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HomeMy WebLinkAboutC401 UTILITY PLANSTORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE I.D. 621 611 603 602 DOWNSTREAM STRUCTURE I.D. 601 601 602 601 LENGTH OF PIPE 26 LF 218 LF 206 LF 113 LF PIPE SIZE / TYPE 12" RCP 12" RCP 12" RCP 15" RCP SLOPE % 0.39% 0.46% 0.32% 0.31% UPSTREAM PIPE INV. 895.10 896.40 895.80 895.05 DOWNSTREAM PIPE INV. 895.00 895.40 895.15 894.70EEEEEEEEEEUS 421 (MICH ICAN ROAD) N85°28'09"E 387.12'S20°32'51"E 151 .67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADPROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDO NOT ENTERSTOP DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY ATM 6''SSL 6''SSL 6''SSL 6''SSL 6''SSL 611 601 621 603 602 6''W 6''W 6''W 6''W 6''W 2''W 2''W 2''W 6''W 6''W 6''W 6''W 6''W 6''W GAS METER GG G G G G G G G PIV U G E UGEW W W FFE:901.75 98.7' 55.4'61.6' 55.4' E1 E2 G1 G2 SS1 SS2 SS2 SS2 SS2 SS5 INV:897.5 INV:892.5± SS4 INV:896.4 SS5 INV:895.8 SS4 INV:895.2 SS6 SS6 W6 W7 W4 W5 W3 W1 W2 ST5 UDUDU D UDUDU D UDUDST2 ST2 ST2 218 LF OF 12" RCP @ 0.46% 26 LF OF 12" RCP @ 0.39% 113 LF OF 15" RCP @ 0.31% 611 RIM: 900.06 603 RIM: 899.75 601 RIM: 899.15 602 RIM: 899.05 621 RIM: 898.73 INSTALL CURB STOP WITH CURB BOX PER CARMEL WATER STANDARD DETAIL CW4-1.W4 W8 W9 206 LF OF 12" RCP @ 0.32% STORM STRUCTURE DATA TABLE STRUCTURE I.D. 601 602 603 611 621 RIM ELEVATION 899.15 899.05 899.75 900.06 898.73 NEENAH CASTING DESIGNATION R-1772 R-3286-8V R-3286-8V R-3286-8V R-3286-8V INFLOW INV, SIZE, (DIRECTION), [UP STR.] INV:895.40 12" RCP (E)[611] INV:895.00 12" RCP (SE)[621] INV:894.70 15" RCP (N)[602] INV:895.15 12" RCP (E)[603] INV:896.50 6" HDPE (NE)[] INV:896.50 6" HDPE (SE)[] INV:897.50 6" HDPE (SW)[] INV:897.50 6" HDPE (SE)[] INV:897.50 6" HDPE (NE)[] INV:897.50 6" HDPE (NW)[] INV:895.70 6" HDPE (NE)[] INV:895.70 6" HDPE (W)[] OUTFLOW INV, SIZE, (DIRECTION), [DOWN STR.] INV:894.00 24" RCP (SW)[] INV:895.05 15" RCP (S)[601] INV:895.80 12" RCP (W)[602] INV:896.40 12" RCP (W)[601] INV:895.10 12" RCP (NW)[601] DESCRIPTION & NOTES EX. MH. ADJUST RIM TO FINISHED GRADE. REPLACE MH SECTION AS REQ'D. 2'x2' BOX 2'x2' BOX 2'x2' BOX 2'x2' BOX (EXISTING PIPE TO REMAIN) 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: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400 CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. PRELI MI N A R Y NOT F O R CONS T R U C TI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C401 UTILITY PLAN 1.REV PER CARMEL TAC 2/3/2023 AF AF AF KG 00 20'40' SCALE: 1" = 20' N 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 - SANITARY CLEANOUT, TYPE 3 PER TRICO SANITARY DETAILS, SEE PLAN FOR INVERTS SS6 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. W2 WATER - PR. 6" FIRE SERVICE TAP AND ISOLATION VALVE ON EX. 12" MAIN PER CARMEL WATER STANDARDS. W3 WATER - 2" DOMESTIC TAP ON EX. 12" 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. W8 WATER - 6" HYDRANT ISOLATION VALVE ON FIRE SERVICE LINE W9 WATER - PROPOSED FIRE HYDRANT PER CARMEL FIRE DEPARTMENT AND CARMEL WATER STANDARDS. 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: 2/3/2023 10:23 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C401.DWG, LAYOUT: C401