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HomeMy WebLinkAboutC604 STORM SEWER PLAN & PROFILES/ z 0 TR. ST-1 . 837.40 INV 0 :83 5 12" (S) 1833 TR. ST-2 ,61 i INV 5 1��1 N) \ I V OUT 833 5 X2" �S) , II F_ \� W CO, I II �I II Z III QLd I R. ST-3 II T. . 838.06 I�1V N: 33.1 12" (N) IN OIL T:I 33. 12" (S) II I I S R. ST-4 I I V T.C.838.58 $4.0 12" (S) I V Ill: 2.5 12" (N) INVI OUT-�% I 4 I 12" (E) I - ST IR. . ST-9 NV IJI T.C. 1}} 83�.2 838.17 12" (S) INn/ UT� IISTRIA 834.1 12" (N) T-8 .C. 828.15 INV OUT: 8 5 12"S*) ST-61 I.C. 838.0 INV I :8 4 24" (N 1 :1� 14 12" (SI 4NV 0 T:82 f 4 24' (Et� K h i I ■ b,ricf( column V VIV A TI . ST-5 I " T. . 837.20 .C. 838.22 FINV IN:827.73 2 (E) INN IN:832.30 12" W) INV OUT:827.63 21" (W) INV `IN: 834.03 8" ( STR. T-17 INV IN\827.52 21" ( T.C. 36.25 INV OUT\827.27 24" :828.06827.89 INNVIN 18 (NE) 1 INVEPUT:827.81 " (W)1/ ❑■ STR. ST-25 T.C. 838.10 INV IN:828.33 t/2" (E) INV OUT:828.2, 12" (N) � F.=835.0. / ♦ i ♦ '[F.FW.E=8' ST ST-16 T.C. 835.20 INV IN:828.25 18" E) INy OUT:828.15 18 (' Metal Grate w/Controls / F_ \ CP TR. ST-10 \ \� T:C 833.27- - �s IN0*T: 8'30.3�1 6" �) T O _832- 1 W IL I � 1 El I I SV. ST-h 2 T.C. 833. 0 INV IN: 829.3612" (W) INV IN: 809.361 12" ((�)� 1 INV OUT: 829.11115" ($) I I R. S -13 STR. ST- C. 8 3.2 C. 8341 IN:82 .95 1 ) NV IN ll�94U4T:4�5(� 118 W) / IINV OUT: 28.34/18" (WI) \ - i - 7 STR. ST-24 STR. ST-23 22 STR.426 TR. ST-21 I T. C. 834.50 T.C. 837.25 T.C. 836.31 II T.C. / INV IN:829.37 12" E) INV IN: 828.62 12" (E INV IN:828.87 1"" (E) INV I 829.12 12" (E) INV OUT:829.27 , 1 (W) INV OUT:828.52 12" W) INV OUT:828.71 12" (W) INV %T:829.02 12" (N%� N STORM SEWER PLAN SCALE: V = 30' co I \ I I STR. ST-201 T.C. 833.72 INV IN:829.6� 1 INV OUT: 829.152�1 II I II u 4 i/ 0 w J 0 M 0 Z 0 ►7 ■ ■ I I I 71 S -27 C. 3 .28 I 1 . 23.30 2 (S) :P D 30" CP I Drainage MH Rim 832 39 vert(E)=8ZO.77 STR. T-26 T.C. 33.59 INV 1 :823. 7 4" (W ' INV T:82 .57 24"CID )� STR. T.C. 33. INV U 9.75 2" (W) ■ ■ Pt, Station Station -0+50 0+00 1+00 -0+50 0+00 1+00 1+25 85 50 85 850 84 45 84 845 CV CV 00 M N r �... F- (n 00 � 00z oD N N F- cn > in ' z F Z Z L, Ln o Ln 84 U)DOZZ 40 84 840 �C3>> `�~ z Z > - O I-) DO DO N r- N 00 p NJr) ' i Do DD � 00 I")N N N N G.B.R. "' z W 00 z o Do z > > - � �, r-r, 83 LINE (TY) 35 (2)83 835 O O o 10' of 12" RCP ® 0.99% 83 30 83 30 G.B.R. SEE DETAIL ON SHEET - C803 FOR INCOMING PIPES FROM G.13.R. STORMTECH 82 25 825-- PERIMETER SSD INV. 825.95 82 20 82 20 -0 50 0+00 1 00 -0 50 0+00 1 +00 1 25 STORMSEWER PROFILE G.B.R =GRANULAR BACKFILL REQUIRED SCALE: 1" = 30' (H): 1" = 3' (V) 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 12" 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 18" 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 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 ♦, I U V V. Call before you dig. CARME7 TER PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer %� STfRF .%'l19 No. 910023 -01 STATE OF -0-- N V . pNA ' /////////llllllll 1 \\\\\\\ 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 WAV 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: C604