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HomeMy WebLinkAboutC.100 TopographyO 0 CL 0 x 0 0 0 I 0 0 0 U Lei U ai co L0 0 0 0 w V) z Q J J i U) 0 z 3 a 0 co Ln 0 0 N _j J LL_ C9 z 3 a 0 J LL. w V) r m 0 w 0 w IL N N I w F_ Q 0 r7 ° w Ln ww H J Qa 00 z zF- 0 � J � !L (conc) i C �1b/ E. n �J. ex. curb inlet �� l tr: 859.5-: m v(e): 854.86 o ex. cu; o ;net tr, 859.54 i inv(w) 8 4.59 nv(n) 854.99 inv(s): 852.8 / rho E 3 2� ex. curb inlet tr: 856.91 inv(n):8`_:1.13 inv(s): 851.13 TBM #81 �, n �hc cur o �� �°' __- g` �� f (asphalt parkihi a) _ - �� � �t - (grass) `bD _`� 1� 4'� +�� - in TAt. (stone) `� - On . N. �' h� O O. - Park 10)_ - -, tubers - (s�'o drive) + ° �° +� (Park 17) _ A51 TBM �IBQ - - - o p _ - 6' Electric Esmt r -°�-. - - J �' c: -Tian d fe U E2 + o S88 40 34 W84r7.34 t _ , '� sr7�.�i ,t' �- - - 6 Electric Esmt - ��---- -- � _ �� ; '- . "• �y Q mss. t�-- 4 + +. ;� c v 4. w 1. ✓h r 44 • Yy Qj+ - J. i F ._ + o 8 r ti 1 1 ti I 1 �� O� ✓, 30 grass) L 1 r ID r , 10; 1 _J) UJI Lj U o � 1 12' 3 1 fiCr L 1 - } a �, , `M CO r + 4 F.^� OO q�. � • +1b, c�. �� �� r' - inv: 852.1 fi , o i �✓ �JJ ^ b - 4� + 4� �Q'�j� Uj - ;; a' r Z ,\ O ---------- - - - --� r 1 Oo 93 r. �z �`0 - - -I g, O o-� ✓ I (asphalt) �; Ix W I _ s alt _ -- ' T'- - -� �`� �. -- -- - - -- - ti 4N 0 �� o� �j� - - - -- ���< Z - h6 v ti00 inv:851.85 Do 9 y f V 4j q�,1 Q�,cl cr 15', y `° Q , K a Ioca� w 85 - �0 D� +00 ?�s g 4 ti. b� "` kt I oily (� h 1 h - (grass) (grass) y, n /y 1 + O V ��� 0� + +. +� + 5� / `t i - - - -- - * - ,t 1 ,.'fig +� hL �O, >1- �.�._..- (wetlan _, 1� + ;N89041'1 n , 9 E ��� Z J , 6f)� �� ,. « Y) :f �.- _ ✓. <. - '� .'- ,. .. Kr, qua Co '4" 4-u r _. r r �_ ✓ - _ "„ r z 'rt 6 Z n _ JJ Variable Width „ t (brush & small trees) 1 s 4 quad W Detention Pond Easeme a + ' 1 6" + 13 Inst. No. 2007017757 \r a + + L_ (wetlands 1 = 1` h� , -?�J ,� �' 4 �i. -__J + (brush) o � o1��. 6 „410" 1 4?� �O I + O = i� �_ a z l �� +� k� - (brush) r f 6„ (water) � 0, 1 �) + (grass) " as SJ I �b �� D� +� �4} - � j 1 ✓' r t'�f i �' a <�`� .�� II I ° L + O +c6p + 4p + �- ex. curet 1 "1v tr: 48.16 �,. �� a � ✓U it' '� v J J inv'848.58 O + - tv(rw):846.12 c _ r- p. O O inv(s): 845.21__ ✓ n ✓�,,. . 1 I O , n �' �° \ 1 (conc c�`%• I +'; N89 °52'29 "E 8s 8S� +�' / a0 (grass) _-.4 - 59.55' �. +�. 4,- �� �`� allaro - -'�- crd, b 4��r� 520.30' t; �II c R- 236.62 \ I 77.24' >! `Cs Cane c ; ��� � / = 252.26' in �� �l urn ' �� co r w� b� �' �� �Qb xo� �T tJ I cP n +� do , �. 6y, o /t) i' ll� �° �� i (grass) �� I 4 > >� � zoa�� -I- - - __° b, � sag- ^+ -'�-- _con w 9rb{ss old �1,t (grass) /o+ i ex. sanitary mh tr: 855.51 inv(w): 846.06 inv(s): 845.66 dir. only 50' Ingree - Egress Easement , 4- �, a I h 1 pvc l dir. only i ex. curb Inlet tr: 854.7 f nv(n ): 847.07 i // / �, -�, o R = 328.19 I• � 'o�a L = 109.83' o ex curb inliet o tr: 849.34 Q. ex. curb inv(n):844.64 tr: 8A7.4 inv(sw):842.07 inv:'w` 8 inv(e):841.94 1 bollards) t 1 do a ►- - R = 374.20' i 91 )+ L= 150.71' ''D ZVI I 1 I i I et J% I 71 I 1 i I ' ' 0` 40' 80' SCALE: 1"=40' ISTING TOPOGRAPHY LEGEN L9 Beehive Inlet ® Curb Inlet © Lid • �� ✓ �� �P 3� 4( Sanitary Manhole - Sign 11 4 � II * 01 "!11 ex curb irnet -N, o,ll I v ° n 5 l ' O ' \ , rl N' Ground Light (conc) i C �1b/ E. n �J. ex. curb inlet �� l tr: 859.5-: m v(e): 854.86 o ex. cu; o ;net tr, 859.54 i inv(w) 8 4.59 nv(n) 854.99 inv(s): 852.8 / rho E 3 2� ex. curb inlet tr: 856.91 inv(n):8`_:1.13 inv(s): 851.13 TBM #81 �, n �hc cur o �� �°' __- g` �� f (asphalt parkihi a) _ - �� � �t - (grass) `bD _`� 1� 4'� +�� - in TAt. (stone) `� - On . N. �' h� O O. - Park 10)_ - -, tubers - (s�'o drive) + ° �° +� (Park 17) _ A51 TBM �IBQ - - - o p _ - 6' Electric Esmt r -°�-. - - J �' c: -Tian d fe U E2 + o S88 40 34 W84r7.34 t _ , '� sr7�.�i ,t' �- - - 6 Electric Esmt - ��---- -- � _ �� ; '- . "• �y Q mss. t�-- 4 + +. ;� c v 4. w 1. ✓h r 44 • Yy Qj+ - J. i F ._ + o 8 r ti 1 1 ti I 1 �� O� ✓, 30 grass) L 1 r ID r , 10; 1 _J) UJI Lj U o � 1 12' 3 1 fiCr L 1 - } a �, , `M CO r + 4 F.^� OO q�. � • +1b, c�. �� �� r' - inv: 852.1 fi , o i �✓ �JJ ^ b - 4� + 4� �Q'�j� Uj - ;; a' r Z ,\ O ---------- - - - --� r 1 Oo 93 r. �z �`0 - - -I g, O o-� ✓ I (asphalt) �; Ix W I _ s alt _ -- ' T'- - -� �`� �. -- -- - - -- - ti 4N 0 �� o� �j� - - - -- ���< Z - h6 v ti00 inv:851.85 Do 9 y f V 4j q�,1 Q�,cl cr 15', y `° Q , K a Ioca� w 85 - �0 D� +00 ?�s g 4 ti. b� "` kt I oily (� h 1 h - (grass) (grass) y, n /y 1 + O V ��� 0� + +. +� + 5� / `t i - - - -- - * - ,t 1 ,.'fig +� hL �O, >1- �.�._..- (wetlan _, 1� + ;N89041'1 n , 9 E ��� Z J , 6f)� �� ,. « Y) :f �.- _ ✓. <. - '� .'- ,. .. Kr, qua Co '4" 4-u r _. r r �_ ✓ - _ "„ r z 'rt 6 Z n _ JJ Variable Width „ t (brush & small trees) 1 s 4 quad W Detention Pond Easeme a + ' 1 6" + 13 Inst. No. 2007017757 \r a + + L_ (wetlands 1 = 1` h� , -?�J ,� �' 4 �i. -__J + (brush) o � o1��. 6 „410" 1 4?� �O I + O = i� �_ a z l �� +� k� - (brush) r f 6„ (water) � 0, 1 �) + (grass) " as SJ I �b �� D� +� �4} - � j 1 ✓' r t'�f i �' a <�`� .�� II I ° L + O +c6p + 4p + �- ex. curet 1 "1v tr: 48.16 �,. �� a � ✓U it' '� v J J inv'848.58 O + - tv(rw):846.12 c _ r- p. O O inv(s): 845.21__ ✓ n ✓�,,. . 1 I O , n �' �° \ 1 (conc c�`%• I +'; N89 °52'29 "E 8s 8S� +�' / a0 (grass) _-.4 - 59.55' �. +�. 4,- �� �`� allaro - -'�- crd, b 4��r� 520.30' t; �II c R- 236.62 \ I 77.24' >! `Cs Cane c ; ��� � / = 252.26' in �� �l urn ' �� co r w� b� �' �� �Qb xo� �T tJ I cP n +� do , �. 6y, o /t) i' ll� �° �� i (grass) �� I 4 > >� � zoa�� -I- - - __° b, � sag- ^+ -'�-- _con w 9rb{ss old �1,t (grass) /o+ i ex. sanitary mh tr: 855.51 inv(w): 846.06 inv(s): 845.66 dir. only 50' Ingree - Egress Easement , 4- �, a I h 1 pvc l dir. only i ex. curb Inlet tr: 854.7 f nv(n ): 847.07 i // / �, -�, o R = 328.19 I• � 'o�a L = 109.83' o ex curb inliet o tr: 849.34 Q. ex. curb inv(n):844.64 tr: 8A7.4 inv(sw):842.07 inv:'w` 8 inv(e):841.94 1 bollards) t 1 do a ►- - R = 374.20' i 91 )+ L= 150.71' ''D ZVI I 1 I i I et J% I 71 I 1 i I ' ' 0` 40' 80' SCALE: 1"=40' ISTING TOPOGRAPHY LEGEN L9 Beehive Inlet ® Curb Inlet © Lid • Guard Post QS Sanitary Manhole - Sign Coniferous Tree Tree Stump Deciduous Tree )E( Electric Box Ground Light Light Pole ® Transformer ® Telephone Handhole QT Telephone Manhole -T- Telephone Marker Telephone Pedestal Fire Hydrant Sprinkler Valve o Stand Pipe e Buried Electric Line t Buried Telephone Line w Buried Water Line tr Top Of Rim Elevation inv Invert Elevation rcp Reinforced Concrete Pipe vcp Clay Pipe cpp Corrugated Plastic Pipe pvc Plastic Pipe BENCH INFO ('88 datum) BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 ". ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST R. ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION I.L. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. 00 `r' r° o M N �V W co H 0 v 0 U) N Q W z Z M 2 0J`_ n. O Q to OZM �z O L z M J W H z Z- W z a V U U� NONE ■NOMME 10 Q'Q► O� 0 0& QJ P G0� CERTIFIED BY J W a 0 j IIII- �N �L �� LAJ �y C9 az . °(D NZD ���t N�Z tA�� W v) Uj 4 zzz .J z= Uj � jav as 3� �o Oz CIO Z a Z J Q W Z REVISIONS EXISTING TOPOGRAPHY SHEET NO. C.100 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569