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HomeMy WebLinkAboutC602 STORM SEWER PLAN & PROFILES- � r.rl t=834.81 I e b -- - fenc / column Z_ _ sI C1 TG HI 0 I f �_ I TR. ST-1 \ � Li . 837.40 v 1 ss-------- - - INV 0 J .83 5 12" (S)-- 00 u� \ Ip I I �� \ `�TR. ST-'1-0 `pw l� \� \ T.'C 833.27 \ ' I O T-10.3� 6" TR. ST-2 I 1 0 00 I I \ \ + INV 11833 5 1ai2"7N) \ I V OUT 833 5 �2" �(S) i III' I I I� I I Do I to 00� I II :W] II ___I I ,I Q I I SV. ST-h 2 Z \ I O INV IN:829 310 12" (W) Q I \ _ I INV IN:829.36 12" ( ) Q I II T. R_ 838.06 I INV OUT:829.11I15" () I�V N: 33.1 12" (N) INW 0 T: 33. 12" (S) I 91 Li I 837.20 L LTP. ST-5 38INV IN:827.73 2 (E)C. 8I I I RS -13 ST S -27 INN IN:832.30 12" W) � INV OUT:827.63 21" (W) I �TR. ST- � �C' 8 3.2 T.C. 33.28 IN:828!95 1 " ) INV I 23.30 24" S INV Ill: 834.03 8" ( STR. T-17 STR ST-16 �.C. 8341 . T 8 W) 4 RCP 30" RCP ) S ST-4 INV IN.827.52 21" ( T.C. 36.25 T.C. 835.20 INV IN.wlv 4'1 ( 1 / 0 \ T. 838.58 I INV OUT• 827.27 24" INV IN:828.06 1 " (E) E IN: 828.25 18" E) IINV OUT: 28.34�18" (WI) ` Drainage I \ I V I : �$4.0 12" (S) � � INV IN: 827.89 18 (NE) OUT: 82815 18 (W � Rim=832.3�/I V II�: 2.5 12" (N) INV�UT:827.81 (W) Invert(W)= 22I.66 INVIOUT:2.4 12" (E) I Invert(E)=8 0 77 I W CD I ❑ TR.' oLLI I\ .62 a S FR. ST-9 28. 2 18" ( ) I T. 838.17 S OU I I I NV J1834.2 12 (S) N (E 1 INV/ UT. 831.1 12" (N) I0 T: 23. I N 7 2 4 I(E) STR. T-26 II STR) T-8 T.C. 33.59 E_:1 INV :823.67 24" (W) .C. 828.15 I' INV 0 T:823.57 24" (NI)�I INV OUT: 8 12"S). ST-6I - IDo INV I :8 4 24"8 Nj �I I / I I I T.C. 833.2 ' STR ST-1 I N:1� 14 12" (SJ / I / / - STR. ST-201 I INV OUT:8 9.75 12" (W) NV 0 T:82 4 24' (E-j- 1-.26 TR. ST 21 T.C. 833.72LI STR. ST-25 STR. ST-24 STR. ST-23 I STR.22 T.C. 834.50 INV IN:829.6Y 12T.C. 838.10 T.C. 837.25 T.C. 836.31 II NV %8 912 12" (E) INV IN:829.37 12" , E) INV OUT:829P2I112' INV IN:828.33 �2" (E) INV IN:828.62 12" (E INV IN:828.87 1`2" (E) INV OUT:829.27 1 (W) I I INV OUT:828.2, 12" (N) INV OUT: 828.52 12"1W) INV OUT: 828.7112" (W) INV UT:829.02 12" (V1h � N STORM SEWER PLAN SCALE: V = 30' STORM PIPE TABLE U/S STR. D/S STR. PIPE DIA. PIPE LENGTH U/S INV. D/S INV. SLOPE MATERIAL ST-1 ST-2 12" 25' 833.75 833.65 0.40% RCP ST-2 ST-3 12" 103' 833.55 833.10 0.44% RCP ST-9 ST-4 12" 10' 834.15 834.05 0.99% RCP ST-8 ST-9 12" 25' 834.40 834.25 0.60% RCP ST-13 ST-14 18" 42' 828.70 828.62 0.19% RCP ST-14 ST-15 18" 48' 828.52 828.44 0.17% RCP ST-17 ST-18 21" 49' 827.81 827.73 0.17% RCP ST-15 ST-16 18$' 49' 828.34 828.25 0.19% RCP ST-23 ST-24 12" 49' 828.77 828.62 0.31 % RCP ST-20 ST-21 12" 48' 829.52 829.37 0.31 % RCP ST-21 ST-22 12" 49' 829.27 829.12 0.31 % RCP ST-22 ST-23 12" 49' 829.02 828.87 0.31 % RCP ST-19 ST-20 12" 42' 829.75 829.62 0.31 % RCP ST-10 ST-11 6" 52' 830.32 829.80 1.00% PVC ST-12 ST-13 15" 71' 829.11 828.95 0.23% RCP ST-7 ST-IN 24" 9' 827.02 827.00 0.23% RCP ST-18 ST-5 21" 63' 827.63 827.52 0.18% RCP ST-24 ST-25 121) 63' 828.52 828.33 0.30% RCP ST-25 ST-6 12" 30' 828.23 828.14 0.30% RCP ST-5 ST-6 24" 16' 827.27 827.24 0.19% RCP ST-6 ST-7 24" 9' 827.14 827.12 0.23% RCP ST-3 ST-4 12" 91' 833.00 832.55 0.49% RCP ST-4 ST-5 12" 24' 832.45 832.30 0.63% RCP CO-3 ST-5 8" 14' 834.23 834.03 1.44% HDPE CO-1 ST-12 12" 3' 829.38 829.36 0.69% HDPE ST-16 ST-17 181$ 49' 828.15 828.06 0.19% RCP ST-11 ST-12 12" 63' 829.55 829.36 0.30% RCP CO-2 ST-17 18" 8' 827.91 827.89 0.27% HDPE ST-OUT ST-26 24" 26' 823.79 823.67 0.47% RCP ST-26 ST-27 24" 56' 823.57 823.30 0.48% RCP Station -0+50 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 85 50 ILL] w -OU45 84 .-. _� L L^i.l W LJ Z N I'O I� N= 00 0 toC,4N r- LiJ v 00 N � 00 Do Ln N N Do Do Do DO ^. Do 00 - Ln Ln 00 o� c,4 a"o r z O - > > 00zZ 6 > > O > v 00 .-..... LLJ v 00 M c0 O N N N 00 DO d) N Din � Ul DO � Z Z - Z O ^ v O LiUL) 10� � 4 2 00 Z > > � Z Z Z 84 O N cfl O N00 r7 00 (C) LJLJJ N 06 ND0 I r7 ao a0Z U > > 40 V) L Doom Ni 0o O (14 Iri00 • N 00 �OOZ c 5 > > D0Z ZO U>> ~- - Of N 00 Cf)00Z 3 > > > NH- - �- - U > > �z z 83 o' 35 G. .B.R. G.B.R. G.B.R. 4 1111-144 G.B [�.R"R" .B.R. 52' of 6"P VC ®1.000 30 82 63' of 12" RCP ® 0.30% 71' of 15" RCP @ 0.2 25 ' RCP ® 0.17% YDRAULIC 3RADE 49' of 18" RCP 1@ 0.19% LINE (T P) 48' of 18" RCP © 0.17% 49' of 21 82 -0 50 0+00 1 +00 2+00 3+00 4+00 5+00 6 20 00 STORMSEWER PROFILE G.B.R =GRANULAR BACKFILL REQUIRED SCALE: 1" = 30' (H): 1" = 3' (V) STORM STRUCTURE TABLE STRUCTURE NO. STRUCTURE TYPE CASTING CO-1 Cleanout Jay R. Smith 4251 CO-2 Cleanout Jay R. Smith 4251 CO-3 Cleanout Jay R. Smith 4251 EX. MH EX. MH EXISTING ST-1 INLET TYPE A R-3405 ST-2 INLET TYPE A R-3405 ST-3 INLET TYPE A R-3405 ST-4 STORM MANHOLE R-2502 ST-5 STORM MANHOLE R-2502 ST-6 STORM MANHOLE R-1772-A ST-7 AQUA -SWIRL BY MANUFACTURER ST-8 INLET TYPE A R-3286 ST-9 INLET TYPE A R-3286 ST-10 INLET TYPE A R-3405 ST-11 INLET TYPE A R-3405 ST-12 INLET TYPE A R-3405 ST-13 STORM MANHOLE R-2560 ST-14 INLET TYPE A R-3405 ST-15 INLET TYPE A R-3405 ST-16 STORM MANHOLE R-2502 ST-17 STORM MANHOLE R-2502 ST-18 STORM MANHOLE R-2502 ST-19 INLET TYPE A R-3405 ST-20 INLET TYPE A R-3405 ST-21 INLET TYPE A R-3405 ST-22 INLET TYPE A R-3405 ST-23 INLET TYPE A R-3405 ST-24 INLET TYPE A R-3405 ST-25 INLET TYPE A R-3405 ST-26 STORM MANHOLE R-1772-A ST-27 STORM MANHOLE R-1772-A ST-IN STORM MANHOLE R-1772-A ST-OUT Standard Standard ALL STORM MH AND INLET CASTINGS MUST BE PRE -STAMPED WITH AS PER HAMILTON CO. STANDARD DETAILS OPEN GRATE: "NO DUMPING -DRAINS TO WATERWAY" SOLID LID: "STORM SEWER" 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 require 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 -built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed 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. I\ I I \l V V V V I I U l J U V I U V V. Call before you dig. CARME7 'r E R PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer ////// B HUF ' No. 910023 STATE OF �p . 1�v !�DIANP�� 70*!' ///80/11111111 1 \\\ v By: Developer: P E D C O R DEVELOPMENT CO. Project: 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 WA V WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01 /30/2023 03/30/2023 Drawn By Checked By DBH RDM Last Revision Date: 03/30/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: STORM SEWER PLAN & PROFILES Sheet Number: C602