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Home My WebLink AboutC402 STORM PLAN & PROFILELAKEFRONT COURT LAKEFRONT COURT////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED MEDICAL OFFICE BUILDING 1-STORY 8,100 SF 6.3' 62.8'46.4'71.1' 61.7'58.7'W W W W W WW W2''WUGE UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEGAS METER G G G G WWWWW20' BMP ESMT 20' BMP ESMT10'3.7'PIV 188 LF OF 12" RCP @ 0.41% 8 LF OF 12" RCP @ 0.75% 24 LF OF 12" RCP @ 1.12% SLOPE 603 602 601 ex4 ex5 FFE:843.0083.2'53.2' 60.1' 49.6' 23. 6 '11.8'50.0'63.5'19.4'PROFILE: PR STORM STR 603-ex4 825 830 835 840 845 850 855 860 825 830 835 840 845 850 855 860 0+75 1+00 1+00.00 1+50 2+00 2+50 2+98.00 3+00 3+06.20 3+39.86 3+50843.45841.682+00842.66841.82842.02841.593+00840.93841.46STORM STR ex4INV(W):834.41 (12" RCP)INV(E):834.26 (18" RCP)RIM:836.91STORM STR 601INV(W):834.77 (12" RCP)INV(E):834.67 (12" RCP)RIM:840.38STORM STR 602INV(W):836.43 (12" RCP)INV(E):834.83 (12" RCP)INV(NW):838.50 (6" HDPE)INV(S):838.50 (6" HDPE)INV(N):836.00 (8" HDPE)RIM:840.98STORM STR 603INV(E):837.20 (12" RCP)INV(N):838.30 (6" HDPE)INV(SE):838.30 (6" HDPE)INV(NE):838.00 (8" HDPE)RIM:840.88TOP OF PIPE: 830.15 INV. 829.49 8" PVC 18" MIN.PR. ELECTRICPR. FIREPR. GAS18" MIN.CORE DRILL AND CONNECT NEW STORM TO EX. STRUCTURE PER CARMEL ENG. STANDARDSEX. GAS24 LF OF 12" RCP @ 1.12% 8 LF OF 12" RCP @ 0.75% 188 LF OF 12" RCP @ 0.41% HYDRAULIC GRADE LINE, 10YR DESIGN STORM PROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: LAKEFRONT COURT 2 CARMEL SCIENCE & TECHNOLOGY PARK DAVID RAUSCH STUDIO 170 S. MAIN STREET ZIONSVILLE, IN 46077 5/18/2022 2204001 LAKEFRONT COURT CARMEL, INDIANA 46032 HAMILTON COUNTY NW 1 4, S36 , T18N, R3E SHEET NAME SHEET NO. PRELI MI N A R Y NOT F O R CONS T R U C TI O N ©2022 FRITZ ENGINEERING SERVICES, LLCC402 STORM PLAN & PROFILE 1.REV PER TAC COMMENTS 7/7/2022 AF AF AF KG 00 20'40' SCALE: 1" = 20' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTE: THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELY OWNED. STORM SEWER SYSTEM NOTE: 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. STORM SEWER NOTES: 1.ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443. 2.18" OF VERTICAL SEPARATION SHALL BE MAINTAINED FOR ALL UTILITY CROSSINGS. CONSTRUCTION LIMITS / PROJECT DISTURBANCE LIMITS LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 PRINTED BY: Ashton FritzDATE: 7/8/2022 3:07 PMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2204001 - LAKEFRONT COURT 2\02 CIVIL\PLANS\C401.DWG, LAYOUT: C402SURVEY CONTROL & BENCHMARK DATA: STATE PLANE INDIANA EAST, US FOOT, NAD83, CORS96 SITE BENCHMARK: TBM #1, PT 702, MAGNAIL SET IN SIDEWALK NEAR SW CORNER OF SITE N: 1718211.48 , E:194433.70 ELEV = 841.99 (NAVD 88) 4'± SOUTH OF SOUTH PROPERTY LINE & 13'± EAST OF WEST PROPERTY LINE. ORIGINATING BENCHMARK FROM SURVEY: NORTH CORNER OF THE SW 1 4 OF SECTION 36, TWP 18N, RANGE 3E, DATED 07-11-2007, #5 REBAR AT TOP OF BANK SHOWN ON SECTION CORNER NUMBER 18033617 N: 1717824.498, E: 195125.875, ELEV=833.683 SURVEY DATA PROVIDED BY AXIS SURVEYING, JOB #1-24329 TBM #2, PT 704, MAGNAIL SET TO SOUTHEAST OF SITE N: 1718176.21 , E:194683.12 ELEV = 838.25 (NAVD 88) 10'± SOUTH OF SOUTH PROPERTY LINE & 46'± EAST OF EAST PROPERTY LINE.