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HomeMy WebLinkAboutC410 - STORM PLAN AND PROFILE■ 1 II N I I x e0.21' Ila B PROPOSED BUILDINGlix " ll« 3w■C� AREA: 11,266 SF BOC TO BOC IL2 I1 h F.F.E.: 11,266 I Rio , oam i £ A $ l Vthe II � I I L II CWIi v MyW. exist drainage inlet 11 iR,F i tr: ]84.1] 3 � inv(w):782.38 o exist curb inlet 11782.34 7 , � • a - 27 ° '4■ 12" ra• m exist curb t 1 ial al 1r. 785.94 inv(e):78 exist drainage mh ra s) r: 786.39Let nv(w):781.69 lam C ' e• sanitary mh LA' inv{e): ]81.99 11 ill tr- .0051 y inv 781.64 1 STORM ST� 105 :778.91 inv(n):781.89 Igvjs . 6 direction only `T+ I1 1R: ]85.00Alta 1+� �.. Tt nip (6sPholt)I STORM STR 106 ` planten M: �86.83 �FROPOSED RM - exist drainage mhJ ORM STIR 1 w si ��ross xist cu M:78G00 tr. 786.04 $1`t w 111 (a all) I 6 °one aMrb le ae n 9.2s inv(nw): 779.04 �� � w m )11 v( )' inv(s): 779.04 oir cu _ LIMITS inv(aw): ]79.81 IlIt I - i`,,,ilSTORN ❑1 inr. J80.5 r �' \`S,x4Y TR:78 i I with met ap <<<gran#)p end axtien \ xy (9rass) f 1 .782A61 i exist drainage inlet I n tr. 784.33 �, ry(III in ]9.61 exiat'curt inlet `F (aROb .. „ L iyL/ Ilj. I wtJ inv(w):781.17 , w!+ metal m tr. 78h.39 ` inv(e): 780.88 ' win'sectiorl inv{n0780.14 ( woods 12' c I 1 0 go ------------ exist curb inlet c -- tn784.55 _____ P_r __ I ¢I p+�`direcfion only 'nv(e): 781.10 __________ II a yr _ _ _ _ _ _ _ _ _ _ _ _ _ exx 8T Curti Inlet- i u E /i r: ]82.93 exist curb Inlet inv(w): 780.27 ii nN inv(ne): 779.38 inv(n):78001 I I a' ----mh NIMYT'7.Z9.73--- I exist sanitary mh Ross 2"W - 221.04' (P; 4, I tr 783.43 xe9.4z'u'E - 22LW (M; I inv(sw):7]].11 II ex sanitary mh• �' 'nv(e): 777.11 r. $3_27 1 - II a hnfF Inwvin fin fen 795 N I In"a- BMP EASEMENT I • STO ' TR: NC it _____________1 2chwr cum)___ 1 I PROPOSED STORM - 1 r 12 AS exist drainage inlet tin 780.15 nv(): 776.5 inv(e): 5 N ,,,.fit •� � .4 u pl n17 ^Io I^ pl o _I (grass) 0 0l i zl I I I VTR: 83.88 104 (grass) 0 15" 1-story brick bldg PARCEL 2 133,924 S.F. PLUM CREEK PARTNERS, LLC INST 200000046232 EXISTING LEGEND 19 AIR CONDITIONER b POWER POLE BEEHIVE INLET 0 RIGHT OF WAY MONUMENT ® BUSH li` SPRINKLER CONTROL VALVE I� CURB INLET SIGN @ CLEAN OUT © SANITARY MANHOLE p DRAINAGE MANHOLE A TEMPORARY BENCH MARK m ELECTRIC METER BOX $ TELEPHONE PEDESTAL -D ELECTRIC PEDESTAL R TRANSFORMER )E( ELECTRIC CROSS BOX a TREE FIRE HYDRANT 19 TRAFFIC POLE ® GAS METER ® TV HANDHOLE $ ® INLET TV PEDESTAL IN {Y UGHT POLE M WATER VALVE GO MAILBOX 0- YARD LIGHT ® MANHOLE air OVERHEAD TRAFFIC LINE PINE POST BENCHMARK DATA BENCH INFORMATION (88 DATUM) FOR BASE y900 USED OPUS SOLUTION 04752980.18o ASI BASE 900 ELEV. 783.41 ASI TBM 90 CUT SQUARE CONC BASE OF SW UGHT POLE IN MEDICAL BUILDING PARKING LOT. REV'. 783.65 ASI TI M 91 ELEV. 787.38 • U 1 Commercial Real Estate Solutions® E■ AMERICAN FE f■ STRUCTUREPOINT INC. 7260 Shaneland station I Indianapolis, Indiana 46256 TEL 317.547.55861 FAX 317.543.6276 vv wXtructurspom.00m _________________ __ gate--20i---_______________________ STORM SEWER NOTES: directio " 1op (�^c) 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - x1 .: I.E. $ I.E. .E.-___-___ ______ _ _____1B'_-rsp.___________________________ DRAINS TO WATERWAY ____ LE`$JLE___________________________ -- 2. MANNINGS COEFFICIENT R 109 RCP n = 0.012 exist b chive inlet HOPE n = 0.012 - fro av _______ (sw)' ---- ------ 38.B8__ 35_BS_L _____ (asphalt) an n o 3. 1HE GRANULAR BACKFlLL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY ME ENGINEER. EXACT LIMITS OF GRANULAR BACKFlLL ARE TO BE DETERMINED it-exlb a r elan (not field verified) ' IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH -- �----------------- U7 U.E-Twootl7---- ----------------- --- __-Or WTDIH AND AS DIRECTED BY THE AUTHORITY HAVING Intuitive Health I JURISDCTON. --L- ---- I ------------ 15 B.Y. --------------------------------------------- Riverview Health ..let- axiaf curb inlet 4. THE STORM SEWER WILL BE PRIVATE. tr: 783.00 Urgent Care & __L]leeL----------------------------------- In w 778.65 mv(e): 778.60 be99732•W - 350.52' (P) Emergency Room Mai -350.52'(M) GRANULAR BACKFlLL REQUIRED. 14585 Hazel Dell Parkway Carmel, Indiana ����� CONSTRUCTION UNITS (4 SCALE: HORZ. 1"=30' VERT. 1"=5' 795 790 o no N 0"'mm ��m^i m��zz a Or o ono n OGo ai + �a 9Zi_ywxii so be ai 6l 'a^� mzm 790 « woom ^ Ir'mmm Ob f e Mmmnnn-00 ±�N a'miwv�i-_� �a...... aIn 2o"�n oF..�2..�� hm�3 H-C-NEZ PROPOSED GRADE EXIS ING GRADE 785 - ----- 785 HGL ___ ________________ __ ________'_ ...... 780 780 33 LF OF 12" RCP 103 O 01 SLOPE O IF OF 12" RCP 0.40% SLOPE 48 LF OF 12" RCP O 01 SLOPE 775 9 IF OF 18" RCP O 0.40% SLOPE 775 770 770 -0+50 0+00 1+00 2+00 3+00 3+50 I UTILITY CONTACTS I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes \ City Gf Cam el (� ELECTRIC GAS SANITARY SEY STORM SEWER TUEPHCNE WATER PIPELINE 1E1ECgAMUNII DATE: 06/07/19 DUKE ENERGY CHPo3TNA MR00 CAJBj ENGINEERING DEPT I JOHN THOMAS BUCKEYE PBINERS, LP. MARTY WHITE AT$T BRIAN WRITE .44Y1# 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. EXPLANATION OF ANY SUCH DEVIATION SHALL IN ID INCLUDED AS A REQUIREMENT ONE OF PERFORMANCE DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES FPS OR LESS OR 10 L FLOW FPS GREABUILT FULL FLOW CAPACITY) SHALL IR REQUIRE AS -BUILT CERTIFICATION AT THE TIME .OF CONSTRUCTION, PRIOR PIPE. THE BATO INSTRUCTED C AS AS -BUILT EACH CONTRACTOR B ILT SECTION STORM PIPE AS IT BEING INSTALLED TO T IT D ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS O 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 THE SATISFACTION OF THE 2. CONTRACTOR TO VERIFY LOCATON, SIZE AND DEPTH OF CITY AT THE COMPLETION THE PROJECT. THE EXISTING UTIUTIES PRIOR TO COMMENCING ANY IS ENCOURAGED TO INSPECT THE CONSTRUCTION. CONTACT ENGINEER IF VARIATION RIGHT-OF-WAY WITH 1CITY PRIOR THE START RIGHT-OF EXISTS. DO EXISTING OF CONSTRUCTION TO DOCUMENT THE EXISTING 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 LOCATON, SIZE AND DEPTH OF WITHIN PUBLIC RIGHT- SHALL CONFORM WAY TO EXISTING UTIUTIES PRIOR TO COMMENCING ANY CITY OF CARMEL REQUIREMENTS. MENTS, INSTANDARD CONSTRUCTION. CONTACT ENGINEER IF VARIATION DETOUR SHEETS AND SPECIFICATIONSS AND THE INDIANA EXISTS. 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 VE WFLOOD HAZARD ZONE CONSTRUCTION BARRELS. ETC. AS SCALED FROM THE FLOOODDINSURANCE RATE MAP (FIRM) FOR MTON COUNTY, INDIANA, CITY OF CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER 1805]CO22]G, DATED NOVEMBER 19, 2014. 6. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT II CAUTION H PERMIT. 7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON BE THE RESPONSIBILITY OF THE DEVELOPER. UrUTY THIS PUN ARE BASED UPON ABOVE GROUND CADENCE (Including, but BBB-6726 UNE RELOCATIONS REQUIRED FOR ROAD PROJECTS not limited to, manholes, Inlets, valves, and marks made upon the 776-5532 THAT RESULT IN A CONFUCT WITH THE PROPOSED ground by others) AND ARE SPECULATIVE IN NATURE. MERE MAY Sm_3445 DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE IS NOLSO B ABOVE GROUNE OTHER SD EMDENCE OR FTNG OR IWHICHH NO AB � GROUND E 7M-9495 DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING EMDENCE WAS OBSEROED. ME EXACT LOCATIONS OF SAID EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE UNDERGROUND UTILITIES SHALL BE VERIFIED BY ME CONTRACTOR 525-1275 RELOCATED TO N11HIN ONE FOOT OF PROPOSED PRIOR TO ANY AND ALL CONSTRUCTION. 57724u RIGHT-OF-WAY. CALL TOLL FREE 993-BOOB "BOR 1-800R382-5544 610-5410 - INDIANA UNDERGROUND - < No. 10403915 STATE OF CERTIFIED BY ISSUANCE INDEX DATE: 03/11/2019 PROJECT PHASE: FINAL CONSTRUCTION PLANS NCVIJIVIY JMI'IM LC DESCRIPTION DATE Project Number 2018.00290 STORM PLAN AND PROFILE C410