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HomeMy WebLinkAboutApp 86-05 McDonald&apos;s Site Plan IMME1111111121MIJIM GENERAL NOTES: 1. McDonald's Road Sign and Base are by the Sign Contractor. p Conduit and Wiring are by the Genera! Contractor. t t 2, Bases, Anchor Bolts, Conduit, and Wiring for All Other Signs are by the General Contractor. CO cc is w ` •- .. 3. 3'4" Empty C Shown at the Lot Peri• Q � � Conduit o Locations ons ,. :.• " � : : , .:' ,• .. '- - meter for Lot Lighting is by the General Contractor. Lighting o `5 Q Cr Fixtures, Bases, Poles, Conduit, and Wiring are by the z Owner/Operator. CL N Vl • a /z,a V ' • Anchor - 4, Bases for Flagpoles are by the General Contractor. Q ° � Flagpole Supplier a c O Bolts are by the gp pp _ U Y Z • 1 '^ v+ A ...-. 5. Proposed Utilities are Shown in Schematic Only. Exact • Locations shall be Field Determined to Allow for the Most , - " Economical Installation. a' y 6. The Contractor shall Coordinate with All Utility Companies c L l to Determine Exact Point of Service Connection at Existing m o o 3: Utility. Refer to the Building Electrical and Plumbing oC U O v 10 e�*t t Mr. Edward J. Beeler —2— 3/14/86 Drawings for Utility Service Entrance Locations, Sizes, acid Circuiting. IVN. 06074 � 154d SULLIVANAVENUE SOUTH wINl7SOR, CONN_ 06074 AM c 0 s u 1540 SULLIVANSULLiVAN AVENUE SOUTH WINDSOR, C tid o��c AREA CODE 203/644-2511 7. All Elevations Shown are in Reference to the Benchmark a `� t 4fNOSORLo��w AREA CODE 203/6442511 soR•c ll. 14o building permit Will be issued until all conditions of and must be Verified by the General Contractor At March 14, 1986 approval have been complied with, and the final plans have been Groundbreak. 10 filed in the Town Clerk ' s Office. 8. Finish Walk and Curb Elevations shall be 6" Above Finish o t Within 90 days of the date of approval (by June l6 , 1986} black and Mr. Edward J. Beeler Pavement. co ;;McDonald'.;s: Cor"oration white transparent mylars of sheets SP-1, the Boundary & Topographic T d: McDanald' s Corporation e Associates, P. C. , dated September 10, 9 p Areas ` c p CERTIFIED MAIL vey prepar by C T 1 shall be Rough Graded to 6" Below ,_ 1 `:Computer' Dr So. uth x -: ve, So evisedeao 10-29-85Maand the Landscape Plan prepared by Paul Sur All Landscape Albali NY 1 Computer Dri y`:r Albany, 14. Y. 12205 1985 , r Arndt, dated Nov. 1, 1985, must be submitted to this Commission to Top of All Walks and Curbs. Finish Grading, Landscaping, � Beeler .. ' ,. ` on, a s we 11 as and Sprinkler Systems are by the Owner/Operator. c� �� ,`-` �e signed. The letter of approval of this Commissi A cataon 375' .=^•"West side .of Route 5 , two blocks south of Dear sir : c RFC ppli. # the Inland Wetlands Agency/Conservation Commission, must be reproduced o {; MasColo Road: Constructitin .of a McDonald' s Restaurant � Re • App. #1131 - Site Plan of Development �n the mylar, and three blueprint copies of the complete set of plans � : ust be submitted. The mylars Will be filed in the Town Clerk ' s office $ c U '� •��.•• West side of Route 5 after signing. N »ear. Mr. Beeler:• r Please be advised that the Planning & Zoning Commission voted ' At the A ril 14 1986 meeting, :'the South Windsor Inland Wetlands Agency/ t r ve a lication for a site lan of Yours very truly, R a E ; :. on March llth, to approve the aba pp P Conservatzon 'Cbmmssion approved with conditions application #376 , to ssloN ., ,. PLA & ZONING C I oonstr.uct a�;MCommisd's'.-Restaurant :on Route 5. , . : - MascolamRoad�oaspshowntonoplans preparedebyfMcDonald' s�odatedf NG p � lA.. ;. 4i;:: t.:.R,,, .:`.-: ..? •.. .Y. '.., ...-'... .,- - .. . . ,. - 8 -124 subject to the following - 3 ' ,t '' :. `The following e .conditions must b ' adhered- :to for this permit to be valid. 10-7-85 , revised to 2-20-86 , No. 5 vg By: w 4 0 w• 'es shall be subject to the a roval of .the obert F. G ' lligan, C airman PAVING SPECIFICATION: Construction acts �tl PP 1CL� ,,, •=Y.:.�:. :_•; p oval of the ,,:., :.,;•:'.•,_ . 3 :r:; a:Yip.. -�•• ''�" Town En sneer. This a roval i ubj t to the con itions of a a o pp s s ec d p r , `!•-•����'• g .. Inland Wetlands Agency/Conservation Commission. (Minimum 3"Total Compacted Asphalt Thickness.i f' - 2. A waiver for 15 parking spaces is hereby granted in accordance R. Martel, Town Engineer 3 fihe:.application shall indemnify and hold harmless .the Town of. South Windsor`'against,any liability which might result with Section 8. 4. 1 of the Zoning Regulations. E. Belleville, Assessor £ se. h from :the proposed operation o u T. D'Auria, Building. Official 3. North bound and south bound turning lanes on Route 5 must be s P. DeMallie,. Planning Director provided, subject to the approval of the State Department of o 3 `We reCommenc ' a bond :in the amount .of $5 , 000 be submitted to Inland Wetlands Agency/Conservation Commission ° CL ` ' '.arid :2olain Commission to. ensure compliance with � Transportation, prior to issuance of a Certificate of Occupancy. e. Plannin William Grace, Esq. ` _ g _ g h 'the: plans:..for 'te •Detention Basin and Erosion and Sedimentation 4 . All storage on this site must be within the building as designated :Control: `� on the site plan. 'U - 1 5_ Sheet SP-lA sha11 be modified to indicate that site stabilization ' �. the ' ermt is valid for `one year and shall expire-April 14 , 1987. c P and erosion control, as well as reseeding, will be done by �" McDonald' s. .r Very tru yours, Note: onUTest And/Or A Core sSample. I Tests Prove Correct Request A CPerr pac c 5, f a drainage easement between Arne Dalene and McDonald s Bee Expense c At The E Of M 0 d , V r y Proof o t must be submitted to this Commission. Above Specifications,Testswilt xpe ona! 's 3 t\ Otherwise,G.C.Will Be Charged. IL ohn M. Maran, Jr. , Chai n 7. The key map shall show the building, and drainage and sewer flow. , r LOT LIGHTING RECOMMENDATION Inland Wetlands Agency/ 8. An MDC or CGS reference should be noted on the plans. : t ` } ,' 4 Conservation Commisslo • Town of South Windsor 9 . The plans shall note that this site is not affected by the 4 100 year flood as determined by the Federal Insurance Rate Map. 0�s o `L N_ Engineeri nt of an site work a meeting must be held �; ' � -:=r �� ® _ `I� avies:• - :De utY own D n . :�Robert 'Gl-lgan, ,.;Chairman., Planning and Zoning Commission with Town staff. _ . ._-... . _.._�r^ Thomas D'Aur�.a, Budding Off�c�al ,5 Pete= DeMalle, :Director of Planning Yt; _John >Shemo; Ec'onomic 'Dev Note: Electrical Contractor To Circuit Lot Lighting As Nosed. elopment Coordinator PARKING • • Y ��: ., .. ' ':: ;; a .: ..; ..;;:': ::::..:. . .:. .. :� • ' � . : `; - INSORM AT paces x @ ° Total Y Spaces: Spaces x @ ° .` Spaces x @ ° Spaces x @ ° 3 UTILITY INFORMATION: ° 3 Size: Type: Location: � p 41 , Sanitary Sewer v k ' Q" Water Storm Sewer Q In n o0 os a l Electric z y `} ?50 I _ FOF� Gas a m ai E}� SURVEY INFORMATION: Prepared By: ,s R 1i Dated: r • ny"^ LEGEND: ro LA ;fit r r, ° p C Sanitary Sewer S Gas G p Water W Lot Light LP: E Storm Sewer ST Existing Elevation (76.5) t l: Electric E Proposed Elevation 77.0 N m v f 3 r - -' ,,, • ' - PLAN SCALE: 1" = 20' REGIONAL DWG. NO.: STREET ADD ESS: D r rt. a r a CITY: -- STATE: '�,ia' : /�ii✓ �l'i� l/'/C.�� C..��. CORPORATE DWG. NO.. COUNTY n GENERAL NOTES: PfAP 4 - 1�1v: 10, j Tr��S � yam`E EM Ci�T AFi EA Ir01?i 1 Z.l�p� '.__ _ . _ � � __- Contractor. • - • • , � F�ETE�#T_10-. .PQ�C17����TC�tj - g� McDonald': Road Sign and Base are by the Sign Co 0 • �. °� 3Ej i .1iEi� AT(QN �-AN FOP, 7>w7�.ilhb Conduit and Wiring are by the General Contractor. ' ! �t ;• 40 - - - - - - --- - - - 2. Bases Anchor r All Other Bolts Conduit, and Wiring fo f�I �E:FAL �DT _ : ; , ` Iwgg� /E'Q 72, nE1 11 IUDw O Formerly �� Signs�are b the r . - x 1$"�E Fp�1 y e General Contractor. W I. -M 1) 6117E 493EA5E `TFiA17 1h TO PSI✓ !I�hT/ALLGP II� ; . - - - , LOn�C.PA - TE CTYI? V1 0 l G E A�iEA - '�-;'• • • ' ' �'• _ - . 3. i(i" Empty Conduit to Locations Shown at the Lot Pen- a ❑ r �: _ l� meter for Lot Lighting is by the General Contractor. Luting > Q 2. IRU� P►e•�5 WILL F3E hET PI�IDFi TO Go1j`I"�iULTtOt' '•• - . 2: • - g e �� b°E. cc o g z E hE /�T PiA+j7lus� ti Fixtures Bases, Poles, Conduit, and Wiring are by the 35, Z01' r1F_TE Mor�UMEHT� /AEi>r To O T _ � � `-" . _,� F ° go Owner/Operator. Q Z :F_tl:pC�oII-�f� a� PPx�t�I=RTY LII�r� g z c� 9 ALL- -s`fbP5A4E orb M��or1A�n'h hlrF_ mots j:' o n , _ .: EXlhT, GI3 4. Bases for Flagpoles are by the General Contractor. Anchor a in WiTNl1`� `��Ir P1E�T'AVPfA�r ¢ H a B�/Cf( Gq R�iMin . Bolts are by the Flagpole Supplier. CL `° O 1HEW -FT TUR hI _L.AHP: -5 P5o,4Du••loPSlei � r:q � RgGE- 12 u01+6.(0 c $'7.73 11 - � L.� • �'• 91.�' j o- g �co�E - IP5"GDI�G•Co�3T}� SFAS C.B. _ in Pu�r4 (hHT. hl� I1S� �� o= 1 \ +5"CorlG• (trI)= S(o.90 CONC. D 5• Proposed Utilities are Shown in Schematic Only. 'Exact % g hUMI' 010.t3 Rim - 90.9fi ' '1 15"CONC.(0UT)= Locations shalt be Field Determined to Allow for the Most x 2D - ° 'I NEW 12 I�GP I!} 019.48 F1Is,,H Toa�iN�p�9�L -9� i )� 86.75 Economical Installation. c o SUMP= 86.66 rZb 92.5 c t; � 6. The Contractor shall Coordinate with Ali Utility Companies � � '••• � � •4 ' �g° � p , • ` g q2.0 g\ I p to Determine Exact Point of Service Connection at Existing 'g c � Utility. Refer to the Building Electrical and Plumbing 40 I- 91.8 g b OZ Drawings for Utility Service Entrance locations, Sizes, and j, ,' ��, - g°• 92.5 4 . g\ EX1�-I' L a \ g\ g\ n circuiting. ® Q AM }} ( \ 3Qi - .i1;- MW bq' IS g\• •9,� PA!/ED DR/1/E l2"GDI4L. (OOT) 87.U9 Q 7. All Elevations Shown are in Reference to the Benchmark NEL.1 LOT L 6AT`7 TYP1 �u � riU S 1D1c(�,, g'� hU M P= 57,E ' ` ; g and must rbekVerified by the General Contractor At 3 u� g } �`< b: - 0 _ ' , IDx29 GvNC• I `` Groun 93. :° EXIhT• PORTION Dr- F31"(UMIf�{Dgh a • !� �' •" -1 TDB 9 g ° GURB TD EE VMM0VF_r7 >°J Ex1hT. G1TUM1 OUh PA�EM�rIT _5UMPEPr 4Ut3l3 I�27 92 DOE - c II be 6" Above Finish � o E�7 - � S. Finish Walk and Curb Elevations shall TO OF- PjEMD\I dh qz.5 �� �, 2�D.D0 o�g3 D. , Pavement. CD g�•� g g - \ g 9. All Landscape Areas shall be Rough Graded to 6" Below 'I 1g 60 \ ' y \ :,Lo I& b EX1hY, Ol_E To 1�E�1 LOTL14OTh (T•CP) g\ g 0 -� g 2 C\ g g2 2\�6 p 2 Tap of All Walks and Curbs. Finish Grading, Landscaping, Q g g� g • g\ _ l 0\ ?F-F"- Wev g\ -._� b b 9g\ gg\ and Sprinkler Systems are by the Owner/Operator. g4 g�`• _ -4' �' r • - 93•s \ 2 . . "�':: i' ti 10. DEIADTEh 0091> 6 LOLATID�6 O'� EMPI�IE hDtt_h ° g EX Lt�DLCTO dmow- "d C 1 ,' 1Fj'` LP I 456TIL1AT1014, 11 L• - LATNAM, id•\( g3 ' ' ' $E 13EMoJl:v '1 ,• d w . '�` i b-i 'h J l I F9RILIj PAVEgh -- AALL OE WDOTH 70-79 OELVEII 0 o _ ��-z T� b \ g� . f p g 99.a 9�.8 �j 41•te 1 P�Pi1Ll7i hl lnul 1",e3�lq''x'7 ��" DO PAOL104T-U� -k99P v A t �d I 4"xS"Kl'/8'� 1FjD�hPDT hMOOV iAJEuh• FL Lb : E �3POLE h POLE n 4 Q L7DUP>LP_ 1(tl_LD LOS �� 92.D � g-.s E?llThl4i�- �j 1 17. ALL FLA47OLE-t> 3E ILLUM MATED,vERiFY / FIEISl o c 1� b 40 • ,� - -_4 U. 1 2 • 1 g6 ►�� r tnrJLiI1 EEg g (\ c�nn0 hAN.hEvjER GLEAt MJT EE� PiD FT; Jevfviry g ,,1• - gL` - � � � T9 p I f•, i. •�ti' .1.•,• 'r •.. `.. e' .•• , . 5'� ! • .• t t ` •it'.. •• . •� ..••' ,• •[• 12• [} � \1G O 'm gh :��•• 2 =� - = ZDo� 1� - h \• �77° 42 DD"�/I 20�. DO � ® �1 �\� PAVING SPECIFICATION: \ g� �' • / RE�ZER - �, g\ g -� 2 S g TL (Minimum 3"Total Compacted Asphalt Thickness.) AdMbk o p Lox 1S GD t�IL, -0P30 I ® J rr ` 3=1d '- _ _-- gh iv -1 NEVI Gc3 0 -=a- PADVIDE A 1 FStTUMII�lDt)5 TOP LQUP�JE (LOMPALTEl7) 1 .# Y ,' DRIER A 2'' P>17uM11AD06 O1t•I17EPi lDUPhE (!1>MPA1TE7) cc m gh , 0 9 m 4�Lgir 3r _.�� _34-7 j 11a1=88.38 j _�� 13AhE TO Lot 1hT OF 41 WELL 40AVE7 Z0061ED hTDt�E. c •'o �� W� CL D�IEv% A hUP>-P�P�rr OF b" LLW WELL 4GfADED 6W [7 -611A LSZ-tG �`i7 �1 L,�AJEL. rJDYE: PPo4ID� A hUF-13A DF 8" LI.EA4 , CONCRETE ;,�� -9�. sv �3 cC ' hIG LO`P 17>r LI 11i m j 17Ft�. Ya LD�E VEhCt�. ExIhT• BtTUM+1�au��h 1 60 j �t/ELL GPiAVEDhAtJD GF3AIIEL 1t�DFfI Eh hER1t'lUI�4 BLOCK m .. = �9 _ -' � LURE3 To�EMA 'l c, � 11 II �. to "' ' !1 h \� 4 F_k Y PEI.NEFjYYPiUU�ih PtAVE?-04Ah A LP /200-?w ., x s BUI L D I NG ;"�� } L � Q 00 HIGH) \( = m IAo DI.IE Exv�T Woor or-I EaS ga 9nG �NELt� 1�DgIt�Ll �EdOr�T. p s � g � • � Cc =_- g 6_:•' �II-2 i Y1ELI7 �Oj'� _y..EFT �?�-� WAY YER h10r; o� g� (� J I g �} �° b'�� m 2 \ Tl)RI� =AhEMEr�T ,41%3EA YD �� .�LE�PED g�� C Zv i -' tip 9 -_�� g 15 ° j L)Q1U13t3ED•l�Pi A4951___Ma4T Wj OWt4EP5 g Note: McDonald's Engineer Reserves The Right To Request A Compac- a+ �. W 3 0a 9ln1 1i ��� gb . 95 g\ I M = 4 w _ EXG/��IAT MA,-t�1�lA>_ TO 13E u/A�TED 1-IEREZ tton Test And/Or A Core Sample. If Tests Prove Correct,Par Q L1 S O 4 D��E�OTp gE4�A�E R�EET7 �1h Above Specifications,Tests Will Be At The Expense Of McDonald': M �' / I_ULj 1 Jill J _ N tb ,r De ��M���- J ���. , Otherwise,G.C.Will Be Charged. o 1" 1� t0 Sl�� rQ 'D``' WLP5 `� LOT LIGHTING RECOMMENDATION: LL - 3 ,0;,, 9D. - ,I (t b • _ < 7 Qj U T H t"� p�A tit !a EZ©I�IN4I� /_OMM► ,- )ION 17N 4_\4 LOT L149 (TYr�IlAL13 PtA�E } TD �E LtRCiUYEn g Lu \W DTI ALTF_gl ATE 4VIZIUT6 W 1TIi ALZERIkii14 L14 to ZL 47. o�p _Z �L.W1.T3AI g� r •9 Z� 11V�1 FQ�` _ ;���Q = a 6 Note: Electrical Contractor To Circuit Lot Lighting As Noted. gb`�' S0 O o o- __ q�`f a i. �71TE ADD"LjL - LtE1�EPrAL GDM MEI�LiAL - �Q/C?� Q O Y �v 9l� 1 v} 40"x�4"LONGI g°� 7. AREA, 1•[410 A(_0E� 01=i 49,417F P CEL 2 PARKING INFORMATION: CP �' L/f 9� v 3. -rAX MAP x9 PAVVEL-1 AR7 D A 't m N ,, ri p ,I 2 • Q F3Yfl� 1hPALE �OhF D� FLOOR AF3EA. Spaces 1O x 2D @ 7S ID.k-A4 LW • •` '1• W P $. PA 4 / Total , 5 cj I=LDDVii A13EA= �00 `505r�l-iDhl�Ft 7[n hTALLh PiEQ'17,to Q .b �•8 :;•• r _ 'ECG � ` Spy' '� Spaces 1D x 20 @ 90 ° W gg d In •: . b n L, cDOVA1�L E \ l 1 D F b g , 3 a•�ir gg 96 gg �`� r2. PAgWi L, REa01�E�'IEt�T� hI-IALL I3E WN'4i�D 1N A T hELTID S 4 �HAI 171LAn Spaces 15' xLIZ 20` 75 -� o [C? Top t 3 g 7 ZUf�I La 00711 i41 . hEG l FiiAFFtL �TUCJY Foci C�CPLAI AT1Of• 61 \. • 0 gg r,. PATUM �E WAh AhhUMEi7(ZA1-5Ej_r7 �l�uA1-iE Irl ''Mv>31I h1G1� nohT � ) �r�ATtol�= Spaces x @ q 100.DO(Ah/>t)Mt�) 1- o�' g 977 UTILITY INFORMATION: 0. 1 70-FiD FgEE _ - 7 - - g b G Size: Type: Location: Q 97 ° : -t L.P. -�- �Z a 1•z, u�.0 la ,7 gg $ ELE\/AT1CA - 7P3AD i�ED orl � �� C���'�', Sanitary Sewer �FSOf.�T 1�- EX16T. 24 LI E� MWADLE � � g° g I'�I �J�A• t�D• LO�iDI :j'q �+ Y ! 'i.,'` , �• ? ,,, g m �c, T. B.M. J• 72,oI r r �'; gg r �� g MDG PS r; * Water ERO T 1 EX 16T, lip" L1 E cis w w a a •r� ' °` • 7S'1 a`�' = CHISELED SQUARE IN MOBIL - gg P Storm Sewer 1� A hI�F-ET �13AI Ln W • , .. 6 9s z ' 9• SIGN POST BASE ,1 I h , •. . ails° k ao � •1 98• °� • . - •g o N I00.00 (ASSUMED) - _ ELEVATIO 4Q5-26 /Iileosured g ''+ �r° C Electric I�Dj208 3PNAbE 4\AIIKE ►� 06"W I3291v } \gg'a Gas C)fAER 6117E DV rjDAD- EK16T L! E a R WATER egg • RVEY INFORMATION: '� 4 1:= g .�1 METER SU r- NFI 77��'�a0'1�="3S_=o3 ';.; • ;•• �_ �i h�IF3AC�S •, ;-� ... , ; _ . ' � o � � t� - ,` •- LT• LE AhhOL1ATEh P.L. S.M.H. - -': • ,tiE kW &' Ar�ITARY •`98g, _. .' . . �' EX1hT. T�AFr1L h IZAAL Prepared By: MA � \'L Rim - 99.22-• . t 1AR 1t•I Ex4hY • • R 3v'P , I Telephone LATHAM, g 24'1nv (In)= 74. 4 'gA13. MAI�NOI.I✓ "'D - ' -• '9�, Booth LULATID� D1= hTt�iCETh ME71Ad DPE1�4&. , A47 hTViEET W11-71019 Z- g 2411 24'Inv.(Out)= 7 .5 - • : , ; ' ' 4 „ ' - _ - • '� •, 24" gPl�yvxlMATE a1�LY, 1�iE7 Ulf ti�E�IE DF M1_700At-17' ) ho1Nsv r t, A Dated: 6FPTEM>3EPT A 1985 d � - s - S - . . '-= Y•S' . • ,� � T AtaI7 LT, 17oT 4It[1ta�c/AY PLAtsh PFfDa. o. q2- 1l72,14�?T? h4aEETh 10 I I �.• . :•'..' • : . '. .' : .t0"x18''LDI�L•�''- 4G.(� q9•�i .Vx •`rlEt�EW 1/7 -. Wj UPDAYE t3PhED DR FIELD 1�IhC'EGTIot�. � ` LEGEND: ro Wafer M.H. L10F_ IIATO \ Rim= 99.13 ', .4 Z-0r4? 1f GI ., . FXIhT ILd'LII�EL P G G pFiDPDhE>"7 NtcDo LD�7 c u Cs /7 1• Sanitary Sewer S Gas - G .°- Q 1l) W ... ;16 � g. 62 . .. LA1�Dh I• F II �! 1 Water W Lot Light LP: m of • 4 Lu 'l C.L 8r P. g yi�E MAhLDLD R� E X ,gyp _ ti•• •e.L $rP-'. _ .':. gg. A T Existing ( 1 'g 1 Elevation 76.5 ❑ o -w g - - . _ . .• ;OfJ14;, 13 • 3 L. �� 1R -'�- oALA�P _T= _ 5979,, °� DALCt�E -� L_ - - --- Storm Sewer S _•y b� \g ,,9�' ' 3 ~- $_ Electric E Proposed Elevation 77.0 s a g l MCl °3 g s 1! PLAN SCALE: 1" = 20` JOHN FITCH BO L. VAR r + ,R.PUTE i7 I9 �5 STREET ADDRESS: REGIONAL DWG. NO.. DHd FITLH 6L_V17 RT .rj Ggr � 2_3 00 0° 0 g 6" GAS LINE 90 3 \ \ \° tiGnG \cb�- FROM EDGE OF 1 t��c ��� �G r � CITY: STATE: h h g g PAVEMENT ro t 2 `� 6 ti ONCRETE 3 g CURB _0 b 0 CORPORATE DWG. NO.: _ - -_ \0 \0 \0�40 \0 gg g g9 g g GUAR RAIL -9 7 , J[�1�1� F1TA OLVD- 1�TE COUNTY TiE I�E1�14ASu E / S L A N D \ �>ee am: G �f G G G G �G Y \ n 1 T�E�I�T,.:(v .["JAtt _ g19n. g��g'o Fi(p-I Ogb6'0 9'� C�LEAhAt �ALt1r �C7 ,� g hQUYt4 hATELL1Tt. r 00 g \OOgg CON TE 01910 CURB \0°g9 gg 99 9g gg �1 � A� DAD i \ g 6 11 -- - --- HE �1 P1.A -- - - --- G * hLALE= I''=gDo' GENERAL NOTES: i . �o';KQQdAREA Wl�e�C R�T>✓�t�lo� �. McDonald Road Sign and Base are by the Sign Contractor. o ll -�.DE � Conduit and Wiring are by the General Contractor. PDr{lZ. _ nToDD A1a17- O 1 T IT 1h ���� ��� } for All Other { n� ! APO - '4— pp j jl0�i Anchor Bolts, Conduit, and Wiring CJ ! ___ _ 2. Bases, L n - - the Genera{ Contractor. 0 - - ��dC= TAG �U$� T- ICaZ?�- I�'Er Signs are by 6S �,R ,, r7ot�fA{.�� �JILI_. +�AoE TPJ�TI�4 U 1 eU11-1711 --2 k L�l�h} ��� - a � a T tons Shown at the Lot Peri _ 1. FiEMU�ALh (TRE-�3, `L1<,T 2� _ �lG!{Th �� E FUgiPD�E EX G>� g, '/," Empty Conduit to Locations - �G--FOPS .i 3)I:DII L{.. l�T1t.ITl�S _ Tlor� Ate Fflf� AT M DFfAIt GELighting C e Ge eral Contractor. Ligh ingCr -�� �-�. '� ►DN 4� I�'ia1t�T/ ►t li t �tN1 - 4D•(�3 meter for Lot Lighting is by th n :"_LA+ P-GR� _ - - --- v 1Fa-�- H G P4 ETA��a>�'r 12'`Go r-�G.(i r� = 8 7,73 BRUht f 1�� -- FEE !3F'�L1LLA } 1 .�E ��.-.1-�E OFSPIAT � � ����� --}��► � � ���8(p•�8 Fixtures, Bases, Poles, Conduit, and Wiring are by t e � N � - ,� UTI L1Tt E _ ,EXLA1�i4Yldd �F`r1�74►-�} ', hN�� �G lrT�G'T�D IF A 1� �{GN)� 8tv.4D Owner/Operator. Q z — ;5 10 , I� 'ntE vF3�l r l,a►1�� hYhrEr�1 ` �,+ --. 1t_P1 FCXvT1t�G {�P � Bco 13 ` �V L�' „T--,__� the General Contractor. Anchor Q � in r' t ��uf }Fj .4�GP1t =B�O 4. Bases for Flagpoles are by ro UTiLiT1E-5( , w f r _____ _.� h o hNF, ! EX1hT, G0 Bolts are by the Flagpole Supplier. C�, Lkt�17 ZLEAP,4I�GC FroFiAP, a1t-�G fir( l �!P FfAP P1l1Jis qo•9(v y h 5. Proposed Utilities are Shown in Schematic Only. Exact - E F'SPf Uh F�� 12- gDL{sj Locations shall be Field Determined to Allow for the Most ` 1�'ILv1-�G.(OU�)- -Sc��� cal installation. m c ? AMC?= SIv.Ln(a F. Economical �'pRl� Er II Utility Companies o r g, The Contractor shall Coordinate with A v, Q1 De Exact Point of Service Connection at Existing o � v O I� LAt'�f75CA ► f / to D ectrical and Plumbing _. 11 E5 L�+ZKTOQ Utility. Refer to the Building E Drawings for Utility Service Entrance Locations, Sizes, and �jNALL P> X E ITALL�D l ALLD�I7A Circuiting. � �tMT Lt�s-�T�D� 1 ► Dgoo� E IhY, �l3 �- �Sohiol� , E .l � 7. A{1 Elevations Shown are in Reference to the Benchmark � A,�IDt� E� ���AID 1 L GO t�h��r3 ! C?U =81•� and must be Verified by the General Contractor At p¢f EPM3 Fj`( IMP 1q8� DPr LATE�7 �DtTlD1� +' f PRD 1117E I-�W0Al�Eh I�Z �1 ht1MC�=�-1 7� Groundbreak. F3l ENTRAt-1GE � c� �3d r 13. Finish Walk and Curb Elevations shall be 6" Above Finishmm ., 1 f . O a C m Pavement. �� � �� LPL. a�.a f�-� � Landscape Areas shalt be Rough Graded to 6" Below � 9. All Lands p -fl - -- - Top of All Walks and Curbs. Finish Grading, Landscaping, (. 'AFrtEG� �C"1 Gt~EAFiA� 4-�Ah �3��4 lLL , D l ll and Sprinkler Systems are by the Owner/Operator. C O V �_0Q. V 0 o V 4t- tOL' 1 EV Ah h�D"l \ f _. — , 'FIEF c h[AY�A1E`,�� W4LL �EP116l Mi ViF_l 0 P1EV f 9ya _- '"^ — - --- c Y, D MAYE M t -- II �o C� ?. 2 AP�`�oXIMA L�f �,SoaD G KITE GA��TIa ` <= } 3 ro a 'ALL. MATi�31AL �11LL � C7i�j�p�JG.D Der DF� T� � t �E= tAt~ TtPDPtAFi 1L`tir h`T oC Pit T7 IO h1TE,4kL ,,r�A,�� Toy W�ht-���T• a� / ( , — --- -- �� �� L� >~h PAVING SPECIFICATION: {� o Go>�TgD� �1U3t� Y NE �-' 1 n j� .� �l�I n ' — % O /� VD Z D.Vv O 4 (Minimum 3"Total Compacted Asphalt Thickness.l a fh}IQwh� DFI `�F�1~ D{�iA1i"� -L �rEMAIt� _ - + � � "T� a� kill ►� =- 1 ��• ` Yo BE 1 t��stALl ED yy , }f`Y'S o 0 L Yid hl ` �1, PLA1--�T11�4 �hUD AT � _ o Cal I riI✓ OF �GM�� � �1 ���. . Tl hAM� TIME PA�1�i4 /� - EXthT. v.�ovDh nl I�fa, Dl, + v 13E �LEAPSED L Gr�UPSl31=p PI✓P� A 0EE�t T' �EW G.PS, 00 4h loll �o�TPS i o- _- ;APfEA T I hYAt31 LIZATIQH , ILL P �DaE fF-RE.E y IM-qi AO r >�EC71f�4 f ZE - - Wj Dint-I�c� EX�1a�la.TED,TD t � TIrD 14-t Y1kt�7 A ��y g8.38 I A� IA WELL Al FfE� f �f / -- Mc�JDI�ALU'� f AREA To F3E�EF�G� COY ov�I`�ER G. c - _ f° rves The Right To Request A Compac Note: McDonald's Engineer Rese a lion Test And/Or A Core Sample. If Tests Prove Correct,Per Above specifications, Tests Will Be At The Expense Of McDonald's, h-t'O�M �rETi;t-�YID� POD Ar-l;7 F- r` To M � Otherwise, G.C.Will Be Charged. p l Elm ET7 F3Y �'fP�Av � E> t � � '�• � � � nF�{�� I hF..,AL O� LOT LIGHTING RECOMMENDAT{ON: TO a- - �I'�t� l� hTPi U'�,�E• �ItF 1 ov th ,E1 �TIn o MEFiDRTVAIh UhE Ol�LY-T14E tEADE P�AIHIHil a1L H7 TIO APa EA aysAc�+�� Pt�oTY O O F7F5`(1l�ELL� wI LL !�` N i o I —�Y�E GolEt , f ` 4 Note: Electrical Contractor To Circuit Lot Lighting As Noted. 1 f 9 7Ti PARKING INFORMATION: 1 1 Spaces x @ Y �1 Total Spaces: Spaces x @ U (-` P{II�1�A� G,U,YT�f�r "ApPti�vX, -r�P D� o LD,S,10, I�C=i P.Al7lt{ Spaces x @ Spaces c _� � 1 / pPr�fOX. F30-tYDM OF x @ UTILITY INFORMATION: ro p, r FLAA Type: J e: Location: f 1 r J � f Sanitary Sewer II Water }. MINX Q ir, co r` oa a� Storm Sewer ~ ul 1il --- �` - - - - - - i`LL Y`(t''E TOQ ElectricCL .. `� _ CL j T P �o1EG� --. _ - - - - GasIn - �l SURVEY INFORMATION: Prepared By: LT. MALE AhhoLIA`S�h,P L AL�7-54'l -37 rl TYPE -To? hE P7 t0, 195� LaP h77 12 5D 1� : qg .._1 --r �27 42 �QiO►�T p f71 ' .�� „ LEGEND: I�2 ` 81�I �Drt-COM OF �{af711� Gas G a ° I -sue - .'. . ��^',, + �/ I �` Sanitary Sewer S m •� % lio�� Water W Lot Light LP:36 W k O L � �' E :. 1� AEI=31G DYE pi`tU? l,i PrAIA TcvgiM ullL p�' Elevation (76.5) f JF1L�E� 1✓ h1T� A� Sewer 5T Existing . . _ .-••— AF�ELT ��po�L.D'h Storm Se ` - - l.. F77.0 �pSM ( 7F1E_F i✓PE"i�A Proposed Elevation _ Itt3�� l�A(E MAP Electric E cu ch . ® a PLAN SCALE: 1 - 20' REGIONAL DWG. NO.: • Q. STREET ADDR SS: U �STor- 3 CITY: STATE: � 1 Aaz oe� ,� i Z, / xTr � � � � /�� CORPORATE DWG. NO.• ���.� FDULE2JDH �, COUNT/Yf�:f{r/�) 1rF SF_Sf-10-rtr ABvvC l f T '�AMEN= -_- ?-dl-k( PA4EMc-HT >, ��Pf�AGE �•-�Ev./ PSlTU1''11M GO3�G, m 4E. t=x - LlP Gt�PjPfl�j � CL q" F- �Jl1ST. hUPSFA�E o� --=F�CIhY GEi`�T c I ' ' 16L.AH 7 1`1�1711AA 1� lip++ Pt' FO a � - U+' ! i ID'f'SUP3 (4P3A4k/ (D Jw A co Ir o HFU 1,EFT - --TU-P5 L A F. t , - o 1 �,gym' •(P ���� r�ouFt�,r� .� _ a d I N P�ACS oP �r✓u�-r \ LAd 7� � f v - G ONE. "UNIT °' I F 2i3IIto AT LA OIL ZO MP,��I 1 as o z v '�` ► i u2 z'-s a•� OPfnE� b Td N I i Z-ONE-H tYUMI o� 0 `� U) O-W� MWIMUM Pff TW UdL915, GuP�ps o N b _ciF� Y vcREv M�17D ►I. b. UNREPr 7P3AgaLWA V _ ._. , cc p a ; a AGE �rt�ll 1 e� 1NALLfj q�� t o° m r }._ ATv .._.)M.MM7 ATE0Y AV5oVe Ti4lh t �. v sc uJ N ,t�MoN (� Q PRIGI'`t,�L4hh A� 1044 MA-50 FO ( , OF ALL P�LaGifj.WNE1�E p3Iyi1GK MGMUh 1 .�4 �Cr 4 . T a �NALL:9 V�I+4Lti: UhE� u��iPSE�u �1�t1_ �� f� ' � 1 � •••..�. �TO BITTED. MAX��p!� cA1 qA' ' LEFT - '-- -.q -TOPS L14NT 91 I7ETA1 L 'fYC�'E �G' �►TGI-� PfAf71 ry TA>�i7�AFSi7 5 �l- AI�SEp $ PE1 �t�MAPI : G�►�LLct! UE4>�J✓ L/ _ -. _ _ r 10 ..1H 'MUPSaL' iil4 tq51 ELS ELE�!%75 gO�L�f�l7 or-� M I7G lilrf ' �" m o - - � f L 4 �r I EX IhY �At� M.N ,1N� 114- :-74, - LDI�G• GUP7i� �id1"l YAI_v� 0�� �"EL-eF404- aocr � I flI M= ate �9 Q }��A co I`CA1` GUY=4 7,3 N fi A. ATW MN PfoN 99. L!l�Nrt �A Q9 AP LOR OT El Q,. m ,� "AJ�Pl �3 -0 a�b' AP fir~E.I� I tom#tq � Q►�` °` 0,�• Q� t� elf► Rb` 141 FT LAt 5,MvhT TUPf 4 a _ LEFT' 5i4N \9 '� Jrj T�> E WAY' �514. EX IhY. Gcm- 0 1' `f: GUP��F� I�L1lti7 p �- m n- �, m� �o a�` a°` �°` f Ptllyl= 97:51 \�o.Q`� ���aq � � { p rta`n �,, �.�G,� t� tea, SAGO), a _ tN� ►� -g3.4ta . f 9A 10'' > N'h TV/fQEAf Ott CG 11 W17E TURN EUF'IP� PAAEMF-tITPfDu/ ... - M'. "r M. !-� a�5�¢► r�EM�/Ir X)6. ' .4E MAP I v 4N .� g7.sm 5IN4 J D H F: I T G -- 13 L 17, — E l K i+7t-1 92:81 s PSI` GUPIB r� �To T t�'�cI IN i�" (a3 = Qt ,21 m a m v Q7, r.lt•N. 1�"(,��_=43.o8-tt /I�i'`(�t3r} 92 = 10 En m D � V `~oE COryN �.. - -- _tics 10 yti _ . 1' o �... 160 23 DES CR/PT/ON °6 40" O �'6 `50 SURF zg ° 9 9 'QC� �R N,Q(y' 9 METES AND BOUNDS DESCRIPTION (FEE PARCEL) 9° ° /�7 E" �A.S' 0 g Land Of �c ppn/,4L p�e�efif L�/t�fE/�/J- O egi�nning at a Connecticut Highwaybound marking the intersection of the line ARP between Land now or formerly of AtlAL Oil Company A Burton I. Cohen and land of , aRQri Q the grantor herein with the westerly sideline of John Fitch Boulevard, also `QOQ�, � ~ ®0 8�/� Ff �� h "PLOT OF A PLAN ENTITLED known as Route 5; thence along the westerly sideline of said Route 5 ARNE Q� �� 3Fj PLOT PLAN SUBDIVISION FOR S27°42'00"W a distance of 132.96 feet to an iron pipe to be set; thence the 0 �� o Now Or Former/ ALVI N R. GOO D I N 711 - 729 - 753 .following three courses along land of the grantor herein, southwesterly on a 'S y JOHN FITCH BLVD. - SOUTH WINSOR curve to the right of radius 25.00 feet an arc length of 43.21 feet to an iron p/4 LENE /Ej ~ ° pipe to'be set, N53 16 20 W a distance of 296.17 feet to an iron pipe to be �3 CONNECTlCUT DATED: SEPT. 21, /9 78 `set, N36043'40"E a distance of 160:23 feet to an iron pipe to be set; thence 2 !� LEONARD E. AND REVISED JULY 16, 1979 8r partly along land now or formerly of Leonard E. Freeman and partly along land Volume 360 Fbge 128 2 `I 2 g. �Q 6° FEB. 27, 1980 of said:Atlas Oi1 Company b Burton I. Cohen S53°16'20"E a distance of 300.00 g • 0g Doi 0 Q g� FREEMAN 0 0 BY : JAMES E. SHEEHY L.S. 7034 feet to the point of beginning. 7Gx : WGIo29 ° , ��°���` Volume 177 Poge 2979Being a rectangular shaped parcel containing 49,917 square feet. 9\ '�° SRICA_ 29 r / 0 �� Gq q,4GE. Tax Mop Po ce 15" Parcels // S 42 C.B. CONC. - C.B._ METES AND BOUNDS DESCRIPTION (RIGHT-OF-WAY) ° g\ Rim -90.96 D + 90.63 \ ,11 15"CONC.(OUT)= 2'CONC. (IN)= 87. 73 Beginning at an iron pipe to be set in the southerly sideline of Mascolo Road, \ 9 86.75 '• 86.48 said pipe .marking the northwesterly corner of land of the grantor herein; g0° g g\ SUMP= 86.66 15"CONCONC. (OUT)= 6.40 ' thence along thesoutherly sideline of Mascolo Road S53 16 20"E a distance of 0 g0 . °� 9\, 26 15 CONC.(IN) = 86.40 35.44 feet oto�an��iron pipe to be set; thence through land of the grantor SUMP = 86.13 herein S27 42 00 W a distance of 200.00 feet to an iron pipe to be set; thence 40 9 9k 9\ O along- land now or formerly of Arne H. Dal ene N53°16'20"W a distance of 35.44 g �0 feet to an iron pipe; thence partly along land now or formerly of Leonard E. 0° Freeman and partly along the southerly sideline of Mascola Road N27042'00"E a , 9 \ distance of 200.00 feet to the point of beginning. F / E L D •g2 9\• 9 d PAVED DR/VE 9 Being a rectangular shaped parcel containing 7000 square feet. 6 k POLE ° g 0 Q 5 Rim= 91.09 9\ • g\ 9 P01 NT OF 112"coNc.(ouT)= 87.89 h BEGINNING G ��o SUMP= 87.79 a �n SURFACE DRAINAGE EASEMENT \ 9 2 T g� 9\ g\ 61 '{ �0 ° 1 g'� .2 \° 9 °h V E MEN ro g\ g g\ 9\ 9 g 2 \6�. ,�• ;�glk Beginning at an iron pipe in the line between 0 9 9 g\ 0\ PA �° POLE \ 0 `L gg\ land of the grantor herein and land now or 9� 93 �. 9 9 \ �-r�• S g\ gg formerly of Leonard E. Freeman, said pipe being S 9 N53°16' 20"W a distance of 300.00 feet from a �°�POLE 9 BI rI/MI�UU lV 270 42 00 E 200 00 92 Z® C.L.I� P 9 bound marking the intersection of the line 9 'S ° '� 9 Q �a % 9 #21014 between land of the grantor herein and land now \ .� . 9 g POLE 9y ° j V '� ° !�, t g � • 9 `�\Q `� 3J� Right Of WO //7 Benefit Of MARKER FOR or formerly of Atlas Oil Company, et al , with the g T,4X MAP 29 PARCEL // & A PORTION OF P,4�CEL 42 p Q Q /�JCDQ/�/�QLD'S` C�RPORAT/ON UNDERGROUND westerly sideline of Route 5; thence the fallowing three courses through land of the 1y d POLE \ Ft. �f' J (� $ Acres % TECABLENE /Sd grantor herein, S36°43' 40"W along 1 and to be ° POLE Oh Q ° \ ' �' 7 V 1. . [®.1 I � � � �1 � G.�; ! conveyed by the grantor herein to the grantee °� g6 O �° herein a distance of 160.23 feet to an iron pipe, Qz g\ Acres 146 �$ 92 ° gk6,�G r° ` of 50.00 feet to a oint [1 . N53 16 20 W a distance point, 2 g \ G N36'43'40"E a distance of 160,23 feet to a \ h o / \° point; thence along land of said Freeman h\ 9 9 h °�� q, g\ 5 27 42 9 00 ,1 200.oo S53°16' 20"E a distance of 50.00 feet to the point 9 g2 9� �Q�QO�� g\• 9\ 9�° J ® 92 of beginning. g 9h eo o The 'easement described above contains 8012 square 9h 9� g�° � 'feet and is out of land described �n Volume 360 h ® co j at Page 128.' " k Q Z 0 g6 CONCRETE OLD CONCRETE N s� BLOCK f'AD Y 3 BUILDING 3� ~ 0 (/O'HI GH) b h� b rQ g\ OA. o Q 9 ` 96• 6°�� g6r \ Now Or Formerly gg� / STORY J g 9 9 CONCRETE _ 3a g6 a g\ Q 9 BUILDING ATLA.5OIL COMPANY ( (/2'-tHIGH) �M o BUTD /. COHEN � h o �ti g 9� ° g�' Volume /45 Page 25/ - - -- - `� a 9 h SO Q Tax Map 29 Parcel /2 ° 91 6 9 zoningGeneral Commercial • Setbacks Front 501 , Right 15' , Left 50' , Rear 15' 6`� � 9 9 ��' r 9 `50 D0 (� Utilities L of 9 9g d OUf ,� 9g Sanitary Satre Torn of So. Windsor ARNE H. storm Series Town .of So. Windsor � v4 DALENE hQ 9� ,<Q Water 11�tropolitan District Commission Qo G Electric Connecticut Light & Power Now Or Former/ Telephone - Southern New England Telephone LOCUS j G 4 Q 96 be gg6n gg� Gas Connecticut Light b Power �- J F / E L D ALFONZO d. • O J 9�°\ QQ 9� 96 96 9 �• r gg,�g - ✓OHN RTCH BouLEW RD m 5 0D �= 43.21 9 o�Q 6 -___ _ (ROUTE .5 I SHIRLEY L . Q ti R 2 W 38.03 r 0 50 Yip gg -� L.P. PENN CEArMAL RAILROAD ,2 hd = S �7 12 9g° y�Q' O 9g o 3�2 LEGEND PASSER/ ��'�'� gg �, ? °a•°J�'�� ggg _ R=25.00 L� 533 8 Maple �Q 9g .�\���Q�� ��v g T. B. M. `� " 94.07 EXISTING SPOT GRADE Volume 359 Page 69 O 7 - � g. �O Q Q B tc. kc. - TOP CURB BOTTOM CURB Tax Map 29 Parcel /O �g Chd=N12 4710 1�32. °t �,� 6 ��} ,��`�Q' g SIGN POSTSBASE E IN MOBIL o , ��'�°�� 1 gg. G° �y>� gg ° g ° =ELEVATION 100.00 (ASSUMED) - C'B.N - CATCH BASIN Q 217 87-Measured g 101.25 g• 9 ° 132.96 = ..°,.... o V G. ELEVATION 75.40 (BASED ON 405.2+5 Measured M - 9� 270 ��/ DO// JAB 9 g\6 '0 MDC B.M. STA. No. 65015 + !N CONK. MANHOLE (SANITARY, QRAiN,WATER ETC.) YY WATER �g g g ELEVATION = 72.OI) HIGHWAY DEPT. - UTILITY POLE POINT OF METER E 9 BEGINNING �/ s"x 6" BOUND L.P� - LIGHT POLE 7 S.M.H. r \2 Rim = 99.22 1 / Tele hone o SIGN �, 24"inv. In)= 74.54 9g Boot h �� SURVEY CERTIFICATION S - SANITARY SEWER LINE <v� 9g 24 24"Inv.(Out)= 74.52 24 S --e ` S 24 ,�. S I HEREBY CERTIFY TO LAWYERS TITLE INSURANCE COMPANY -D - DRAIN LINE Water M.H. AND McDONALD'S CORPORATION THAT THIS PLAN HAS \g L.P. W.. .•• - WATER LINE C.B. 9 Rim= 99.13 \ri. BEEN COMPILED FROM A SURVEY ACTUALLY MADE ON THE Rim = 98.72 I6 G' W 16 1 . \� b' GROUND UNDER MY SUPERVISION ON AUGUST 23, 1985 ,THAT ---- G ----- - GAS LINE b 12"Steel lnv.(In)= 90.97 W r� g b 9 ¢ 24'Conc.(Out)= 90.72 g0 0 ¢ C.L.a P. 00• g ' C.L.15P ggg IT IS CORRECT AND THAT THIS MAP AND SURVEY WERE E - ELECTRIC LINE g 9g \0 #14-i 48 - 3 \ �� 0 °� 5979, q°�,I PREPARED IN ACCORDANCE WITH THE STANDARDS OF A C.L:& P. g 6 \ 9 �� h CLASS A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE #5-9-8-00 FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, 20 0 20 40 4 9g 9g 9g 4 9a R. JOHN FITCH BOULEVARD ROUTE 5 ADOPTED DECEMBER IO, 1975 AS AMENDED BY THE \ O ' ' CONNECTICUT ASSOCIATION OF LAND SURVEYORS , INC. SCALE IN FEET 9 6\ 010 •\ti a� o� DATE RECORD Of WORK Drown C Appr. BC UNDARY 8 TQPOGRAPH/C SURVEY FOR \00 00 9 6" GAS LINE 90`} 9g � �'' RIGHT OF WAY WIDTH CHANGED B.H. R.L'.W. R.T.M. C®ON�4L® CORPORATION �G G G G �' G G. b G \ G G G G' FROM EDGE OF V b- G G ,$4 F�- _ _ 32tigZb 6�2�� CONCRETE CURB 0$69� PAVEMENT �1 2� 2h�h� . ��.a C. r I DRAINAGE EASEMENT ADDED K.A. R.L.W. R.T.M ✓CHN F/TCH 8LVD. 5CUTH W/NDSOR CONA CT/CUT cvuNn HARTFORD I n (In)90 61 \° gg° \° g9 \° \0 \0 \°° \0 g9 \0 g9 I 9 g9f} ©ATLI SEPTE BER '/0 /985 Inv. (Out)=90.56 '1 GUARD I RAIL _9 's N. '.3a34v ,t Af / - \°° / S L A lV D + te�aa G G G G \• .��' i { _ R • C.T.rn . . MALE ASSOCIATES, P.C. 4. BURY ,,. • 0\�gb. 0666b �Oti.On. �3 gin ...,. Cm" M . P.O. Dw m, ICY 12110 C.B. sur+� iu�t+itecaK. L.r+aecrae Arcr►�secturr Rim = 98.41 g9 g \°0 g \00 9 \OOgg CONCRETE \0 gg CURB \009g 9g 9g 9g 9g L.S ed 4 • • �„tay gavicp 0 „p, . 18"(Out)= 94.61 °� 9 9 6 r�__ Dote. SEPT. /9B5 G t DRAWN BY R.L. W CHECKED 6Y B.H. T.Al®Y: R. ut. NO. o . 040. - :.. 1 h 1 Now or Formerly ARNE H. DALE :11AA117111=1171 FOR Volume 360 Pag e' 128 UNDERGROUND Tax Map 2 9 Proposed Right Of Way TELEPHONE ,. P Parcels I I & 42 - �jSee Plan Entitled : ��;� Topographic Survey For h McDonald `s Corporation �° John Fitch Boulevard South Windsor, Connecticut " �o � , By C. T. Male Associates , P. C. 1 Date Sept. 10, 19 85 G. • O,too \'t a •\ �\ Now or Formerly ATLAS OIL V COMPA 1 oz a BURTON . COHEN 1 0 3 -' `5 Volume 145 Page 251 z Tax Map 29 Parcel 12 LC z m i Cn f �Oq G J � OJ �O QA ' �a� Cj J�O ��ti C, G co CD T. B.M.ro ,� �,. CHISELED SQUARE IN'MOBIC ��°� �o�� \, �� - SIGNPOST BASE C. L.& P 23142 �ti ELEVATION 100.00 (ASSUMED .�� r WATER I METER ������ PAVED r 1 s. nr+. H. B GUY 97.3 Rim =9 6.59 12" Inv(in)=75.20 oy�Q Telephone °� • ti0 �. 12" Inv (Out)=75.17 Booth B 24�� 9 � �a G. ��. ,1 1, 24 O A. � O h o. G. 1 1 ARNE H o0 i i `Z,(� arc W.G j U< o� i6 �. ..` o�C-L.B� P. 5976 DALENE iQ� C.L.B,P�597 9 00. �\,L��,o. ot�� - 00 Og'1,� O h O ���� ��'�G' C.L.aP. ��'� h I ,� LOCUS °jam °�� 1,L�mac,• ��O'l ��:` O� of° o,� JOHN FITCH BOULEVARD N 'h R� o� c�`Z �� �� PENN CENORAL UTE SRAILROADq. -- _ �% Ol�"O� � G �3� • ��O�'' G ��o + I rJ to ��• �i0�G �. �,. >k r h T.M.H. LEGEND _ o �,�u �o o. rI,'� `O g�'l� BOO' 9 6.72 �. G ONO, ro�1 CONCRETE ,L4j�h CURB � a`L °� o}�%t� �\GG C. B. t o��q�' ,y�rL� 94.07 — EXISTING SPOT GRADE O g 0) 2\•off' R)..�OK Rim =97.51 r ��� O O \ °� O � I5"Inv.(Out) 9 .96 IS �4` 18 O t.G- , b.C. TOP CURB , BOTTOM CURB GUARD RAIL A " OO• / I / / / / 0 / �N�� •"� C.B.® CATCH BASIN CP O 15'� C�a oy O� M.H - MANHOLE(SANITARY,DRAIN WATER ECT.) i O�N�n �Oo0 I S L A N D .��.� ���� A0��� aO� O ,o pj ,� o� c. ro ¢ UTILITY POLE o CONCRETE ° CURB o Ob �"��O �� D.M.H. �� �• °,Oo ` C5 o,�� O o� OCR- O~ o°' Ri,�n= 96.81 fo'p'S� L.P - LIGHT POLE 15„Inv. ( In)= 92.56 °fro o�� �O ° 15 1nv.(In)= 92.21 °s -- SIGN 15" l Rim= 97.50 O � �r nv.( In) = 92.81 W.G. m - WATER GATE JOHN FITCH BOULEVARD ROUTE 5 15,; Inv. ( In) = 93.08 / IS Inv.(Out) = 91.21 S - SANITARY SEWER LINE 15 Inv.(Out)=92.80 -0 DRA IN IN LINE W - WATER LINE G 6i� _ _- �. ___ _-_ - __ G ---- - - GAS LINE E - ELECTRIC LINE 20 0 20 40 SCALE IN FEET DATE RECORD OF WORK Drown Check Appr. TOPOGRAPHIC SURVEY FOR r'"`"'_'""_"`_'••- M c D ON A L D'S CORPORATION c�F Cr*,1yN�.y JOHN FITCH BLVD. SOUTH WINDSOR C N T COUNTY HARTFORD c ' SCALE I " = 20 DATE MARCH 7 1986 66 IYa 13;31 !r F� C.T. MALE ASSOCIATES, P.C. N Elva 50 Century Hill Drive P0. Box 727, Latham, NY. 12110 Z'. Si nod Engineering Surveying ArChdeClure LanescaPe ;rcr tet°r. L.S. 9 1`C�j" 1 ( •`)J{ Laooraiary Services Ccrnpe,wr Sep. e m Date: MARCH 7 1986 DRAWN BY CHECKED BY APPROVED BY LIC. NO. DWG NC) PROJECT NO., i , tzar i . a� s ► _ .s6Sry4 t<S s t '; S L fydSi ,'4 i .• ash ri F GENERAL NOTES: VG as 11 `u 4 ' Y ' #... ` x -� ;' 3 ��ICE �' a �r ;; j - - _ 1. McDonald's Road Sign and Base are by the Sign Contractor. p 1 w �� - - ,• : - ' - + - + + ;1• -� „. �� -¢- + + Conduit and Wiring are by the General Contractor. Ma uMm o _m0 -ilu­ls M.u0-Lr `�; = : ' , 1 1 2. Bases, Anchor Bolts, Conduit, and Wiring for All Other A_*Q, Y' 'S•- 4 �� �EJ`t5�. \V + 1 1 ` 1 \ Signs are by the General Contractor. 111 ., , - : 1 1 1 1 1 1 1 1 } "W " 3. Empty Conduit to Locations Shown at the Lot Peri- n _ ' i 1 \ 1 1 1 \ 1 I I meter for Lot Lighting is by the General Contractor. Lighting > S Q ,(�-mc�7C3"- W.MO i LM , ;' J 5 \114�1}2NUM Fixtures, Bases, Poles, Conduit, and Wiring are by the cc ,,;, , F # Owner/Operator. a N S jai :'t i a, r .>,• �_ - • .E� wN Z U �7 �7�L��. _ 4. Bases for Flagpoles are by the General Contractor. Anchor Q �, ( - nry c fu, �#✓D �1=NSE W s' + Bolts are by the Flagpole Supplier. ii 0 t;"cr •, , ` ,• -, �YV L--J.��fy SDI ,, �1�L�-�- }� p� p{,,,�N _ 5. Proposed Utilities are Shown in Schematic Only. Exact T� ' s" - ' ; `' r ' N�N� L�GUS '� Locations shall be Field Deterrx�ined to Ailow for the Most L �U 1 - - -i° + + I + + + + + Economical Installation. c. ja • ` ` -r-�r' - - ` r NEW ' L/' ,u"C �! ��. � a .f \ _ , ' f 6. The Contractor shall Coordinate with All Utility Companies c i� • L o (}p+ - • • •/ N L M F •. }�. _` .� ::. ti S SE -� to Determine Exact Point of Service Connection at Existing d, r c m o ,'" �•: . �i f U1"�}�1U Utility. Refer to the Building Electrical and Plumbing v p v .. f ` O ' - or Utdr rvice ntrance oc Ion Iz nd '�" + + Drawings f ty Se E L at' s, S' es, a 3 s 4 R L �� '-,. -�- �• - .- + + Circuiting. P{ .,S , ,,,a t' 3 � 4 0 D.�D EN D N - _ ,. �-' ' •��``�r fit..-� + -#- + + o ti"�= \ G /r�7 ��^7-�{��� ,`'' 7. All Elevations mown are in Reference to the Benchmark 7 t .r 1 1 1�`Y GlC-, VGL/ _ 'd r - \ \ \ �. h�a r \ = ,: \ L� �� ♦ I \, � \ \ and must be Verified by the General Contractor At 4, _ r - rJ E.UON N`US Groundbreak. `� ' rl-, \y ' S p I N E • • B. Finish Walk and Curb Elevations shall be 6 Above Finish o xg l _ . . CZN Pavement. o 3 xf � . r / , All Landscape Areas shall be Rough Graded to 6" Below n `,, ``� ��'/ UPI�.I 1 -� ✓ Top of All Walks and Curbs. Finish Grading, Landscaping, Jury�nEtz -� [ an to er tems are a wne rator. r� �� d I O �� Z JS) �w C /�1E �N- US + spr' k Sys by th rlope '­, i \ Ik '1 I. I. , : -A `' C�cs' 1�7i L 7 M/SPI -- �l�w �/�\\!N + o tF',�§ l New lv,�N `" 1 1 1 ' 1 r ' Ij\\\}1 1 G7 1+ Y;•',. _ - - j - - P �,� _ 1 _ ___ . _ t �- __. AVING SPECIFICATION: --- . . { -q PI..�_p0,1 0Z.-N-, 1.�1\�'-L,I .��_I\,�LV,_Sr3I --4.,!..rL 5.r.r5..0-.'./t.;I-�� �L-_�N1 '..�11'Y L%�.1;.�-1s,,:�ia7W_\�Ii I\M A\\Zl4F..o QA/y� ,�Q.--_*.:-__I._-.F Q,7*.-.'Q.L-\..\'..,-�.\V--0D.:',_-.-:QI-w,.�-.'IN f\s I.\7�rzN_ �I L-L .It-I :-_N��.,.�1 j\\�III1,I\-�\\a\\.­.1 I..:,-/-: I\\-LII X\r,.--. :.. �.[,'.I._:.1\L\. ,\J.T.\i_II,I 1_I,_.,%_-7 \-� )_.-"."I,I-1,-"o. ,l_.., .( ,'Q-I' ,,.,:"-I'"'\,,II- I. )'. ,• " . - �f l`V// f _� l �^-� (Minimum 3"Total Compacted Asphalt Thickness.) aka rTf _ +�.!-� f _ _{/�'- V •�I-�t-r,',-_L,-U.IM:_ 1*\I-A:.,­--: !1rG Q r.,_ !.',�s -,L­�.,'_�'_,,-E.­g�-L.;;.A L;._-,1�..- rI-I I/ .,1­LI�IL L1.*II,'_L 7'L1.- ,...-!-5-I ,.1 1:...-� I..4-I!;,,_..5=�L­'_-�.I,,._S.­�'0:.:.'L.: :I_­'..I.: I. L._1_...."".I-,L___�5- ,��1,.w...-!L_,.4 S5.I 5I_.L-1II __0 0-�i�"-A-1- ,w..�-�-PX.�A. .._. I. ..-t..I ,\... r . .z - - wow / _ _ t1 I . C1 !-� _ x� ' .,Z, { E�-:i. 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" yx f y ' ° / i{ ,',, ' ' . Note: McDonald's Engineer Reserves The Right To Request A Compac- e rj > • /.. cn yT /�sI I` ;' , +' ,: 4 tion Test And/Or A Core Sample. If Tests Prove Correct,Per Q ,I .y � � . , '' , , 1' ' ti; Above Specifications,Tests Will Be At The Expense Of McDonald's, °�,' 4v Otherwise, G.C.Will Be Charged. t .r r• ,, LOT LIGHTING RECOMMENDATION: -��?�t ., Jaf C "j aA i - y �h� c � ' --- - _ --:�.NTA N 6` Off. / j L_. R 1=\ / Note: Electrical Contractor To Circuit Lot Lighting As Noted. PARKING INFORMATION: 0Y ,104v Y r .M _. . __ _ Total spaces x w iwp. - ". .. .. �. _-- d x ` :. ...0 r - paces: Q /fit . 1"1 M N !� I)0 l-A � l C L ��� V � - l' Spaces x @ M T /� z ��n�-1L� s ,�, ice.,. , I I l'. . Spaces x @ 4 W�-j�ZZ:- M��LE AC P.2 5/-•ccrl-t�r�U M 2'i - 3" "L, rt Spaces x @ . kA p S ' • ;�t( : .. ��- � Ets�- rz. 4- �N� �ocus-�- C�>_k �T�llzlc� �s '` , pT .z« z1- 2Zz11 cNL`. �3 f�� , '4' lF��4Z.: .GI-� _ .� , ' UTILITY INFORMATION: c 1 ► ETU�. nr� E �� ��� 4 x", �' I Nc�T• U 4 a 3 tZi�►r�l C .ram/\PrLE �, ,� - size: T T: M��u� �! >l/ � 7 1�G-IT F5 ype: Location: o "'��_' x 1 f I.�I�V. ..LE t4A;',V` 1--A p 2.N CZt-VA .C_ US 4 s I..!]�15,1�L� 4 'J�' �' l�C-�T �c �" Sanitary Sewer " ��.,tf - I ( _ .:! .�- '.✓ 'l.i++.-� E/ LJ �7 •�4-��" •r __ � (( Water (/� I F z rr; , - # C.J�?2t � 1�� , Mi�N .s tw1 Tic �/ �i T T 3 - 3'- I CST: - � Storm Sewer Q ' s nw ;17 .. /y? .CUSfJ'1 ]/S, / 17E1�.1S1 J t S % '- Z' C I'J r. ao ci l 2M 2 `JT :' Electric j ;,'r',�F ' 'x 'N'C� I�;.tZ1` . ,;:�U 1P .fZ. : ..SU t t ��2RZ� l`j�.�.I5 M� 4%- Z' Sr�TZ ~' a m n p �; ` ,j ` ' � a V r -•t.� �•J� .f .N .. . L,/tiJ V �\ p"`)- _ of �I _ 2 •r ,. •_ G. y�j . t✓ tit rx,. -.k ,♦ 9 Ehl D2a N j M l�C��' wi i �Za :: /.'S:. ti._EJ� -� L. S S "- n SURVEY INFORMATION: ro h{ I,W � tl+►1C�1 t7 . C3oN.`(ti U.S EvDN-MUS /:! 1-t CAS Zl_ ZZ 1-�C'��" �J �J r ti Prepared By: � i _ �, ' �� r '[' E��N�t�t�S �v�N�°t .0 „ ���,t �- •' 2"- 15" S�rz PJ �' G - ..1. �V > L��� - Vlr5u tNL)m �/�r3ut?Nt� 1 �LIC �cJ T� osM �'- 3%' ILL ; I,' Dated: { ,.. I T z + J''*-,, r� r ➢ - f 9�. LEGEND: d, r4'e 0 .` r,` h i - '�, �\I ' ?, 5 ,. fY- 1�� :. 'I " i�i 1. Sanitary Sewer S Gas G SP.E.I c ° }, !_� ` Water W Lot Light LP:30 c sm "V G, s� kk - - - - Storm wer Existing Elevation E . m ST 76 5 ,• ..,_ .. . .,. _ c Pro o E - _ ;,. . D M `J Lo E p sed levation 77.0 T }� }� �l .r� 1 �/� �j .�. _ t C ..T7..iC G 15."t �'� 0 ..NEB `;�1''rl lLl Elec y, TYX`�e 9a ..r r, ..,� ..-; !-.i �"'..;`��- J•�T� �J [�-'�'�• � .3r.� ._ 1.-►1� VF-j .rf•�f-?i+ �•3 T�-'[� �� � s � r w h ,4 - - , y,. , . . a Jwt ..ss -� rzv 1iac;�~ -Gr� /sl; : t -- l� }� N _ ..,.. - - 1 _ _ __. .., .. _ +,y` jH.: I U - -� p._ • '� Wit~. � M t..C14-E�. ()JI Tom. Nu 5 3 PLAN SCALE _. �.. .. _ _ _... _ �- - - - - - - I �T __ __ _.__ . ��_%_. . . >y k ,r d- _ �--�� - [ E �� �, STREET RESS: REGIONAL DWG. NO.. �J��"'� � �,/ ��} }/� ]�••Ef; t j /�,y/, h� {.�{.-� (i�.11r..� .'�(��- �".[7L5�'#` �}}� ��'•]r•��•� hC� ]r1�� !-.'j '� �� /�TrT�/��- ��I� 5 `-� ADD '�1 " z `� •'�,..-r:�• -i.s++�"�.i� +�ri +..._ �./� r �v �. `* ,. .��LJ-41�h{. I.Af.� I 1 +ram- � .-.R ,_ -1 ..�0*/1 /_S•1�1QL)�t. ��� Xi ✓V YY !"'ter 1�".�„�r� '\../� � � s I o �.J3 ✓-r 5lhs� r:r e r J�I�N FI C�L�ra (�.1, 5) . � ,, - JeN . . + }� �� _ A CITY: STATE: r ��. \�I�� jZ. CORPORATE DWG. NO.: i M ... I t�, _ __ _ r _. u1-.y ,.. . .. .•,• ,,f{ �••�•� {� �r�) TT ; r d h >@' "zs�x�', � �}i '.{ ^ r - .. .. .... - _ [•••�•`�/�1 G. 0 P.•3�.1 tom. �"� Q i tS Ft", i3�n". i i #hx'i:�y � 1T "� rat a '� r . rrit- ZY ; : �''�[O\�. , 13A._1DFfit.J-tOD1Z Iv N {, =F r t,� �S , a :„fiE 1 % • , i. .a ..: r C.p wf F -.. - S , g X, 4. Y. .,_: .K. jj r 1 . ,�++**,, Y'.. a,. .r .+. :,. .:: ;.-i r' .a:'i:.. ...;�'.- ..�_.: of '.s.. .'.`:':' ''S' 'R' '•l� fh4 •:;,• _ 4 v r ' -7.%1-3r..I.;,...-1"4 1,3�.-_.- C­�/:I,r 9,I1,1-.1_-­.- �-..�_.__t0_4__--.__ ----:r-_I_�-.-_-__,.- V `', - --:-.,.-(Z_-_I.�.,,, I%.;*-.. -»!P F/A ``- 1COD . N 1..,5 *f* -�I___1_1-_____10_, -%F\ R. . E I.:. E 1 I M-=. . I"'A GENERAL NOTES: tI P _ � oe en r7-E�i ii J:• _17.P0 - AQ x ILaO Ar -A \4}�EP1E LA`rLf� C Af�►N��. ot a' c - :____ ~`'-- PaE TD i%3E LDLA7ET7- ADiEA TD PSE 1. McDonald`s Road Sign and Base are by the Sign Contractor. 0� 0 • ',; • •�a: • ~+ �S �3i �� i7F�lla1AE17 F3`( C7E\/ELVPEC�i� EP41i _' Conduit and Wiring are by the General Contractor. 5 l3�MP ` / hEi~ 7UPOL}S�aAQNiG eos�he✓r"T�/,4Tiof�PL4t4 __ , l �^ q • . ` �-t _ GF_ Q �" _ Fag• pE 2. Win g for All Other Its C - J _ _ Forme t/ _ g" _ -~ J g s are y the General Contractor. n -___:...f._:A>�_ F�117E. REAhE " t�i/atP_1�.Y0E lt�h IXLLED i� - • _ 1�E - NDW o LU •. � � �-� Bases, Anchor B onduit and n 6O2 12x1• z � f � \ Sin b `i" _ CT , . - Y _ - -_ - •- -- {/ATLASH_:Y•'EA _ _ Pen : - _- • Load, Pgr3 �0�` oUa- , .w 1.FiL2-_P[ 3_1F/i E h ~"' -`��� -�. - - t, ns Shown at the Lot O _- 1� LL33 ET VViIO�3 TD,GU1 `J`C�1 1)LTIO� - LO 3. '4 Empty Conduit to Locatio �--r• '. ` ' of Li htin i ntractor. Q ~ Lig Ung j.�. 1 %os-r --,MDA fMErIT_ i�::To_ t31� hET-ITT -3A9IQv- -2 • • : $g' • $� 6 , and Wiring are by the '; f 0 meter for L -: ___-_i _ • 2, .. g s by the General h > ,g Q • Fixtures, Bases, Poles, Conduit ¢ 0 ; ��Q�far� Utz S� iUi�F3TY' L11� ,: 0 Owner O orator. --; .. . . . . __ o ,' g0 g / p 4 .. z .- -_-_-__:_TT!_-__- - __ - --- -- _ 4. Bases for Flagpoles are by the General Contractor. Anchor -. f. - ;_i_.._____._ _ __.__--- -..__ _ -- - 9 . q �IM Its are the FI le Supplier. 1, 0' 614/C hT, GU - a ' ;' 91.5 c� acovE $� G �''4G'E 1� �vrl q(!r�)S`1.73 „ "-' Bo by agpo a v fr S :135,LOw,,(p%')Z'OtvAs C.B. CAN `n ! '� I • 9\ 5 CorlG .(Its)= S(n.94 Rim = 90.96 -' C' D -® • 5. Proposed Utilities are Shown in Schematic Only. Exact I' -� zD'x�o' - ' ° I 6UM7 010.13 15"CONC.(OUT)= t� Fi,�ihH T�AhN Lprfi3A -9� 'NEW1V 0q&(lt4)- 9&.48 86 Econolm calhlnstail tion Determined to Allow for the Most . q� $. f 0` 2EC 5M ATLy i3ult p _ \ C c `o - ? 2;5 - N f 2 - 9 SUMP= 86.66 6 •Q ' g0 ° g _ Q 2 6. The Contractor shall Coordinate with All Utility Companies a f 2. N . 1 g,',: ' ' c<` S ; .- 9\ 4 to Determine Exact Point of Service Connection at Existing c c • 90 / 1 `j2•A ��}.. 9 ql •r' C? Utility. Refer to the Building Electrical and Plumbing !r 0 O v �';, , 4 _ a° 42 / - _- Zn Drawings for Utility Service Entrance Locations, Sizes, and o r-- - g �; \ EX IhY GS \ 9\ \ .� /' •" $2 t \•� _j i 9 PAI/EO ,Path= 91.D9 9 Circuiting. ® o �EU.! LDY LI GNT� TYP ;' - _ [s DR/ T = • �? ,1 9 _,{ VE 1,;LI m C, (UV )= 87:v 9 u ` , 1•, `�' - COI , �- g�/ = - :hUMI�= 87,7q a 7. Ad mlust be VeSif ed by the General Contract g Atnchmark / `r lr _ ` (?- -% - _ g0 •r ' O'x24. LDt�L• EX1hT• PORTION DF Fj►TVM1t�lDSDh Q. Groundbreak. ---En6T GITUM114OU� MA P_ EI�T . l3UMPE GUPiFS 7 '(� GURB TD E3E F-TEM0V&V a_' o .TU. V3E Ff El`•'IDVE l7 ' - E h II be 6" _ .. •' • ' -- = ••-• - - .• w s 8. Finish Walk and Curb levations s a Above Finish f / " W '. - I& Q -97.5 $$ 1b 700,00 03 '� 0 d r Pavement. C \ - ` '' 0 -939 -- -_)_ - - 9I I- - g\-3 . \ 1 $ .ih 60 , 9� 9 � ,�'".' 6 EXIhT. DLE TD 9 E\�I lbT1rIW_5 (WI?) 9\ g _ g\ \ 9 9\ 6 3 9. All Landscape Areas shall be Rough Graded to 6" Below r 9 g g\ i y 0\ -" o. vr. f�CMQ�ED \ 0 2 g 92 \$6 �p 2 Top of All Walks and Curbs. Iwinish Grading, Landscaping, ,10 ' g'� -� r >�,CR - •- g \ q '"`-� 6 $ gg\ _ 9g\ and Sprinkler Systems are by the Owner/Operator. 5 9 ,, (FX1 T-r�DGCTO -� `,! ,' • . �" `; 1 17EdO FS 13 !a `� �7 =d w d e m `P o. TEh D l� L_OLATiDtdS 13 EN1c�I E hD1Lh 'S NEI�Co�tE>7 _ _ w � 0 Ih' i I - Y \ 9 r'` - ) _ �do�Q �j " \) ! Ii��EST 4/�T Os� It�L. LA1F�(\M IJ 9 . '� - - -`l5. / :' - • --p�• p 9 9�. Pr3-2 � _q G_� t Tt;� r J I PA�E 5�� FIALL E 41 D N D- ELDER o a>k 9 z Ir aI:ln l FSFiIL!'S g h 13 hM DT 7 7913 d �,`-.�.__I,1.;.I',­­_1.,I,-�I.4.-I�',._r,�I,�I'�II..-I1_I-l­,-.-I-....1,�_,1 I..I�.�-.I 4i:��'.-.�.A1.I11..I,1 I-��1,I,._.�1 I,..1I�,1,I,II'..*:I II A 958 \A� C3»ILI�S hl�AW3k/ 1 ,c33Jq x- �� Dr 17At3Lll l�TO1 9�IP N ,) POLE - - w 9. 1 a-r '; 4"xS"x1`/S" IRot hPDT �iMDOT�I P��6 I = E g�° 'POLE 0b ° \ / -4 j -_ �:' Q . DDu6LE Y�L►-o Lll�s �� 92•D = $-� X1T hl4�� - j ( 1'L1�7 ALL FLA4P0LEhTD l3E lt_LUM►�ATEt7,VEP IFY \41 FIELD r ' I��!�,P��,',;�!it5,.-),i�li�-",*.,�,II_";:1:_:-:1-,,­.-,i�,-:;;;;;":.:.t.-.�"..!�'�.L:_..,.-l.:1�i,�.,.;1..­. �:�;.."�7��;;.-.,]A�,".i��4l��%-����I�i�i'��,-,_�1,i1��"�:..,��;'ri;.­k",'N�;1.�r�:.::�,,�''..".�:,.�,"�;'_.;���-,-,, g6 �° \ a P - 6 a° r m ' EI,0Ir4EE5 _ 1,,.���'­�"1-�,,'j'"�.u,-,,�:��1�,!�-!��.-,,,!.`.�`;,,-,�.�,:�_n,,;:," --,,.:.`_�"�''�.,v�."._I��.";_1,',.I__"�-;'­�_'._�;,.:_��,,",.,_l-­_..1!1,f,k-.-7�_",-'_�,,�1��_.,_,I�"�%�2�.;,`�,�.�-11;;­.L';.'._,_�;,�f.,:,:,.,­_.�­.-,.�_.__� �I,1-:,�,-:�,-"-,,.,;_.-.;.,,�*-,_!!_.'�-,�"_"'`­"�,:1 t_.1i7�_:�,_,.;__...,�,,"­,1,��:­�_,-,�Z.-�_�.,__:-__,,`,,�;':�:',_,:_t.:��--_,,.:'z�L!1.`:��.,,,,.�,e.'_'.,.-,`I"'i�-_,L��;","�"�r�;,�--1..,!,_.�:.:-,,,,:� ,:,..���,-,".-,�,_L_-L�;,�__,7�-�,.-%,�-.,,�N�1,1.4.',Z,,___-..:.�L�:_-:.�.�,.11,,,_.�:..-��-.�i�1_..'­:.,L I..-',�"���.,,__%�--.��-.�,,.,I._.�;�_,�.,".i�l�-'_:�"�.1,.,_*..1.*­�:�1.��.��_.�.!,I.:-.',1-.�-.­­�.,"!" .�e L.��,�,-,_..,*'.,1...�,­,L::..I.1.:,�7,,I�.,.:..Z�;I.��,�-.-LL...L..;_..,r�.1 ':,:..I­...:;:!��.I-,LL.L........�.1I.,...I�.i I��,1,.L. ..��L,�-......�,'�.,-..''_�6..-.1,'..-.,-.1I11.,_.�I..LLL­­1.,I,.�.���,.���'..,-..:.,.I....1,,.­..;�.`..�..­I,-I,.­..���...,�.�_"_..:,.._�-__..-'I L..,,.�;."�,7�­-11-..,.Ij.�..-.�.L-"..;�,...1II,_�"I,II,,...�.L-......_,I-,.I..,-:_-'�'�-' _..-:,''--�......��..I;�,­,"�-�.­,­.".­�,L L L,.,',,�_._:*%'`.­.M.�..-.­II-�-.:I.I.�.:��L,L.:�.1I­I..I.­.....,L.'.1.II­_11.I,.�� �L,LLL,�:�1I"- ...I I�...I:..I�...I..:I. '-L_—.�.ZZ.'...Q-I-:..'.,Q.I..-..1�.���,.I_).I....-_...I.6 II.. I,..1.1.�...(,.1..,I1.II�.,�.0.��...I;6.t..".,.ZI.1�I1.I1(.:..-�.*..I... .I./�II..-I I I.-...,.,�:..��?�..-.�I.I-I,-.,..__-.b-�'..�..�-...3:_1��..1�.I-L II I I L.,-.I.I.....,.:I I I..,III I.A, ,_-I..c-.�.1k*._-.-III I..I� -.._%S-9.-"D 0--PI-.--,I\..�:�.­- /_<[�-*-�r1f-.A F,--.."/...I.i_.' 1­.-_4G,.1I0­.,-�',IL_I.-F=111 M".­..j'.<=...j W....1,_--.,.,1._..,-1,\-11R.\.,-I.',_�S-.( 1.��iD,-!'i�, .b.A I\.,..1.E *.. -I< �-"I-.I_.5_i-�1�­ 0. ,� O/.. 0. .- . 1.Z'Z­L rA. \)e( %(jt 4 u,-.:4 . 6 u-\ 0n. . ZXd -I SII T 1 -- I .= W. III.I,20.== $\ , + _ �N i.• F. '` . t • • �•� 1 2 9b$ r i3. Pt�o�IbE hAt�,hE1 GI.F�t aoT E RA :T \f iFY. g '� - 1 h /, 9sz _x .; 94•9 .. ,` . .:' »t, Y. 2• � \\G . a 3 �\ gh `� ; - _ - = 'FpfEEZE� __� -� 2 g\. g\ '( �2 I �� �Q ,�� ��V. �l.J 9 & ,� h PAVING SPECIFICATION: C \ ° ° 9 (Minimum 3"Total Compacted Asphalt Thickness.) p gh j�, 2D' 3- - - _ _h-0 1 ,l g\° Lpx 18 Go l�L. Gv Pf P g 93 ® d g� - C A FITUM1406 DP LQUP3hE (LDMPACtED� = 3 $ ld -� 9 _1 NEW G 13 0 � w z PRo IDE 1„ T m T - 4 Z_ h° l, 91v it .41' ,r 3r _ _ T 01M=.91.40 r F"' E '' [uMl A a ,a 9 , v -3' 8 J �? ­v q9.7 J _ I��(� 88.38 ��� ��} c,� F, D� R A Z 01 i�DU S 131IS7"R 11�t}r3hE (COMP Ll'Ej7� �? . I - . co _ 29, '°� < A� J w_Fz 13AhE TO LDt-615T DF 41 WELL. 4T,3k7ED I-�3115NEv 6-Z)�E, n 0 1 �- S 3 ''• 3 0 Z . - NF-q A -5U13-F3A�E OF (q' LLEAd,WELL. 4RA1'TED '�AOV a �`- RD TMA5;F14_ GD14TP 01_ h1414 LE/a9h- i7 ° ... 1- .. _.t tD I ; i 6 CONCRETE ,�� 91n. 9,V �3 _ j ' h!G L017E E f7E L, Its L0 i7EhL• IID�E DEsjLR, G�fA�EI . I�DTE: D DE la hUF� 13A E DF 8" LLEAt�, i°s �' .� 1 . 9 BLOCK ` ' m K P3'? __-_-- __ ------ 1=xlh Mtil.�oUh 4a o J FO 1 cn �, ,,, _ € Y GtTU \,+,/ELL. 40AVE176AOV �40JNV L 4t470NE5 hER�iL1f�G LUR13To 1�EMAI� � ` v � r m V g\\G. S� �t I lAf A tv'hUt3-P�AhE. I '� o >, 1 =' '' Pil-2 �l1ELD �Oj-2 '._1�D l�lv~ of�E Ex+h-C Woor.'S 01 EA�a`i'�:t�i�y hID> OF g �. L EA�Y` PAL► E `�T� uLjh AT T o Q cr g �. m 4 ro m a' 92 15f 6 LEFT WAY F_AhF=H5HT ,AC,iEA To 13a=_6L.EAo547 � 9 (� p,\ 4IEL�S PJ 1Ir�4 �iE170Pt C ` � W 4 97n/ O 9 0 --9r1,�� +r g\' I TL� �. - G1Q1 UFJ(3ED•1P AGP1EfT � Ok(1�Epi 99� Note. ineer Reserves The R'sght To Request A Compac �. = c 3 ' 6 A McDanald's Eng ` € !�. -4 .r +u 0` �� 9 ; ; .G.... ATED MA`�EpiOL TQ 0a WAtT5 )7 �E�I✓ tion Test And/Or A Core Sample. If Tests Prove Correct, Per a t i t, 4' _J Q w�,� ! J- ` . , \` Qkli� t TD PaE4f�A17E 17i FhEEF7 `�U1� Above Specifications, Tests Will Be At The Expense Of McDonald's, ' T i ii. S M ,�'', ;(n• a 1W Q� Q' l� L`r 4J .` _j OW DF c ME�I�l /��EA• Otherwise,G.C.Will Be Charged. 9 0 j"- . 96 �� _�I �� ��4 0 9r LOT LIGHTING RECOMMENDATION: ­ .. _ -! T A-TI.A/D DAL. ZOMP�A14 `'% ,! . � o ,� �'•' -9m. 0 ? - Q _ ' a 9 7 QjJ 1��1 TD!`t. lO�t:�`t g , PLA h 4 E Z01�1�lG GvMM 1�htor� 17r�'YC dEW LOT L14NT5 (TV-iLAL 13 Pt4[E5) TO 13E LIRCIUTEP ` :� s J \ \ y 1i D4 AJERI4ATS GRLiUTh W►Tt1 ALIE1�it.�A,Y1�Lt 114 A75 0 ­N" I` j;. V � _Z _ e Cyr .o= i . i- .r - _x N as _. _ i 6 ,; g 6 , l►l : 9 I SQ OO : ;• o J 9w r^ °` 1, hlTf� zor�1~�'GG'-GEI E1�At- LDMMEi LiAL Note: Electrica!Contractor To Circuit Lot Lighting As Noted. ' 4 ZaiQ' O "' '' ' • ' v� ,� ,� 9 Z. AREA: 1•['#IOALFfEh Dt� 4q,9175QFT• 11 -. j,_ L1f 91v. - I 9!� 1 ID x m LOLL, 9 p W 5 2 , ` v,`0 3. TAX MAC'zq PAPaGEi-I1 E PAR7 OF f'IARCELg2 Y 1• ID_x2a"LOI�C, 0 r ':'� • ' ' �,- ' '' 0 13UMPE1 LVG;P ARKING INFORMATION: - PE '. w 4• A 5 Spaces ID x 20 @ 7 5 t7NJ C?E Z-OV1 FS"" g r ,� f_ ,� p r:' '. ; 1 j. a - P P R�fi G IhpALE T50,6F OF: FLDOJi AGSEA 5 E . Q .6 9En. -' -' G ! F-1-DOR AREA= 38O -;2G2FY _ 7[a hTALL� I�E4 t7,aol hl�oul> Total ° j W 9$ 9 8 L M,, .�„ ; 3 _ A6\�G. ,� �� /w6l)Vr Spaces: 4 . Spaces 1D x 2D @ 90 ° o � ` g$ 6 .z ,- v , • b 6 9' S. PAFi�S1�/, �IE4UIPi E4T� hJAL1_-PEE WAI\,IED 1N AZ-LD�7Ai-Lt= WtTO 6ELT I A 5,4.1 of 9 7. 4 97.p .-_ m' 9 $.i 'y 9 11 (� T>�E �Uf�I L 1" 2NAI DILAP Spaces 15` z 2D' @75 ° ' \' ` 9 LL` sr '•_x­ . w 9 :� g Ll G�rJ 41�L� `JEG T[�AFC=i STUDY +(�D�'7 �X�LAV���10 I 71, .. ) sg o .may Q � 3 0, DATUM 54-5E. WAh A,SL)MEP(Gt�1-5ELEn �L�vAFiE 1H MOF31L h114H s OhT FAA -' ) 1 LE4i-MOrA= Spaces x @ 3 �� I 9$• 9 j' • ,� " n O � 9g 100.DO(A�UMED) --.-.._ Q .. 70->iD �gEE •�• 7 ,9• o 97.7 I UTILITY INFORMATION: C �. %STAIIIT�14hiGi ,ti 97. . • •z L•P. `¢' `'> `L `4 k •2 ' , '` - . IS' g9 p �$2 1 Size: Type: Lo s n: 0 O :, 7 7 cat'o b 99 ; \ , E4• �� \�/ N� 9g$ ` Sanitary Sewer F00'f T EX15T 2q+` U F MA1�It�DLE W v Z $ `', ,;p,' ``:• '.`':' 98,E /° ��!h ; _ aJV T. B.M. „ „ water �Ra T f=X15T, I&I Ll E ? w a a 9 9, 6 , ', = CHISELED SQUARE IN MOBIL ' �•'`',;�7 98 9• 98 z . ; `,• • SIGN POST BASE Storm Sewer t�jA hNEET DGfAaf� a t t 9 ; '; 9 4 �, �- , . • ` . : �•9 : g =ELEVATION 140.04 (ASSUMED) 405.2� - Measured - — "' o V r,- Electric 12D12DS �3FO&hF- 4\41P,E z ,,, Iv W I.}.1` — - - • p . 9 w F>' ::xS OD _ a ` ExI �j. / 9' 6 Gas D'fFIER h1©E OF PjDA EXf�JT !�' Ll E _ L �I;L1-. . . x . ;- i -T�i14 , : . . ', , ` • • . WATER 9 $ °' ,� M o, q, NFI77 '1-Z 3$=D3 - ' .. 1 _ T5 h670ALI�S METER E 9 �; �' FP o . �, , _ • SURVEY INFORMATION: S r 6 .- c�` 4 S.M.H. TiE fE\�1=1c hAI�iTARY A -`98 t - \2 Rim = 99.22 - ' `-' - •: .u05-II� EX1.5-r .D,� 3v' 7• '• ;; `_ , A' � .EXIhT Tt�AF>"IL hlL,taAL Prepared By: L7, MALE AhhOL1ATEh, P.L. . 24linv. In)= 74. 4 '.SAW- MA090LI~ . • . , - - Telephone LATHAM �Y- 9g 24'' 24"lrn Out?= 7 .5 • • , . _' • �' �g Booth LUGATID►� Di= -T1�EETh MED14d oFF_4+�45, Ar�D hTPEET WtinT1�h r 9 Z: . 4 s +4PPPfvxIMA ar�1-Y �FiED Ot4 PiiFFNAEW Dr Me, o;' 1"I�h hvFi</EY PL.AI4 '�` -z S - . - •`rTr S - •• _ ; • • S 24 , 1 Dated: /JEnTEMF3SPf IU 1985 - 3 r, ' �,' : u "` a, ' ' ` CD'x18"�o�IL,� `TlE iJElcl ti'Ix' .• A�17 LYf 17DT 1�IGN�IAY PLAt�hr YF301. Igo, <l2- iDz, IR�7�j h�IEETh lD 11 \� o Water M.H _ ',• - _InxiS LD1�IL• �1G,(v q9,�i UR a Wj UPnFtTF_ r_ pA6ED DH 1=1ELD tsyhC'EGTIahI- �0�� a ` W P Rim= 99.13 - 4. - i` G' C L_ CS Z Cs\� . , ,•r' . ) A' 1003 .6 ; L I� P.• / M g . , n •EXI-tT- I!� Ul ti. PODPohED M49,04 LDh o p G* u 9 W `,' •;16 , ,, . , . . }6....., ,- • '� . .. ., \'L b� I-- anstary Sewer S Gas G a ` 1LU . 30 - 0 #' - !i -.. -g • ,r., ; 'C.L.&P. . 9g$. A 5 ! A DLD R Water W Lot Light LP:3f} _ Q , g - _ 'Q. .14 r 8 - 3 , . • .t� =2. F3A1FiF�7 # 7 01 Ar�E }�, M 5L }-i 9 i : '« 64S11 A�17----- DALFNE j - - --- Storm Sewer ST Existing Elevation (7fi.51 O _ Electric E Proposed Elevation 77.0 s " � g9 �9 99 9 $ ra _- -- N e+s a ' - JOHN FI TCI l BO LE Y/'.'4!` 1 � ! UT , ' t -D4D 1p�. �NTh.) I !! PLAN SCALE: 1" = 20' I 6 12 lQ 13 9 17 l9 35 0 •\2 0 0� f\ -Jl STREET ADDRESS: REGIONAL .: \00 00 0 g9 ° 6,� GAS LINE 90tt 9g i r DH ATLH 3LV � R�. 2 $h�,gG . k2\ov,.- h\'�oG 8k90G PAVEMENT OF 6It2,b 2`�Nh�G I I I a CITY: STATE: . ONCRETE 3 g CURB 0 6 $ . \a \� \0 \00 \ 99 \0 g9 9 g9 g g$ ��— � � / } LSD W VL)o F LT. CORPORATE DWG. NO.: __' / - / GUAR RA) L - •g i i -4 - `� F CON,i 1111 COUNTY: \0 JDII1 FITLiI P>LJD- PTE nFC' ,JjJ G T1E:1`II^u1 GA5�u E G G S L A N D G. \. G G G \ - ��VOGr� �\. n C y� ��g b 7t 73�_EXI T. [0_IJA41 _::: g1*b• $1�$0 FfLP-I 0666'0 10 0�° "�3 g3� t�I.EAhAt�l" ALLEY Rs7 I. OO g 00 9 CONC TE 0 g CURB 00 9 9 9 9g g$ DAD �'o �'� 3o\tia A 200_N 6ATEL_L1TE -0 = r g \ 9 \ 9 \ 9 9 9 „ � �� �� �Fcrsr�R� a G - - - _ ___ -- - - __-- Gf 6if -- - -7L&F_' 1"-qOD' `'I NAB t :1 MI ��� S•.«,�.�.' 5HEM �-1L, PLA 4 Y FEB 2 0V986 :..... . 'lei GENERAL NOTES: • k t���4::+ ' : ''• • .. _ : - -.- . -y- _ -"tip ' _ - - - . ontractor. - - �--- 1. M onald s g and Base are by the Sign C , � "' •'+'-LY_1•� ~--' " � �_._ 1 t3EA-�1-1EC�"1E 7�►'7•L1-� � Road Si n p r - - - Co duit and Wiring are by the General Contractor. :. . _ TZZt3 x7 / E E--r-i P3AN I PI•-Qr•f . - = - 2 or Bolts, Conduit, and Wiring for All Other � , _, , . ,' :,. : . . - . :- �..' ' ' • .` '"''� : ' Now V Former/ oral Contractor. E V Anchor �` ��1'1���.��a�--�+ - -- -_- - -- ._.. .. _ .. ..__ ._ ' .- •':. ";- r�o 2 ' i,. • ! Signs are a en W >✓_.- P.. I4�5:_TQ_1!S 1 : _ T t•.LET�.... ..._ . c'-'• . _ \\ , , `i��iA I•�h � ... •,• • � •, Empty Conduit to Locations Shown at the Lot . � TYp, y - tr�tt i•� _. _ _ -' __. LEONARD the General Contractor. Lighting > Q � - �,. . .,*�. _ ;,• meter for Lot Lighting is by �M ,., .. ..?: ::. ._� ' -- - -- - __ W .- -- - - - _ .. _ _.... ' : :• • . - ''• . . .t and Wiring are the �31 _. �r.>•�s�>r.-•:g��ET�I� 'To�_�t�t=��-"t~C�UG71-or� ' , � ___ _g, • • _ � 3, � s '° ��. ' '' _-- -- . - • ; , ; . _ '^ : - Fixtures, sec, Poles, Conduit,, a • N _ FREEMAN0� 60 Bases, C d 9 by � Owner/Operator. g0 g a z are the General Contractor. Anchor - -� 4. or Flagpoles by (n EX c�3 are the Flag le pplier. ' ,I tl - Bolts Y gp v �0. � Bases f b a o Su � 5"1_0 CO0[P C.B. � CO Schematic On Exact r Sc - � I es are Show Y _ Proposed q�5- 0 15 s� r D Allow for the Most r ., :.:.'-:.: -:.,, .... �'.:'•'''... .. , Determined to A , '•• � � 1 :� -yS q8 Rim 90.96 �_NC. I ,t •}.' Fj � x-�0' � • °� � _ ht?MP=�� SLoti 15 CONC.(OU"T)- Locations sfia11 be Field � 6.75 Economical Installation. 66= 86 r�.�-1`9ATG '�-_ SUMP . (p o !k - -' "-- g 2 l ter shall Coordinate with All Utility Companies c L The Contras i o „ � .. tr•Q o}0 �' j 9 :_' Q2.0 g\ O to Determine Exact Point of Service Connection at Existing , c o k , _ _ .. .,01 '�• :",°� g �� n Utility. Refer to the Building Electrical and Plumbing oC (� O v 9 a. •$ __ 6 ' • ' ' - or Utlli rvice ntrance Locations, Sizes, and 0. Ik \ 2 ��� Drawings f 'ty Se Circuitinq- w, " - - ; '- i •�2 - y PA I/ED ©RIVE -- � . '. _:• _ e to the Benchmark ,. Reference efere jtK' = �. � ' - , - � - .- ---- - ••' _ � 7 and must be Verified by the General Contractor At n uGH't� TAP � Q All Elevations p8 Groundbreak. 0- j _ - ,• ,• . �: _ _ �`• � : -r==- ���"_r.(�r�c•: _ _ ' • _ $ � _ ._ _ Finish ----- d Curb Elevations shall be 6 Above in 8. Finish� El Walk an - _ LU �M• i3 � Ttf E 0 Pavement. CD �0 Q h I Landscape Areas shall be Rough Graded to 6" Below 11RL CbT u4k�S• _ g \ \ s. Al pe . 9 9 r, •, ` � , --{ �. .� g \ 6 Top of All Walks and Curbs. Finish Grading, Landscaping, .� �� •. ' - Q Systems are the Owner/Operator.rator. 9 r 0 �4 , � _ �G�I?��...-_- g\ �,.,r�•.�,1 •2 6 g� 9\6 � gg\ and Sprinkler Sys s by Ow r/Ope � • r 9 - ,' �-- •;, , •_ . •..•,. .,• ,. • . • ..., • .t •, •: � ' •. .• '�,' �" TE4 D I>� C.OLATID�h FS`I' EM�IgE hDtLh ff��ESTiLIATIDA, WL• - LA"NAM, IJ•y z o t�.-�. I• L PA`�E � h}-IALL PE hMDDTH 70.79 BEI.D� • :. �` ' - _ 6 1 •�'- - � - •^ -_ 9 , � � -S3i�lli� ht�nutsul l x331q x'7��� P L1�14 P \ J � �'• �1 11 li II t7� �� T�+'I � � y 'r ' • :,_ ! .� � � � 4"xS"x I'll fF3A6i70T fjMOQT N_P_AVEF3h POLE` - , �' 9: '. E7ttT _ ! ! P TD 13E 1L U tt� EFitFY w FIEl37 o _ Ci.D E:- `!` h1 f �` 17. ALL FLAG OLC-5 I_ Nt ATEIl, n c . POLE h \ . a n 4 :pOU$LE. Y� L11 g'�� ! , ! r p m :.• g r g ., 9 6 .` hQN.6FWt;g LEA4 j � DD- -RAJ Z0. QDfs �27 4 • � - _ � - _ • \• ~ _ � �,` ,� h � PAVING SPECIFICATION: _-, (Minimum 3"Total Compacted Asphalt Thickness.) p 'o 1 �. g� 3 + tr gZ L IS ,I ; 9 ,• r 3'ld g� [�! ' '1 I tt ' o ?i 'S PRo�IDi" Ati"F�tiT0416US ToP LQUrrSE (GOMFWE17} 3 "xl�'_L6�CL. ~ D E 7" 174}MI� US 0If (7E9 LUts( hE .GaMPAaEv m (01 , tJ l�fE. (p J � '' i 6AhE TD LOPIat6T DF q �/1E�•t- Lt43AVE17 LF3llhNED hTD „ •n !� i 1I�1�I=8835 ^^ ,7 F ° kill GRA17E© �D o E D�F3 A �ty8-F3Ah6 D !� LLEAt�F- - a Z L,L �+ TE: E 'JV�• E DF 8" LEAD � - - - - GFtAdEL. PPD'�1D 1 r ! I a ti �C tTlSM-1 1 ,•ti• hA.f�f7_ � CONCRETE 1DT1E _� L, � CpTE T1Ff� [v�E 4 BLQ 't I / � � � :W L,1�jA17ED � •� o ti N' `Zjt i s .. r h �G • I , . BU/L D/NG •- ',3. l� 3 � � �. I�h t•1ETi YN hUt3-`�AhE. s„ „ ... 1 � T,.. � �! Dh vr� FrAh'7G-1�N h+nc ol` F�,SEM� _ g\ �NEA�/Y vl~tr�Eq UG 13AT A1�I A t�'I EA T'a�E Lf✓ RED � .G>?jUti3g�D PCI�, ri93 �. GI-{FL PaUF11►.�G �i�PiT. ._ c , ' �i d: 't - T h, r ,� g� _ .. s D W h�EC� EXLA�I -I-�i7 MA U\� I, fItGH --.t�2 J • ' 9 r , i *� �:' BE k//•�ijTE=D (1`� Tt-4 t� la1�iCA�•API EIk To� c _ + - g � The Right To Request A Compae- en r , :.. . g� .�• �i g Note: McDonald s Engineer Reserves - ,., -: i � (92 �EZt�riA�DEl7 E S�ir1hCEDED �Y v�c/�IER• s i :•' ' -t :; • : ...'4J':�' ' � 4 ,• � � :•� .��� . - g _ . •. .. Core Sample. If Testa Prove Correct.Per r ,• _. ±- • : .2. < � ,.:S1. O ;• . :r p- gb I _.. - _ _ Above eSpecifications,Tests Will Be At The Expense Of McDonald':, . ' do r - _ - , :, ..... - . •�. ::. > _ O>. •,. � i 'ti••r Otherwise,G.C.Will Be Charged. .. � . ,• .: . .: . � .• , . ;� ,I�,.: � .�; �-:`-- , I: - c�1 LOT LIGHTING RECOMMENDATION: D �/-� LS_ I 0 ':' �� f�. •� 7 ` L.�l P h l G e 7001 4 CvM"M 1�7101� 17A'1C I EW LOT L149T_ (TYPICAL 13- PtAi TD.15E LIi' JUTEP TO q ;�' � � r: - , Jv/_•,', �. j ` t_ _-_ `b4AL7ERJti�ATE 4qL1U't6 W1TN ACTE~PfI�A`�It�Lt L14NYhCD '. - rx..:°;: . _:. .; .: .. . ,... ... - :• � F Lighting As Noted. -_ _ _ � o e. Electrical Contractor or arc o i♦ 9 To Circuit Lot L.'g o .: • � ',; -����. "- 1TE ZDfaED"l�� GE ERAL- LDM3ME1�L1A N t EI � • I C t t 4 O . a , z.�A EA: :[•'4 .A�t�EhaPIg I -�•; f -. 16: , • ..; 0 P�GEI- 11: t7APfT_OF_ViPOCELl 2 - - - ,. INFORMATION: ,,, 0. , , '' • _ �� ---r� n F-- .--5 spaces i x 20 @ 7._5 5 : , ..- r _ •; :; Total 'ate �'• � �• Tl �pAG.E vas +r3 � � ®` • .. •, ,. . ..� .: - :. � ,. - t _ a��Ff - -- Spaces• a.., � ---FED E.A- fD,ry T-- 7lo A1.L F-G2 h ME4 - . . o F r GLc�3rZA��,E: ��3T_t�_�.ELT�D��•_4_ - - - Spaces1 , J .. , . : � .' .� �. .• - a a�6 - ��_I�,1�17[�An _ _ a� -s�- - r. :. .. . . • • ,. . , g�• r•�: _mac. , - , -' 1L.hIG --.1� E" � ATt_ aces x g ETT K 17 iJAPS iE �� t�, DA Ah �'•\` •, �� t .• '• ,o ' � 9g� I--._:ICzo�1�-(_ -..-� _-._�-. l- c • v UTILITY INFORMATION: � :,� ��'A�lt7_fi�7�-�1Gt� •. .,t. r.�, ;ti L.P. J ,� Zb• Size: Type: Location: � o t 9g o „ W aY: :: - ,y1,,* _. _. .:...; ;.•' -a . - .� •- ,� •7- - ;'' - �� - g9 - _Sanitary.Sewer FFfD�T �- EXlST• 24 U EE MAe�I4101i : %-� h . •' 9 - - .: •; ,`„i•' '' ''�'= 9g 98. - �' !o' ~ - - .... J� . . g M. �_ - Water FF3D T Pk- EXIST, ILv" !.[ � Qn, . T. B. _ g- � • - - �` •�-,.� •, •• _ _ - ..• �^ = CHISELED SQUARE IN MOBIL . ' , • . , _ Storm Sewer - - ;, • ., g ., '. •;, ,� . ,, .:, 9.$•3 � 9s.z-- , ., ;.•. � SIGN POST E rljA hH�T rya =ELEVATION IQ0:00 (ASSUMED) 2M05. - ; -f •� � ', , _ + 9 easured 1 � . t Electric i�0 20�- 3PNAhE W1R . ._.. Z ,;� '�; -9$ ��.� ."�' . •tc .. ' - �i8 3 °�"��'�J � � •� gnG Gas - ,y, _ _ ..; �.:. .,,', • , „• t '-. ' > 199• �° DTNEFi hII"lE DF >!3DAD ExIhT L1 � WATER' - ; -_ ,, ,'• :• � '- ..• .: METER C•..' .' • . _ � SURVEY INFORMATION: ,:.;y , _., ..,• ,.. :: ,, I '�'. t .. ru. rrur,r,rr,rs Ltr � E� FZ I :;• •:. ._,- : ::•. ,. : .. . . .... ... ,. . - _ ... red- y _ _, � .> ?, . •,.. . . . .:." - . ' . � :S.M.H.' •'.-� , ?��. • :. $' •- , . reps . " P 8 : LT. MA A'��DU T Rim 99.22 ,: Tit--Ex . . u ��or1D►7 alb Laf� -OF to s F"r::-nF:l.o�5E.:4PIA�U�At�I FtL1rh D'�I�GY►�Gi 1�AT�;At� ha�QS hE•Pt4�fA`CE $Y I �E tom"" R• • _ , �R g� • • • .- • . � Tile hone - _ _�� .jT _ M; A 24 Inv, In}-.74. 4 LA Y hl U FAz:E l 6 fiS't" 9 ,t � - - - - -• , • Bdo h _. �IAYEA::.$tA4i'S hAI�P �_DFf�1�tC MATEFftAC 24 Irn►. Out - 7 .5 .. , -` i :2 4 .�. • . 24 E � _ul�D. RFAGE TNCFIEFo�fE.FunTlr� `fit L E•IA�E - �•fENISER D t985 . :• M T 8 Fit s E CDU TEP155, . U_ _._i ITA ET �i d hi1 , Dated: 1 , rt�: � E D � � Li>�U t�t7- 7E� i N, �FE •�F TN , d` 40 3 ,TJE:t�E�l.1/� .-. • • , 4 _. O.t3� pEV.I�ATEPI'E17 r- . ,• ,. ;•' .. .. __. - - -- .. ._-..._._. ---'-- LEGEND: -L ;` `. ' .• .; :'� Water ..M,H. - � _ � _... . .. -. ._LIIE� •` . . - -- L P.• EA \ItID I �IF��SAFiY'SD .AL4}tEYE_. AT? UA'i'� .SlIPPDR�:.IJE.'�HE:���TA►UPfA�C .:+i:K.:. . ,,. :. �•;- -' `"J.: .. � L- .. -• • • .• . x _-G_1J .-a�- ♦- `-. Ji��n�/4G YIat1 C'� '/ r+s.•aC - - - i.� O U- 1 • Rim . 99.13. .� .: • • : ••- . . •. ., = - �' `� :'�� �t1hTCl�iI3I�:. _. \G. _.,_ _. _.. - ELoi�bl�i CALL FEII�tPSl.E Q`fI:F} ALTE'FfI�AT(�E r Gas G •„ c w 1 a _ .. . ,. F,i • , n _ • - -- l7Ef�tGt ,_A�t7tY11MI EARTF�IA�D =_!�?T�`T �1LL-:�M I � nitary Sewe S g ,• . +'+" 1 •.•• �,. a •':• � \•�. : , • Q L11 U Sa c YID L � EAt7 _Q AT1 W ... ,.. ... .. - .: • .>~ ... ... THE >7�Fltl:^ thG, 17�I�+�a;::FE PAPITI!_}ALC.`� �EEI7 �loM �SI�DEFi`ENE SEA nF llt�, S . . g�22� - - 013t�Q�T(QL} _D_Ehut2., IEFflAMMEI�i7 LDOSE h M p� Water W Lot Light I_P:3o 8 > W } .:. ;. - •: _-, . .�. . - . /._ Lc�_EX.t 7"r_G�ArIEt1 THE PlEMAti�It�(a � •E e.L as P • 'GL,�P• g 0 6 � PTN OF FiENI "AL` UUt�7 6E AT:.tFAhT_ �1-FT 6ELU 5 •a s Existing Elevation 76.5 3 ��� ���.DID. F3A t.taO� ;� - .,' . ..,. .. ... .. . - _. . 3 • • _ -•�- form Sewer ST g // ._ ;, - . . .. i c. ��4. •� t r. .-`� . � _ �_ �J� T EM t_ DF �57�OLTt?ti�►I:� 1 � ._ g ram, •�� ,-may-; .g .. .. � , . • _ - � _ _ - �a�lll:�_- ac��1�v_v�lc►� � ���u��.��1�� �.��u�a7 a raE �Ac � a �1~A - D..� 17:( .::EtT113ET TC7 EhTABt~thN �a�FLIF3A17E17 ��t Electric E Proposed Elevationmi _ - - _- 1t��:�_�av�n_Ar�ol�. c:v�Yal�s,-Au:: �lu�.r�l�t �.c.5uouu� 1� s�Ert . - - ...._..._.. _ .. •' - g gg 4�` 9 g � E hl`CES -FIRM:..t�A-r;}�AL: got _ � yy ` i � U�117 WA l tTPiA 1"� 20' � q,:PUMP O P1 . _ Y�NLI- PLAN SCALE g 11A 1G TEGI I�� _ .FFfoM"�t�NtP..PITS E.�t�A TECJ DUT31QE-T1�iE '13D-ii.CT1NLf A�rit'A�51�CJ�lA 6E-vTl1.1ZC37 T EM -. E G D N .. .. ... .. ... ,. JOHN '. FITCH' L7O L VAl-[ , .. � 1 -_.. __ t�tlrzF�1�AF3EA::�CA�IA-�iat�. RE DWG. . • � l2' Iq' - --'-- -_...__.w__..-._. _ . . _. _. . ..-._. NECK � � �E Ut•� STREET ADDRESS: - 0� 5. Foli�i A7�i A41-IaW-G6, /;i40 ll �aS 92TABUS'1�EiZ,"�t�RDI,LIN YNE PU EM FAT o.F G�3uh t3U O _ - , J �t t� g9 :. FAF�� A>✓�-�bX � TL N ��V� �FTF_P�) 0 . ,•; 00 6 GAS LINE 90 � ,,'':';::. :`.': •. :-• : -� . \ .. . - \ \OQ G• c' _- � �ES=�}�1b(}LP: 3 �fL� �4t}�rP�Lt�D=�AFI�:_A'GJF�-W111�1{ �1�t5ME:7?t�'�'TA�IF.I�QEt�'�iFIII7 t3`C\1�EA�It�4 �• FROM EDGE OF CITY: STATE- to.h 21Q2� y� b' 6 9 PAVEMENT 6� 2� 2� __.. . F-1CT�i tit V- FIFALEg:grY: h11 - b 2 ONCRETE 3 '� CURB - - CORPORATE DWG. NO.: - Q �. ��'�"�I)'r�f.URA� Ut�_:Loi�.�t�7�:DF �1.� L�>�ADEt?.11�F�hA.l�l� �>'t3A � Nbu �T. gg \0 g9 g g9 g - N,..... \ \ . - _' :- r� ` :1�1F �#T ::F> :-PAVI TrG� .ut 5 1 14-U: ':-hTAt AFiv I o.' o M15I . 51>ndE. �� t GUAR RAIL : _g - F. 01 I. 4 M w pF CONS, COUNTY: :. A w / �$: !�E �tfrt�lDt'AC.OF FTIL.II�.TS��:PF3Dt%b5�f? �itDl►�.A�fEA:�NDUL�"�(Tft�Q � `T1�E �A1NIEZEC�- D 13 I.D� vc0 F E- -' . G G E_ I� 1T6 h 7tG MOVE, S' L A�• N a ff _ n E DFJ _U: 37 'C0 x1 -1D TOA �i$�A'[t��C�T�C D�3UM:s� � t� _ 13i�._ B>GipiAD_�'::�t•�cst)iD � QPD �f0 I A C, h �9 �06 Etia[_YA' ► li:hL1'ri[1?►TIQt _-_._ - �l-v . - G• G. ' . : :' : .;. 0 • . :, ".•� .. .. ,�.Q CONC /UN TE 0 g C OQ 9- 9 g 9g 0 _ ---------.... ...---_ _ _ _ . 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( SEE SPECS ) 1 SHINGLE RETURN OF MANSARD TEMPE�Er7 4f.ah�7 p . . . . 5" GUTTER CONT . . A 9A4 3� v„ 3f ,r r+ - ` P RE R OF BLDG . I I� 4„ CONC . WALK - -2_ TYC�1 hM ' LIGHT BEAM;, REAR ROOF SCREEN ' SHINGLES AS PER Z� ,I O �N G�� q3y\g'P ` ,r' ' EXTERIOR DECOR - F1NlhH 4PiA.V E(1�- C�, �x y�,�� co p O o _ U 7 dd S P O o �r111j/�15 P�4FF. -• � uj . TOEVOF+STOEELO„BEAM - s��;��,......,,s-�`. ' r 3 3 . . SCALE. ( " 1 ' -0" A5 A3 �_.At=�ar�IZED "AL ?iy11r�UM CLEARANCE WARNING SIGN _ o __ -= FIZ-GEPf= A_-CGS-�TYC'�-. I 4, 5„ f 00 - . .. ( TYP. ) a i'- X 12 FRIi=ZE,:BO . STAIN `� A4 GUARD POST a y .. PER EXTERIOR .DE . 2 - O ® o .4" DIA: DOWNSPOUT A4 . 2X8 % tj LITE PP nl T in x° a v_O d r1 z - :. .. : _ _ D �jLALE /8i+_1 / pu _-.j - TOP OF FLOOR SLAB D - - - - - - - - - - - - - - -- - - - - - - - - ELEV . +0' -0" U) - I - - . I a - - - - - - _:-• - - - - - - - - - -- - .- - - - - - -- - - - - - I-i - = - - i - - - - - - _ I- I 1 1 TOP OF DRIVE-THRU PAD w TOP OF `FREZER SLAB I I �. _ ' L V. - I „ I . BRICK TO BE LIGHT IN COLOR. . TO BE. CHOSEN BY MCDONALD ' S CONSTRUCTION w L V. --0 -3 • 1 /8" I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J MANAGER . FREEZER/COOLER WALL Y r1 -I- --r' - - - � - _ _._ - - --I '° t_ - _ L - - - - - - - - - - - - - - - � - ._ .__ - _ - - - - - - - L_ _. _ 2X6 STUD WALL .j - - - - - - - - - - 2. WHEN SPECIAL EXTERIORS ARE SELECTED a • COLOR SCHEMES ARE TO BE TAKEN FROM o t I I_M�1 1�=,*.. �F.7 4 I.--A1-------=..I...'... THE BUILDING EXTERIOR DESIGN AND 4" FACE BRICK 2 COLOR GUIDE . I /2" THERMAX " _ :, DETAIL 54 INSULATION C3 -/.Li_yI__I1_S. .-�"II II N v=�I SCALE: 1 /4 I -0 2X4 FLAT STUD WALL STAINLESS STEEL ANGLE z BY K.E.S. ~ . . .. t ANCHOR b' - - - t . 4 } SCALES 1 I/2" = I ' -0" A4 H rI .. 0 U H FLASHING AND RIGID 8 o s • . - COUNTERFLASHING- --- INSULATION I " AIR SPACE I " ' -0" Y BETWEEN BOARDS p ROOF COVER BY K.E.S. z o 24 GAt GUTTER TOP OF BEAM NOTES ` I . DOOR MUST BE PAINTED ON ALL SIDES Q 1.--IZ-DIF­.. . ,� AND 'DOWNSPOUT ,. + 1 1 -5" _ _��d m...1 Ir 1.r...1D 1.../ WALK-IN FREEZER BY K.E .S. IXIO'S STAINED - - 2 . THE FULL FRAME ,LINTEL AND FLASHING x 01 2 X 10 HEADER STEEL DECKING OR PAINTED TO II- 2"XI " CHANNELS {BUTT WELDED MATERIAL MUST BE PAINTED. a I FASTENED TO ANGLE MATCH ROOF II , BETW��N LEGS} 3 . THE FRAME MUST BE CAULKED. < z . E X 12 FASCIA - STEEL ANGLE (SEE DETAIL 2/S4) SHINGLES II W BOARD 4 . USE ONE -HALF OF A STANDARD DUTCH 0 Q I �., _. _. ,. WELD CHANNEL SLOT WITH ANCHOR -_ STEEL BEAM a FORILEGSANNELS DOOR. oN cn TO BEAM @ 2' -8" O .C . {TYP . @ • _ ****I M . REAR OF BUILDING ONLY) . 5. OUTSIDE FACE OF FRAME MUST ALIGN z w . BOTTOM OF II II WITH OUTSIDE OF BRICK VENNER. a SHE-ET- METAL SCREWS @ 24" CHANNEL I I I I ¢ -1 11.1I...'....IL... .I��=.�_..I.V,�A,I I.-..I..A� ...I.�I I''�.I..I.I...o R �sN�,�e..--.II,..II:.y sI,-- -..-1�..'.TI. -.'.Ij I.. I. -.E_.-r..- _'_..--_...-_...z.I.LE* EIII_.1L. MANUFACTURER : A A WIRE PRODUCT � - O .0 � 12- 14X3/4" HWH WELD ON CHANNEL-AA209 2 X 2 NAILER TO HOLD 3" CHANNEL SLOT ANCHOR-AA210 ABOVE ROOF 2 X b MOPPED INTO ROOFING °° "' 24 GA GALV. METAL II Ii FLASHING PAINTED TO 20 GA . GALV . ANCHOR STRAPS C� - - - - 2' -6" LONG 4' -0" O.G. o a - MATCH FRIEZE BOARD 24 GA . GALV . 1 /2" DIA . BOLTS 32" O . C . HORIZ , & 16" O.C . VERT . CHAMFERED BOTH WAYS. z w BY GEN. CON. {FASTEN METAL FLASHING {a 32" D.C . (FASTEN TO 2X6 STUD W/ Sd NAILS , TYP . } (TREATED LUMBER) w N RAKE INTO BRICK w c� TO BLOCKING WITH JOINT . SEAL W/ STAGGER r a bd NAIL P b" O.0 SILICONE CAULK ACOUSTICAL CEILING I ` 0" 1 / {2) 2 X 8 FASTENED 8` -9"A.F.F. TO ROOF DECK TO OUTSIDE 1003D 2Xb STUD FACE OF WALL RIGID INSULATION , E1.1...I-��1.II,..I.:.-..'.1.i.=.-... I /2"THERMAX INSULATION /.I.,.'IA ./I1 =ArI/I---------� W/AIR SPACE 2Xb WOOD STUD WALL . W/ b" BAIT INSULATION u - . .4" FACE BRICK .,1...(.'.A 1I 1�"1-c 3k1__w1I.I-I �?�I1 aI1 1/1 1 -1-1 Xl-\II ,-I d I /2 THERMAX INSULATION . DETAIL ! ! TAIL 2 2 4" CONC .ln.K,I,�M1\"11%11,.�\�M 0. L b b BOARD B EL E SCALE: I 1/2." 1.'-0" A4 Ab SCALE: i " = 1 ` -0" A4 Ab BLOCK SCALE: 3/4" = I ' -0" Ab A4 FREEZER ROOF COVER BY K.E . S. , v!'. r / . . . _ • - ! - . I _.. - LAW `4'' eJ, I y ,S:;err ) J..:.• r> _ -' - _ ? t.t,r :a:.-t , : f y, _-,,.► LAST FILE $5210 US 1�3—STL DRAW ID ER a ID 39898b DATE 7/29/$5 TIME 12.59 SCALE - 1 .0000 _ {� �L�?,a yet YT.;r .-.jb}f� ,?7:,�: � ".':f: :', `•F - t '-); .7y f= d rvv�f{�{s r= / 'rir Y .. .. � , W./Y P;.?}' tL4r? '?t ..,Y': + ,` : • ^� a= E_ 24 GSA GALV . RAIN DIVERTER a `h ,r( g a"s� 2,letd cl'.'3. .. {,��t��;��f �,u�yi > ��_ `� PAINTED TO MATCH SHINGLES 0o sil , .. A ! Ft u �t�1'Yt1�11101451 At`r tU LLka`{ t , 5 o 5 0 4�__, �� a tig 00 TOP OF PA 1 4 MIN Fa K p""y �; s , - ELEV . 1 6 ' - f€#'.. f k4z. `-' '.T� 7f]+ $ai SeY .f L - - 2 9/ 16" tz H s 29 55YS Y•1 �*fr, �niti � y, -� ti" :i ' Q Lij E3agN r�72) LLI S ....MASONRY:`: ENCLOSURE a� r tl ► J ELEV 9 ' 4 1 /2" fv n Z > FINISHED SOFFIT• Ld 1Y3 Mry� W t _ Q/� - -- a Ln BOTTOM OFEll I �DUa� °o MULLION I C7 r-_: - Z - -C 3t L F•R - ti - Al ' 1' 11 in Ott O , TOP OF SLAB � 0 � A"`f, - �-••�.'•.!%.�.. _ r �- .___ .,_.. >.� -- - — — — — — — — — — — — — — — — — — — rI I ,t — - — - - - — — _ - - - - - - - - - - I I 0 rr �ELEV . 0`- - � _ _ — - — E R S Y- L- - - p JEIAN SAFETY LO CL CL 0 SEE DETAIL z — — — — — L.—. � — — — .... ..._. —... .._._ — � — — — _ — — — — — — — — — __ — — 1- � — — — — — — — — — — — — — — — — � � � 4— — — -L — — _..._ .-._. — ___. _... — - — BOTTOM OF SLAB FOOTING 0 J 5 �- ttr — FOOTING ELEVATION AS Q H �I : NOTE : 24 GA . GALV , RAIN 0 OZ ,+'$gyp*' ! ' :` : .;' DIVERTER PAINTED TO MATCH REQUIRED 8Y CODE OR t �� GUARD POST AS TO ACHIEVE ADEQUATE {h ; F,j IN ,+ ;: WALL LOGO TO BE SOIL SEARING Z U 0 �!` `�" � • _],:.' SHINGLES CONTINUOUS AT VALLEY ' fitt4 CE ERED wA NT ON LL 0 }t} On, SCAI.Ei Y /4 jai 1 -0 ci a yam{ 6 r f EQUALA EQUAL 51 0 Yx /_24 GA._ GALV RAIN DIVERTER A 8 X 16 ALUMINUM LOUVER € _' _ PAINTED TO MATCH SHINGLES +,, W/ BIRD SCREEN {TYPICAL) _�` ! ('TYP) MAX 3A HIGH � [ �1� ttt� Ili its t �•!'Tk� :. r'� ; : - _ 'V `"� QJ Co 4 Nt t. - ., Q O f.F t•-,1••- Q� � \\\�.����1ZJJJ r•� t� Vi :FE 24 GA. GALV. RAIN ca 7 �;E+ 4o!+Ifo•C� �'� �a C II{ �]{I N � � � � DIVERTER PAINTED TO �i o y�3 =�� �•,� ILL r'k,; �'L� {,,.,,y17 r a'. ' !}tqs..• �.otiti� 4 EZER ENCLosUREE �e � t, j,�r,r3..,�t�Y 3s• 2: - 1 - .._______ 4 vl cr , y % . d 'n co ,7,.,1 Y6 7 k 3 y' s r Y]s 1: 4:n■: Y.!O ! -Y O #1 Y 11 ILL i �ty�1• 1 it 3"Jrn.3�r`1!'t s i t:. ? J ,� t',�: ^- ._.._- .. T HUM x _ ov Up .t :- a r e .,;q:i��r X FF•-il, a Y " Y= I+ ,: Y '. :. V H er4' tea 4t S :1:}.. 1r li: f t 1xx?, x {9. gn sl,•f 1 L ��: E#— —... — — — — — — — ....... — —� — — �_ — — — — — — — — — _— � LJ.1 WALd'. rT ' 1=?' G 1 f r - I �It. Fec�f`. ,,irfi v r •a r:l a o qu r ... 4,L1 DOWNSPOUT Q , r ::� a .Ih.J t 1 . y,i'S _i S Y - - U C ,.f... ' Ala 7., s � ..t �' �. r.-... �� r..,- �_ �... �.-. �.r ...�.. :...:`. — — �. .-..... ..•.- �.. -.... ..— ._.._. a€,i R-5,, dP 3 y .•.. .. ` " f 4 i--1 �,,,,� ` L -! ,MIT :A 1 k xFy4• �-n f v i 3 1' t F ri`` :�Z.� L. — ...t,.. -'--� ..:,... .�.. �.,� �� .� —_ ..«.. ..s .7'+'-' Sir '�t Frt{ K i.: •w::; :�i. r i . . ..:,..: _ —. �.. .r. ......� ..� — �..,. .....` �, — — — — — — — — ^^-'• --•— — — — �-.. .—• — — .� � ¢� �. i y] .! f ANODIZED ALUMINUM FILLER PANELS f TYP} w �• -1�: r]+'t+t ff 5 - � - to L BE CENTERED ON WA L t ;r gig BETWEEN MASONRY OPENINGS Z •�� Sktr,W'ttk�]3� 1 r 9 ■/�_ { i ,�+f k ■L,��`,{ F '1 :). ff i. -�tti'xf yF S� ts..i M ',i �MCA �'`f' '� f •�^V'� - - UI . w Ld ��f=.•L� -X- ' it _< 1 S -,- _ � U F f •'j. ':rz_` f A LIGHT BEAM f_ 1L .,, _, f .t... ....:: .,:• ..t ,;..L .�}:� - : ::, :.� ;:,.,- • ' -. . :: ; .': -:�'::�: . '.. . . '. I/2 X3/4 X 1/8 CONTINUOUS FLASHING o+ FL 0 lif t LDED , , ', � � �, , ;>. .� : . ,;•. .. ,t - � .:: .. ..... ... :. . _. .' , . .• '� . . TOTPOSRSN�TTOPNG BRACKET' I X I X i/4 Y W ING . a a 4 fj, 1, 'Y9 htY rT 4 Mf ly.. N°:',Y WQCLOSEDRENDS�MNT I co w � r,� -� 2X CONT (SEE SPECS) i z o D #15 ASPHALT GHT i Q a FELT a f- Z ,1 F , , .,r S' t F: .t• e•' JUNCTION _<, _ ,t LAG SCREWS Z F— r �.4; .:• _•��':!. I /2 X I/2 So WRT. ti i'i :?;:'..7,. _ PARAP T F H t t- i':f: IRON TUBING WELD i �,. ,• ,a t SEE ECS. ,. ,:�-�,,, t ::,, , . , .. :. .,.� '. ., • ,. •; _ .t•' ED TO STRINGERS to E LS G 'I{ :� is �, ry-,. - - 1 �.{ is .r, - �T.S-..�• a 5P Ld E)`E TA I L ,xl „ '•3c�_ Ste. --; k - i 1 f' ' I It r.•,: 0 0 a J _ H I w p.,a # .,r _ .. N - - ,. p Z 1 l i S t y2 f a:; u r rr J I- TOP OF CURB SCALE . I I -0 A6Vf i H iy­ 5/8" Ti fl PLYWOOD [ Mi,M. Y SOFFT T SEE NOTE #2 1- a f�`��:�t� x 1 v :ti• ? ,n -Ya F-s` •i '. � � � � ! Z F- �'�`hyr,{lr f�l�� s,`Q r: '.,tF t -) i ,.Y •• - .. ., C rr � � W r',i l!Y r.,',t, y .i- �) 17 Y '� , � � .�• I I j 4- � , IGHT 8 AM MO NT N BRACKET + Y , F r R P TR , 0 USE IN EDES IAN r >' !003D 1 TRAFFIC CONTROL FOR BUILDINGS WITH MASONRY EXTERIORS WRAP 2X8 , :, • � �`'��.;:�:•.'�.: 1:. I /2"X3/4"X I /8" WRT. IRON TUBING WELDED FASCIA BOARD WITH 24 GA. METAL FLASHING PAINTED X8 FASCIA BOARD (SEE TO MATCH TR M F R I 0 BUILDINGS WITH WOOD EXTERIORS : y: . ,� •;x)� . .+ . .'`.'' FROM' BOTTOM 1 1 • • ` . . : NOTE # I SA ED ST D TO DEMATCW TRIM r TA BE)E TA I L _ . . .. - .. . <. <, .:.. . ... > . . ,.. , :::. ,. .. . . ., , ....' . .... .::. ... - IT TO FIR GROOVE 4 I L OOD SO F BE & D I _.s..d>:-..�...,..:...,.�.. „_` .:,'.,.,..::< �:,,:-.3.:,.,,.n,:..>..... .•,....-.., : .......,....n,. :<;>..k...._. :-..<:.,. .::..:::....:. .1..., ., : - ' '•. - .. - � : 2 �8 0 C G ROOVES TO BE PERP N AR T FA_ OFSCALE• 3/4� I . 5 SCALE E _ . i A6 BUILDING fit»'• � >s.� I j�eFx:A,: � '.' Y r..:...:. .'�: �'::. 1•�::i ..:.t� ry,...;' "i •�;r,.f." - •� a M A e f •- f{ A � J L. ..... ._.. < .. .. .,mot..: ,. .. • , , i r. L/GJt./T/r / /tJ/V • 9 gp� ° p. METES AND BOUNDS DESCRIPTION (FEE PARCEL} gp ° eginning at a Cannecticut Highway bound marking the •intersection of the line Land Of g ° T between land, now�oe .formerly-of`Atlas oil .:Company & Burton I. Cohen and land of `i th grantor herein wi th'the,', Orly si del i ne of John Fitch Boulevard also f known a Route 5; thence along -the- westerly sideline of said Route 5 /� p ¢0 !�, °► ` 36'0 S' .°42"00"W a'; distance of 132.96 feet to an iron pipe to be set; thence the 4Oi� ilk following three courses 'along land of the grantor herein, southwesterly on a Q,�O DALEN �` 16Q _ MERIDIAN OF A PLAN carve to, the.-right;of_:rad�us-25.00 (feet,an arc length of43,21 feet to an iron 5 ENTITLED " pips to :be set, N53°16'20"�[ a di:startoe' of 296:17 feet to an iron pipe to be •�.3 PLOT PLAN SUBDIVISION set N36°43'40'E a'distance of 16023 feet to an iron pipe to be set; thence '� Now Or Former/ N FOR �ar� ly'aiong ;land:now or for-nierl of Leonard E. Freeman and partly along land y ALVIN R. GOODI N 711 - 729 - 753 y JOHN FIT,H BLVD. - SOUTH WlNSOR -of'.as i d:'Ati as 0i 1 ;Company & Burton 'I. Cohen S53"l 6'20"E a di stance of 300,00 Volume 360 Pa e 128 2 't 2 :a 2 �, EONA CONNECTI CUT DATED: SEPT L RD E. 21, 19 78 feet to the point of beginning. \ 0•h gp . gg ° gg. g9 6g. Q�Q!<, AND REVISED JULY 16, 1979 8r 4 �� /J�y 5 /�'/U 2� 5 3 0 FEB. 27 Being a rectangular shaped parcel containing 49,917 square feet. 9\• p g FREEMAN AMES E. SHEEH Y L.S. 7034 RGI-cels �� �l� �° e,��a VO/Ume /77 Page 297 g 9 METES AND BOUNDS DESCRIPTION .' (RIGHT-OF-WAY) g'� ff GqR T4X MO qo6- ,0 29 Parcel /3 = ;Beginning at an •iron pipe to be set in the southerly sideline of Mascolo Road, \ C.B. I5" . sai d p�pe•.marking ahe northwesterly corner of l and of the grantor herein; g Rim=90.96 --�ONC• C.B. p gN D `~ Rim= 90. 63 thence.al:ang the southerly sideline of Mascolo Road S53°16 20"E a distance of 15"CONC.(OU = H 35.44 feet to an iron pipe to be set thence through land of the grantor �` g 12"CONC. (IN)= 87. 73 p '� gN 86.75 15"CO herein_ S27°42'OO"W 6 -distance 'of 200.00 feet to an iron pi Pe to be set; thence 0'1 90 . 02 9\ ' -- SUMP= 86.66 NC. (OUT)= 86.48 g` • 6 I5"CONC.(IN) = 86.40 ai ong 1 and now or, formerly of Arne H. Dal e' ne N53016'20"W a distance of 35.44 k _ 2 feet to an• Iran pipe; thence partly along land now or formerly of Leonard E. 9 g ---� SUMP = 86.13 s;diitaan ..aind partly.a]ong. the.southerly, sideline.-of. Masco_l-Q. Road N27.42'00".E a j p b k$ g o `d#i;tance :o€ 200.00 feet to the paint of beginning, F / E L D. 9 \ 9N v 0 .62 \°� g` c8eing a rectangular shaped parcel containing 7000 square feet. PgVE g3 g j D DR/VE M \ POLE \ g 6 � g • g 90 �Q�l� C.B. 5 POI NT OF ltr� Rim= 91.09 - 0 12"CONC.(OUT)= 87.89 ; 0,)a 9 2 g3 g\ ° 6$ BEGINNING \Q`O SUMP- 87.79 9�` 3 9\• g\ •� PAVEMENT ObG. G yc . 9 4 g2 POLE 9 g \ \ '{,lb• k\Gc POLE S 9 1N0U 9 g 9 e1 rUM o g \ o TO 99 a g�66 9g\ �\ g� TAX g3 POLE g� ,� 3 �j,OC�� �. N 27 42 DD E 2DO.DO 92 2 C.L.& P. 9 MAP 29 PARCEL // 8 A PORT/ON OF PAkCEL 42 p Q�Q�`� 35 R/ght Of t�Yoy /n Benefit Of g #21014 CPO h Q POLE to49, 917 J MCDOIVALD'S CORPORAT MARKER FOR g60 0 g6 ° Ft. � � /ON UNDERGROUND g 7000 Ft. ! TELEPHONE f 0.161 Acres CABLE �6 g Vg� 1 6 Acres `S' G g 2 �. G. r e2 �� d�Q°Q�o� g\ 2 g\° S 2T 42 �` OO`/ W ` 1 200.00 �- g5• 9� 9� j Q.�O�� 9 Q 3 2 92 4GC,�� g o ® 9 f g6 CONCRETE 04D colvcREr +• BLOCK m ® o Y BU/L DINGf'AD _ �. OU (10 H/GH) 96 ' �� O G. �d / STORY g o Q CONCRETE _ 3 o O 9100 96• g j Ik g G 2 g6 O � \�G BUILDING o a o \ NOW Or Formerly gg3 \e (/2 f HIGH) Lt_ ` s 96 g 3 p M .11 O 99� 6 A TL AS OIL COMPA N Y _ g � 0 j �o BUR TON O3 06 K� /. COHEN S t g g � cb Volume /45 Pa e 25/ - e2 Tax Mop 29 Porce /2,21 _ - 0 6�O g� 9 gg 2 g 5000 6 . � 6• Zoning General Commercial g9 Z_Q'1� O g g N6 Setbacks Front 50' , Right 15', Left 50' , Rear 15' Oaf � Utilities 0 � gg 1 9� g�0 �V��� Sanitary Sewer Town of So. Windsor g Q. Storm Sewer Town of So. Windsor ARNE H. v Now Or Former/y J W g6 °6 g o 6 Water O g � G. 0 � r Metropolitan District Commission DALENE VO Z Q J 910, �4 a6�a�' 3 Electric Connecticut Light & Power ALF® (� K F / E L D k g• g6 gg' Telephone Southern New England Telephone LOCUS J= 60 J 1,�•\ �Q� 69 g g6 ° gg6' �► �P Gas Connecticut Light & Power SHIRL �� 9 g Q ' 1 g �EY L . C� g - 2� g6 '4 9gg Q 4 � �� R=25 00 �- 43. _ I #--1 {® �� 2 �2/5D/I W -38 03 9 o�CiQ 6 I �g JOHN F/TCH BOULEVARD �.� �co 9° DhQI. = $ 77 $• -L L.P. - �, Z�c�G. (RouTE 51 g �P�o 9g p 3g2 PENN CENTRAL RAILROAD Vo/u 3 s� 6 g �` 0� me 359 Page 69 9 0 R�25.00 = 5.33 8„ Mapie Q� gg 2 � J �� N� gg Q ToX Mop 29 Porce/ /O �� g" Chd.=N/2047� - `g' �� ���o�� �� g� LEGEND Q� 2/7 87-/1/leasured /O W 32. g mar' o.� `,. Q o ;� T. B.M. 94a 07 - g �� g• t,t•E Q' g 0 = CHISELED SQUARE " MOBIL" EXISTING SPOT GRADE 6 /0/25 g• 9g ° /32.96 9 a (6,zp V�' g6 ° o -SIGN POST BASE E INto Lc. - TOP g =ELEVATION IOO.00 (ASSUMED) CURB , BOTTOM CURB g ii 405.26'- Measured C•B,S _ CATCH BASIN S 27a 42/ DD/t W � g$ T \gtbG• WATER /gg. 69 POINT' OF METER E 96 + IN CONK. M.K® J MANHOLE (SANITARY, DRAIN,WATER ETC.) S.M.H. HIGHWAY DEPT. - UTILITY POLE ., \2 Rim = 99.22 BEGINNING s X s BOUND 24"Inv.{{In)= 74.54 1 L'P+ LIGHT POLE 24 24"Inv.(Out)= 74.52 Telephone ___ p o - sIG N �N S --.--- -� _ _ S 24 g6 Booth - - S 24 SURVEY CERTI FI CA T IO N " \� Water M.H. -`-` S Rl I HEREBY CERTIFY TO LAWYERS TITLE INSURANCE COMPANY - SANITARY SEWER LINE Rim = 98.72 - g Rim= 99.13 L.P. AND McDO � -D 12"Steel .lnv.(In)= 90.97 I6 W W ..!6" G - NALD S CORPORATION THAT THIS PLAN HAS � DRAIN LINE gg 24 Conc.(Out)= 90.7215�p C.L.& P_ W 16 �•• \ZV�c ROUND PILED FROM A SURVEY ACTUALLY MADE ON THE w - WATER LINE 5-9 sP0 gg `00 414- I 8 3 i0p° g ' C.L.BtF gge0, UNDER MY SUPERVISION ON AUGUST 23, 1985 ,THAT G ^- '1 p 9 # g IT IS CORRECT AND THAT THIS MAP AND SURVEY WERE - GAS LINE 4 g h g 6 �'� \6 91 5979` c,9;� PREPARED IN ACCORDANCE WITH THE STANDARDSE - OF A ELECTRIC LINE gg gg 46 96 CLASS A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE JOHN FITCH BOULEVARD ROUTE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS , g ADOPTED DECEM13ER 10 1975 AS AMENDED BY THE 20 0 20 40 9g G \pp p CONNECTICUT ASSOCIATION OF LAND SURVEYORS , INC. - p SCALE IN FEET G G 0 „ , • DATE RECORD OF WORK p2 n• �G. n• G- G' � G� o° gg ,._,,...,..., PP BOUNDAR \ b \ 6 GAS LINE 90 gg Drawn Chock A r. Y TO_PO GRA PH/C SUR!/EY FQR C.B. 62 32 92 6525 �2�o2n. G G' G' G' FROM EDGE OF �y bG °` - 4- Rim= 98.51 p \ b 0 CONCRETE h 3 S g �{ Z �G G •0`�� �:`` RIGHT OF WAY WIDTH CHANGED B.H. R.L.W. R.T.M. inv.(In)=90.61 \ 9g \0 g9 \0 \p OOOp 3 g CURB p 6 PAVEMENT 6 2 a bib' R,'` ' ��v..L. `- MCDONALDS CORPORATION Inv. (out j=90.56 1 \ \ \0 gg p g �� . J3 tJOHN F/TCH BL VD. SG�'JTH !�l//NDSQR CONNECT GUARD RAI L \ g g g9 gg g6 C s /CUT ' N`��� G• COUNTY HARTFORD .� 2\G_b G G G / S L A N D \0 K Vo t 20, C.B. \ZtZn SCALE / DATF SEPTEMBER /D /985 9 \ b \ G ti,, .�, L Rim 8"(Outtj= 914.61 9999 \Op 9 0 g 3 g $ 66 0666° 1p o\'` 3�3e� - S���F+ C.T. MALE ASSOCIATES P.C. g NO g9 N0099 CONCRETE p 9 CURB p 9 -.,..,,.,.�r�`' • \ g \p 9g gg g9 gg 96 Signed ' 50 Century HIP Drhrs, P.O.Bon 727, Latham, NY 12110 6 L 1 1Q [Q ­ LaboratoryEngineering surveying Architecture Landscape Architft-Wrg . -. Services Computer Service ---- GA - -- _ Date.-SEPT. /985 DRAWN BY R. L. W CHECKED BY B.H. APPROVED BY: R.T 1W tIC. NO. DWG. NO. df ����:.+ '- • . GENERAL NOTES: �` 2i �" - .'. _f---•. -- `- •• '• . - i .. —•� ' �.,. '' �. --• _ _ of ltrt ,; •______ ----- . . .. -}-- �... _ ,. 1. McDonald' �O y _ - �/ + _ __ - �•- - s Road g d Base are by the Sign Contractor. Conduit .-;.,. ., . ::...• . . ;...:: •..•.• - . . . . _ _ _. _ _. ._ _... urt and Wiring re the Genera an + •n9 a by h 1 Contractor. F; i .' - . . - • - ' _ '• Bolts,2. Bases, Anchor 1 �' _ 1,� .. j• - o ts, Conduit, and Wiring for All Other Signs are by the General Contractor. SIC J.r HFl t .. ' •' - ' ' } ,rl ' ' Lr v`. � %• 4 #�� bf; ;' - ._. - � � i . ' 1 �, ;,• 'ti` 3. ',�" Empty Conduit to Locations Shown at the Lot Peri- tP k Lighting Y tractor. Lighting meter for Lot Li htin is b the General Con g j •a i•- :;:. _ 2.,y :i� `J . Poles, Conduit, and Wiring are by the ix Z yl C;_, Fixtures, Bases Z 1 Owner/Operator. a N C7 �nrzl�:1 17 /�z.�t���, a z 5., •7" . -"-"-- ` !- - hN'SE W �" '•� 4. Bases for Flagpoles are by the General Contractor, Anchor 4 C? - _— Fes-w_ .. - _—_ 4- Botts are y the Flagpole S Supplier. a " ' C"�i r�.i.I bu N J U 1t + Proposed 5. Utilities are Shown in Schematic Only. Exact in t� . NE��,/ �i'\h'�J + + +,+ + + + + �- + + + - Y— _-.--Y l •: Locations shall be Field Determined to Allow for the Most h 4 •�` .' ,' ---•--- •---_ •{-• -1.'�` €: t + � Economical Installation. r - l ;��, .. � - • • ,;-' __.._ ._ / �/ , •• �" ,r' i 1 Utility Companies ti ,� + � �•' 6. The Contractor shall Coordinate with All c � e ;: to Determine Exact Point of Service Connection at Existing '� C . . ---• -.-..-...�-_ ____ __l_'1.- _� + Utility. Refer to the Building Electrical and Plumbing p,• _. • V 3 --, .. I `� �, , -}- rawings for Utility Service Entrance Location ,�. „ , � �.laf�D�:t L-F_.Iv{:71Z•:?I�1 + _ ._ ?' E v ' �-•.�•�''�!,`� ...�" •-•�-• + + �;�. -•� s, Sizes, and j y f f Circuiting. 1 i g. 7. All Elevations .• `.., -}_ . Reference to the Benchmark Shown are in Ref ,,fp, � � � J��" +�••' � �""''" -•�-•' _7 ' � �'��;N 'MVS - = � '•• and must be Verified by the General Contractor At ��s�'�u •r. � •- / _ 1 ©,�.,+''+ ,+. �- .+ •-1-; ` �� fJ �{ r f / Groundbreak. �g .; •' �.: • . -•,• • • �• •., � ` ' �' 111 L - Above Finish 6. Finish Walk and Curb Elevations shall be 6. Pavement. rlr,H f, . .. //',; . _ - •� 7— WTN��z.t� ons . / JuN jnlr�Z \ �, \� \ UPl-'c:IG 1 ����� __ i. — 9. All Lartdsca a Are = go �'• ^`1 -�-=`= E•• p as shall be Rough Graded to 6" Below . ` ;•"- ~ LDNS-1rY��?1! (� !,1 �_ USN l`•' lJ — Top of All Walks and Curbs. Finish Grading, Landscaping, o _L_ - _ Sprinkler Systems b the z .• •,• �\ - .+ , and p y sore y Owner/Operator. ��il xpr Y• •i,•. \ ' . - � _•. + 7 .11` LI N�YN + -i�pJD t�iZOlh� -- _ \�r'1 }l ti r {, i..rr'�'.,3 y ', . .•.• _ f ! - 1 ' ,1 ! '• l --.. __.. i '"i - & C r f c.. � - .. V . • - .. / `� -t< ,-._. � •--yam- .. ` � y ��,,{ .�_-� ;�� 1� ! ' ' .�•} t�r�f P O�r] 11-i I i�5 �`� �\` ^lam \ ,,.'i• '`4 0` -.• -- — � PAVING SPECIFIC o >` ATION '.c um 3"Total Compacted Asp_ I�1E. halt Thickness.) I;`.,r� �; �� •� {Minim � r, � l� N � N •. 411 P i � I J� P � M •may ' - _, � y, - _ �, I - - O CL ' � • 2� x �ix_t_ D j�. Note: McDonald's Engineer Reserves The Right To Request A Compac- t,t i � """ '.. ._`. � •� ` eo �yrs : �•; lion Test And/Or A Core Sample. If Tests Prove Correct, Per n. Above Specifications,Tests Will Be At The Expense Of McDonald's, a Otherwise, G.C.Will Be Charged, m LOT LIGHTING RECOMMENDATION, ` ` ''• i � /� � [ =z LF_ Ln '.� � � .� ���� • - Note: Electrical Contractor To Circuit Lot Lighting As Noted.,5'Y�p3 r -, - ill PARKING INFORMATION: F o b 4 1 C� 1__ I �1/\, 1 ( Total Spaces x o Spaces: �r • +—/�11 1 /� �/4�C 1-.'�• �j t 1� r� , . �-(Z �/ C L. -{/�. i / t ` Spaces x @ '%fib'' , 1= •-l/.J��1-''Y�,w+'t �1�:... ;�L.J-1 ••i-'�--,�r�•..l�U r'� '��t e=.S_.-1 ` !~ , '" � 11 ��-1�I�1, '-• Z � �../- {,... I ___1 � �� , Spaces X @ o T {-- �1..��' 12.1 ��I'�1 ' 11 � -�• � y� Jj Spaces x a 7slasa�; ,- - � '"' ^"• 1/.��� �K.L���1"'.��� - � A 4 ,� ��r� �1 `� ��L, t � i ✓ �- f�r1 '" } �U � , 3 r � r r ,� . ��"' �' �-lJ� .f7��/ `. 1 I � �} 1 � � I� \`l( � � ' • UTILITY INFORMATION: �'`3 ; " , I.��r� }, ����� � •1 �2N �•__lCl� 1--IL�T �. •� l '• .' Ys � 1- {` �. I N tJ{� �"-fZ� -' + l�l�-��` j + Size: Type: Location: r3o-5 `J - C� SanitarySewer . _ � -�C-T � Water v m CUS[� r _ ,�.�1'��� Storm Se � . , � f >��. _ �. �_ 2,14 . r� : wer � ca ao c� ,' � �.. �.N� : 11:_f�l�C �-1��:��7�hk �'�t� " P J_ � rt � - � {-IC � � .,• Electric cn _ _ Gas ' m _a� s .• .• U1Cf--•1/..�1..)l�I.:3S � 5 15"_ ��►► �, � a �-T•`'�' '�U . . N��US /�tJ�TUS z ~ z Z I�� �` I J � � �• '.� SURVEY INFORMATION: �� � �N��V S 1/11 �� �Zu_ (�jr` ��2 � } Prepared By: 0 {I'�V{Zk�.1U� (`��-4 C��('U M, �'J r` Dated: LEGEND: cc x ` . Sanitary Sewer C 3 : t;« ., �-I•��-�..1�`�� 1l��--��I-�/�Ll� I...i I S• _ :�,••-: _ �', .+•; Water S Gas G .2 �• o i� �5'� W Lot Light LP:30 i C ,_ ��t t�l�v�.�- T� ��l tr��"c�•I - � ; � �Y �� ,�, C l/�T� �� ��� N U l�SC.t�. ��-.� . � r< { {.{ `J - I L. 1O �J35 �JJ Storm Sewer ST Iu E Cr, �, =a ��J.l•..�.55� � � ��M��!_.. 4 C• F• r� �J�� - t t� �- Existing Elevation (76.5) p � � ►�C.l'"�.�v-��� ..�,I�r�t : :�..�` ��LL �j:�-� � � _ � T � �i��►�; �/•�•5�.�L.,� �.' },� , '�, T r �1�.»� �l-i Electric . tl t �' 1�if�>.{� 1�. J �l �11 r s _ _ �� �.-. Pro evatron ' L 4��w��� T�f�'a�1 � � L1 1 � � L)� ��.�- E Pr Posed Elevation 77.Q a p , , .. �•-•�.�J'hl �.�•� 1 X . �7 j ; � �C. �a J.7° 1 .�--�j--' � �C-1Z� !t,.t Z,�.47 �I } 1-1 ��'�� { JJ 1" r ,., •� � Vie.� P��'" E.17 �•�i=� �# SCALE: / fi rms F"�6cuF_ Zo /, �NIJv,�t✓ T T� PLAN 20� t 5� T STREET ADDRESS:........................... - ITCP FDL\/1D (Zj, 5) REGIONAL DWG. NO.: . I CITY: STATE: CORPORATE DWG. NO ,;. .a,• � COUNTY: r s P 1 NFU. I 191t�lDtZ1-���1L .