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HomeMy WebLinkAboutC411 - STORM PLAN AND PROFILEV J m JJ4 - a 3 J 3 8" pw R N Z > N N �m N� 00 0 A r I- O O Or Z ?M A C A min J � Z 0 x C 73 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City GF Camel ((�� DATE: 06/07/19 _ J- _® � I 8" IR' Sr��k, - e�m L _wAn I 1$ a ly Ia IA - I I I I I I I m I I I R I t I I o ° O_ I I V ° //� Z / O j mm m STORM SIR 107� TR: 786.00 Ka STORM S1R 108 TR:783 96 g 0 I� I I `�--� NOOTD'GO"E - 3761 NGOWleW - 376.24' to' U.E. I STORM STR 104 2`oV£�11 �'» IIv1�I_o ji N '-i-' I I mI ti k 1 t I I 4 T I Im I D It » -Oil ail 0i 1 IN In m1 :I I_ EI Ii i rrsi ; 4111--� , tr�r.r�w ♦ ris- 1 I I ♦ v ♦pI 15' BUFFER ♦- L. - _____�` � I T E a I ;163; 4bB.S.L °» Ip Irn I, ZI Qi I I D Iad I +lav I I I I •' » _ �m0 'r >: O robow STORM STR 10IN 785.60 0 M 118 �O m =UGE I I 1 'I, I I I. ♦� a I I I no WINK A do LHQIa jTYH I I = 1 I I I I I I <s O MM 2 u` 1 I I I I 1 I ® I I I I �p 15 1+00 _ 2+00 B'Itl,S.L. I 11 (p) I 1 O o l (M) B.S.L. STORM STR 103'-- ' - e TR: 784.84 I M STR 101 I n II ' I 1R: 786.14 I r co' La La F ' 'm �� ii 0 m II R ........�S-glt . .........;�.. o STORM STR 102 Im Im y II D 111786.34 lin (n t 3 )aH 10) 3' I z t mpar Ininn � tIRS to II O i Ju q u > ITTr rp J' 0 {�, , � ii N PROPOSED STORM — 2 EXISTING LEGEND rp 19 AIR CONDITIONER b POWER POLE BEEHIVE INLET 0 RIGHT OF WAY MONUMENT ® BUSH '& SPRINKLER CONTROL VALVE ® CURB INLET SIGN O CLEAN OUT © SANITARY MANHOLE T Q DRAINAGE MANHOLE A TEMPORARY BENCH MARK m ELECTRIC METER BOX $ TELEPHONE PEDESTAL iE} ELECTRIC PEDESTAL R TRANSFORMER 'I )E( ELECTRIC CROSS BOX a TREE FIRE HYDRANT O TRAFFIC POLE HEALTH Y ® GAS METER ® TV HANDHOLE ® $ INLET TV PEDESTAL a fY LIGHT POLE M WATER VALVE an MAILBOX ¢ YARD LIGHT QyM MANHOLE otr OVERHEAD TRAFFIC LINE # PINE • w POST m BENCHMARK DATA equily. 9 my BENCH INFORMATION (88 DATUM) AN FOR BASE y900 Commercial Real Estate Solutions® 9 �51 USED OPUS SOLUTION 04752980.18o ■ m ASI BASE 900 ELEV: 783.41 � ASI TBM 90 �r OOB O1 WE CUT SQUARE CONC BASE OF SW LIGHT POLE IN MEDICAL BUILD ]83KIN BUILDING PARKING LOT. .65 O AMERICAN W■ STRUCTUREPOINT ,9'O9 INC. no ASI TBM 91 ELEV: 787.38 -} 7260 BM1atlelantl SIAim Indianapolis, Indiana 48258 a TEL 31754] 55881 FAX 317.543.D27D www.structurepolN.com JIS- rap I x STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - 0 DRAINS TO WATERWAY _ W l 2. MANNINGS COEFFICIENT j B RCP in = 0.013 I,.mi g HDPE n= 0.012 n� u 3. THE GRANULAR BACKFlLL AREAS SHOWN IN PLAN VIEW 3 ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT E ' LIMITS OF GRANULAR BACKFlLL ARE BE DETERMINED IN THE R&D BY THE CONTRACTOR BASED ON TRENCH IAND AS DIRECTED BY THE AUTHORITY HAVING Intuitive Health � JURISDICTION. JURISS DICTION. - � Riverview Health 4. THE STORM SEWER WILL BE PRIVATE. i Urgent Care & Po Emergency Room » 5 GRANULAR SACKFUL REQUIRED. 14585 Hazel Dell Parkway Carmel, Indiana CONSTRUCTION LIMITS SCALE: HORZ. 1"=30' VERT. 1"=5' 795 79O m O _ a 0 nr—�Nmnm _mNml }rrj OF.. Kim r +✓I i �-�- n G qY rr +Y m in N KG ~m<OF I°bMl pep... �V�IF=2—Wm _ PO Z,G DID l�l�—Um +m �"+ °n ini—o.. o KK VI��m� Z}m mL.!n oaK.55—k'.. NNF p N< �p n 0 Sin a=N —3N 0 79O mOmNl� IEN�90 mN WOO oa45Z Vl 0�Oml� .> f~/IF= �Conz—rcom OEp.�. ��FZZZ—Nm�22 F2 yoalKZ2 F EXISTING GRADE — PROPOSED GRADE _-- �_ ____ 785 p 1 785 780 te' MIN. 780 39 LF OF RCP O 0.35% SLOPE 25 LF OF RCP 104 LF O 0.45% SLOPE O 0.40% OF 15" RCP SLOPE 92 LF OF RCP O 0.40% SLOPE 103 LF OF RCP O 0.40% SLOPE 775 775 of 10 MM U] N NK r n WF m aG m m h m 770 770 —0+50 0+00 1+00 2+00 LUTITIJ 4+00 4+50 UTILITY CONTACTS UTIUTY COMPANY CMRAICr CABLE MUFASICN BRIGHTHOUSE NETWGRKS JASM laffe N ELECTRIC COKE ENERGY CHRISTNA GIROD GAS YECTRON ENERGY JJANIE CLARK SANITARY SEWER CARMEL UTIl111E5 JOIIN GUf STORM SEWER Culdi ENGINEERING DEPT JOHN TINWAS M.EPHCNE CARMEL AT&T STEVEN KROBS WATER CBMil u'rul JOHN lull PIPELINE BUCKEYE PBINERS, LP. MARTY WHITE TF1ECOMMUNICABON AT&T BRIAN Wool ` No. * 10403915 NOTE: c 1 STALE OF / ME STORM SEWER SYSTEM SHALL BE CONSTRUCTED PERDESIGN SPECIFIED PME ED AND AL APPROVEAPPROVED BY CONSTRUCTION ONCITY ''//O /i�NA LpOF H6W"``\\ PLANS. DEVIATIONSTH FROM E APPROVED DESIGN SHALL PERMITTED /T /) ONLY BE PERMITTETED DUE TO SPECIAL CIRCUMSTANCES `, y(e/L' OR DIFFICULTY DURING CONSTRUCTION WILL AND L REQUUIRERE PRIOR FIELD APPROVAL FROM A DESIGNATED CERTIFIED BY REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. INCLUDED PLANATION OF ANY SUCH DEVIATION SHALL INDED AS A REQUIREMENT ONAS—BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASEEOO F PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING TER(AT F L FLOW FPS OR LESS OR 10 FPS IR GREABUILT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME CONSTRUCTION, PRIOR BANG THE PIPE.. THE CONTRACTOR INSTRUCTED TO AS —BUILT -BUILT EACH SECTION OF STORM IT ASORM PIPE AS IT IS BEING INSTALLED TO ISSUANCE INDEX DATE: 03/11/2019 PROJECT PHASE: FINAL CONSTRUCTION PLANS ENSURE COMPLIANCE W M THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. GENERAL NOTES: S. WHERE CURB REMOVAL IS REQUIRED, IT SHALL BE REMOVED AND REPLACED TO THE NEXT NEAREST JOINT. 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO ME SATISFACTION OF THE 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CITY AT THE COMPLETION OF 1PROJECT. THE EXISTING UTILITIES PRIOR TO COMMENCING ANY TO CONTRACTOR IS ENCOURAGED TO INSPECT THE CONSTRUCTION. CONTACT ENGINEER IF VARIATION RIGHT-OFWITH 1CITY PRIOR THE START EXISTS. DO EXISTING OF CONSTRUCTION TO DOCUMENT THE E%ISTNG CONDITION OF THE RIGHT-OF-WAY. 3, SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS, MATERIALS AND CONSTRUCTION DETAILS FOR WORK 4. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEP1H OF WITHIN PUBLIC RIGHT- WAY SHALL CONFORM TO EXISTING UTILITIES PRIOR TO COMMENCING ANY RE STANDARD CITY OF CARMEL REQUIREMENTS, D CONSTRUCTION. CONTACT ENGINEER IF VARIATION DETOUR SHEETS AND MS AND THE INDIANA EXISTS. TRAFFIC CONTROL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THIS INCLUDES PLACING ROAD CONSTRUCTION AHEAD SIGNS, 5. FLOOD PLAIN STATEMENT: LANE MERGING SIGNS FLASHING ARROW SIGNS THIS LOT DOES NOT US WITHIN FLOOD HAZARD ZONE CONSTRUCTION BARRELS. ETC. AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER 18057CO227G, DATED NOVEMBER 19, 2014. Project Number 2018.00290 6. NO EARTH DISTURBING ACTIMTMS MAY COMMENCE WITHOUT AN APPROVED STORMWAIER MANAGEMENT PERMIT. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL STORM PLAN AND PROFILE II CAUTION II ME LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON M? Sol]. BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY NS REQUIRED FOR ROAD PROJECTS PROJECTS LINE RE RESULT THE PROPOSED THAT RESULT N A CONFLICT RNTHESPONSIBILITY THE DEVELOPMENT SHALL BE THE RESPONSIBILITY THIS PUN ARE BASED UPON ABOVE GROUND EVIDENCE (Including, but limited to, manholes, Inlets, ULUI and marks made upon Ma gnotround ERGR UND TI NATURE TIERS MAY ALSO by others) AND ANO ARE SPECUNDERGROUNDrVEEIC NOB WHICH NO T76-5532 776-5532 57t-244J IS DEVELOPER R RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED O BE RELOCATED SHALL BE RELOCATED TO N11HIN ONE FOOT OF PROPOSED IS ABOVE GROUNSTING D EVIDENCE OR FOR AB ROUNDS EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR 775-6495 525-4275 RIGHT-OF-WAY. PRIOR TO ANY AND ALL CONSTRUCTION. C 4 1 1 57T-2413 CALL TOLL FREE "BOR 1-800R382-5544 - INDIANA UNDERGROUND - IN BOOB Ii 610-54M