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Home My WebLink About1YI X Z U m U 2 N u Y O U e u 0 u N E Q LAD v to rn rn a O a v E 0 3 0 0 1- 0 a in J V IL General Notes • • ' S C H M I D T 00 Additions and Renovations to Qi�� kz� V I L th arm u e an Church A n f-% T A T T'1 /'1 = 4� 4850 East 131st Street, Carmel, Indiana 97018 Minisay Staff Luther Brunette, Pastor Tim Krupski, Pastor Mark Borcherding, Youth and Education I. Nothing sat forth In these Drawings shall release any Contractor from rasponslbillty to provide appropriate quantities, Field measurements, dimensional stability, Installation, anchoraga and coordination with other trades, or waive the Contractor's responelbillty to Identify and resolve deviations from the requirements of the Contract Documents, or waive the Contractor's responsibility to alert the Construction Managar and Architect to errors or omissions contained theraln. 2. Each Contractor shall yffify_n the Field all existing applicable conditions and dimensions shown on the Drawings and as pertinent to the Intent of these Drawings. Any dlscrapancy discovered shall be brought to the attention of the construction Managar and Architect prior to the commancamant of any work affecteci by, or ralataci to, such dlcrepancy. Each Contractor shall be raeponelbla for all costs associated with c+ cased by Failure to comply with requirement. 9. Each Contractor shall review In advance all portions of the Work to varlFy that the Work will not prohibit completion of the project as Intended in these Contract DOGumante. Any questions shall be promptly referred to the Architect for resolution. 4. Each Contractor shall rarer to the Project Manual for cleaning and disposal requirements. 5. Provida dust protection when working in existing building. Seal off all work areas from remainder of building to retain all construction dirt and dust. Seal existing doors with tape and provide dust -proof barriers as required. (o, All Work &hall be eequancad to provide for the OwnOr's contlnuad use of the existing building during Owner's work hours. Owner's acces&, Ogress and safety shall be maintained by each Contractor. The sequence of work shall be as datarmined by the Construction Manager. Refar to the Project manual for further requirements. 1. Each Contractor shall be responsible for the protection of all "Faces and Finishes at Interior and exterior of bulldirs Damaged surfaces and Flnishes resulting from the performance of the Work shell be repaired at no cost to the Owner by the re&ponelble Contractor to match axloting to the satisfaction of the Owner and construction Managar. 8. Each Contractor obeli cooridinata raspactive cutting and patching Work with the Construction Manager. S, Ukwa now floors meat exleting floors, a smooth straight, and Flush transition shall be constructed. verify In field existing floor elevations and conditions where a new floor 16 to be constructed adjacent. Trim or patch axlsting floor as required to achlava desired transition. 10, Where no now roof Work on existing building is scheduled, each Contractor shall be responsible for all cutting and patching required by new penetrations In existirka roofing within the scope of the Work The Contractor shall be responsible for providing a complete roof aesambiy Including new support framing whara required as well as roofing and flashing Work which shall ba as recommended by manufacturer of existing roofing syotem to maintain warranty whore applicable. Rarer to Roof Plan for areae of new roofing Work- it, orkil, Each Contractor obeli become complataly familiar with all aspects of the work even those areas designated to be provided by Others. This familiarization Includes full and complate understanding of the Work dascribad on aj sheets of the Drawings and in all sections of the Projact Manual. Failure by the Contractor to bacoma complataly familiar and cognizant of all aspects of the Work shell not relieve the Contractor of the responsibillty to provide material&, assemblies, or service& Indicated in the Contract Documents. ACK ------------ rrw7,.: I 46033 Building Committee Chris Doron, Co -Chairman Gayle Carlson Arnie Jobs, Co -Chairman Jim Milan Lynn T. B erlein, Chairman, Governing Board Terry Myers Shirley Bain Sharon Reed John Brandt Bob Yeager T nratinn Man VlLL YBROOK BRIARSTONE MOHAWK CROSSING TERRACE AT MOHAWK CROSSING WINUPOINTE Drawing Inde, CSenera l Cover Sheet Site Survey civil U 's.1 11 u:_:'C .:. _. .XFx s ar, y`::. .. F.. .f Y, ,.,.. t-.... ;3:.. p.3' 777 BR OOKSHI RE LAKES SEC TION TWO Ail- '� �ti1 ',p's Rombol do Lakshmi Anne Paul do Verona Xanders Michael dr Janet O'Connor Michael dr Kimberly Cline (Deed Rec. 356, pg. 842) (lnstr. 9647002) Robert do Kimberly Huser A, ,> es T. Keck d ( ) (instr. 8906249) Linda M. Gundle ( ) ( ) 1 .. Instr. 8731438 Instr. 8910479 r lnstr. 9550468 - (Deed Rec. 361, pg. 549)�� .••-� -- _ x,�b 1q\ 1 •�'1 �1''+.Yv 4L, Lel`* ,-.'`' i - 804 __--- �% 795 AT v 518' re-Oar,Pound (\ 5 8" re -bar found �4 9o7i __ - e _ SYMBOLS & ABBREVIATIONS T Q`ce ¢ e e e N 89 4. '�-, 400 p0' e__._ '� �� p p q�_ T e e �,_ e \ / ,�¢ Q'°e �¢ , c�9"4c�'23' 1q� 40 .00' eC,� ,�¢ �¢ �E T q� 1g4q ay h a' ,Z (i_ " -_ _._--. _. \ �. a 'C 7 \` nY^■' V (Y IJM- Symbols shown hereon ore graphic representation / 1 ^ ! ., ' !/1/t - 7s a s> 1 , ", „ °� „1 a , ` q ♦ 1 ti r\ b1 z q , y 00 Z 1 ^rV W q' and may not be the octuo figurolion of the abject ti Q\ 4 i /t may' Q\t l�Q eK Q i° Q Q ; y ¢ 1 n n P Q . n », y ' 9 V Op. O. perMetal Light Standard / ♦ Q ti ♦ c k i P 10 , 1 ♦ ti P Qe(< ��q��• oa Q\ b Q P q• Q 12 ,*, "%n o 9U 9 � J � '\ n q ! q ♦ ♦ '\ , ♦ ,\ 1 \+' '� P Q 1 4' 1 Ft, „ � � __-- -w-._�.-__.-______.__ �, " ♦ V (1 1 Y 1 Y 1 1 r P \` ♦ � N" ,♦ `� h n (-1 �`��`t Fre Hydrant (Withumcw7t;11 Md 'N A� lj 1q1q1v0b 1,.��, \a (� �� , 12` Pi li 1. 1 . Water Shutoff Volvo O _- 9 o WV �1 11 µ 4,• 1 Ar>" 12' P, 5x o 6 ArnaritCeh �� • 2" Pine 1°Ib © Concrete Pod with Man HOIe soz° • ,� y76] v1g1 3 Afapld� 3�.,. lt Electric Transformer I ' %b y'} a -- + s , e � ,+ . i�} 12' Pi YV, Q UiW Utility N0r1 HOIO I ( lv' 1`r x79r ¢ d° // p, ° n r �4 M( TS�IF1 Traffic Signal Llan Hde '6' y Tras ompound -- y -K 1�` 1 µ 797rz 12' a 14y 4 eG IS - Power de with transformer as v Yq7 797] 49 ` =` 12 P ' • z /�� t Z 3 Pli/N9�er P e o' 1 1 97.6r o C4.T� \ - 607+` . Guy wire and anchor Obi • Coble Television Riser Pedestal J ' x x `1 ,,�� }1a ,, , Iw�j n s� o r till • 1 _ P, Telephone Riser Pedestal _ rya 191`• q1� q1 O ' 12i1 12" 1 alp'�z e6 _ 9` 3` ok '� q°� , �' Yin 'S s �I1 .,.7 1 p ,: - O ® - Gas Shutoff valve 9c142 80122II \ 998.79 j 7 y1 9b 7%7N it - - x -- l�^I° ��" NO q,Y. �q �a .1 0` , h' P 4 � a` fi ��• � � Y � � � t Z I� w em es col? yyq$ ,� 7 ' x.99 *v X96,9 9]9e 1`� x1� iH t� 12' Pi ¢� q a ❑av_, 4 M' " y Accent Yard L' t 141 99 JB fn t 3 3' qe1 2 ' 0 - 9i n ,t, v 7 s' ep0 , ' 9 -. a ��i ``,, 7% _ 9s.o ',o q $ x A eel ea •� ( 799.50 F ° 9 1Mil• 9 �W 12 P,n ek O 9935 on car et sS �.°i ' °t' �t° 1a' opZ 1 �,a �.��,,,�„� atreppOrfed r 6" wood POiii e+f b �✓0o' 792 70 p RCP 77. Reinforced Conorste Pipe 4 I e 798 ,9v Av"" 7 z, r , CMP - Corrugated Metol Pipe Pipe N § o` a99 a 1 6 Tree J -5Nl ■■■ Sanitary Sewer Cleonout o y q19 v r1 �� 9,' h 1 , (` c1' 79946 10 2• ,' 12' 99 M als 97 - Aerial Electrical Line o\2• I /9B 79vs9M q1 7y80 1q1 q14 °, $tt '1447X9.9• / L Q q 12i9JQh ®� 9 "Y4T.7T- i9T� Mn �srr es . Aerial Electricol/Telephone Lin4`* y, �H-aevary . Aerial Electrical alt Cable TV �}�� 1�,• --- �$ qqY -_- - 3' C 9b 9 e , N1�1 RA�*1I tY�M- r' Television Coble I o- 9" t MIT �;, 7 I?" Pi Buried ole M 07 BUried EIOCifICd COWe w#� s �� w N tftir - Buried Telephone Coble 3" Mop 1� a�� X64.0 P q ,� ' i . o� 4 qq o 1qb z `. v 12" Pi SAW NR • Buried Electrkd alt Telephone Lines • 4o ntr 5 Entry 4 0 o 12" `79 B� i z-�.Y._-_ 37.B' s 9 49.2' s � . �. 1 o 1 799.62 FIF 799.62 F/F m h' r q1' 1 p IO q•^ ,"• K1 y1q,. P , ,.1 .,N a 792 ]4x t \. r `'F �^ • • Buried Gas Line e I z 3" Mol- e1 \E�jtry 2 % "� \Z wIc . *,. Z rn y W e1 iv4' °�. 799.51 F/F `r 1 �� 12" P Buried Water Line " f " 7r i v r: p` r +', M c a e 13 Chain Link Type Fence 3. I $ 1 12" P et > U A ,0 ; /(� ° O s Finish Floor (Existing) Entry 1 In - , 1 i � MP O e " --_ --- Wood Stockade Type Fence (With tand7k Qurid RINr) " Nap �O 1q9� �►e9.8s Elev. +799.5 s 100'-0`) 799.54�F 3D' _ ----- 1+°'"4" �. 12' y� u O a O. (on carpet) 1qq q1 63 day ' f • � AMM - 7991 ,--EnIt 691 / A n .thl/t + J 60,4' 9> S Oily 4J , �, ,nq' q' ,, ,, Loll' 79. e' • 1` O 6009 0d to iP Ty lQ ,99 34.8' t y.b+ ` V "� C9g 4' i 4 796 99 y., 1 " P, y<,, c a " 1 9" Ent-ry 9 .• \ e' e ,v6.s1 ✓ v'� t Q nal ,'� 799.??B-F%F" S. ,f 7992 �9ynv __„19a1z _ J97zt ,A -A 0 �t' ' 12' W P, PUP \Zz 993] a s--�-u- 96 e9 •1d° N 12" Pi N N {9 40 •'' 6 .� �, R• 14tt", •7q .> ,� // 79939 ^N 12' iuaf J 999 796 99 (Vn J • a En 9tr090W Y 4 J 3a 04 a •� . v M q'� 4� 72' P, S- (on tile) g17Y8 ]Y ,\q1• ,,q y1q' ^14 1 , �1 791 S O \ m 9'- 7996] 0 \ P1 .S k Temporary Bench Mark /'1: 9 9n 60 9 Cut 'SQUARE' on south side o/ the top 6" �ree O '9• 4 f J he concrete base o/ light standard 1e n ,1 �• 8 v81J •4 qv1 .�^� Y1 12' P ♦+9 J Y '� alk. 7 71 1 .1 t,/ i"+ 9 rYfl 63 located 18 It # south of north property a (n' �� c7Qt� a ,�� 7vn'yn Z 1tY t �. line and 207 Lt east of center line of 6 � qz d. Gray Road. ELEVATION - 802.04 V e �' �� 12" Pirf'� y Temporary Bench Mark f2: ( r v,% „q� 1a 12 Pi x,9 r°Q r Cut "CROSS" on north hex nut of Fre �gg1O S 9 1 ��¢ 55.0" a 1\0 �z / , , q� q hydrant located 28 ft.t north of center s �6t . ' 9' •tg1F 12" , 3L �_ )'� a 1. -," ' 1q, 9j99 79189 ` line of 131st Street and 112 ft.t Eost �1d7 1q1' to 12" Pi y, of center line of Gray Rood. t. Q' ,1 7a 19 rs46 .1q• / ELEVA71pN: 12" P, -7 1 79748 / t • P+' Mir •4a3 / Temporary Bench Mork /3: ° Cut "CROSS" on Hath/northeast he„ nut "'.06 "1 of fire hydrant located 36 ft_t north of _ j9i a v1�i fJN _ ` center line of 131st Street and "250 ft # _�'-°� 77tl /y i / west of cost property line PWP /♦ 9e9z ELEVATION 19405 Y1p i pltl 05 25 50 100 915 p 798 1020 40 75 Graphic Scale -- � 5' Tree>>�y� Scale 1 " = 30' � 4 9 N Tr e rem • 798. ' 1�...- 791k .1 TRACT A: Part of the Nortwest Quarter of Section 28, Township 18 North, �' \.60'1 T&VIMY��__ Range 4 fast in Hamilton Count Indiana, described as follows: qb2' 9640 1 h 46`s1 - _a --%" N • g 'q0 1 i 2 7,L _ County, � , . 15 " R. C. P. .. . 9] '96.8° 96e6 • _- �� Beginning at the Southwest corner of the Northwest Quarter of Section 28, _ ]' �7`� �.bw` 596 llWIN 41 9 Township 18 North, Range 4 East; thence South 89 degrees 48 minutes 23 � u,7t� Wva �X ; B �b S'05 7 b 9� - �`' 795Td"-- rssa-'- - 9,5 Quarter East (assumed bearing) on and along the South line of said Northwest e^�• J Quarter 400.00 feet; thence North 00 degrees 19 minutes 22 seconds East parallel with the West line of said Northwest Quarter 544.50 feet; thence ��. _ S 89.4823" E 400,Q0' North 89 degrees 48 minutes 23 seconds West parallel with the South line of 4,939, - - ter' -+- =�____ °"" - - - .'' y - -7 � said Northwest Quarter 400.00 feet to the West line of said Northwest �� Quarter, thence South 00 degrees 19 minutes 22 seconds West on and along Ameritaeh � n'fi- -.7i ----� 96]8 "mss--'_ 1'676 - said West line 544.50 feet to the place of beginning, containing 5.00 acres, Man Nola ' -- - -- - -- ---__ - more or less. 9517 795 Subject to the right-of-way for Croy Road along the entire West end thereof. Subject to the right-of-way for 131st Street along the entire South side thereof, per Right -of -Way Grant to the Indiana State Highway Commission, -------- recorded in Deed Record 279, page 74 in the Office of the Recorder of q' Hamilton County, Indiana. 1 Subject to all legal easements and rights-of-way TRACT B•' Part of the Northwest Quarter of Section 28, Township 18 North, -4 Range 4 East in Hamilton County, Indiana, described as follows: Beginning on the South line of the Northwest Quarter of Section 28, Township 18 North, Range 4 East 400.00 feet South 89 degrees 48 minutes 23 seconds East (assumed bearing) from the Southwest corner of said Northwest Quarter; thence North 00 degrees 19 minutes 22 seconds East parallel with the West line of said Northwest Quarter 544.50 feet; thence South 89 degrees 48 minutes 23 seconds East parallel with the South line of said Northwest Quarter 400.00 feet; thenc South 00 degrees 19 minutes 22 seconds West - parallel with the West line of said Northwest Quarter 544.50 feet to the South line of said Northwest Quarter, thence North 89 degrees 48 minutes 23 seconds West on and along said South line 400.00 feet to the place of } beginning, containing 5.00 acres, more or less. , Subject to the right-of-way for 131st Street along the entire South side thereof, per Right -of -Way Grant to the Indiana State Highway Commission, recorded in Deed Record 279, page 74 in the Office of the Recorder of Hamilton County, Indiana. Subject to all other legal easements and rights-of-way. 12' P, O / 11 P, 5� O 4 q• IZ" Pin i q� q 9.1 /93./7 ,1^' •1 / :i''9 {t"r 12" P �1 D Qn W �,� •t9"r 94.00 / 169. et' q• Bock stop for / 12' P, t C^ .softball field 14ti r c 12' Pin 07 0 12" T1s :'t 0 Alt'- to- _ 'Pin 6 6•' P'id�. 6 lb 790 .,41 1 ,bgq't q1•§ `.�01 a 2 yP 'y j Uh �t�'%'' `1 safe' p _ SOX 9181�-� 6 - '7)216 %--,y419T'. _.- "029 ___--._79069 r 41 yo 4.62 794. yjq7.93D5_ /_._ �92 1 R.C.P_ `bg\ 8q6 "78905 9c7e ,¢ - ,1q �790 90 q _ 'a'is± 9413 y. , 9,1 �- 79t �'t--_ NM_ 89.48 23" W 400.0 -1,--- ---�§ �. --- 91.37 Y1TW_ '7"r44 ne 79197 - __ -19, v3 x„",'.---_- +.29361_._.-ari2YZ_. _.w142.1L____ ___-_„1$j.!➢__ 7 _,,,i.9j9s.. _ ,79164 9156 7 789.54 7 r� '"r d 7P'w;`6'�' 1 a�\3' rk tks ,54n 7�'' t "^ otr # �qpp, bs M, k y � Syav L • �� ! # M��7"' �, � "♦Pd �+,�«6 tib. Ex�stin Site surve i* Scale: As Noted, ..4 , <. -_ 97� � 9`P•p. +. ',�'� ��"'• ,� %. '¢�' X'60 y_. ar rt'7„rs.1 °ngia 9✓b -,, ,q•ui+• :- w., .,£'':^,� a t leo ry'R u;" � t \,R•.. ', Y�+z" w, ,4�h 'r `� `"a..,r,` '�" �..., �{K;,,� va' w IF v . S ��.., i 1 � � u. ,�+ £ �� s",.�^Y�"'^r r ��'��1 ✓q.. ryP �Sy '� � �v ''�i'�„, �"q,��y. y . .. x , : . ,.fir , �.cw \ t." < �. ,sc -, .?',ri. ., , . �....+, .• 7`,_ •', x'`'"4.. a. w'.�' ` �n . 'S•.. v...> � , ,.s",�,i7.. a"':e5 ;�ffixts. e,. Sheet Of _N X n> U M_O W Q O l lot V ll v U E 6 co 00 n rn ai N T O N E 0 0 3 Q N _I O N U ao O n tT U Li a a gi i� w O C- BROOKSHIRE LAKES SECTION TWO 9 s ; �1. ✓• i i• JP :�' i • Vii': i �•O✓: i ✓i:`:•✓:' � ` �� '► } ..°::' �♦ : •! R% � • ✓ 406 4 1:•:! yi ••i:•}i "P✓✓� 4�✓O • • L�• �• �,•.�r�•�,5� -.•dL' �.�� -•; •; i : fff a '• � o ✓i%� #f �.� � i ••• i. 4✓P•✓}✓• ✓✓:,O••• :•J:i '"O i i v MEN him ::y;♦;•fi;}iii : ,� i _' .y I G _ i O V O LQ C) v 1 O C) S C H M I D T ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-62,24 Project No. 91+018 Project Date Maq 29, 1991 Produced r. J a Revlelon Date= These Drawings and 5pecirlcatlons, and all coples thsraof are and shall remain the properly and copyrlyht or the Archtaet. That' shall be used only rtth respect to thea Project and are not to be us -ad on any other Project or Work Without prior wrlttan perelssion from tyle Archtect. Carmel Lutheran Church Site Plan *J Landscapes Plan G2 01 KM V.; a �•s Y ,y Carmel Lutheran Church Site Plan *J Landscapes Plan G2 01 KM N 0) X V U _O M E Q t O I O II i ii 0 U U) E O M W 66 h cr) N v ai E O U 3 0 N I O N U tb O r- 0) U Uj 3 tl .3, J BR OOKSHI RE LAKES SEC TION TWO .� XJEXISITWG WATER (� SEFIZVIGE 0 r� ke p `_i790 /9 --190.11 9 u o/ r.,.-,,S,OCH1 MIDT ASSOCIATES Ma 29, I99i �oject Clete � Produced r,ja O d 9` Revtslon Cats " Y • O � ' IU ) N N �A O N C57 cc - / Cn r� ke p `_i790 /9 --190.11 9 u o/ r.,.-,,S,OCH1 MIDT ASSOCIATES ase DrawNs and 5peclntcatlom, and all coptea thereof are an all remain the property and coWight of the Archltact. They sha s used only with respect to this Project and are not to be used c +y other Project or Work without prior written permission Frc AW c7 T Ma 29, I99i �oject Clete � Produced r,ja Revtslon Cats " ase DrawNs and 5peclntcatlom, and all coptea thereof are an all remain the property and coWight of the Archltact. They sha s used only with respect to this Project and are not to be used c +y other Project or Work without prior written permission Frc AW c7 T _N X t U N .3 Y U 7 C Y b i 0 n �i 0 U Ln E 4 0 rn rn .470 rn Q 0 0 c� 3 0 0 O tr a - It N C1 J 4) LZ 3 2 1 0 1 2 3 4 ` 4 3 2 1 0 1 2 3 fc fc C 3 2 1 0 1 2 3 DISTANCE.' (X) x (MOUNTING HEIGHT) in feet 250 WATT METAL HALIDE FIXTURE 2J,000 LUMENS, 25' MOUNTING HEIGHT REC TANGUL� R PATTERN OF LIGHT SUITABLE FOR PARKING AREAS OR ROAD WA Y MEDIANS. 4 It 4 3 2 1 0 1 2 DISTANCE: (X) x (MOUNTING HEIGHT) in feet 250 WATT METAL HALIDE FIXTURE 21,850 LUMENS, 25' MOUNTING HEIGHT TYPE 11 DI S TRIBU TION SUITABLE FOR PA TH WA YS, WAL K WA YS OR NARROW ROAD WA YS. 2 1 0 4 It 4 3 2 1 0 1 2 3 4 DISTANCE. (X) x (MOUNTING HEIGHT) in feet 250 WATT HIGH PRESSURE SODIUM FIXTURE 2J,000 LUMENS, 25' MOUNTING HEIGHT DIRECTIONAL FORWARD THROW DESIGNED FOR PERIMETER LIGHTING TO MINIMIZE SPILL LIGHT BEHIND POLE. tai �1 Rw C=1 PLAN NO TES O EXISTING LIGHT FIXTURE TO REMAIN. E.C. SHALL MAKE PROVISIONS TO PROTECT THE EXISTING FIXTURE DURING THE COURSE OF CONSTRUCTION. O EXISTING LIGHT FIXTURE TO BE REMOVED IN ITS ENTIRETY. CONTRACTOR TO REMOVE EXISTING BASE COMPLETE ALONG WITH ATTACHED CONDUIT AND WIRING. FILL REMAIN— ING HOLE WITH TOP SOIL AND RESEED TO MATCH EXISTING GROUND COVER. O RECESSED, COMPACT FLUORESCENT, UNDER CANOPY LIGHTING TO BE PROVIDED AT ENTRY. FIXTURE TO BE U. L. LISTED FOR WET LOCATION AND BE SUFFICIENTLY GA SKE TED TO KEEP OU T INSEC IS. VOL TA GE. 120 VA C LAMPING. (2) 26 WA T T DOUBLE TWIN TUBE COMPACT FLUORESCENT LAMPS. PHOTOMETRICS. BASED ON A 10'-0" MOUNTING HEIGHT, FIXTURE tMLL PROVIDE 11.8 fc AT BEAM CENTER AT 30" ABOVE FLOOR. TRIM. TO BE SELECTED IN COORDINATION WITH ARCHITECT. O4 7OW, METAL HALIDE, GROUND MOUNTED FLOOD LIGHT FOR SIGNAGE. PHOTOMEIRICS• WITH FIXTURE MOUNTED AT 10'-0" FROM SIGN, INITIAL LIGHT OUTPUT AT SIGN WILL BE 2 fc. HORIZONTAL BEAM SPREAD AT 2 fc WILL BE APPROXIMA TEL Y 34 FEET. OS 7OW, METAL HALIDE, GROUND MOUNTED VERTICAL FLOOD LIGHT FOR CROSS. PHOTOMETRICS.• WITH FIXTURE MOUNTED AT 10'-0" FROM SIGN, INITIAL LIGHT OUTPUT A T CROSS WILL BE 6.7 fc. VERTICAL BEAM SPREAD WILL MAINTAIN 6.7 fc UP TO 20 FEET. CROSS HEIGHT IS APPROXIMA TEL Y 20 FEET BR 0 OKSHI'RE LAKES SEC TION TWO I 1 I 1 I I I 1 1 1 1 I ___ __>318t_stt_Sst- -- PROPERTY LINE S G N M I D T ASSOCIATES WH -Fra -Mar Building 320 East vermont Street Indianapolis, IN 46214-212ro 31-1-2(o3-&22Co Fax: 31-1-2ro3-ro224 Project No. XXXXX Project Date XXXXX Produced XXXXX Revielon Data A t These Drwlrar and 6p"flc&t , Ind jU coli #woof w end "I rwU "property Mrd Wp4Vt of the *d%wL Thy "I be wed 1&%4 M"Id to " Ro jea end w not to be wed on It i l�rdilect Jdd or Mork wfth2 t prior www pwai"lari how I []o #9759 R.E. Dimond and Associates, Inc. Consulting Engineers 732 North Capitol Averue hdanapols, N 46204 (317) 634-4672 Fax (317) 638-8725 Carmel Lutheran Church Site Electrical Plan C203 2 4 fc 1.2 0 0 fc 5 fc 2 fc It 4 3 2 1 0 1 2 3 4 DISTANCE. (X) x (MOUNTING HEIGHT) in feet 250 WATT HIGH PRESSURE SODIUM FIXTURE 2J,000 LUMENS, 25' MOUNTING HEIGHT DIRECTIONAL FORWARD THROW DESIGNED FOR PERIMETER LIGHTING TO MINIMIZE SPILL LIGHT BEHIND POLE. tai �1 Rw C=1 PLAN NO TES O EXISTING LIGHT FIXTURE TO REMAIN. E.C. SHALL MAKE PROVISIONS TO PROTECT THE EXISTING FIXTURE DURING THE COURSE OF CONSTRUCTION. O EXISTING LIGHT FIXTURE TO BE REMOVED IN ITS ENTIRETY. CONTRACTOR TO REMOVE EXISTING BASE COMPLETE ALONG WITH ATTACHED CONDUIT AND WIRING. FILL REMAIN— ING HOLE WITH TOP SOIL AND RESEED TO MATCH EXISTING GROUND COVER. O RECESSED, COMPACT FLUORESCENT, UNDER CANOPY LIGHTING TO BE PROVIDED AT ENTRY. FIXTURE TO BE U. L. LISTED FOR WET LOCATION AND BE SUFFICIENTLY GA SKE TED TO KEEP OU T INSEC IS. VOL TA GE. 120 VA C LAMPING. (2) 26 WA T T DOUBLE TWIN TUBE COMPACT FLUORESCENT LAMPS. PHOTOMETRICS. BASED ON A 10'-0" MOUNTING HEIGHT, FIXTURE tMLL PROVIDE 11.8 fc AT BEAM CENTER AT 30" ABOVE FLOOR. TRIM. TO BE SELECTED IN COORDINATION WITH ARCHITECT. O4 7OW, METAL HALIDE, GROUND MOUNTED FLOOD LIGHT FOR SIGNAGE. PHOTOMEIRICS• WITH FIXTURE MOUNTED AT 10'-0" FROM SIGN, INITIAL LIGHT OUTPUT AT SIGN WILL BE 2 fc. HORIZONTAL BEAM SPREAD AT 2 fc WILL BE APPROXIMA TEL Y 34 FEET. OS 7OW, METAL HALIDE, GROUND MOUNTED VERTICAL FLOOD LIGHT FOR CROSS. PHOTOMETRICS.• WITH FIXTURE MOUNTED AT 10'-0" FROM SIGN, INITIAL LIGHT OUTPUT A T CROSS WILL BE 6.7 fc. VERTICAL BEAM SPREAD WILL MAINTAIN 6.7 fc UP TO 20 FEET. CROSS HEIGHT IS APPROXIMA TEL Y 20 FEET BR 0 OKSHI'RE LAKES SEC TION TWO I 1 I 1 I I I 1 1 1 1 I ___ __>318t_stt_Sst- -- PROPERTY LINE S G N M I D T ASSOCIATES WH -Fra -Mar Building 320 East vermont Street Indianapolis, IN 46214-212ro 31-1-2(o3-&22Co Fax: 31-1-2ro3-ro224 Project No. XXXXX Project Date XXXXX Produced XXXXX Revielon Data A t These Drwlrar and 6p"flc&t , Ind jU coli #woof w end "I rwU "property Mrd Wp4Vt of the *d%wL Thy "I be wed 1&%4 M"Id to " Ro jea end w not to be wed on It i l�rdilect Jdd or Mork wfth2 t prior www pwai"lari how I []o #9759 R.E. Dimond and Associates, Inc. Consulting Engineers 732 North Capitol Averue hdanapols, N 46204 (317) 634-4672 Fax (317) 638-8725 Carmel Lutheran Church Site Electrical Plan C203 N v- tV L X .c u N Y U U) c u Y 0 i II w r- ai 0 u to E a M d tD O� 0) O N I CrI7 Q E 4) a 0 ca 3 0 to 0 Cr Q_ It N LD J 001 u tz A Elev. 141'-0' Ridge Elev. 135'-0' Carmel Zoning Max. 1 -16101 -it Actual Roof Midpoint E lay. 132'- 10' Elev. 124'-0' Bottom of Fascia Elev. 114'-0' IV Finish Second Floor Elay. 108'-8' .- 5ottom of Fascla(match exist.) E lay. 100'-0' Finish First Floor (typ.) 40FI .r,. 12 6 Construction Exist. Construction 3 North E lava t Ion h m_ y. -Insulated glass windows r » } Exterior plaster system %� y (buff5x5 color to match Y r a r '',' Cut limestone (smooth) sill Field stone rubble pattern to match exleltris Fiberglass shingles Exterior plaster system control points (typ.) Exterior plaster system (buff color to match exlsting). Exterior plaster system control ,Joints Cutter -Cut limestone 6111 - Field 6tone, pattern to match existing Insulated glass windows Flbargiass shingles 1 Laminated wood columns to match existing Exist. Constrtuction I New Construction min IDT ASSOCIATES Wil-Fra-Ma>r Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. " - 91018 !44 . .: z.; Project Date June 30, 1991 Produced t_1 W Revision Date D"se DrawNs and specincatlorw and all copies thereof are end "0 ramin the property and copY19hL of the Archtect They shall be uead only with raepect to this Project and are not to be used on any other Project or Work Without prior written permission from the Architect. e I °nt w 3, R • i h 1 Construction Exist. Construction 3 North E lava t Ion h m_ y. -Insulated glass windows r » } Exterior plaster system %� y (buff5x5 color to match Y r a r '',' Cut limestone (smooth) sill Field stone rubble pattern to match exleltris Fiberglass shingles Exterior plaster system control points (typ.) Exterior plaster system (buff color to match exlsting). Exterior plaster system control ,Joints Cutter -Cut limestone 6111 - Field 6tone, pattern to match existing Insulated glass windows Flbargiass shingles 1 Laminated wood columns to match existing Exist. Constrtuction I New Construction min IDT ASSOCIATES Wil-Fra-Ma>r Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. " - 91018 !44 . .: z.; Project Date June 30, 1991 Produced t_1 W Revision Date D"se DrawNs and specincatlorw and all copies thereof are end "0 ramin the property and copY19hL of the Archtect They shall be uead only with raepect to this Project and are not to be used on any other Project or Work Without prior written permission from the Architect. R - � F 4 .. Construction Exist. Construction 3 North E lava t Ion h m_ y. -Insulated glass windows r » } Exterior plaster system %� y (buff5x5 color to match Y r a r '',' Cut limestone (smooth) sill Field stone rubble pattern to match exleltris Fiberglass shingles Exterior plaster system control points (typ.) Exterior plaster system (buff color to match exlsting). Exterior plaster system control ,Joints Cutter -Cut limestone 6111 - Field 6tone, pattern to match existing Insulated glass windows Flbargiass shingles 1 Laminated wood columns to match existing Exist. Constrtuction I New Construction min IDT ASSOCIATES Wil-Fra-Ma>r Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. " - 91018 !44 . .: z.; Project Date June 30, 1991 Produced t_1 W Revision Date D"se DrawNs and specincatlorw and all copies thereof are end "0 ramin the property and copY19hL of the Archtect They shall be uead only with raepect to this Project and are not to be used on any other Project or Work Without prior written permission from the Architect.