Loading...
HomeMy WebLinkAboutC603 STORM SEWER PLAN & PROFILES- � r.rl t=834.81 I e b� -- - J; / fenc column / ® 1 I I TR. ST-1 ` �- I 1 - - - 834 _ 837.40 v 1 85 -------- - - INV 0 :83 5 12" (S) I - ---- _ - -- u� _ \ Iw �� �� w 00 TR T. C 833.27 \ I OR)T: 0.3� 6" -� - - - 00 STR ST- 61 + \ _832_ I I I I l INV I I833 5 1v2 �(N) I V OUT 833 5 �2" (S) l I I I II I to I I Do I I 13 I \ �� � a � I � � / � I � I �I III I I D 0 I w Q \ �� � I ❑ I � a I I SV. ST-h 2 Z O \ I INV IN: 829.3 6� 18" (W) Q _ \ _ I INV IN:829.36 12" ( ) Q I IIT.C.R838.06 1 INV OUT: 829.11I15" () I�V N: 33.1 12" (N) INW 0 T' 33. 12" (S) 1 91 9 I I TP. ST-5 I T. 837.20 I I R. S -13 .C. 838.22 I INV IN:827.73 2 " (E) I � ST S -27 I I J INN IN:832.30 12" W) INV OUT:827.63 21" (W) I �TR. ST-C' 8 3'2 T.C. 33.28 I IN:820 95 1 ) INV 23.30 24" S INV Ill: 834.03 8" ( STR. T-17 STR ST-16.C. 8j 4. T 8 W) 4 RCP 30" RCP ) S ST-4 INV IN\827.52 21" ( T.C. 36.25 T.C. 835.16 INV IN.� .�4'1�( 1 / D \ T. 838.58 I INV OUT' 827.27 24" INV IN:828.06 1 " (E) INV IN: 828.25 18" E) IINV OUT: 28.34�18" (WI) ` Drainage I \ I V I : �$4.0 12" (S) N INV IN: 827.89 18 (NE) INy OUT: 828.15 18 (W1 i Rim=age / J I V I T 2.5 12" (N) ` INV�UT:827.81 2 (W) / Invert(W)= 22I.66 INVIOUT-J 2.4 12" (E) I _I Invert(E)=8 0 77 a 4 i TR' o i ElCI I ❑ WI '..... __ � LL STR. ST-9 I 28. 2 18" ( ) T.C.838.17 S OU I II NV If�1�834.2 12" (S) IN 0 T: 23. (E 1 INV U11*STR) 831.1 12" (N) / STR. T-26 4 (E) T.C. 33.59 T-8 / INV :823.67 24 (W) C. 8 8.15 I' INV 0 T:823.57 24" (N)�I INV OUT: 8 12"SG). ST-6I _ _ _ I� IN : 4 24'8(N1 II I / I I ISTR. ST-1 T.C. 833.2 ' I N:1� 14 12" (SJ / I / / STR. ST-201 INV OUT:8 9.75 12" (W) NV 0 T:82 4 24'-(Etj XTR. ST-21 T.C. 833.72 � STR. ST-25 � STR. ST-24 STR. ST-23 I STR. $T-22 .C. 834.50 I INV IN:829.6� 1�2" () � I T.C. 838.10 T.C. 837.25 T.C. 836.31 T.C. 8f35.26 1 / II INV I :829.12 12" (E) � INV IN:829.37 12" , E) INV OUT:829P2 12' INV IN:828.33 �2" (E) INV IN:828.62 12" (E INV IN:828.87 1`2" (E) 1 INV OUT: 829.27 1 (W) I IINV OUT:828.2, 12" (N) INV OUT: 828.52 12" W) INV OUT:828.77� 12" (W) INV UT:829.02 12" (V1i) N STORM SEWER PLAN SCALE: V = 30' Station -0+50 0+00 1 +00 2+00 3+00 4+00 85 50 84 45 00 84CN 40 allCD 83 35 OW1 7711 1A V11;; /"/ 83 3046 82 25 82 20 ^^ w W N � N N � N w N N N N � � I� � N DO � N ONO � � � � DO (n M Z w ....N N NMI � c0N NaOZ 0 �U> > � Z � �U>> > (nHZZ Z N N � � � N NOS N N N � Ln 00 �aOZ � > (n~- - ~ (n Z Z In N � N N� � DO ONO (n� � U > ON Na0 O O N�aT N O ONO ADO Z - 0' U > Z O > �~- �o N�z z Nam- - �Z (n�Z Z G.B.R. G.B.R. G.B.R. G.B.R. G.B R. G.B.R. ' o H DRAULIC GRADE 0 49' of 12" RCP © .31% LINE (TY) 49 of 12 RCP ®0 31% o 63' of 12" RCP 0.30% 30' of 12" RCP ©0 30% 0 50 0+00 1+00 2+00 3+00 4 00 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 STRUCTURENC. 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. C I\ I I V YV VV I I u l J Ll V I V VY . Call before you dig. ARME1 <'rER PEDCOR DESIGN GROUP LLC Architecture /Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer \\\\\\\ ...STfRF No. 910023 STATE OF By: IS, 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 MAYBE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY 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 Clete: 03/30/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: STORM SEWER PLAN & PROFILES Sheet Number: C603