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Home My WebLink About03030021.10UT|U7l�� _ �`��K��| ~~''��''�-~^ ^^'`'°,'�-^- Indiana Gas Company P8 Energy 15900 Allisomvil|: Road 1*41 South &uilk^d P.O. Box 1700 P.O. 8vo 876 Noblesville, IN 46050 Cmmd, IN 46032 (317) 776-5533 (317) 581-30*0 6 - 7 _ STIR I STA BASELINE OFFSET LT/RT TYPE TC_ — INVERTS . 89, __ I : , _� ! . : i i .. I � PER INDIANA STATE LAW IS -69-1991. : : I i 'i .1.1 I I 1 LOCATION SERVICE TWO (2) WORKING , . 11 11 DAYS BEFORE COMMENCING WORK. ST_ MHI 4 105 10+86.41 "A' 30.23' RT STORM MANHOLE 756.40 753.85 (S&E) ( .144-01.2 i z : PROP. . ' ,4 : 11 �ii i I H I 126 13+21.22 W 100,00' RT BEEHIVE INLET 755.80 752.80 (S&N) i R=� �.- r ZD I I = 6C,4( = to 9 1 10 �� |T�� v�/ .*n/v//nw^ aExxEx TABLE ^noLL n ,0 ------ Ameritech Jones Intercable 5858 Nm(x College Avenue 515 [m\ Carmel Drive mdionvvmin. IN 46220 P.O. Box 668I k� ,/ 4 -.--.. __ -.-.. -..-.-. I . �. \ (317) 252-4275Co"nxl, IN 46032 2y - : (317) 848-4726 STORM SEWER SANITARY SEWER.� / ', -, , / , / ,/ __ � : 11., � 11 . k I :I 11 �' i .. - ,,, I 'Y� ___.",,",�\ .,�____�,,, �, I ! �, City Engineer Carmel City Utilities City o|Co,md 1Ci,��m�o �, 1�1 ,; / / / \ (, - - , ; k, 1 Civic Square Conno|. IN 46032 Carmel, |N *6032 (J|� 571-�*�2 (31/) 571-2441 WATER STREETS Carmel City Utilities Carmel Street Deportment 11 � \ -:_=r-==:. . " 0. | Civic Square 211 Second StreetS.W.. Carmel, IN 46032 Carmel, IN 46032 (317) 5//-2442 (}V) 571-037 .--- Utility Hotlinn: within mgionn 1-800-382-5544 outside inuiono 1-800-428-5200I , , . T_ --- P-7- .. - !�2 �/ I . ( 'i""', . ,�,,v / �_� — I .... .. 4 ...... . .. -- - - -_ ry .. . ...... ; . .... — 11 . W ...... - I I 7 NOTE . _� / J. / :..:- i \ . I I .z'rl / -.L%_-. i .. ..... . I � I .;_ , i, 11 The size and location o/ utilities are per plans and locations provided by the 'cspocu"r utility companies. All utility companies uhon be notified prior to on excavation for field |nnotinn of services. - , 11 9 " i - , / X-(�v t . 11 -,, . 11 ; 'I ! i ,,.�,�! If I � 0 i ! Y, 113 1Z 1� 1 ;4, If .1 '\i:t. : -, i f: ; / � ; :1 I \ i; ; 11 . 11 \ ---- ----��-'-- ---- �v^8HDO ��l �p�� ~�~� ��~��~��~ ��' N�YV ��0�O �ewerto -- �X^SHO� �OD'�OFy �ewer New Sanitary Sewer ----' »t0 ._ ---- �v�f�O �nn�onr � New Pavement Grade . "".� 4 : : ��l ,~�~� �U �}f68� ��``�� [O�=� \ M .z ") I .�i 32 \-��'J � eSt`nm Sfn.rfnre Number \ ./ . : - : - . /I : : ! a�nnRnrx �fn/ph/�� U�1�� / � / .,,.^..� ,,,,^~ Number � �x�nwC 3TORu -� ' ' ` ` ~ ��-------- A0N �rrom � / �``-^- ,` / '| ' ' __- 14 DEMOLIT10N NOTE: 1. CONTRACTOR SHALL INSPECT SITE AND C00R0NATE, WITH THE D[V[LOPER, ANY REMAINING DEMOLITION REQUIRED FOR THE OLD HOUSE AREA ON 126TH STREET. BIDS SHALL INCLUDE DEMOLITION WORK INCLUDING ANY TRE[ REMOVAL ON THE SITE. - ��__�__ — — — — — — — — — T — — — 6" Subsurface Drain W/ ,3 1 . 1 it i :: ; : ......... -1 - : �. PVl_SE . . . ! I i ... . 3+00 H � ' '-"L . . :: : : , [t! " I I : - i ! : ; � � X r J — - .+) - I I I � � I i ! : 6� 11 I I __ " � PVC 0 2.20i I, � �i, ( (,,, 76U`t�, ,� 11 '.: ::. : — "I i 11* 7651 ' ' 763.5 . t. . . : : : \ I 1--j. I I I � I \ I , , \_�, TIMBER , ; "I "'A""I I ... * I ,", \ \ \ : . : :: : \ "I-- I - ! ! I I t _� I : i '111 . I ' 11 �: .)\ I" \ - , __ * . I I- . � � . � 1. ---.r!;, 11 ...1. I +_ N \ % . - / I - _—A — -- — . - 1W -_ : 11 Esul . lx" I , * V . - Z \, "I + i I. ,\ ;/ 77t;(�, 1 � " M. / 1 /,i . -P-___. -.,ft I I I ! � . _ __ :�\, T I I IV,I X $1 J ... . .. 1. --- 11 I i ... . P I ... 1- I � : ig;;2 � I I !I . 89, I : , , CALL 2 WORKING DAYS BEFORE YOU DIG ! . : i i .. I � PER INDIANA STATE LAW IS -69-1991. : : I i 'i .1.1 I I 1 LOCATION SERVICE TWO (2) WORKING , . 11 11 DAYS BEFORE COMMENCING WORK. ST_ MHI 4 I 1: ( .144-01.2 i z : PROP. . ' ,4 : 11 �ii i I H I �5 � i R=� �.- r ZD I I = 6C,4( = to , � I 11 "'� 71,1 ----;j� i i /] IU0 E2 V 3i ) �, i4l, kul I I N I - _, I 11 % /, , C.) r it I I \ I ; / 1 /,i . -P-___. -.,ft I I I ! � . _ __ :�\, T I I IV,I X $1 J ... . .. 1. --- 11 I i ... . P I ... 1- I � : MW 1=101101=10415011 n / �-------' l ALL GRADES ATBOUNDARY SHALL MEET EXISTING GRADES. l |TSHALL B[THE RESPONSIBILITY OF EACH SUBCONTRACTC VERIFY ALL EXISTING UTILITIES AND C0NDT0WSP[RTNN|N< HIS PHASE OF WORK. IT SwNl ALSO BE THE 5Q8COwlR» RESPONSIBILITY TO CONTACT THE OWNERS OF THE VAR|0U! UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY I WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY w THE ENGINEER OF ANY CnxwC[S, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR /N RE BEFORE WORK IS STARTED OR RESUMED. l STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL. INDIANA SHALL APPLY FOR ALL SANITARY AND STORM S[IA *. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION 0FEXISTING UTILITIES SHOWN ARE (HFORNAl0w PROVIDED BY THE RESPECTIVE UTILITY C0uPA ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO AN' EXCAVATION FOR F|[U) LOCATION OF SERVICES. 6. SERVICE WALKS Swml BE w0m-nBNrunC[D CDNCn[7[ *^ THICK AND 4'|NWIDTH. 7. 4' CONCRETE 3[RNC[ WALK ACROSS FRONTAGE OF EACH L B[ CONS�UCT[D 8Y DTH[HS. B. EXPANSION JOINTS ARE TO BE PLACED Al ALL wWm INTERSECTION AND BETWEEN WALKS AND PLATFORMS. 8D[ SCORES ARE TO BE EQUALLY SPACED 8[rn[[w EXPANSION CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5 INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' LESS, 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STAT[ STANDARDS. 18 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORM[ IN COMPLIANCE WITH APPLICABLE O.S8A. STANDARDS FOR w�Rx[R 5��[Tx 11. CONTRACTOR SHALL W|N|W|Z[ UANxCE TO EXISTING TREES WHICH ARE TO REMAIN. U11004019117k, "Ir T. B. M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTE RIVER AVENUE AND 18' NORTH OF THE CENTERLINE 0 STREET STAMPED 95 -RHP 1951. T. B. M. PK NAIL 1' UP NORTH SIDE PWP. # 300-758 SOUTH STREET EAST OF HAZEL DELL ROAD. sions C 1046/00 ADD STM. RUNS 126-126x & 126A-1268, UPDATED OL, HAZEL 0[iL PARKWAY, REVISED GRADING & TABLES. C 11/03/00 ADDED LANDSCAPE LABEL TO COMMON AREA ^ A^ � I 1 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED I . HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER : : : CORPORA11ON AND ARE NOT To BE USED OR REPRODUCED IN WHOLE DR IN i di , — — � 1�1 t. 11 Schneider * Ili , :. U-4 kk I 0 L" 0 % L�2 It"t � k 0i, F= ., I COT :`.� I \ \ SANITARY MH 3020 North Post Road Engineering 1 � Indianapolis, Indiana Surveying : '1� Landscape Are L___ - ----)--- "), � ______`�� .. ..... —,..7,.:::,- Formerly Schneider Engineering Corp. / Bohlen, Meyer. Gibson I Date Project No. Drawn Approv ig;;2 � I I !I . I : , , CALL 2 WORKING DAYS BEFORE YOU DIG ! . : i i .. I � PER INDIANA STATE LAW IS -69-1991. : : I i 'i .1.1 I I 1 LOCATION SERVICE TWO (2) WORKING , . 11 11 DAYS BEFORE COMMENCING WORK. ST_ MHI 4 I 1: ( .144-01.2 i z : PROP. . ' ,4 : 11 �ii i I H I \ I :: i ��' i i R=� iii � I 11 "'� 71,1 ----;j� i i /] : E2 MW 1=101101=10415011 n / �-------' l ALL GRADES ATBOUNDARY SHALL MEET EXISTING GRADES. l |TSHALL B[THE RESPONSIBILITY OF EACH SUBCONTRACTC VERIFY ALL EXISTING UTILITIES AND C0NDT0WSP[RTNN|N< HIS PHASE OF WORK. IT SwNl ALSO BE THE 5Q8COwlR» RESPONSIBILITY TO CONTACT THE OWNERS OF THE VAR|0U! UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY I WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY w THE ENGINEER OF ANY CnxwC[S, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR /N RE BEFORE WORK IS STARTED OR RESUMED. l STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL. INDIANA SHALL APPLY FOR ALL SANITARY AND STORM S[IA *. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION 0FEXISTING UTILITIES SHOWN ARE (HFORNAl0w PROVIDED BY THE RESPECTIVE UTILITY C0uPA ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO AN' EXCAVATION FOR F|[U) LOCATION OF SERVICES. 6. SERVICE WALKS Swml BE w0m-nBNrunC[D CDNCn[7[ *^ THICK AND 4'|NWIDTH. 7. 4' CONCRETE 3[RNC[ WALK ACROSS FRONTAGE OF EACH L B[ CONS�UCT[D 8Y DTH[HS. B. EXPANSION JOINTS ARE TO BE PLACED Al ALL wWm INTERSECTION AND BETWEEN WALKS AND PLATFORMS. 8D[ SCORES ARE TO BE EQUALLY SPACED 8[rn[[w EXPANSION CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5 INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' LESS, 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STAT[ STANDARDS. 18 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORM[ IN COMPLIANCE WITH APPLICABLE O.S8A. STANDARDS FOR w�Rx[R 5��[Tx 11. CONTRACTOR SHALL W|N|W|Z[ UANxCE TO EXISTING TREES WHICH ARE TO REMAIN. U11004019117k, "Ir T. B. M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTE RIVER AVENUE AND 18' NORTH OF THE CENTERLINE 0 STREET STAMPED 95 -RHP 1951. T. B. M. PK NAIL 1' UP NORTH SIDE PWP. # 300-758 SOUTH STREET EAST OF HAZEL DELL ROAD. sions C 1046/00 ADD STM. RUNS 126-126x & 126A-1268, UPDATED OL, HAZEL 0[iL PARKWAY, REVISED GRADING & TABLES. C 11/03/00 ADDED LANDSCAPE LABEL TO COMMON AREA ^ A^ � I 1 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED I . HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER : : : CORPORA11ON AND ARE NOT To BE USED OR REPRODUCED IN WHOLE DR IN i di , — — � 1�1 t. 11 Schneider * Ili , :. U-4 kk I 0 L" 0 % L�2 It"t � k 0i, F= ., I COT :`.� I \ \ SANITARY MH 3020 North Post Road Engineering 1 � Indianapolis, Indiana Surveying : '1� Landscape Are L___ - ----)--- "), � ______`�� .. ..... —,..7,.:::,- Formerly Schneider Engineering Corp. / Bohlen, Meyer. Gibson I Date Project No. Drawn Approv