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HomeMy WebLinkAboutC401 SITE UTILITY PLANLAKEFRONT COURT LAKEFRONT COURTCARM E L D R I V E //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// DUMPSTER ENCLOSURE PROPOSED MEDICAL OFFICE BUILDING 1-STORY 8,100 SF 48.7'8.4'6.3' 62.8'46.4'71.1' 61.7' 3.7'21'58.7'W W W W W WW W2''WUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEGAS METER G G G G WWWWWUDUDUD UD20' BMP ESMT 20' BMP ESMT10'3.7'18.3' PIV GENERATOR 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:843.00 E1 E2 G2 G1 SS1 INV. 838.0 SS2 SS5 ST2 W1 W1 W2 W3 W6 W5 W4 UX TRENCHLESS FIRE SERV I C E INSTALLATION REQUIRE D FOR 37.53'± 45° 45° 45° 45° E3 UX ST3 ST3 ST3 ST3 ST3 ST3ST3 ST3 83.2'53.2' 60.1' 49.6' 23. 6 '11.8'50.0'63.5' ST4 ST4 ST4 ST4 19.4'SS4 INV. 838.0 SS3 INV. 829.2± W7 UX E4 E4 E4 E4 STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE I.D. 603 602 601 DOWNSTREAM STRUCTURE I.D. 602 601 ex4 LENGTH OF PIPE 188 LF 8 LF 24 LF PIPE SIZE / TYPE 12" RCP 12" RCP 12" RCP SLOPE % 0.41% 0.75% 1.12% UPSTREAM PIPE INV. 837.20 834.83 834.67 DOWNSTREAM PIPE INV. 836.43 834.77 834.41 STORM STRUCTURE DATA TABLE STRUCTURE I.D. 601 602 603 RIM ELEVATION 840.38 840.98 840.88 NEENAH CASTING DESIGNATION BY MANUFACTURER R-3010 R-3286-8V INFLOW INV, SIZE, (DIRECTION), [UP STR.] INV:834.77 12" RCP (W)[602] INV:836.43 12" RCP (W)[603] INV:838.50 6" HDPE (NW)[] INV:838.50 6" HDPE (S)[] INV:836.00 8" HDPE (N)[RD-E] INV:838.30 6" HDPE (N)[] INV:838.30 6" HDPE (SE)[] INV:838.00 8" HDPE (NE)[RD-W] OUTFLOW INV, SIZE, (DIRECTION), [DOWN STR.] INV:834.67 12" RCP (E)[EX4] INV:834.83 12" RCP (E)[601] INV:837.20 12" RCP (E)[602] DESCRIPTION & NOTES AQUASWIRL XC-4 48" DIA. MH 2'X2' BOX INLET NOTE: ALL STORM SEWER CASTING FOR MANHOLES AND INLETS SHALL HAVE BE PRE-STAMPED WITH AN APPROPRIATE MESSAGE PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS. 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, LLCC401 SITE UTILITY PLAN 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. EXISTING RIGHT OF WAY NOTE: DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. STORM SEWER INLET NOTE: ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. STORM SEWER SYSTEM NOTE: ALL PROPOSED STORMWATER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIN THE PROJECT LIMITS SHALL BE PRIVATELY OWNED AND MAINTAINED. EXISTING CONDITIONS NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. CONSTRUCTION LIMITS / PROJECT DISTURBANCE LIMITS KEY NOTES: E1 ELECTRIC - NEW TRANSFORMER, COORD. NEW SERVICE LINE WITH MEP PLANS AND POWER COMPANY. E2 ELECTRIC - SECONDARY CONDUIT, COORD. WITH MEP PLANS FOR SIZE AND CABLE REQUIRED. E3 ELECTRIC - COORDINATE POWER METER, DISTRIBUTION ONSITE WITH MEP/SITE ELECTRICAL PLAN. E4 ELECTRIC - ONSITE LIGHTING POLE/FIXTURE. REF. SITE LIGHTING PLAN. POLE BASE SHALL BE SETBACK A MINIMUM OF 30" FROM FACE OF CURB WHERE ADJACENT. G1 GAS SERVICE LINE, COORD. SIZE & LOCATION WITH MEP PLANS AND GAS CO. G2 GAS METER, COORD WITH MEP PLANS & GAS CO. SS1 SANITARY - BLDG. CLEANOUT, TYPE 1, PER TRICO SANITARY DETAILS, SEE PLAN FOR INVERTS SS2 SANITARY - 6" SDR 26 PVC LATERAL @ 1.04% MIN. SS3 SANITARY - CONNECT NEW LATERAL TO EXISTING STUB PER TRICO SANITARY STANDARDS. FIELD VERIFY EXACT LOCATION AND DEPTH OF EX. STUB PRIOR TO CONSTRUCTION. SS4 SANITARY - SANITARY CLEANOUT, TYPE 2 PER TRICO SANITARY DETAILS, SEE PLAN FOR INVERTS SS5 SANITARY - EXISTING SANITARY SEWER STRUCTURE/MAIN TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. ST1 STORM - PR. STRUCTURE, REF. STORM STRUCTURE TABLE ST2 STORM - 20 LF 6" PERFORATED UNDERDRAIN AT 1% TOWARDS INLET ST3 STORM - ROOFDRAIN CLEANOUT. REF. MEP PLANS. ST4 STORM - 8" HDPE N12 ROOF DRAIN PIPE AT 1.0%. SEE PLAN FOR LENGTH. CONNECT TO DOWNSTREAM DRAINAGE STRUCTURE AS ILLUSTRATED. ST5 STORM - CORE DRILL AND CONNECT NEW STORM PIPE TO EX. INLET PER CARMEL STORMWATER STANDARDS. W1 WATER - PR. 2" DOMESTIC SERVICE WITH METERS INSIDE BLDG. COORDINATE SIZE/LOCATION WITH MEP PLANS. REF. DETAIL ON THIS SHEET. W2 WATER - PR. 2" TAP AND ISOLATION VALVE ON NEW PRIVATE FIRE SERVICE PER CARMEL WATER STANDARDS. W3 WATER - TAPPING SLEEVE, VALVE & BOX ON EX. 8" MAIN. W4 WATER - 6" PVC C900 PRIVATE FIRE SERVICE LINE. W5 WATER - REMOTE FIRE DEPARTMENT CONNECTION. COORDINATE CONNECTION SIZE/TYPE WITH CARMEL FIRE DEPT. COORDINATE SERVICE LINE SIZE WITH FIRE SUPPRESSION DESIGN/MEP PLANS. W6 WATER - EX. FIRE HYDRANT. W7 WATER - POST INDICATOR VALVE ON PROPOSED FIRE SERVICE LINE PER CARMEL WATER AND CARMEL FIRE DEPARTMENT REQUIREMENTS. UX UTILITY CROSSING, APPROX. LOCATION SHOWN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EX. UTILITIES WITHIN AREA OF WORK PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS FOUND. NOTES: 1. UTILITY CROSSINGS UNDER EX. PAVEMENT SHALL BE BORED OR JACK & BORED. OPEN CUTS SHALL BE AVOIDED. 6XX 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: C401