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HomeMy WebLinkAboutC101 - EXISTING CONDITIONS PLANCIRCLE DESIGN GROUP INDIANAPOLIS• IN 1 317.781,6200 CI RC LEDESIG N GROUR.COM II IN I II I IIII I I LI I I I E❑� ADJOINER: 11 THE BALANCE OF o = CCC WEST, LLC 1�1 I I I I I c L INST. #2015007520 I I I above Elevation 829.50 o & INST. #2012070073 J '^ MTRACT #5D I I I I I ❑ ❑� D c I c Lid I � ADJOINER: CCC HOTEL LAND, LLC❑ R VTR � Inlet I I I (ABOVE ELEVATION 822.00) G A G Rim=831 .82 I I I o INST. 2019014464 _ WTR A �� Inv=829.67 II Inlet I I I I I I I = Rim=832.61 -_ Inv=829.31 IIIIII I I I m m I _ -- 3: I UI :L D c W I I i `�� --- CONSTRUCTION II a 11 Drainage MH� � r Rim=833.08 I I y^�' I LIMITS co I l�O Inv(N/S)=827.20 ® ° I oo I I I M I E E II `�° 20117 Inv(18"RCP-W)=82 .72 �I I I I c a33.78 ti'828-15 I I� ADJOINER: Co Buildin Overhan f` Inv(W)=83 .05 I � I I I THE BALANCE OF g g I I a_ Inv NE =82 .30 I 83 9 I w CCC WEST, LLC B dig ce I I II ( ) Sanitar MH 83 c (asphalt) N im=83 24 ❑ ❑ [tj I ti�°I c �� above Elevation 829.50 FE= I w I S nitary MH 1 �`' '� 6 I �� Inv(N)= 28.15 $ ^� I I �yh & INST. #20120704Q3 �^� SITE: (concri �y. 82� 03 ti' O o ()- �' R m=833.65 5 nv S-832.24 c ^�' I I I TRACT SD I - 28.45 8"PVC - SNP1 B 8P �,ti' ,ti' ynv W=�28.03 # (concrete walk) CCC Public _ _ _ _ - - - - - I� - L' t( ) ❑ ❑ I estroom Building I 20172 • = I �90 �� INST. 202XXXXXXX I 828.45 20115 M 83�94 � I I I I I P .h�• _ # 0 � I IGN\ I 192.2 Sq. Ft.± (M j I w I y� SNP1 �� I �`� 11832.24 � 1 IM (Sgrass� DINT BEGINNING 1 2 ^� 20C ^� II SNP B 1oIN vc 833- �0.027 Al (M) I E I 01 O� 137,091. Sq. Ft.± (M&D) o� i 1 brit wall ti m m I I J p•SR rest (M&D) - - - - 34"RCP N90'0 0 E - 19 1 W I I IIII �� $ 3 f'RCP ❑� co I under Construction • • I yi° I �o TR ��' WTR - PTRIC LINE EAWNENT WTR - V� --- T WTR WTR R - > �' I I I I WI n I eR' t _ F � __#201 V Q-Inlet ❑ Im - Rim=832.01 edge gass I Inv(E)F827.1 1 - - - - - - - - Inlet Inv(W)=828.24 0� nv(S) 827.10 �o` Rim=832.72 yh Inv(N/S) 828.75 �• I I 15" rcut out to north �,^�� Inv(E)=828.00 �ti' ±8" cut out to northeast • I I I I I m I I x Inv(W)=827.95 0 5" v^ �� - 1 6" concrete ❑ I � o 4y•I b foundation I ±15" cut out to north � 010 8� W I rn l (dirt & stone) c I M I (dirt & stone) 1 (a halt) N o �`� (grass) I M • .I \ 04 o l l l I F�I�� II ouzo N� m m i Il I \ x / N I I QLJL,� W M I I I i i Z l CP. z �oN W I I I � .� z�I I I W I o Inle, o I I I F o I I � ❑ O� Rim=833.1 I/ CONSTRUCTION I c� w N I I y`V I SITE: Inv(N)=830.0 I o� LIMITS o I I I W I m m �. I 37,091.7 Sq. Ft.± (M&D) Inv(W)=830.3 r�l I I 1 I LLJJ I I �� 0.852 Acres± (M&D) J. I I 0200y I dirt & stone I o� PIN I" I I o y`'� 4M 1 pVC �,°� No terminus 1 I F 1 ��'�� x� y�O° v �^� • 2 J found I I \ X 0� 1O0 I ^ CO L� • I I �I m 3 I I W I I> `� / I I� I 1 c� o 16" concrete o III1. I I � 1 I� I ti� 1 := foundation I� O o I 13 1 edge of I I0 �� o II N unddrminus I I grass I I I • s I II Iz I 8�,�0 (asph t) N 10118 ' ��o open/verify the I V) I I 27.7 00 location inside o I I II c c �� x NP 10 Svc N I m I rn eehi`�e Inlet �^�' P O this structure. I I 30=832.00 e o° 8'b* ' p I �a 60 IA=8I26.93 , Drainage MH J I I I �� I en of pipe elev: x' I �aa Rim=832.90 y8 �^�� North 27.93(24"RCP) - Inv(N - I I / I I I w est�8 .18(30"RCP) �^��'/ _ - - 833 - / \ (dirt & stone) 0 1 �' yb, Inv(S)=826 c x x anit ry MH C Sanitary MH Inv(E)=827.00 I I II I I I I �� Rim- 33.36 g Rim=834.68 Inv= 27.72 / IIIII � Inv(N/S)=827.34 II I I (grass I I m m I ~ $ 7 Inv(W)�5W.61 8 y W\FH / 827.61 • II I I M CONSTR TION concre e / 1 �� SNP / 10 PVC I "' IMIT� Pad (dirt & stone) I 8y j GQ / / 20123 Curl) I Curb Inlet Curb Inlet $ R �j D""4 833.20 Rim833.19 I I N I x� Curb Inlet �� �� / wv Inv-99 M \� Rim=833.12 c W 00 Rim=832.51 \� Inv=828.21 Rim=833.05 Inv(E)=827.95 Inv=828.42 I P00 I I g' Inv(S)=827.53 21 *P - 18"RCP % I (asphalt) `Curb Inl • I 1 ❑ ❑ I(PS) O w Rim=833. b - - - Inv=829.1 M II I ° I a�279 - - - - - WTR - - - - - - WTR ,^�-WTR - TR I asphalt m m WV (asphalt) ❑^� ❑ ❑ II II -(asphalt) - - ( P ) oo I cq� ��L i S90'00'00"W - 195.36' (M) -833- _ e�'� _ x (corll �I I zw � 20 0 Y I 8�3 I 8H2.42 ADJOINER: 1 I o I THE BALANCE OF CCC WEST, LLC 3 I _ (under construction) REMAINDER OF INST. #2012070073 (under construction) 00 CSC TB #1 I o I I I I - v TRACT #5D ELEV. 35.86 I m m I O` oti ti ���' c c� I I edge of �� 6" concrete � ? - >I I concrete �N`' curb ��5� 4�'h \O -$34- - \ °'h�' 24" ncrete o_ LOBBY/ _ o. edcl chair- b ck of STAIRS FIH,/ p� b p0 y 14 curb I F.F.=834.50' e� ncrete) CONSTRUCTION [[:�nder construction) .17 ,8��0 G' LIMITS (concrete) � �k � tK'\ EL. EL. � I I - - I I O Ll CCC WEST LLC INST. #2015007520 above Elevation 829.50 & INST. #2012070073 20120 0073 I I I L- I I I M u F=_1 Inulanal8li • below. Call before you• • N EXISTING CONDITIONS PLAN SCALE: 1" = 20' GARAGE F.F.=834.50' \__ LEG END: DESCRIPTION: SIGN / TWO POST SIGN D4 WATER VALVE FIRE HYDRANT ®W WATER METER G GAS METER GAS VALVE O CLEAN -OUT E❑ ELECTRIC METER BOX ELECTRIC TRANSFORMER EP ELECTRIC PEDESTAL GUARD POST © AIR CONDITIONER UNIT LIGHT POLE ROUND \ REBAR SET/FOUND ® FLAT GRATE INLET ° COMBINATION POLE TP TELEPHONE PEDESTAL WOODEN LIGHT POLE LIGHT POLE SQUARE 12" CONIFEROUS TREE & SIZE Q6 DECIDUOUS TREE & SIZE BUSH OD DRAINAGE MANHOLE [�$ SANITARY MANHOLE ® CURB INLET GROUND ACCENT LIGHT GUY WIRE -----WTR UNDG. WATER LINE - - - - - G UNDG. GAS LINE UNDG. TELEPHONE LINE - - - - LIE - UNDG. ELECTRIC LINE - - - - - OET - OVERHEAD ELE. &TEL - - - - - OETC - OVERHEAD ELE TEL & CAB - - - - - of - OVERHEAD ELECTRIC VCP vitrified clay pipe RCP reinforced concrete pipe PVC polyethylene coated pipe LEGEND INDICATES CONSTRUCTION LIMITS - VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEET± NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEET± WEST OF RANGE LINE ROAD, 5 FEET± EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEV. 835.87 (1929 NVD) CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. CSC TBM #5 ELEV. 832.97 (1929 NVD) A CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE NORTHWEST CORNER OF THE POLICE STATION OVERFLOW PARKING LOT, ALSO ±130 FEET EAST OF THE MONON TRAIL, ALSO ±30 SOUTH OF THE CENTERLINE OF MONON GREEN BLVD. CSC TBM #1 ELEV. 835.86 (1929 NVD) A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT LOCATED ON THE WEST SIDE OF THE MONON TRIAL, ALSO LOCATED AT THE NORTHWEST CORNER OF THE CIVIC THEATRE BUILDING. Engineer: \ unuinnu/uu,,, , 910023 STATE OF • �� Y KEY PLAN CARMEL CITY CENTER SCALE: NTS (& PLAN NORTH Developer: P E D 1 O R DEVELOPMENT CO. Project: r Z00� • LU W � Z z M LU LLJ o c) U) Jma�Z JGC�1�� aOvwE W 0 amaU ' z 0c) ohm COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 06/30/21 Drawn By Checked By DBH RDM Last Revision Date: 11/19/21 - CITY OF CARMEL ADLS COMMENTS Sheet Title: EXISTING CONDITIONS PLAN Sheet Number: Cl 01