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Home My WebLink AboutC105 Site Utility Plan'fie ZION <<,11111■il1111111111■'%apinpje is e� �I�+e1�r� I- c" unnr ors. A .711� 4.4 miNINNIMEar, MEM eii 8` HOPE ROOF II I DRAIN 0 1.O% PI MIN, rithi ■lii�lii ■■e■ l MI ■e u ee �■eI tins ��mumm mO® ®IRI. 11Ww°101017744m41 z a 1 11" HDPE ROOF DRAIN 0 1.0% MIN. C. 6" HDPE ROOF DRAIN 0 1.0% MIN. ST 12222 0 HDPE ROOF DRAIN I 1.03: MIN. M I 44 NWda M ISM■S■■■E►N NErlNEMEN LIME MMl1r AN MIMI 6 PVC LAT. •O• 6" HDPE ROOF DRAIN 0 1 MIN ■��Ir��e��:riili�.�■��s��a. STM I PE ROO 0 1.0% MI STM STR #702 PAVED INLET NEENAH R -3405 TC= 795.51 INV= 792.75 4.. PVC Roof Droio 'S 1OWr? per Pions, not fLe/d ,erU ed' EXISTING BUILDING 289' OF 15" RCP 0 0. 1$ I IA1G .WALK INSTALL CONCRETE CRADLE STM STR #701 PAVED INLET (TWIN) NEENAH R-- 3501 -TL TC= 793.63 INV W= 791.01 INV E= 789.90 I0 co PL ROOF DRAIN. RDINATE W/ MBING. PROPOSED N. FIRE HYDRANT FIRE CONNECTION WITH DRAIN VALVE PROPOSED BUILDING EXPANSION C.E.S. #700 INV =789.35± STM STR 704 MANHOLE TC-- 796.00 INV =791 .79 INSTALL 5'x1D'x1.5' REVETMENT RIP RAP ON FILTER FABRIC INSTALL 5'x1O'x1.5' REVETMENT RIP RAP 014 FILTER FABRIC 59' OF 12 RCP 04.14% INSTALL 5'x 10'x1,5' REVETMENT RIP RAP ON FILTER FABRIC M NORMAL P 5M... 7 7 3 0 7 93.77 HDPE F DRAIN O 1.0% MIN. STM STR #708 PAVED INLET ("DIN) NEENAH R-3405 TC =795.40 INV= 792.40 INSTALL 5'x10'x1.5' EVETMENT RIP RAP ON FILTER FABRIC WET RETENTION BASIN TOP OF BANK=792.48 NORMAL POOL ELEVATION 789.35 100yr. FLOOD ELEVATION= 791.97 OUTLET INV= 789.35 Fiber Optic pull Box El: 791.52 PAVED INLET NEENAH R 3405 TC -.794.38 INV ■791.70 100yr FLOOD LINE INSTALL 5'x10'x1.5' REVETMENT RIP RAP ON FILTER FABRIC FO E N r 0 E ,I� E X 12` 51ee+ Pipe V STING 4IvAW G I G i Degree 0f Being E- 90 Tees 77 a Plugs 45" 7' 'Z2 -1/2' 3' 11 -1/4" 2' T8M #1 El: 797. 18 8" 10" 18" 14" 16" 18" 20" !4" 30" 35' 4' PRESSURE PIPE .]DINT RESTRAINT TABLE Length Of Pipe ro 06 Restrained In Each Direction From Of Bend Based On 750 P51 THS' Pressure 42' E E SG 3' 6 T' 58' 15' 7' 17' 8 /3' 80' 19 21' 9 10' Restrained Joints SholI Be Mechanical Joint With Rct.inor Glon.ys. 1.15 Pipe TR flex Joint System. US Pipe Field [OK Casket System, Or Equal. NOTE: [HC AE307f RESTRAINED JOINT LENGTHS ARE MINIMUM LENGIIIa THE DESIGN ENGINEER SHALL 0E7FRMINE IF LONGER LENGTHS ARf' HE01/jIR(1). CITY OF CARMEL STANDARD D E R S IA 95' 175' 24' 2Y'_ 72' 6. E fitlE: JOINT RFSTRAIN'T TABLE r d ,nQinoe "O•v D r or ..oa: L F.�.. I.�t E w East 1 31 st Street CITY OF CARMEL UTILITY PIPE INSTALLATION ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WATER UTILITY INDUSTRY AND THE AMERICAN WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CO ES AND REGULATIONS. FURTHERMORE: 1) ANY DAMAGE DONE TO THE CITY OF CARMEL UTILITY'S SYSTEM BY THE CONTRACTOR IMMEDIATELY BE REPAIRED, TO THE SATISFACTION AND DIRECTION OF THE CITY OF CARME AT HIS OWN EXPENSE. 2) SHOULD THE CONTRACTOR PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAIN HEREIN, HE SHALL SUBMIT SAMPLES AND /OR SPECIFICATIONS OF SUCH ALTERNATIVES TO THE CITY OF CARMEL UTILI BEFORE PROCEEDING. 3) NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB. D STRUCTION LIMITS F HIS AFFILIATES SHALL UTILITY 8Y THE CONTRACTOR CITY OF CARMEL UTILITIES 4) THE CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE PRESENT OPERATION OF THE EXISTING CITY OF CARMEL UTILITY'S WATER /SANITARY SEWER SYSTEM. IF ANY WORK INTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL UTILITY AND THE CONTRACTOR, THE CITY OF CARMEL UTILITY WILL RECEIVE PRIORITY IN SCHEDULING. CONSTRUCTION] LIMITS 15 OF 12" RCP PIPE EXTENSION CITY OF CARMEL WATER UTIUTY DEVELOPER INSTALLED WATER MAINS XSiT ALK STM STR 707 TC= 792.00 INV =739.35 7' OF 12" RCP PIPE EXTENSION 1) CONTRACTORS SHALL CALL CITY OF CARMEL UTILITY FOR AN ON -SITE PRE CONSTRUCTION MEETING BEFORE WORK BEGINS. CONTRACTOR MUST HAVE APPROVED PLANS ON -SITE AND ALL MATERIALS TO BE USED MUST BE APPROVED BY A CITY OF CARMEL UTILITY INSPECTOR. 2) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL UTILITY INSPECTORS DURING THE CONSTRUCTION OF THE WATER MAIN EXTENSION AND WILL HONOR THE CITY OF CARMEL UTILITY'S REQUEST FOR FIELD CHANGES IN MAIN EXTENSIONS RELATED TO LOCATION, WORKMANSHIP AND MATERIALS AS THEY RELATE TO CITY OF CARMEL UTIUTY STANDARDS AND SPECIFICATIONS. 3) THE CONTRACTOR WILL HAVE WATER MAIN EXTENSIONS PRESSURE TESTED PER CITY OF CARMEL UTILITY SPECIFICATIONS AND WITNESSED BY CITY OF CARMEL UTILITY'S INSPECTOR. 4) THE CONTRACTOR WILL CONDUCT THE DISINFECTION OF WATER MAIN EXTENSION, WITH DIRECT SUPERVISION BY A CITE' OF CARMEL UTILITY OPERATOR. 5) ONLY AFTER THE WATER MAIN EXTENSION PASSES THE CITY OF CARMEL UTILITY'S LABORATORY TESTING, AND TWO (2) SETS OF AS -BUILT PLANS HAVE BEEN TURNED IN TO THE CITY OF CARMEL UTILITY, WILL THE WATER BE TURNED ON BY THE CITY OF CARMEL UTILITY. Xfmr rn EI: 789 34 w 10 10 12" Rcp -El: 787.88 Xfmr I a" z CITY OF CARMEL UTIUTY STANDARDS NOTES: 1) ABSOLUTELY NO KENNEDY FIRE HYDRANTS OR VALVES ARE ALLOWED. 2) ONLY TYLER VALVE BOXES ARE ALLOWED. 3) DUCTILE IRON PIPE IN LENGTHS OF 20 FEET 15 THE ONLY LENGTH ALLOWED. 4) POSI -CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS, GENERAL NOTES: 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL /PLUMBING DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERAL, WATER SERVICE, ELECTRICAL /TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. PLAN NOTES: RE -ROUTE EXISTING WATER LINE AROUND PROPOSED BUILDING ADDITION. COORDINATE WITH ARCHITECTURAL DRAWINGS. FIELD VERIFY LOCATION OF EXISTING WATER LINE. INSTALL POSI -CAPS OR EQUIVALENT ON ALL PROPOSED WATER VALVES. TRACER WIRE MUST BE INSTALLED 12 -18" ABOVE PROPOSED WATER MAIN. 0 CONNECT PROPOSED SANITARY LATERAL TO EXISTING SANITARY MANHOLE. CORE EXISTING MANHOLE AT INVERT SHOWN ON PLANS. COORDINATE CONNECTION WITH MEP AND ACTUAL LOCATION OF MANHOLE. FIELD VERIFY DEPTH AND LOCATION OF EXISTING MANHOLE AND INVERT, COORDINATE ADJUSTMENTS WITH MEP. 0 CONNECT PROPOSED TELEPHONE LINE TO EXISTING TELEPHONE RISER. COORDINATE WITH TELEPHONE COMPANY AND ARCHITECTURAL DRAWINGS. RELOCATION SHOULD BE DONE AT THE SAME TIME AS CABLE. 0 CONNECT PROPOSED TELEVISION CABLE TO EXISTING CONNECTION POINT. RE -ROUTE EXISTING AROUND PROPOSED BUILDING ADDITION. COORDINATE WITH PROVIDER AND ARCHITECTURAL DRAWINGS. RELOCATION SHOULD BE DONE AT THE SAME TIME AS TELEPHONE. 0 PROVIDE TAP DOWNSTREAM FROM METER ROUTE 3" LINE WITH 2Ibs. OF PRESSURE TO THE MECHANICAL ROOM AS SHOWN. COORDINATE WITH GAS COMPANY AND ARCHITECTURAL DRAWINGS FOR CONNECTION. J STORM LATERAL CLEAN -OUT. O PROVIDE 18" VERTICLE CLEARANCE BETWEEN SANITARY /STORM SEWER PIPES AND ALL OTHER PIPES. CONCRETE CRADLE TO BE INSTALLED IF CLEARANCE IS LESS THAN 18 0 LOCATION OF STORM SEWER FORCE MAIN UNKOWN. PROCEED WITH CAUTION WHEN DIGGING AROUND L1FT STATION AND WHEN INSTALLING PROPOSED UTILITIES (STORM, SANITARY, GAS, CABLE TV, TELEPHONE) AND LANDSCAPE MATERIAL ON WEST SIDE OF BUILDING. 0 IRRIGATION VALVE TO BE RELOCATED. 1p NEW LIGHT POLE AND BASE. FIELD VERIFY LOCATION OF EXISTING UTILITY. RELOCATE UTILITY AS NEEDED. WM, WV, IRO 0 VIA O 0 LU 0 CO -892 Q STM 0 W CAS F.F.E. TC INV RCP CMP PVC STR. M.E.G. SSD TOC GUT OUL T TBM WV LEGEND EXIST. FIRE HYDRANT EXIST. WATER METER/VALVE EXIST. SIGN EXIST. MONITOR WELL EXIST. IRON PIN OR PK (SET /FOUND) EXIST. GAS METER EXIST, GAS VALVE EXIST, STORM INLET EXIST. STORM /SAN. /TELE. MANHOLE EXIST. ELECTRIC METER EXIST. POWER POLE EXIST. GUY ANCHOR EXIST. TELEPHONE PEDESTAL EXIST. MANHOLE EXIST. CLEANOUT EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE EXIST. CONTOURS PIPE END SECTION RIGHT -OF -WAY UNE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED 6" HDPE ROOF DRAIN PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION DRAINAGE FLOW ARROW WATER UNE GAS UNE FINISH FLOOR ELEVATION TOP OF (MANHOLE INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUIIEK OVERHEAD UTILITY LINE OVERHEAD TELEPHONE TEMPORARY BENCHMARK WATER VALVE 1" 40' !m!"1660!!!!!!! 0 20 40 80 -NOTE CARMEL UTILITIES DOES NOT SUBSCRIBE TO "HOLEY MOLEY" AND SHOULD BE CONTACTED DIRECTLY FOR ALL WATER MAIN AND SANITARY SEWER MAIN LOCATIONS. 1 -NOTE RUN WATER LINE AT 48" MINIMUM DEPTH. PROVIDE MINIMUM OF 10' HORIZONTAL 2' VERTICAL CLEARANCE BETWEEN WATER SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. Cal 1-100 -382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" MOYI A UIIOENONCIJFIX! PROTECIIMI SF1lNt' INC. CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLET'S, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 dr SCHMIDT ASSOCIATES Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204 -2126 317 -263 -6226 Fax: 317- 263 -6224 Project No. Project Date Produced Revision Date 2003 -032 1 W03.0545 04..16.2004 REVISIONS PER CARMEL TAC COMMENTS 07 -23 -2004 REVISIONS PER OWNER'S COMMENTS 08-11 -2004 ®I VISIONS PER OWNER'S COMMENTS 09-2-2004 These Drawings and Specifications, and all copies thereof are and shall remain the property and cap tight of the Architect. They shall be used only with respect to this Project and are not to be used on ony other Project or Work without prior written permission from the Architect. \tttf f l l l!!!lt1l7,i HtN GIST Vii q'L N0. 10200392 -v STATE OF /OHAL E‘ \NN .y /I IIiII1i tin Ok 7 IIC Q JAMES K. SHINNEMAN P.E. 10200392 w 0 0 0 0 00 N ep z 0 z C1 kra 0 crl 00 '.0 '0 00 W rx Ix E••� 0 r71 a. Q U A 44 r4 vl 5 L z w i===- c� C105