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Home My WebLink AboutC-401 Storm Sewer ProfilesT > UTILITY STRUCTURES EXISTING STORM MANHOLE Q5ED -CATCH BASIN MEM-839.08 STORM CLEANOU� MWIE 100 RIM= 840.84 584 DETAI L 1. SHEET C -502) CB : DETAIL 4. SHEEP C -502) 648 INV. 12" RCP NE = 837.64 5.> 838.00 INV. 12" RCP SW = 834.98 INV, 18" RCP W = 834.34 INV. 6" SSO (N)- 836.00 FILL VOID REMAINING FROM REMOVAL INV. 6" (S�835.74 INV. 12 NE)- 833.63 INV. 24" RCP E = 834.04 OF THIS 12, RCP (` VAIIH WATER - GROUT. INV. 6 " #835.01 INV. 15» (E)-833.38 P R CLEANOU INV. 30" RCP S = 833.84 INV. 4" FD (N,S,£)- 836.04 "(N) INV. 12 (S)-833.52 MR TAI 8. SHEET C -802 ST EXISTING STORM MANHOLE CB SUMP INV-831.52 RIM= 835.16 IMS -83 RIM= 839.02 INV. 30" RCP N = 826.96 ::. TCH BASIN SEE DETAIL 11, SHEET C -502j 6" (E )- 1135.Q4 INV, i 2" RCP S = 835.82 2 SEE DETAIL 1, SHEET C --502) C0 jV, INV. 15" RCP E = 24" RCP NE = 835.72 835.52 IM- 837.65 INV. 12" N)�833.08 12' DETAIL 6, SHEET C -502) WINV. 840' INV. 24" RCP W = 835.42 iNV. 1S" W) =832.82 INV. 11 , (S INV. 18 , (S)-83Z00 Cg EXISTING CATCH BASIN INV. 12" S.:833.24 OM HDS7) INV. 18 S)- 832.58 » INV. 4 FD (N.S.E)- 838.56 N 30 RC -- I V P N - 827.80 » INV. 6 (S)- 832.00 SUMP INV 0.26 RIM= 839.32 INV. i8" RCP S = 834.62 CB SUMP INV�830.58 Q'�SEE OUT ST : EXISTING STORM MANHOLE 7.. SEE DETAIL 14. SHEET C- 502 A N 4. SHEET C-802 SEE DETAIL 1, SHEET C -. 5; RIM= 839.41 e PROPOSED 18' STORM SHALL BE RIM-838.20 INTERNATIONAL OR APPROVED EQUAL) INV. 4" (Wr836.90 INV. 15 RCP W = 836.16 RIM - 839.50 INV. 6 SSO W)- 636.20 BASIN AND THE REMAINING OPENING INV. 12" INLET (E)- 832.30 INV. 6" SSD (E)•838.17 2 OU " TLE T (E)- 833.30 CB.. EXISTING CATCH BASIN INV. le O■ S3Z17 832 28` RIM= s40:52 EE DETAIL 12, 5HEET C -502) INV 18 - 832.07 M- 838.37 INV. 12" RCP SW = 837.66 MP INV-830.07 INV. 6" UD (NW,NE)- 831.50 CB.. VSE USED CATCH B ASIN EXISTING CATCH BASIN 828 E DETAIL 1. SHEET C -502 SUMP INV - 829.50 41 O > RIM= 838.41 CO ' .. 839.29 INV 12" RCP N - 835 81 828 DATUM ELEV " UTILITY KEYNOTES 1 138 LF OF 12` HOPE O 0.84% 2 141 LF OF 15" HDPE O 0.40% 3 73 LF OF On PVC.O 1.00X 4 73 LF OF 6" PVC O 1.00X 5 100 LF OF 12" HOPE O 0.44% 6 6" PVC TIE IN FROM DOWNSPOUT. 7 69 LF OF 18" HOPE O 0.32X 8 22 LF OF 18" HOPE O 0.4OX 9 PROPOSED CHAMBER DETENTION SEE SHEET C -503 FOR DETAILS 10 35 LF OF 18" HDPE O 1.00% 11 12" HDPE FROM HDS -7. 12 12" HDPE TO HDS -7. 13 PROPOSED 1 -1/2" TYPE K COPPER WATER SERVICE (18" MINIMUM CLEARANCE AT PROPOSED STORM SEWER CROSSING). 14 EXISTING UNDERGROUND TELEPHONE CONDUIT. 15 EXIS7iNG 12" RCP STORM SEWER. 16 6" SUBSURFACE DRAIN. 17 12 HDPE TO CB -1. 18 18" HDPE TO DMH -6. 19 PROPOSED 4" PVC SANITARY. SAN. INV.•836.51. ST INV.- 834.24 0 PROPOSED 2" UNDERGROUND GAS LINE. 21 PROPOSED C UNDERGROUND PVC ELECTRICAL CONDUIT(S). PROPOSED 4" UNDERGROUND PVC TELEPHONE CONDUIT(S). 3 PROPOSED 4" FINGER DRAINS. 4 15" HOPE FROM C8 -5. 5 7 Li= OF 18" HDPE O 1.00% 28 18" CHAMBER SYSTEM OUTLET MANIFOLD. SEE DETAILS, SHEET C -503. INK ltzu itau 2 +00 2 +40 2 +80 3 +20 3+60 4+00 PROPOSED STORM PROFILE C13-4 TO CB--2 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1 " -5' 850. 848 846 C0 CO : Cu CB > 01 , 2: 6. ' : 3. "_ 8.:' 04 X63`. 842 PROP. GRAD EX. GRADE PROP. GRAD _ EX. GRADE 838 g 4 _- .- - - .....,.,. - TtXR HYDRi MUC GR E. up L 11 _. � 836 T _.. .. �_..� .. �� - g ..- - -•-+- - --- - _ � 6 6 _..,.� .... _ 7 .. �..... .. ONELMLM 6 834 13 - _" 9 14 i0 I I -- I 6 6 _ 832 6 4 I I 15 IV 12 _` 830 8 25 _ 28 828 - 30,. 826 824 - 822 DATUM ELEV 820.00 1a�0 Mt t0� : f}� NOS � 1�M N O 0 100 }0 00fj 1�O o0 0M0 v f�N tagV O t:�; t�7j ►arp� MM p► .d �in oi cri 0) oD d0 a0 � CD c0 � OD � � a0 d0 00 oD W � OD QO d0 t7D � �D a0 �D OD � � QO 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 3 +60 4+00 4+40 4+80 5+20 5+60 6 +00 6 +40 PROPOSED STORM PROFILE CO -9 TO CB --863 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1*-5' The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will r uire prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as -built /record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as -bunt certification at the time of construction, prior to backfilling the pipe. The contractor is Instruated to as- -built each section of storm pipe as It is being installed to ensure compliance with the design plans and as approved by the City of Carmel. BENCHMARKS: BASIS OF BEARING IS N 0' 24' 05" E ON THE WEST LINE OF THE PROPERTY AS RECORDED IN DOC. No. 2009026972. ELEVATIONS ARE NAVD 88. BENCHMARK #1 -•- MAG NAIL SET IN ASPHALT. ELEVATION= 836.08 N: 1716629.0902, E: 199842.9594 BENCHMARK #2 -- MAG NAIL SET IN PAVEMENT. ELEVATION= 838.89 N: 1717000.1510, E: 200096.7235 301. "DON'T � DIG BLIND Cab Monday thfu Fel ft - 7 an to 6 pal. 1-800 �38�2 -- 5544 1 --800- 428. - -5200' 0I1151M mum NOTICE TO CONTRACTOR PER IN0001 STATE LAW. 1S - -69 -1991, /T IS AGVNST THE LAW 7t7 6rC,4VA7E- WITHOUT N077MNO THE UNDEfGROUND LOCA71aV 5FWCE 7WO (2) WORKING LWYS BEFDRE COMMENCING WORK. DRAWN 8Y TJW CHECKED BY JWN SCALE f38UE DATE 11/14//11 Rfe1/. DATE GPD GROUN Gib", P1%sd*"w1&wd&0dbVwk W- 1$01 Watermark Drive, Suite 150 Columbus, Ohio 43215 614-210-0751 Fax 614-210-0752 J Uj 2 Q z U w J 0 If ttJtt L Q LL J IJj w PROFESSIONAL OF RECORD PRACTK: R I�INDMIDUAL. " P�R1N K0 Iii No. PEI 607 E F - f S'AP��I�+tL ;�, P 6e6D: fr�llililttl SHEET TrrLE. STORM SEWER PROFILES SHEET C-401 PROJECT NO.: 2011123.14 ti® - INV. 6 SSD (NEe5)- 837.18 INV. 12' (SE)- 834.79 850 CB _ EXISTING CATCH BASIN SUMP INV -8 8332.79 584 RIM $38.83 CB : B 648 INV. 12" RCP N = 834.98 5.> SEE DETAIL 1�EET C 502) INV. 12" RCP SW = 834.98 IM- 837.13 FILL VOID REMAINING FROM REMOVAL INV. 12 NE)- 833.63 846 OF THIS 12, RCP (` VAIIH WATER - GROUT. INV. 15» (E)-833.38 -TIGHT INV. 4" FD (N,S,£)- 836.04 844 CB EXISTING CATCH BASIN _ _ M SUMP INV- 831.38 86S RIM= 835.16 INV. 30" RCP N = 826.96 6 SEE DETAIL 11, SHEET C -502j 842 INV, 30" RCP S = 826.96 IM- 839.49 INV. 12" RCP NE = 830.66 INV. 1$ (N)i-832.36 WINDOW OPENING = 834.2± INV. 18" (S) -832.26 840' CB EXISTING BASIN (TO HDS7) 1 448 ' RIM= 835.0 INV. 12" S.:833.24 OM HDS7) N 30 RC -- I V P N - 827.80 SUMP INV 0.26 iNV. 30" RCP S = 827.80 n$ PROPOSED 4' HYDRODYNAMIC SEPARATOR WINDOW OPENING = 834.8± 7.. SEE DETAIL 14. SHEET C- 502 836 *PROP. t8" (E�831.15 DOWN57REAM DEFENDER BY HYDRO e PROPOSED 18' STORM SHALL BE INTERNATIONAL OR APPROVED EQUAL) CORE DRILLED INTO EXISTING CATCH RIM - 839.50 834 BASIN AND THE REMAINING OPENING INV. 12" INLET (E)- 832.30 SEALED WITH A WATER -TIGHT GROUT. 2 OU " TLE T (E)- 833.30 P CONTROL STRUCTURE L;V 832 EE DETAIL 12, 5HEET C -502) M- 838.37 830 INV. 6" UD (NW,NE)- 831.50 INV. 18" INLET (N)- 832.00 INV. 18 ". OUTLET (W)- 831.50 828 SUMP INV - 829.50 CO ' CLEANOUT DETAIL 4, SHEET C -502) 828 DATUM ELEV RIM- 839.69 825.00 iNV. 6" (E)- 838.47 ; ins UTILITY KEYNOTES 1 138 LF OF 12` HOPE O 0.84% 2 141 LF OF 15" HDPE O 0.40% 3 73 LF OF On PVC.O 1.00X 4 73 LF OF 6" PVC O 1.00X 5 100 LF OF 12" HOPE O 0.44% 6 6" PVC TIE IN FROM DOWNSPOUT. 7 69 LF OF 18" HOPE O 0.32X 8 22 LF OF 18" HOPE O 0.4OX 9 PROPOSED CHAMBER DETENTION SEE SHEET C -503 FOR DETAILS 10 35 LF OF 18" HDPE O 1.00% 11 12" HDPE FROM HDS -7. 12 12" HDPE TO HDS -7. 13 PROPOSED 1 -1/2" TYPE K COPPER WATER SERVICE (18" MINIMUM CLEARANCE AT PROPOSED STORM SEWER CROSSING). 14 EXISTING UNDERGROUND TELEPHONE CONDUIT. 15 EXIS7iNG 12" RCP STORM SEWER. 16 6" SUBSURFACE DRAIN. 17 12 HDPE TO CB -1. 18 18" HDPE TO DMH -6. 19 PROPOSED 4" PVC SANITARY. SAN. INV.•836.51. ST INV.- 834.24 0 PROPOSED 2" UNDERGROUND GAS LINE. 21 PROPOSED C UNDERGROUND PVC ELECTRICAL CONDUIT(S). PROPOSED 4" UNDERGROUND PVC TELEPHONE CONDUIT(S). 3 PROPOSED 4" FINGER DRAINS. 4 15" HOPE FROM C8 -5. 5 7 Li= OF 18" HDPE O 1.00% 28 18" CHAMBER SYSTEM OUTLET MANIFOLD. SEE DETAILS, SHEET C -503. INK ltzu itau 2 +00 2 +40 2 +80 3 +20 3+60 4+00 PROPOSED STORM PROFILE C13-4 TO CB--2 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1 " -5' 850. 848 846 C0 CO : Cu CB > 01 , 2: 6. ' : 3. "_ 8.:' 04 X63`. 842 PROP. GRAD EX. GRADE PROP. GRAD _ EX. GRADE 838 g 4 _- .- - - .....,.,. - TtXR HYDRi MUC GR E. up L 11 _. � 836 T _.. .. �_..� .. �� - g ..- - -•-+- - --- - _ � 6 6 _..,.� .... _ 7 .. �..... .. ONELMLM 6 834 13 - _" 9 14 i0 I I -- I 6 6 _ 832 6 4 I I 15 IV 12 _` 830 8 25 _ 28 828 - 30,. 826 824 - 822 DATUM ELEV 820.00 1a�0 Mt t0� : f}� NOS � 1�M N O 0 100 }0 00fj 1�O o0 0M0 v f�N tagV O t:�; t�7j ►arp� MM p► .d �in oi cri 0) oD d0 a0 � CD c0 � OD � � a0 d0 00 oD W � OD QO d0 t7D � �D a0 �D OD � � QO 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 3 +60 4+00 4+40 4+80 5+20 5+60 6 +00 6 +40 PROPOSED STORM PROFILE CO -9 TO CB --863 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1*-5' The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will r uire prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as -built /record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as -bunt certification at the time of construction, prior to backfilling the pipe. The contractor is Instruated to as- -built each section of storm pipe as It is being installed to ensure compliance with the design plans and as approved by the City of Carmel. BENCHMARKS: BASIS OF BEARING IS N 0' 24' 05" E ON THE WEST LINE OF THE PROPERTY AS RECORDED IN DOC. No. 2009026972. ELEVATIONS ARE NAVD 88. BENCHMARK #1 -•- MAG NAIL SET IN ASPHALT. ELEVATION= 836.08 N: 1716629.0902, E: 199842.9594 BENCHMARK #2 -- MAG NAIL SET IN PAVEMENT. ELEVATION= 838.89 N: 1717000.1510, E: 200096.7235 301. "DON'T � DIG BLIND Cab Monday thfu Fel ft - 7 an to 6 pal. 1-800 �38�2 -- 5544 1 --800- 428. - -5200' 0I1151M mum NOTICE TO CONTRACTOR PER IN0001 STATE LAW. 1S - -69 -1991, /T IS AGVNST THE LAW 7t7 6rC,4VA7E- WITHOUT N077MNO THE UNDEfGROUND LOCA71aV 5FWCE 7WO (2) WORKING LWYS BEFDRE COMMENCING WORK. DRAWN 8Y TJW CHECKED BY JWN SCALE f38UE DATE 11/14//11 Rfe1/. DATE GPD GROUN Gib", P1%sd*"w1&wd&0dbVwk W- 1$01 Watermark Drive, Suite 150 Columbus, Ohio 43215 614-210-0751 Fax 614-210-0752 J Uj 2 Q z U w J 0 If ttJtt L Q LL J IJj w PROFESSIONAL OF RECORD PRACTK: R I�INDMIDUAL. " P�R1N K0 Iii No. PEI 607 E F - f S'AP��I�+tL ;�, P 6e6D: fr�llililttl SHEET TrrLE. STORM SEWER PROFILES SHEET C-401 PROJECT NO.: 2011123.14 ti® ; ins '�, r-� ii r- �,► � � i��:►, ��r��..��i UTILITY KEYNOTES 1 138 LF OF 12` HOPE O 0.84% 2 141 LF OF 15" HDPE O 0.40% 3 73 LF OF On PVC.O 1.00X 4 73 LF OF 6" PVC O 1.00X 5 100 LF OF 12" HOPE O 0.44% 6 6" PVC TIE IN FROM DOWNSPOUT. 7 69 LF OF 18" HOPE O 0.32X 8 22 LF OF 18" HOPE O 0.4OX 9 PROPOSED CHAMBER DETENTION SEE SHEET C -503 FOR DETAILS 10 35 LF OF 18" HDPE O 1.00% 11 12" HDPE FROM HDS -7. 12 12" HDPE TO HDS -7. 13 PROPOSED 1 -1/2" TYPE K COPPER WATER SERVICE (18" MINIMUM CLEARANCE AT PROPOSED STORM SEWER CROSSING). 14 EXISTING UNDERGROUND TELEPHONE CONDUIT. 15 EXIS7iNG 12" RCP STORM SEWER. 16 6" SUBSURFACE DRAIN. 17 12 HDPE TO CB -1. 18 18" HDPE TO DMH -6. 19 PROPOSED 4" PVC SANITARY. SAN. INV.•836.51. ST INV.- 834.24 0 PROPOSED 2" UNDERGROUND GAS LINE. 21 PROPOSED C UNDERGROUND PVC ELECTRICAL CONDUIT(S). PROPOSED 4" UNDERGROUND PVC TELEPHONE CONDUIT(S). 3 PROPOSED 4" FINGER DRAINS. 4 15" HOPE FROM C8 -5. 5 7 Li= OF 18" HDPE O 1.00% 28 18" CHAMBER SYSTEM OUTLET MANIFOLD. SEE DETAILS, SHEET C -503. INK ltzu itau 2 +00 2 +40 2 +80 3 +20 3+60 4+00 PROPOSED STORM PROFILE C13-4 TO CB--2 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1 " -5' 850. 848 846 C0 CO : Cu CB > 01 , 2: 6. ' : 3. "_ 8.:' 04 X63`. 842 PROP. GRAD EX. GRADE PROP. GRAD _ EX. GRADE 838 g 4 _- .- - - .....,.,. - TtXR HYDRi MUC GR E. up L 11 _. � 836 T _.. .. �_..� .. �� - g ..- - -•-+- - --- - _ � 6 6 _..,.� .... _ 7 .. �..... .. ONELMLM 6 834 13 - _" 9 14 i0 I I -- I 6 6 _ 832 6 4 I I 15 IV 12 _` 830 8 25 _ 28 828 - 30,. 826 824 - 822 DATUM ELEV 820.00 1a�0 Mt t0� : f}� NOS � 1�M N O 0 100 }0 00fj 1�O o0 0M0 v f�N tagV O t:�; t�7j ►arp� MM p► .d �in oi cri 0) oD d0 a0 � CD c0 � OD � � a0 d0 00 oD W � OD QO d0 t7D � �D a0 �D OD � � QO 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 3 +60 4+00 4+40 4+80 5+20 5+60 6 +00 6 +40 PROPOSED STORM PROFILE CO -9 TO CB --863 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1*-5' The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will r uire prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as -built /record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as -bunt certification at the time of construction, prior to backfilling the pipe. The contractor is Instruated to as- -built each section of storm pipe as It is being installed to ensure compliance with the design plans and as approved by the City of Carmel. BENCHMARKS: BASIS OF BEARING IS N 0' 24' 05" E ON THE WEST LINE OF THE PROPERTY AS RECORDED IN DOC. No. 2009026972. ELEVATIONS ARE NAVD 88. BENCHMARK #1 -•- MAG NAIL SET IN ASPHALT. ELEVATION= 836.08 N: 1716629.0902, E: 199842.9594 BENCHMARK #2 -- MAG NAIL SET IN PAVEMENT. ELEVATION= 838.89 N: 1717000.1510, E: 200096.7235 301. "DON'T � DIG BLIND Cab Monday thfu Fel ft - 7 an to 6 pal. 1-800 �38�2 -- 5544 1 --800- 428. - -5200' 0I1151M mum NOTICE TO CONTRACTOR PER IN0001 STATE LAW. 1S - -69 -1991, /T IS AGVNST THE LAW 7t7 6rC,4VA7E- WITHOUT N077MNO THE UNDEfGROUND LOCA71aV 5FWCE 7WO (2) WORKING LWYS BEFDRE COMMENCING WORK. DRAWN 8Y TJW CHECKED BY JWN SCALE f38UE DATE 11/14//11 Rfe1/. DATE GPD GROUN Gib", P1%sd*"w1&wd&0dbVwk W- 1$01 Watermark Drive, Suite 150 Columbus, Ohio 43215 614-210-0751 Fax 614-210-0752 J Uj 2 Q z U w J 0 If ttJtt L Q LL J IJj w PROFESSIONAL OF RECORD PRACTK: R I�INDMIDUAL. " P�R1N K0 Iii No. PEI 607 E F - f S'AP��I�+tL ;�, P 6e6D: fr�llililttl SHEET TrrLE. STORM SEWER PROFILES SHEET C-401 PROJECT NO.: 2011123.14 ti® PROPOSED STORM PROFILE CO -9 TO CB --863 HORIZONTAL SCALE: 1 " -20' VERTICAL SCALE: 1*-5' The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will r uire prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as -built /record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as -bunt certification at the time of construction, prior to backfilling the pipe. The contractor is Instruated to as- -built each section of storm pipe as It is being installed to ensure compliance with the design plans and as approved by the City of Carmel. BENCHMARKS: BASIS OF BEARING IS N 0' 24' 05" E ON THE WEST LINE OF THE PROPERTY AS RECORDED IN DOC. No. 2009026972. ELEVATIONS ARE NAVD 88. BENCHMARK #1 -•- MAG NAIL SET IN ASPHALT. ELEVATION= 836.08 N: 1716629.0902, E: 199842.9594 BENCHMARK #2 -- MAG NAIL SET IN PAVEMENT. ELEVATION= 838.89 N: 1717000.1510, E: 200096.7235 301. "DON'T � DIG BLIND Cab Monday thfu Fel ft - 7 an to 6 pal. 1-800 �38�2 -- 5544 1 --800- 428. - -5200' 0I1151M mum NOTICE TO CONTRACTOR PER IN0001 STATE LAW. 1S - -69 -1991, /T IS AGVNST THE LAW 7t7 6rC,4VA7E- WITHOUT N077MNO THE UNDEfGROUND LOCA71aV 5FWCE 7WO (2) WORKING LWYS BEFDRE COMMENCING WORK. DRAWN 8Y TJW CHECKED BY JWN SCALE f38UE DATE 11/14//11 Rfe1/. DATE GPD GROUN Gib", P1%sd*"w1&wd&0dbVwk W- 1$01 Watermark Drive, Suite 150 Columbus, Ohio 43215 614-210-0751 Fax 614-210-0752 J Uj 2 Q z U w J 0 If ttJtt L Q LL J IJj w PROFESSIONAL OF RECORD PRACTK: R I�INDMIDUAL. " P�R1N K0 Iii No. PEI 607 E F - f S'AP��I�+tL ;�, P 6e6D: fr�llililttl SHEET TrrLE. STORM SEWER PROFILES SHEET C-401 PROJECT NO.: 2011123.14 ti®