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Home My WebLink AboutC601 STORM SEWER PLAN & PROFILESCARME7 'r E R PEDCOR DESIGN GROUP LLC Building / ----' F.F.E=834.8 / I I e} l _ b� / nc I L- column � s88o Q 829.0 I I BUSH / I 8 T T 0 R I 0/ I I _ I 1 1 � I � � I I 837.40 � " - - � / I INV 1 :83 4 8" (E) _ `t 1 8 s l INV 0 - 12" (S) °D --_--_--- - -- n -833- - _ I I I Go �� `$TR. ST-16 n cps, -� - --�-"3 NJO T:8'0.3�?'�) TR. ST-2 �_- _i __- -11 -�, -- INV1 30. 1;' �N) IN I 83 0 8" (IE)INV I I ) I 01 330. 12" i w \ \ r� I � \I \0 I I --- / I I 00 0 N / w II � Z --I 1 / II I _ w f Q \ I` IM SV. ST-h 2 Z \ I INV IN: 829.36� 12" (Q) \ D I I _ R838.06 - INV IN:829.36 12" ( ) I 0 I T. r 1 INV OUT: 829.11I15" ($) 2 INV 1 9.5 12" (N) IN OUT:I 29.49 12$' (S) \ 1 \ I TI�. ST-5 T. 8I I T.-13 I T 3.20 � I I NV IN3827 73 2 (E) C. 8 C. 838.22 / T S -27 I INN IN:828.79 12" W) INV OUT:827.63 21" (W) I TR. ST 5 IN:898/95 1p" ( `IN: .0 1 3 I .33 23.30 24' I INV 834.03 8" ( STIR. T-17 STR ST-16 C. 8�4 BUT: 828�.70 18 ) T.C. 36.25 INV IN- 82 181 E I 4 CP (S) 30" CP T.0 838.58 I .44 INV IN�827.52 21" ( T.C. 835.20 ( ) � D _ I INV I : 44.0 12" (S) INV OUT• 827.27 24" INV IN: 828.06 1 (E) IN: 828.25 18" E) IINV OUT: 28.34�18" (WI) \ INV IN:827.89 18 (NE) Drainage MH I ` y OUT:828.15 18 (W LV Rim 832 39 IN 11: 9.0 12" (N) INVEPUT:827.81 (W) INV OU :8.9 12" (E) vert(E)=8 0.77 cc W ❑ � TR.' o \ I w IFT, o• Do STIR. ST-9 I I 28. '1 2 18" ( ) \ T.C. 838.17 4634.25OU NV 12" (S) S II 1 INV/ CU 834.1 12" (N) IN 0 T: 23. (E STIR T-26 III STR1 T-8idi C. 8 8.15 IN 7. 4 (E)IIT.C. C� LLJ±IF/ INV I 33.58 :823. 7 4" (W ' "S* ..... INV T:82 .5 24" )c INV OU :8 12 ST-61 Do I.C. I ' :8 .4"NJ / I T. RIN 33. IN N:1� 14 12" (SI 4NV 0 T:82 4 74"(E STIR. ST-20I / 3.72 STIR. ST-25 22 ATr I STR. ST-24 STIR ST-23 I STIR.426 INV 9.75 2" (W) II / 834.50 NV IN3829 6Y 1� T.C. 838.10 T.C. 837.25 T.C. 836.31 II T.C. / INV IN:829.37 12" , E) INV OUT: 829.52�12' INV IN:828.33 �2" (E) INV IN:828.62 12' (E INV IN:828.87 1`2" (E) INV 1 :829.12 12" (E) INV OUT:829.27 14" (W) IINV OUT:828.2, 12" (N) INV OUT:828.52 12" W) INV OUT: 828.7112" (W) INV T:829.02 12" (V� / N STORM SEWER PLAN SCALE: V = 30' Station -0+50 0+00 1 +00 2+00 3+00 3+50 85 50 T.C. 838.08 INV N:827.24 24' N S R. ST-7 .. v INV INV OUT: IN: 828.14 12 827.14 24' (S) I T. (E) I FIN 837.94 V IN:827.12 4" (W) S R. ST-5 84 �w v N In ai � N 0 IS N Dc INV IN:828.7 INV IN: 834.0 12" (W) 8" (NE) 45 Co 0D -0 INV INV IN:827.5 OUT:827.2 21" (E) 24" (S) v N w -- 7D ') M 00 00Do ") .. 00 _- 0 z z z STIR. ST-4 I.7 0 o M : 834.05 INV IN00 12" (S) 84 0 z 0 INV INV OUT:828.94 12" (E) 40 Z Z 777/ R. B.R. B.R. .B.R. 83 o G.B.R. 35 83 103' of 12" RCP @ 0.44 30 ° 11LIG GRADE P @ 0.49% 82 82 -0 L NE (TYP) 24' of 12" RCP @ 0.63 ° 25 20 50 16' of 24" R P @ 0.19% 9' of 24" RCP @ 23% 9' of 24" R P @ 0.23% 50 0+00 1 +00 2+00 3+00 3 STORM SEWER PROFILE SCALE: 1" = 30' (H): 1" = 3' (V) G.B.R = GRANULAR BACKFILL REQUIRED STORM PIPE TABLE U/S STIR. D/S STIR. PIPE DIA. PIPE LENGTH U/S INV. D/S INV. SLOPE MATERIAL ST-1 ST-2 12" 25' 830.24 830.14 0.40% RCP ST-2 ST-3 12" 103' 830.04 829.59 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' 829.49 829.04 0.49% RCP ST-4 ST-5 12" 24' 828.94 828.79 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 31-17 10 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 ST-29 ST-1 8" 66' 831.00 830.34 1.01 % PVC Pipe ST-28 ST-2 8" 23' 833.83 833.60 1.00% PVC Pipe 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 STORM MANHOLE R-2501 ST-2 STORM MANHOLE R-3010 ST-3 STORM MANHOLE R-3010 ST-4 STORM MANHOLE R-2501 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 TRENCH DRAIN See Detail 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-28 TRENCH DRAIN See Detail ST-29 TRENCH DRAIN See Detail ST-IN STORM MANHOLE R-1772-A ST-OUT OUTLET CONTROL MANHOLE R-1772-A 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. Architecture / Project Management: By: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: TfR�o �19 No. 910023 STATE OF :.•- LN 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 WAY 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 05/04/2023 Drawn By Checked By DBH RDM Last Revision Date: 03/30/23 - CARMEL REVIEW 05/04/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: STORM SEWER PLAN & PROFILES Sheet Number: C601 Call before you dig.