�/4 MATCH To EXIST. CURB Fo efrs�>v EosE o� voot� �l1 ' PROPOSED USE 430 S.F. (SALES OFFICE) 40'' � �'xrsT. c.s. TIONS, INC. SULLIVAN AVE. SOUTH WINDSOR, CONN." MATCH TO EXIST. CURB �t} T.F. =82.53 CONSTRUCT WALK ACROSS DRIVES TO TOWN 470 S-F . (STORAGE/UTILITY) SCALE, 1"=40' DATE: AUG. 5, 1964 BY MORTON S. {{ 0"""'W FINE, C.E. . L.S. EXIST TO REMAIN 956 �! `n, I,V✓., 78og•2�EXIPROP. 12") DRIVEWAY CROSSING STANDARDS (TYP.) EXIST TO REMA#N T - 81 - (LUBE) 06I.825 E r~l AVENUE a S.F (CONN. RTE. 194� 3 "PROPERTY SURVEY FOR FRANK ROBACKER SULLIVAN 1710 S.F. ���► AVE. SOUTH WINDSOR, CONN." SCALE: 1"=40' �- Ex/rr PA/a76[7 1 a 4WIr7. 041,V7Ep i•. 1 EX157 C.5. DATE: 8-11-72 SHEET ) OF 1 BY GRISWOLD 6 FUSS REMOVE EXIS . CURB �l 7.F =82.53 MATCH EXIST. LA01940 1✓/OEM//A/G L pMP�cr7Et7 AND BIT. CONC. MATCH NEW BIT. CONC. TO EXIST MATCH EXIST. /�p�(riaustY ay oryERs fr>'P) /A/V.= 78.03 GUTTER GRADE (TYP.) 4. "PROPERTY OF ROBERT W. SHARP SULLIVAN AVE. _ 1� I SOUTH WINDSOR, CONN." SCALE: 1'-40' DATE.• NOV, y r ,-.. : r..•y:c:�_; a :,`•:Ti ;c: f :u x:8,11 20' - 1, 40, 20• PARKING REQUIRED • I O SPACES 11000 S.F. 1963 BY W. H. BURNHAM, L.S. '"LAN�� � F �xfsT. �06E oF�eo _ 430 1 1000 x 10 5 SPACES 5. "CONK. STATE HIGHWAY DEPT., RIGHT OF WAX MAP, ' ""- -" ' - - AAPRo r �O C. G,as /llFJ fn/ TOWN of SOUTH WINDSOR - EAST WINDSOR HILL - \ `\ �r � y -4-cr.Pzbls PARKING PROVIDED: 7 SPACES 6 STACKING SPACES @ Af PROx f2" wfi7�R fnr�..v -4-cr.P salmi ; PUMP ISLANDS = 13 SPACES 3 WHAPPING ROAD FROM THE HARTFORD-SPRINGFIELD --- ROAD SOUTHEASTERLY ABOUT 12,500 FT. ROUTE \ I MATCH EXIST.CURB NO. 194 SCALE:: 1"=40' DATE: AUG. 31 , 1933 TOWN OF SOUTH WINDSOR SHADED AREA INDICATES NUMBER 132-02 SHEET 14 OF 4 N RESET TOP C.B. PROPOSED ROAD WIDENING 1. i,' �P < i AUTHORIZED SIGNATURE As REQUIRED BENCH MARK _ : !'.1`J, PLAN ; Ott-V��J �,;u� J I' 5. . TOPOGRAPHY MAP PROPERTY OF AETNA SERVICE STATIONS 4 E EV. = 83.21 •.� - INC. SULLIVAN AVE. SOUTH WINDSOR, CONN." SCALE: , % 4 D H. TOP OF CURB `"i �'� ----- APPLICANT CONVENIENT PETROLEUM INC. 1� =3o DATE. NOV. 19, 2464 Bx .MaRTaN S. FINE i' " ON CATCH BASIN ' € t�� 1 �iS B' , � ! RIVERSIDE DRIVE C.E. L.S. 1. � � , 1. JJ MATCH EXIST.CURB C Q1_�.r:'' I "' P =L I O 1 3 L i- �� REMOVE XIST. RELOCATE ( ) EAST HARTFORD, CT. PAINTED BL CND X ST ST. ND r #_'0_ _T ` . , �,t1' , TEL. 568 - 7761 f WEST TO MATH NOTE EROSION AND SEDIMENT CONTROL NOTES DATE: . y/!� {�i W MOUNT SUFFICIENT INDIRECT LIGHTING UNDER CANOPY ' 17crzvrrs�,.,a r ,� � , 1., DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL - ASSOC INC WORK SHALL COMPLY WITH THE APPROVED "EROSION AND SEDIMENT ILLUMINATE FRONT PORTION OF SITE, MOUNT INDIRECTENGINEER/SURVEYOR : F A. HESKETH at LIGHTS ALONG REAR OF BUILDINGS TO ILLUMINATE REAR CONTROL PLAN TO PREVENT OR MINIMIZE SOIL EROSION. R•.= ,,.. SERVICE AREAS :i PARKING. ALL SITE LIGHTING TO TEL. 242 -- 7755 2. THE INSTALLATION AIJD MAINTENANCE of EROSION CONTROL DEVICES BE DIRECTED AWAY FROM ABUTTING PROPERTY. tt �''- 1"n c', < ."^ R 1,,�:=b ;1 r f 1,f J ,_„ IS THE RESPONSIBILITY OF THE LAND OWNER, DEVELOPER, AND THE - EXCAVATION CONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN " !/N _ - _.� ...._.. � E}-�I T L . mil' •t.t � f WRITING OF THE NAME, ADDRESS AND 'TELEPHONE NUMBER OF THE VARIES SEE PLAN �' � INDIVIDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY -_, CHANGES -CLASS„A" CONCRETE 40 P Q' 2 CLEAR 1/4" / FT FOR /�.- #-4, f SHALL USE THE CONNECTICUT GUIDELINES 3. THE CONTRACTORa� - SOIL EROSION AND SEDIMENT CONTROL" (1985) , AS AMENDED AS A NOTE . SEE SHEET OF Z FOR CONDITIONS ��� sG revisions: GUIDE IN CONSTRUCTING THE EROSION THE SEDIMENT CONTROLS in OF APPROVAL. _�'""lyv PLOT PLAN AND TOPOGRAPHIC MAP I- 14-88 I INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED , +,tSSfpf CClN,y`�4�i 1 FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, 4" ,. '• • ' f : :" +`+P •''G1£A nrr~�'. 2/2/88 1 �a� , gt y STATE OFFICE BUILDING, HARTFORD, CT-06106. � . r •' • rlrprrrrrrrrrrr. 'a! o',OF. stG FQC/fL/TY M4DE'RN/ZAT/D/V /B8 4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT INCREASE THICKNESS TO .�`4, ,' A, Il - /n11 .,� ,, �o'� Fs - -�, ;° 856 SULLIVAN AVENUE- ROUTE 194 o�14/sa DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST WELDED 8" IN DRIVEWAY CROSSING •�'vi Sic 7745 + POssxBLE TIME. ``4o 4j y; I her-by declare that Ibis map is sllhs(antially correct. I'Itis nt:tlt r�+� ap COMPACTED PROCESSED �=9 SOUTH WINDSOR CONNECTICUT 1ar24r88 �,�,)t� ,: 'and ,urvey were prepared in accordance %011t the.standards of a ?STE "o It �„''CyP` I 1013I/88 5. THE CONTRACTOR I5 RESPONSIBLE FOR THE TIMELY INSTALLATION, GRAVEL BASE A ` `=-✓ �;' Class A•Z Survey 2s defined ill file "Iteeolnntended Stnntlards for "•`'��.T;;Ae ,.+`a INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES 11/Z /88 ` = �,� ��O.779�o+��,'�, Surveys and M:spS in tllc Slaic of C111Htrrliellt" as prepared-and �''••, .�"'' date: /2'3-87 drawn by: E.J.C. job nog 856T TO INSURE PROPER OPERATION. Itl29/88 .;q%/CENSv�,A0.' adopted by the Connecticut Association of I.-mid Surveyors, Inc.., l` scale: /" 20' Chetkedby: U.S.Z sheet no: / OF 12r6188 6. THE CONTRACTOR SHALL PERIODICALLY CLEAN THE EXISTING ` PAVEMENT AREAS OF ANY SEDIMENT TRACKED FROM THE DISTURBED CONCRETE SIDEWALK DETAIL_ � ��"•..S;;,R.•r On-September l3, 1�8d. 2/23/89 AREAS ON. SITE. r4t I U.Hesketh ' Associates , h7c. Engineers 7. EROSION CONTROLS ARE SUBJECT TO REVIEW AND AMENDMENT BY THE 101MiIlbrook Common,Bloomfield ,Ct.06002 Surveyors TOWN. 5-7 - Q"CK1-n1IN ?Loll L©" t Qi-O" Zr_grl z} 19 11 3t_ 1 to � N ( ; lP LY i O .•� � Jc c0H(-I`f-TI� G\(%(</JI - �2 6ul;'U IpDU`�T- (2) `2 �U�� >�` � � � ZXg SUS�E�tt7�p ACCUUS�IG � u f5A Ll�1 vim . r,b.L u c I-� r c� L I �`T N T -' N ��L GT C�I I I N CT "TI L:6S M 4 44 �'vl �` o L�IuyTO �� cI �I NGT-To 5� , o A Z q,Z cLo�r c ;;�r-�:� �I M�p �� I T�� �'Iz► (mot E� r"r r—A T N L ' I I w uI�E INaL�T�IA W3 .c f /5 � W o T T1r { x�i,t b4 p r I X u r F ' C I ' I /� UTILITY ,� v • I I 3" V 5'-8" �r ` co r la. � _ _ ap ;r c i- vim' I�[Z, = ILL o IJ E%� I:j I � J1 j - I 7777 � , Z Z A�E/� E I7�D �O�' I A�F� FIEC-�ED O O _ CA U -(- �u��Ll�o I o�F►c E 9 E oV G- Lx 1 ST•I �.-I`4 c+I I M Jv Y 4J F� I v 00 '�'� _ _ �� LA �r I-; �T� L - I �Y OwN . I I Dy O�VN I �•Z © 0 _ - , ,• 1 I . M - Z rT I ( I n ✓� k ur _Ile 1 Vyr C� .�l A;<� A' rev E- � ► ► � I � I ---__ � I` � I -' � � ; SAY , ' �r_)u�: 'Firs �,LL�E—I I I ` 1 o �� r I i I . , IL Ii'-N I ~ , a.. _ c�/1 vPGT e C'�' L 16 H I .1 N� 7 x rt4T1Kff I ' ; _ _Q '� ° I I I � CUD ClotI~ t �.ICT -TILES `, MD N —T — — — ---- — ._.._. — _ .— ._... .._.. — — ( � I I L CI I, I :' U� F.CU/�?1.f _,At_�'`_' c.F I�Ir LT r u I,�,t i I ► ,`_o" I ' ��� gist I I -s r�Zt - 1 ° I� ' _ !��v %" �L� = AI����I. STvE / ► _ c-, - � -- -- I WAIT 'LT �Nt. R �_ � � ----- 1 A I I E __ `� ,_ I I I �/ HEW „ .SLA _z. - Iw.X'f ,,`r I �i:� -c� \VA f�iK I'J \V�1� e L V No7TN EI_kv. EAST EL E�/, I _.I c� wvLL I `� _ �, , sor�TN ELEv. I I I I _ Tl I I T f��•v \vb I_I< - �`. i • _ _ - , Lb, - - - - - •�I �J► C /a;t✓AC C1 IVALLit 0 5b+j�,&r� - C� i r Q c_EJ�'a\ — ��f MIN.I II I . [UI.-UL.t Ntox q ., P_ P'& fJ I) ✓r r1��/I F j S ��`vp I_I< D:t LE A Ir . Dts It I^ u A 'A T /y A T^� T T'1 T 1 I"f"1 f1 T T T-1 T .{ IZ_q 5 tiI -� I -I : H NDICAYYh1J I un-J�; I W - SPECIFICATION . � I ( �� � _ I II_ ELL Ll1 D WATER CLOSET (TOILET) SEAT: r�T�� NOTES HEGHT AT LEAST 18 BUT NOT M©RE THAN 17" ABOVE 0DOORS FRAMES THREShiMD G,L".�hl _ FLOOR, NO. SIZE. TYPE MATERIAL THY. FINISH HDWWF. "[9H TXPE MTERWL FINISH TYPE MATUML REk"K5 D f� �T '�} i`t (� HANDRAILS: � FOR 'CONTRACTOR-' L V T 11+AC T V R_ 33" ABOVE AND PARALLEL TO THE FLOOR htC3T LESS THAN .38" LONG ON BACK WALL AND NOT LESS THAN 1 3 X 7 BKv�lz OWNER ALu o z L- At_ A-f , ALUM. �`'t• � � N �L-TA CONTACTORS 1.10 -VERIFY ALL CONDITIONS � � 42 LONG ON SIDE WALL EXTENDING- 24 INFRONT OF ILET f'� caLA 1 4 �, v Z Pr:-rz 140 ALU ON I- P�1 �� S t fJE Lt i-t`5 AND DIMENSIONS IN THE FIELD AND a� uh• Iz N OWNER M. � z M T / � t ADJUST WORK ACCORDINGLY LAVATORY; 5 Z�K`7' WOOD S !�r N Z'- tc�" E A L FAINT- N A '� IvABI E D CONTACTOR TO VERIFY THAT WALLS E:EING RIM .NOT MORE THAN 32" ABOVE FLOOR WITH FRONT _ CO I`E T fM T P NT REMOVED ARE NON-BEARING 'WALLS �. ' .,vl'tD ` ', E AL I N A � APPROACH .WIDTH 2� MIN. . AND TO HAVE 27 4 ��, \VOop STAI�t 3-4 M"1 T PAN UNOBSTRUCTED- KNEE SPACE UNDER LAV. &L-A S 5 4 FE2 , „ ACCESSORIES. 5 3- 7r A uM L�uNZ� OwNG!z -4 ALUM• Ef0N4 MEr��- OPPERATING. PARTS OF ACCESSORIES NOT TO BE MOUNTED MORE THAN 38". ABOVE FLOOR LINE. s - - ^I, c YV0UD STAIN 3'-4" MET�,L f'AI r,rT N�A BOTTOM EDGE OF MIRROR TO BE AT 36" R E v, IS,[ ON s. ? G A4 gK� Zt _4,1 1AL[)M. a�c��lz out L_ -- - RC�nR . LL�CKSET: 2-(7-89 AoD`� MIN. 36- DOOR WITH SUITABLE PRIVACY LOCK WITH LUQE GEr.IT�2 APPROVED EMERGENCY RELEASE DEVICE, LOCKSET SHALL I- ff:v 1NIaLL � Tr: HAVE LEVER HANDLES., DOOR SHALL ICE UNDER CUT 1/2" - - NEI� �5/A•2) � FOR VENTING '^' r. I Z'-1(�' I �'-4" 4��,. LASS ALUM I HT oN - - L c 617 P�NI✓L0-I _. , T1��_�{ ROOM FINISH SCHEDULE WM J 4©U N17 - SPACE �T�'�LL� I JfMrG NQR1N EAST SOUTH WEST LA NO, 7ITT.E . FLWR a4SE MAnR1A1 FINISH MATEREAL•. FINISH NATfRiAL FINISH MATERIAL . FINISH HEIGHT F1AlERt�1 FINISH RGMAc�Ks ., >nl.. 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