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HomeMy WebLinkAbout1st Ave. N.W. Infrastructure-4O� O� O� p1 p� I I I I � I OI O' p1 p. +; p. +; +; }I +I 1 I I 1 1 I 1 W-1 I I I I I I I I I I L I I I I I Z 1 Z z z z Z z z I 1 I I I I I I I I I I I � � ..- 01 Z Z 7. ~� N N� (n f-: \--, F('� ; 4)j , I �1 E ,Fh-; it ,I (-�; 0 .1-� iI ___ (3 I I I I c 1 0 _ �' n �I #?60 n ' f"M�g� � _._._.� .� �-'»�gf3 .... , / a ,' - �- a� � I ` �. .- t 646 �1 M670 I i ,) �h V I I 4 W ut - 0 I `� ; �-� r O / N. v V ,c I U , Klob Q (r ry C �� IQ r1A ; r / I c n� ; I p I ; 6 � ; W d, 0 ; 1 / ) . ,� ; Ula %) ; / '� My I O ; tL N ------- - x V ; " n I \ C - � I T ' TY , - - - _ _ Sb7l_, -. _ .� - ._- _ TO`I----.]JI ' gyp t1 + �y I - t01 ---j �/-----a x - - O '- V7 !�[- ' t" ' .43 I i N +D i - ; / Q V IYIA V/ \ W i (T• v; 1 " � li 1 \ O _ �_. _ to i ` • O 6 ' ��� c-. - e.' 6 V , , i - - - - _ In c \ I _ �� �3� I I `\ ��� - a ` cl 1 ttJ (n cJ \ TV ry ^ t 6 ' ,E Q u `r ' I IN, r I I v ' s -� ' 6 �' J I / ♦ i ' ` �(' ai (n Q-11 iI ,a d) ( cJ�i `ham g tp _ ._ i ` v Ifii O i /'��� ��`----_-�,... .-...�-�.,.__.-_ � - 6 1 6 ` - (Y n �� i �Y 6 �1� ;(,'('�'i� cD-----_�_ I r I - r - _ - ry T J - - ) 'ts' Uj - - •-• - _ - 42•91 - 42'5t. -- ry _ 4�_9t -( t-' - �- - -gyp-_ -- T - - - 4�"5t. ` - --Q` -- -- -- -- - O O I O H) O t % _ _ In ® _ ry = - - -Jam- ' O :Gs ---6---- -fr- -- G- _ E ---`v- - �•. - - - -- - -- - --- - - - - - --- - - - d3- - -- -- ii - L_ - - - --- -- - �- - Ad -ate - -_ - - -- -- - -- - - til �Z - + - - _ _ Q I -�-... _-__-G --c9-- 6-Q• -G -r-= v G - -�- '--- Ci dJ Bituminous `� X a -i I .0 cv S �s _ - �'- N X11 s-z'-�c-• j'Y - ---a-_ I I � I I I I I -;---- -_ __-+a ►rte ' --- - _ _ Bituminous u w 1 t_ enue rthwest e� x - - - ;_ _ _ _ _ _ _ - _ _ _ _ Bituminous d , ' Ox m N - - - - I o - - - - - -- - - - --w ---w --------- - -- - - --- (V r- -- �� �i l0cn ry -_ i - - ' c0 1� i r �� I TT �9� - -' Z �- - -- ------ ----- -- - --- �- - --- ---------- -- - x- -------------� ----------- - ---- - --- - - - -- ----- ---- --- - --- -- - - -- -- \ ------ - - Grav^I-- cr in ( 1r) v , ` I II I . \ ` g V� 1 W I - - - W I lT _ I • Q. I 0 M -ti, > _ ry ♦ i I i / .' '� i� 4QSi ° I „ _ L Qi c L C \ I i I I i Q \t ! r 0; wi i O a i IA ` 6 Ili i dJ I i ) U lT t' j ; d�' cti'� i I,-` r -p V >`dj N l�, I 6 'u I 6 a I I 0 c dJ `o a 7t I ry O O dJ v d) Q IL ry %� 6 I ' t_ O 11 ' 1 i O t` I - m t0 ry U) Q; I Kb I I 1� 1�, X 631 011 a[ I I X I Q �- - ,n ION.._ _... .. __ _ ...__ \ ..•�.. _...... ...._..... _.._. I lrJ .. ...... _ - ..._.._..... ..___.. _ _.J_ - .-_"_-_..__ "_.- ----_._-.--�'_-- -'_- •_-._..._.__.__..... _ -.-_..._-_.lfi. .-. ..-----...-.- ... _ ' ___.....-. ----- -.fid - - _ I _- -- � _ --- I GHAFARI afari Associates, inc. Gh 75 Castle Creek parkway North Drive, Suite 136 T 317-845-9666 F 317-845-9682 ---d&chitects-manners Engineers ■ Managers CITY OF CARMEL OLE:) TOVSN INFRASTRUCTURE IMPROVEMENTS 1st. AVENUE NORTHWEST UNJ K711 dJ \ fIL JL di r n ({i -- \ 'l)! I ` -4-'1 c) $ 1 I I ITf-) I O /�.Sj _%X LL Xm Q di I d) -REVISION #l6 p 0 a35 F= W C- ...�nn� IL ,'ter CL -- kz �33 _ 3 ---_' EXISTING STRUCTURE DETAILS (sheat G1.2) 5TR. #432 Curb 4 Gutter Inlet T.G. 820.24 N.E. - 48" RCP I11V.-807.04 East - 12" PVC INV. -816.014 West - 42" RCP INV. -807.14 5TR. #433 Storm Manhole T.G. 820.65 East - 42" RCP INV. -807.45 South - 42" RCP INS►/. -807.75 (Flows East) 5TR. #441 Sanitary Manhole T.G. 823.08 North - 18" RCP INV. -810.18 South - 18" RCP INV. -810.28 5TR. #461 Sanitary Manhole T.G. 823.05 North - 8" PVG IN',/. -815.55 S.W. - 6" PVG INV. -815.65 HOLEY MOLE*( 5AY5, "DON'T DICE BLIND" GALL TWO WORKING DAYS BEFORE YOU DI&I WITHIN INDIANA 1-800-382-5544 FROM OUT5IDE INDIANA I -'800-428-5200 5URVEYORS NOTE UNDERGROUND UTILITIES HAVE BEEN LOCATED BY ABOVE GROUND AND INFORMATION SUPPLIED BY UTILITY SPOTTERS. G.E.A. CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF TH15 INFORMATION. LOCATIONS 5HOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. STIR. #51 q Sanitary Manhole T.G. 819.06 North - 18" RCP INV. -8041.12 South - 16" RCP. INV. -8001.72 West - 8" PVC INV. -810.86 (Flows North) 5TR. #540 Storm Manhole T.G. 811.411 West - b" PVC INV. -816.67 East - 6" PVC INV. -816.6'1 STIR. #541 24" Ula. Gatch Basin T.G. 618.5q East - 6" PVG INV. -816.94 Bottom Structure - 815.59 5TR. #558 Sanitary Manhole T.G. 819.41 East - 6" PVG INV. -810.4q South - 8" PVG INV. -812141 West - 8" FVC INV. -810.81 STR. #528 Sanitary Manhole T.G. 819.20 North - 16" RCP INV. -8001.61 5.E. - 18" RCP INV. -8041.61 STIR. #521 Sanitary Manhole T.G. 819.50 South - 18" ROP INV. -808.90 East - 18" RCP INV. -810.81 TOPOGRAPHIG SURVEY NORTH O 30 60 120 GRAPHIC SCALE IN FEET . EXISTING STRUCTURE DETAILS (sheet GI.0 STIR. #Ibq STIR. #371 Storm Manhole Gatch Basin 15"x20" T.G. 823.68 T.G. 823.30 North 42" RCP INV. -809.18 West 6" Steel INV. -821.90 South 42" ROP INV. -810.08 Btm. Str. 821.10 (Flows North) East 12" VGP INV. -818.16 Inclosed 12" Steel Pipe Running Weft 1-41" RCF' INV.-b22.2b E -W Appears To Be Sanitary 5TR. #312 Top Pipe - 812.58 Storm Manhole STIR. #226 T.G. 823.31 Gatch Basin 30"xIb" North 12" RCP INV. -8141.11 STIR. #110 East 6" VCP INV. -818.81 Sanitary Manhole East 6" Steel INV. -820.81 T.G. 824.05 West 4" Plastic INV. -819.51 North 18" ROP INV. -811.15 ^ - South 18" RCP INV. -812.05 In West 12" Steel INV. -811.65 5TR. #3"14 (Flows North) Curb Drain Power Pole T.G. 823.31 Road Sign South 12" RCP INV. -6101.27 STIR. #174 Btm. 5tr. 811.01 Sanitary Monhola Standing Water 0 Btm. T.G. 824.19 North 18" RCP INV. -812.441 If South 18" RCP INV. -812.59 5TR. #369 West 10" VGP INV. -814.19 24" Dia. Gatch Basin (Flows North) T.G. 823.31 N.E. 12" RCP INV. -820.11 Btm. 5tr. 811.31 STR. #224 Storm Manhole T.G. 823.33 5TR. #440 North VCP Gapped Oft Sanitary Manhole East 12" VGP INV. -816.43 T.G. 824.49 South 6" VCP INV. -816.83 North 18" RCP INV. -813.59 . (b" Is Inside 12" VCP) South 18" RCP INV. -813.69 5.W. 12" RCP INV. -818.13 West 8" VCP INV. -814.4q Wast 15" RCF INV. -815313 ' (Flows North) Btm. 5tr. 814.53 5TR. #221 24" Dia. Ca�cn c�a5rn SURVEY DONE BY OONGDEN ENG 1 NE E R I NG A550C I ATE 5 T.G. 823.00 Unable to Verify Pipe Sizes, Types d Inv's STR. #682 Gatch Basin 36"X24" TIC. 823.80 East 12" RCP IN`,/. -822.'10 (Heavily 511ted) 5TR. #685 24" Dia. Gatch Basin T.G. 824.15 West 12" RCP iNV.-8101.55 Btm. 5tr. 816.15 (Standing Water ® Btm.) STIR. #1'152 Unknown Manhole T.G. 824.418 North 42" RGP INV.-N.A. East 48" RGP INV. -811.08 West 72" RCP INV.-N.A. Types 4 Inv's N.A. 5TR. #1-153 Sanitary Manhole T.G. 725.03 North 18" RCP INV. -"715.13 East .12" VCP INV. -816.83 South 18" Steel INV. -816.13 West 15" RCP INV. -817.63 5TR. #1"154 Storm Manhole T.G. 825.04 N.E. 12" VCP INV. -820.14 East 24" RCP INV. -815.44 South 42" RCP INV. -8I1.84 k4o5t 48" ROP iNV.-811.19 (Flows West) STIR. #1155 Storm Manhole T.G. 825.00 North 42" RCP INV. -811.1 East 42" RGP INV. -81:.8 South 42" RCP INV. -811.8 (Flows North) STIR. #1756 Sanitary Manhole T.G. 824.011 North 18" Steel I NV. -816.01 South 18" Steel INV. -816.1'1 West 18" Steel INV. -816.21 (Flows North) 1 �o STIR. #1'757 Gatch Basin T.G. 824.61 S.E. 12" RCP INV. -822.81 N.W. 8" RCP INV. -823.06 Btm. 5tr. 821.31 5TR. #1158 Gatch Basin T.G. 824.83 Hood Trap S.W. No Opening Top Hood 822.63 Btm. 5tr. 815.63 (No Other Pipes Visible, Standing Water (a Btm.) 5TR'. 0115q Sanitary Manhole T.G. 824.69 North 18" RCP INV. -814.29 South 18" RCP INV. -814.39 (Flows North) 5TR. #1760 Gatch Basin T.G. 824.36 Btm. Str. 824.36 (No Pipes Vlaible Standing Water 4 Silt ® Btm.) 5TR. #1161 Gatch Basin T.G. 824.58 East 12" VCP INV. -816.58 West 12" ROP INV. -818.018 West 51ze Q Type N.A. INV. -816.18 Btm. 5tr. 815.18 5TR. #1162 Gatch Basin T.G. 823.82 N.E. 12" RGP INV.- N.A. Btm. Str. 818.02 5TR. #1763 Storm Manhole T .C. 824.26 N.E. 6" Steel INV. -811.16 S.W. 12" RCP INV. -819.16 West 12" PVG INV. -816.46 BENCH MARK U.5.6.5. X-42 Fouad at Carmel, Hamilton County, on the Chicago, Indianapolls 4 Louisville Rollway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Hlghway 234, II Feet east of the east roll, at semaphore tower B 167.8, In the top of the southwest corner of the concrete foundation. a standard disk, stamped "X 42 1934." Elevation 8201.23 T5M #1 West most bonnet nut on Fire Hydrant located on N.E. corner of the first alley north oP Ist Street Northwest. Elevation 826.13 TB_M #2 West most bonnet nut on Piro hydrant located on 5.E. corner of lot AVE. Northwest a 8th 5treat Northw©.st. Elevation 821.61 5URVEY CONTROL POI NT5 G.P. #2 PK Nall SeG.P. #1 Copperweld Found N-5413.61 N-1168:15 E-4998.80 E-4qg7.05 ELEV-825.00 ' ELEV-8101.62 G.P. #4 PK Nall Set G.P. #8 PK Nail Set N-6181.36 N-1558.90 E-499"1.34 E-5000.00 ELEV-824.28 ELEV-811.58 C.P. #5 PK Nall Set N-6500.11 E-4997.58 ELEV-823.53 LEGEND 5TR. #681 STR. #225 Gatch Basin 36"x24" 24" Dla. Gatch Bagln T.G. 823.86 T.G. 623.40 North 6" RCP INV. -811.46 N.E. 6" VGP INV. -822.20 E.N.E. 12" RCP INV. -819.96 N.E. 12" RCP INV. -818.60 East 12" VGP INV. -818.16 5.1N. b" Steal INV..1520.20 Weft 1-41" RCF' INV.-b22.2b Btm. 5tr. 816.50 West 15" RGP INV. -816.26 Manhole E3tm. Str. 816.06 STIR. #226 [1 Gatch Basin 30"xIb" e T.G. 823.01 0 N.E. 6" Steel INV. 821.11 5TR. #221 24" Dia. Ca�cn c�a5rn SURVEY DONE BY OONGDEN ENG 1 NE E R I NG A550C I ATE 5 T.G. 823.00 Unable to Verify Pipe Sizes, Types d Inv's STR. #682 Gatch Basin 36"X24" TIC. 823.80 East 12" RCP IN`,/. -822.'10 (Heavily 511ted) 5TR. #685 24" Dia. Gatch Basin T.G. 824.15 West 12" RCP iNV.-8101.55 Btm. 5tr. 816.15 (Standing Water ® Btm.) STIR. #1'152 Unknown Manhole T.G. 824.418 North 42" RGP INV.-N.A. East 48" RGP INV. -811.08 West 72" RCP INV.-N.A. Types 4 Inv's N.A. 5TR. #1-153 Sanitary Manhole T.G. 725.03 North 18" RCP INV. -"715.13 East .12" VCP INV. -816.83 South 18" Steel INV. -816.13 West 15" RCP INV. -817.63 5TR. #1"154 Storm Manhole T.G. 825.04 N.E. 12" VCP INV. -820.14 East 24" RCP INV. -815.44 South 42" RCP INV. -8I1.84 k4o5t 48" ROP iNV.-811.19 (Flows West) STIR. #1155 Storm Manhole T.G. 825.00 North 42" RCP INV. -811.1 East 42" RGP INV. -81:.8 South 42" RCP INV. -811.8 (Flows North) STIR. #1756 Sanitary Manhole T.G. 824.011 North 18" Steel I NV. -816.01 South 18" Steel INV. -816.1'1 West 18" Steel INV. -816.21 (Flows North) 1 �o STIR. #1'757 Gatch Basin T.G. 824.61 S.E. 12" RCP INV. -822.81 N.W. 8" RCP INV. -823.06 Btm. 5tr. 821.31 5TR. #1158 Gatch Basin T.G. 824.83 Hood Trap S.W. No Opening Top Hood 822.63 Btm. 5tr. 815.63 (No Other Pipes Visible, Standing Water (a Btm.) 5TR'. 0115q Sanitary Manhole T.G. 824.69 North 18" RCP INV. -814.29 South 18" RCP INV. -814.39 (Flows North) 5TR. #1760 Gatch Basin T.G. 824.36 Btm. Str. 824.36 (No Pipes Vlaible Standing Water 4 Silt ® Btm.) 5TR. #1161 Gatch Basin T.G. 824.58 East 12" VCP INV. -816.58 West 12" ROP INV. -818.018 West 51ze Q Type N.A. INV. -816.18 Btm. 5tr. 815.18 5TR. #1162 Gatch Basin T.G. 823.82 N.E. 12" RGP INV.- N.A. Btm. Str. 818.02 5TR. #1763 Storm Manhole T .C. 824.26 N.E. 6" Steel INV. -811.16 S.W. 12" RCP INV. -819.16 West 12" PVG INV. -816.46 BENCH MARK U.5.6.5. X-42 Fouad at Carmel, Hamilton County, on the Chicago, Indianapolls 4 Louisville Rollway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Hlghway 234, II Feet east of the east roll, at semaphore tower B 167.8, In the top of the southwest corner of the concrete foundation. a standard disk, stamped "X 42 1934." Elevation 8201.23 T5M #1 West most bonnet nut on Fire Hydrant located on N.E. corner of the first alley north oP Ist Street Northwest. Elevation 826.13 TB_M #2 West most bonnet nut on Piro hydrant located on 5.E. corner of lot AVE. Northwest a 8th 5treat Northw©.st. Elevation 821.61 5URVEY CONTROL POI NT5 G.P. #2 PK Nall SeG.P. #1 Copperweld Found N-5413.61 N-1168:15 E-4998.80 E-4qg7.05 ELEV-825.00 ' ELEV-8101.62 G.P. #4 PK Nall Set G.P. #8 PK Nail Set N-6181.36 N-1558.90 E-499"1.34 E-5000.00 ELEV-824.28 ELEV-811.58 C.P. #5 PK Nall Set N-6500.11 E-4997.58 ELEV-823.53 LEGEND - - - --- - - -- - - APPROXIMATE R/W X_ - -M- - . X- - _X Fence (Type Noted) G --..._. Gas Line -- p4 ------ Water Line ---- E - -• E --- Electric line (undergrowd) - ==•8"5t,= =•= Storm Line w\atze -----0"san.-=-=-= Sanitary Line vAzlze O Manhole w Valve [1 Water Meter e . Fire Hydrant 0 Storm Inlet (Typa Noted) Mailbox Existing Spot Elavatio:is ^ - (Assumed Elevation) In Electric Padistal p Telephone Pedlbtal +.I Power Pole 11 Road Sign Q Power Pole / Street Light X Private Light Pole 0 Deciduous Tree Evergreen Trae If Manhole/Inlet 5trvcture K235 Address ISSUED FOR PROJECT # 5-1061.001 DATE _ FILE..___-5i061GI2.dG�n F-•�_ - LEVEL DATE_____IN CHARGE _ R. BUTAIN _DESIGNED P. RANKOVICH DMWN C. FALCIONE SP,. CHECKED-�_-- APPROVED - DATE SHEET TITLE TOPOGRAPH IG SURVEY 507061 _ G-1.2 -JOB NUMBER SHEET NUMBER vGhafari Associates, inc. v 75 Casfile .Creek Parkway X O, OI O, North Drive, Suite. 136 - p; Q� m p. �; O. +; +1 p� o� ; N O; +I +; +:T 317-845_9666 N ci F 317-845-9682 U)' ----- - I / --� -- - z' I L z' Z� Z, -- -- zl-- - - --- _ - ZI - -- z. z� Z; �chitects n_1Wnners bio Z; - z� - zO� - - _ _ �� _ .�; _ - -_ p, _ _c __ O� _ O� �;- ( Q - Engineers ■ Managers -I 0�5 I�� ct1 ~� �� If,/� i 1y61 13 2, 0)I II : �; °; 6 X760 Q d� C uNi i►b34b46 X658 :►b"TO .. / - v f 1 #108 Q �Q rl W 4 • \ I t` `� m ►� i/ I c ami I 6 w - d0 , q` -� S� 0 I 1 O ' lL Qi ;, ---- - �1" �_ ; 1 i ry m�Li - ' . k`1 / il) E 1 V lU ; �'� , [5 `!Q � d C ; \ 6 I,(V / ._ N.."' - _ /-_ ----- � i � � � -^ / I / � \♦ ( 1t1� ' � I � � �' `= L �\ O �! � � -� 6 1 � `• ry,-4- - L t1? ; lli] fS tT U , V - V I / �- Q t �� 1 I \ 2a' y y I J \tSJ h- X '� N\ �� ' Q `/ 1 L i ((11 J) NI l a 1i I ' ,�j �I 1 ry ' V V �j t ( �' ' V7 (�i C I �GJ (V \ \ /`�' I _ _ - 6 (V 1' a _ "o I - I r-- , _ =� _ , - �I a W > 6 o v� _ cq ` $ c9 D _ 0_- B��Qp_ R kb " ' �nn m� ' ' �` �Z\ I/fly `j`'_-_ "-� ' L �_ _ _ _� ,(tt��+ - > i I ' '-] _ _ u 1 V 'rfl - r _ / �O ' w -� - - - _ .. - -- - ' _ _ - r _- - - - - - L - • _ -- _ _ _ _ _r - - -_ _ _ -. .. - - i - - 4. . ._ / l _ y _..... - - _� '_ - -I '- 4 /111 I - V I - - - - - -- - - -- Q _ ' li _ i I-,1.,-....,�„� , 6-�_ -� -� " 1.-=- r illi- �- I . u f= �%AIR I J:7 u�. •. ^ � _ - '_ , / �..•. .�•-'_ ....-. .._ ... ___._. .. :'�"_... ,. r1.�...-. _...- -o ,.,. !� �- - _-� _------ .7- - ---- _ _--_ _.r- --- - - ---�-----m•. --- - -- --ems _ - - _ _ _ _ _ -- - - _ - -------------_ - - - --,--- - _. -- I - --------- - At1L� - - �.. -.r.- ' tiL - - - - - - - _ ' >i 1 Q til \ I -I one Walk � _ /� � � /�,�s,�-� _ _ _ _ m �/ .oma' �-�-w+- - /- ' � .'� �/ ---�-- --•�- ,c(r� -_` ,- -- -_ --- -- -•- - _.-r t -��_ -- �- -� --� -- - T ° _ _ --^\P \ -- _- -_ -_ Q O i Q 44 u O �i d] I Y -'W '"I/� g - - _� I V _._� �_W I `� V - - V .A� V ��- --_. W �,v 42"5E. ry N 42"Jt. \ {� Si - 42 st c `n'1 y - n ry (y ?i - 1 l _ _ - W /�, p_ -CV �- WW WW -� ` , Q //^1/(/_ ` _ - _ ? -- -- _ - - --T` --- -- -'- -- Bituminous ��ry I _ �q. '�,,P �o' u _ _ _ _ Bituminous f ,� -----� )Bl tUminOUS w t -' Y nue 1� �p - _ i _ - - _ - - - _ _ - _ _ I ! tS ) 3 _ I r h w e s t - _ _ - -- -2 lu !!' I I -`- ..-_. ..All—. -- ------._. _----'------_- -------------- - - - _-_JAI - Ile Qr I oxlT In ry , ; °ry /. O ici / I I _ X _-� - - v - i- - - - - - - -� - - , �- - - - - - - p ( I 1 � -- `� S - --�_ - i _ _' _ _ _ - _ _ '_i' _ _ ' _ _ _- '• _ --_ _ _ _ -'_ I -" _ - _ _ - - - . - -7r- - - - - i - � - � ��. � �p � --�-' w N i ._ •_ - _ � - � 6' - I /•\ tr � T _ � 1' am-' � r•� - -I-� � o _ _ � \ \�•®.\ # i � ° > I / � \ > II � � � c c � - d) ' St i di 0 6 i tt j 6 i I I d3 I� l i l al O i .fl • ,a I 1� ' - cfJ / I I I Q \ • ! 0 ; I]] ' 6 11 ' I > I i 1' !• / -i-•� ,, ., iJ) v_ l{l \ _ 6 V Q - , _ / , i. f� r � X- N ry d1 ry ry(Y O /O ' 1 - i u J) ; _ - ' (jl l (`4 �- 1 ' ��- dJ dJ L t0 ry In ry I - lIl ry I N i I /\� \ dJ ' til C �� / t0 , } V) I - _ " _ , c0 v , - dJ �, dJ # I ry aJ mX +rb31 a� �[ ry ' I m GITY OF GARMEL OL17 DOWN Nr-RAS'TRUGTURE IMPROVEMENTS Ise. AVENUE NORTHWEST I , >dZi Arl.......�- 0,1 N, (� 13' C4 -N gl I �• !! I tU 3 , o # d) c0 REVISION -- DATE - I -o 6 d) O- 4) UL O d) / O d) �� \ !� `T`OFOORAPH I C SURVEY--- - - i G - v v NORTH - -- 0 30 60 .120 ----- _ - - --- - - --_- -- _ 6RAPHIC-56LE-I - - EXI5TIN& STRUCTURE DETAIL5 (sheat 01.2) EXISTING STRUGTURE DETAILS (sheet G1.1) - - -- -- -- STR #43� 5TR #511 5TR. #1641 STR. #571 5TR. #682 STIR. #115'7 ---- - --- HOLE`" MOLE*i' SAYS, ,-�- "DON'T r-, BLIND Curb 4 Gutter Inlet Sanitary Manhole T.G. 820.24 T.G. SI q.06 N.E. - 48" RGP I NV. -&01.04 North - 18" RGP INV.-b0q.12 East - 12" PVC INV. -516.g4 South - IS" RCP INV. -8041.12 West - 42" RGP INV. -807.14 West - 5" PVC I NV. -810.86 East 12" RGP INV. -822.70 (Flows North) 5TR. #433 5TR. #540 Storm Manhole Storm Manhole T.G. 520.65 T.G. 511.411 East - 42" RCP INV. -•801.45 West - 6" PVC INV. -816.6`1 South - 42" RCP INV. -80`7.75 East - 6" PVC, INV. -816.67 (Flows East) Fire Hydrant 5TR. #447 5TR. #541 Sanitary Manhole 24" Dia. Gatch Basin T.G. 523.08 T.G. &18.5q North - 18" RCP INV.-blO.lb East - 6" PVC INV. -816.414 South - 18" ROP INV. -810.25 Bottom Structure - 8155q 5TR. #461 STIR. #558 Sanitary Manhola Sanitary Manhole T.G. 823.05 T.G. 51q.441 North - 8" PVC INV --815.55 East -5" PVC, INV. -&10.4q 54N. - 8" PVG INV. -615.65 South - 8" PVC, INV. -812.-1q .Sanitary Manhole West - 8" PVC INV.-5I0.5q (Standing Water @ Btm.) ,TR. #528 T.G. 824.05 Sanitary Manhole ti #235 T.G. 8141.20 North 18" ROP INV. -811.15 North - IS" RGP INV. -80q.61 5.E. - IS" ROP INV. -SO -q-&1 South I&" RCP INV. -812.05 5TR. #527 STIR. #1"152 Sanitary Manhole West 12" Steel INV. -511.65 T.G. 81 41.50 Unknown Manhole South - 18" RCP INV. -808.410 (Flows North) East - I&" RGP iNV -510 87 CALL TWO WORKING DAYS BEFORE YOU D161 Y41THIN INDIANA I-800-552-5544 FROM OUT5IDE INDIANA I -800-428-5200 SURVEYOR'S NOTE UNDERGROUND UTILITIES HAVE BEEN LOCATED BY ABOVE GROUND AND INFORMATION SUPPLIED BY UTILITY SPOTTERS. G.E.A. CANNOT GUARANTEE THE ACCURACY OR COMPLETF-NF-55 OF TH15 INFORMATION. LOCATIONS SHOULD BE VERIFIED PRiOR TO ANY GON5TRUCTION. SURVEY DONE BY CON6DEN _E NC-; I NE E R 1 N6 A550C I ATE5 Storm Manhole Gatch Basin 15"x20" Gatch Basin 36"X24" Gatch Basin T.G. 823.66 T.G. 823.30 T.G. 823.80 T.G. 824.61 North 42" RCP INV. -50q.'78 West 6" Steel INV. -521.410 East 12" RGP INV. -822.70 5.E. 12" RGP 1Wel.-822.81 South 42" RGP INV. -&10.08 Btm. 5tr. 821.410 (Heavily 511ted) N.W. 8" RGP INV. -823.06 (Flows North) Manhole Pa Btm. 5tr. 521.31 Inclosed 12" Steel Pipe Running Water Metar e Fire Hydrant E-A Appears To Be Sanitary 5TR. #3-72 5TR. #685 Mailbox Top Pipe - 812.58 Storm Manhole 24" Dia. Gatch Basin 5TR. #1155 p T.G. 823.31 T.G. 824.15 Gatch Bosln -E] North 12" ROP INV. -81q.11 West 12" RCP INV. -8141.55 T.G. 824.83 5TR. #1-10 East 6" VOP INV. -818.81 Btm. 5tr. 816.15 Hood Trap 5.W. No Opening .Sanitary Manhole East 6" Steel INV. -820.81 (Standing Water @ Btm.) Top Hood 822.63 T.G. 824.05 West 4" Plastic INV. -51q.51 ti #235 Btm. 5tr. 5141.63 North 18" ROP INV. -811.15 (No Other Pipes Visible, South I&" RCP INV. -812.05 STIR. #1"152 Standing Water co Btm.) West 12" Steel INV. -511.65 5TR. #314 Unknown Manhole (Flows North) Curb Drain T.G. 824.418 T.G. 523.3? North 42" RGP INV.-N.A. STIR. #1-15q South 12" RCP INV. -8119.27 East 45" RCP INV. -811.08 Sanitary Manhole 5TR. #174 Btm. 5tr. 817.07 West 72" ROP INV.-N.A. T.G. 524.641 Sanitary Manhole Standing 1Noter & Btm. Types 4 Inv's N.A. North Ib" ROP INV. -514.201 T.G. 824.1-9 South 18" RCP INV. -814.301 North 18" ROP INV. -812.41 (Flows North) South 18" RGP INV. -812.541 5TR. #3bq 5TR. #1-153 West f0" VCP INV.-514.lq 24" Dia. Gatch Basin Sanitary Manhole (Flows North) T.G. 823.37 T.G. 125.03 5TR. #1760 N.E. 12" FRCP INV. -820.17 North 18" RGP INV. -'115.13 Gatch Basin Btm. 5tr. 817.3'7 East 12" VCP INV. -b16.83 T.G. 824.36 STIR. #224 South IS" Steel INV. -516.13 Btm. Str. 524.36 Storm Manhole West 15" RGP INV. -81'7.63 (No Pipes Visible Standing T.G. 823.33 5TR. #440 Water 4 Silt @ Btm.) North VCP Gapped Off Sanitary Manhole East 12" VCP INV. -816.43 T.G. 524.41 5TR. #1"154 South 6" VCP INV. -616.53 North 16" RCP INV. -613.5q Storm Manhole STIR. #1161 (6" 1s Inside 12" VCP) South 18" RGP INV. -813.641 T.G. 625.04 Gatch Basln S.W. 12" RCP INV. -51b.13 West 8" VGP INV. -514.4q N.E. 12" VCP INV. -820.74 T.G. 824.58 West 15" ROP INV. -815.3 (Flows North) East 24" RCP INV. -615.44 East 12" VCP INV. -816.58 Btm. 5tr. 814.53 South 42" RCP INV. -811.84 West 12" RCP INV. -818.415 West 45" ROP iNV.-8il.7q West Size 4 Type N.A. INV, -816.15 5TR. #681 (Flows West) Btm. 5tr. 815•"18 STIR. #225 Gatch Basin 36"x24" 24"Dia. Gatch Basin T.G. 523.86 STR. #1755 T.G. 823.40 North 6" RCP INV. -81'7.46 Storm Manhole STIR. #1762 N.E. 6" VCP INV. -522.20 E.N.E. 12" RCP INV.-SIq.36 T.G. 825.00 Gatch Basin N.E. 12" RCP I NV. -818.60 East 12" VCP INV. -818.16 North 42" RGP INV. -811.'7 T.G. 823.82 5.W. b" Steel INV..b20.20 West 12" RCP INV. -822.26 East 42" RCP INV. -812.8 N.E. 12" RCP INV.- N.A. Stm. Str. 816.50 West 15" RGP INV. -816.26 South 42" RCP INV. -811.8 Btm. 5tr. 518.02 Btm. 5tr. 816.06 (Flows North) 5TR. #226 STIR. #1163 Gatch Basin 30"x18" 5TR. #1156 Storm Manhole T.G. 823.01 Sanitary Manhole T.G. 824.26 N.E. 6" Steel INV. &21.11 T.G. 524.-97 N.E. 6" Steel INV. -517.76 North 15" Steel INV. -516.0"1 S.W. 12" RCP INV.-�51q.16 South 15" Steel INV. -516.1'7 West 12" PVC INV. -816.46 5TR. #227 West 18II Steel INV. -816.27 24" Dia. Latah Basin (Flows North) T.C. 823.00 Unable to Verify Pipe Sizes, Types 4 Inv's BENCH MARK 0.5.6.5. X-42 Found at Carmel, Hamilton County, on the Chicago, Indianapolis 4 Louisville Railway, 0.1 mile north of the station, 65 yards north of the center of the crosaing of State Hlghway 234, II Feet east of the east roll, at semaphore tower B 16"1.8, In the top of the southwest corner of the concrete foundation. a standard disk, stamped "X 42 Ig34." Elevation 8241.23 TBM #1 West most bonnet nut on Fire Hydrant located on N.E. corner of the first alley north of Ist Street Northwest. Elevation 826.413 TBM #2 West most bonnet nut on Fire hydrant located on 5.E. corner of Ist AVE. Northwest 4 8th Street Northwest. Elevation 821.67 5URVEY CONTROL PO I NT5 G.P. #2 PK Nall SeC.P. #1 Copperweld Found N-541367 N-1168.75 E -4q-95.50 E-441417.05 ELEV-825.00 ELEV-81q.62 G.P. #4 PK Nall Set G.P. #5 PK Nail Set N-6181.36 N-1558.410 E -4q-97.34 E-5000.00 ELEV-824.28 ELEV-811q.58 C.P. #5 PK Nail Set N-6500.11 E-4gg7.58 E LE V-823.53 LEGEND APPROXIMATE R/W x- - -x- - -x- - -X Fence (Type Notecl) -- G -- - Gds Line y� ---- Water Line --- E E -- Electric line (undergrowd) Storm Line w\slze Sanitary Line w\slze O Manhole Pa Valve ILI Water Metar e Fire Hydrant 0 Storm Inlet (Type Noted) - Mailbox 625 -i 1 Existing Spot Elevatio: �s (Assumed Elevation) p Electric Pedlstal E Telephone Pedistal -E] Power Pole r Road 519n Power Pole / Street Light Private Light Pole 0 Deciduous Tree ;�� Evergreen Tree i Manhole/Inlet Structure ti #235 Address ISSUED FOR PROJECT # 5-1061.001 - FILE 5-7061c12.dgn LEVEL- - DATE W CHARGE_ R. BUTW I N _ DESIGNED P. RANKOVICH DRAWN G._FALGIONE 5R. - CHECKED APPROVED DATE SHEET TITLE T01*06RAPHIG SURVEY JOB NUMBER SHEET NUMBER I I I � � 1 cO I -1-J I 1 4 -It! I 1 Fa,lce (T► pe Noted) -- G --- 1 1 � r�oter Lime — E ----- E -- Electric 1'ne (underground) Storm Lir,3 w\size I 42pI Sanitary '-Ina VA51ze i I I {n — Pa Valve I 1 YNater M&F.tar l=ire Hydrant 0 Storm Inl<t (Type !Toted) -.- Mailbox V 4�1 in Existing `,pot Elevations (Assumed Elevation) ip i ® Telephon--" Pedistol { 1 in (`II t� Power Pole / Street Light 6 Private L fight Poie ' #31 Evergro t;n Tree � 1 Monholel'•nlet Structure, Q N � #255 _ � 1 z c11 J � m JOB NUMBER SHEET NUMBER W �C { z { 1 O' 1 1 011 1 Z' I z' I I I 4' I�1_.0lt I 1 1 I I I � � 1 I►{i . r '6 1d� I 1 4 -It! I 1 Fa,lce (T► pe Noted) -- G --- 1 1 � r�oter Lime — E ----- E -- O' o' I } I . I — 1 GHAFARIoil Ghafari Associates, Inc. 5875 Castle Creek Parkway North Drive, Suite 136 T 317--845-9666 F 317-845-9682. _--Architects-i-Planners- -- Engineers to Managers CIT'%( OF GARMEL �Li� TOWN NPRASTRUGTURE MPROY�M�NTS J7 `_---` 4 �� w \� �J�+ O Q _' f� I N i i 1-� +' i' (Y {y C I fl- Q U- I j dJ z- .- - ' \t 0 QL '; cV ' c0 #411 c0 '►� , [n 1 ; dJ `� Q ; ' "- i ' IL N 16 15 � I #421 c0 b �J I 1 •O- I i. I I REVISION - DATE 4-1 ([ z 1 1 R OL Oi p, pl of I , 0: ++1 mi _z, I L z: ZIm z' � z: 0 ro z O; I I I V— t-; I �I d y -I I'y Q- I #220 X� I I a .. gyp_ 1 #110 I { N Q 6 LAG - 'N >41) m / GGQL �Q Q\ N1�iin-. -'Ot(`Iry1dl i ei d,1� `{^� '1 {n v 161 VV 1 _ _ G- _ _ 1 .fl.. - {n I I — N , . I - - -- , 1 1 1 I I , 1 1 , 1 z C 1 � I 4A ' � I N �Zo .L HOLEY MOL.EY JAY J, -� "DON'T DIC - BLIND" GALL TWO WORKING DAYS BEFORE YOU D161 WITHIN INDIANA 1-500--582-5544 FROM OUT5IDE INDIANA 1-500-425-5.200 SURVEYORS NOTE UNDERGROUND UTILITIES HAVE BEEN LOCATED BY ABOVE GROUND AND INFORMATION SUPF:" L.ZP BY UTILITY SPOTTERS. G.E.A. CANNOT GUARANTEE THE AGGURAGY OR GOMPLETENE55 OF THIS INFORMATION. I-00ATION5 5HOULD BE VERIFIED PRIOR TO ANY GONSTRUGTION. SURVEY DONE BY OONC7DEN EN&INEERINC ABSOOIATES B a BENCH MARK U.5.6.5. X-42 Found at Carmel, Hamilton county, on the Chicago, Indionopolls 4 Louisville Railway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Hlghway 234, II Feet east of the east rail, at semaphore tower B 167.5, in the top of the southwest corner of the concrete foundation. a standard disk, stamped "X 42 1134." Elevation 529.25 TBM #t West most bonnet nut on fire Hydrant located on N.E. corner of the First alley north of Ist Street Northwest. Elevation 826.15 TBM #2 Wast most bonnet nut on Fire hydrant located on 5.E. corner of Ist AVE. Northwest 8th Street Northwest. Elevation 521.67 5URVEY CONTROL POI NT5 G.P. #2 PK Nall 5eG.P. #'1 Goppervweid Found N-5415.67 N-7165.75 E-4gg5.50 E -49g7.05 ELEV-525.00 EL -EV -511-62 G.P. #4 PK Nall Set G.P. #5 PK Nail Set N-615-1.56 N-7555.90 E-4117.34 E-5000.00 EJ -EV -524.285 ELEV-BIq.55 G.P. #5 PK Nail Set N-6500.91 E-41gl.55 EL -EV -525.55 i ooA , lrt.. 5evv►ed ?w,4 CA,- ov.- b a -A L E G E N D - - -- - - --- APPR0X1'�4.A+TE RlYi x ----x------- >r - -X Fa,lce (T► pe Noted) -- G --- Gas Line i A r�oter Lime — E ----- E -- Electric 1'ne (underground) Storm Lir,3 w\size Sanitary '-Ina VA51ze O Manhole Pa Valve ® .p YNater M&F.tar l=ire Hydrant 0 Storm Inl<t (Type !Toted) -.- Mailbox X25.51 t _ _ Existing `,pot Elevations (Assumed Elevation) ip Electric Pedistol ® Telephon--" Pedistol �} Power P )le Road 5icn t� Power Pole / Street Light 6 Private L fight Poie Deciduov'3 Tree SHEET TITLE Evergro t;n Tree p Monholel'•nlet Structure, r 6 #255 Address i ISSUED FOR PROJECT # r✓ --!061.001 FILL: 5�1061c11.d�n _ LEVEL DATE IN CHARGE R. BUTNIN DESIGNED P. RANKOVIGI-i r DRAWN G. FALGIONE 5R. _ CHECKED APPROVED DATE 6 SHEET TITLE p 6 TOP06RAPP-10 SURVEY l JOB NUMBER SHEET NUMBER W { z { p; C)p °� +; N , O, +, I NJ t 1 +, I Z N O' +' U-, , Y, z; ; z: `` z1 Z; ' Xo z' z, z, �,. p1 0� d , O, 41 1-- z�, - �I ;. X11 I •� � � t -';---_..__ _-- 10 43 I X4\ u o I I o r Q4Ou �Ih N450 ►� v u _ f. ' n - . CL 0 .' N W ♦ ' I- 13 1- 0410 #310 � __ 0 O � D � YIN 111\ _-t - 1`N '0t(t , CS �.CIEr - c�*p Jl ' d% fV ` I C�1 tf1 I dJ c11 (V CV , �'dJ _. 41 - dJ ------ ( . Rl > �� dJ 441. ryIIdJ dry1 NCS N �/ `♦ . I f 0 (3 , dJ L , l� _ . - /� m ) - - _ T - - - 3-' /' 1I I i N r- �- �� �_ - ; • -' - - - -� - - �'-- - - N - r -� r( .� - - - "tom" -117 r "l`♦ n- 1 i x _ '' - - - _ - _ - _ - •, _._ - �-a- •_-V-� --•- -- �-1r��17F:-• --n"- _ ' - - - - -_r =-- --- - - - -- - 6 G=ci-- ------ - - - - = -� - --mac-- =- - --= ---c,----- - - =3-� - - ----- - _ -- .^z _ . -----•---b �-- - - tea- � _ _ _ _ I GO n _ .. 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I 4-1 I ks) -+-1 Q -� i � A i TOFO&RAFH I G SURREY 4S � BENCH MARK i U.5.G.5. X-42 Found of Carmel, Hamilton County, on the Chicago, Indionopolls 8 Louisville Railway, 0.1 mile north of the station, 5 NORTH1 yards north of the center of the crossing of State Highway 234, 11 � Feet east of the east rail, at semaphore tower B 16"1.8, in the top of the Southwest corner of the concrete foundation. In standard 0 3O 60 120 _ I di5K, stamped "X 42 1934." Elevation 829.29 GIRZAPHIG 5GALE IN FEET I HOLEY MOLE`( SAYS, "DON'T � �- .., DIG► BLIND" GALL TWO WORKING DAYS BEFORE YOU DI61 WITHIN INDIANA 1-500-552-5544 FROM OUT51 DE I ND I ANA 1-500-425-5200 SURVEYOR'S NOTE UNDERGROUND UTILITIE5 HAVE BEEN LOCATED BY ABOVE GROUND AND INFORMATION 5UPf'L 1? BY UTILITY THE ACCURACY OR COMPLETF-NE55 �TINFORMATION.H 5OGAT ON5 SHOULD BE 1/ERIFIED PRiOR TO ANY GON5TRUGTION. SURVEY DONE BY OONC-PDEN ENGINEERINC•2 A550GIATE5 TBM #1 West most bonnet nut on Fire Hydrant located on N.E. corner of the First alley north of Ist Street Northwest. Elevation 826."13 TBM #2 Wont moot bonnoI; nut on Firo hydrant located on 5.E. corner of 15t AVE. Northwest 8 8th Street Northwest. Elevation 621.61 SURVEY CONTROL POINTS G.P. #2 PK Nall 60C.f . #1 Goppervield Found N-5415.67 N-11681.15 E-4ag8.80 E-48gl.05 ELEV-825.00 ELEV-81q.62 G.P. #4 PK Nall Set G.P. #8 PK Nail Set N-6181.36 N-7558.80 E -4g8'7.34 E-5000.00 ELEV-824.28 ELEV-818.58 G.P. #5 PK Nail Set N-6500.81 E-4gq'1.58 . ELEV-823.53 I ooA , SEL, geyv;ct - 5-j•I 1; gk� IrtPi4 :5CAj. 40 LEGEND - - - --- APPROXIMATE RIN x - ---x - - - -- -x Pence (Type Noted) Gag Lina -- - y� ---- -- N:zter Lire - E ------ E -- Electric Ione (underground) 5torm Lln.9 w`size Sanitary ;.Ine w-si:a O Manhole. x Valve Anter Mater o Fire Hydrant 0 5torm Inl-tt (Tfe Hoted) _ Mailbox -= X825.81 Existing `,pot Elevations _ (Assumed Elevation) - Electric Pedistol ® Telephone Padistal fJ Power Pole Road 51.n D Power Pale / Street Light Private L Ight Poie 0 Pecidvoue Tree Evergreen Tree I� Manhole./ nlet 51;rvctur e, ti (295 Addre:.3 GHAFARonI -MN Ghafari Associates, Inc. 5875 Castle Creek Parkway North Drive, Suite 136 T 317--845-9666 F 317-845-9682 Architects_■ Planners Engineers ■ Managers GIT""(OF CARMEL OLi:) TOWN NPRA5TRUGTURE MPROYEMENTS Int. AVENUE NORTHWEST REVISION - _ DATE ISSUED FOR PROJECT # 51061.001 FILE 5-7061cll.dgn _ LEVEL - DATE 5/51 /q IN CHARGE R. BUTWIN _DESIGNED P. RANKOVICI-i _DRAWN _ G. FALGIONE 5R_ CHECKED APPROVED DATE SHEET TITLE TOP06RAPw 10 SURVEY 51061 _ - G-1.1 _ JOB NUMBER SHEET NUMBER