Loading...
HomeMy WebLinkAboutC3 - DRAINAGE DETAILS - CIVILi I MAaus !� CIA u J s i� ON ON I q Way ? E EV ,O i ya i 7S•22 .5'DUAL O 1 w w/ " DPER <C�NA N� / ILOODROUTING ITT _ 44'- - RCP �S _ B0 o � - n All r �� ELEv. 860- � 1 EE DF All I/�A s Z I I i i w/All / I EVE ORAL E ES ps ROCK CHECK DAM IRR /Ica ® FOREBAY0.011 Ac-Ii a IT III; 6 DUAL WALL HOPE©T�' SEE DETAILS/C2A, ^ UNDERDRAIN 1 /GO N / ► 2 r61 n DISCHARGE INV. OF IRR / 00 Ga 56QJL EX. CURB NL STR. NOT INCLUDED i a,a/ 03 -1988' i s'N+ / 1Q N $9' 37 E,J, W STEPHENS, RITA C. & BRATI, "TIMOTHY L. Tya/a'a/ S 1 i0E-8 sw irE TDNrO 7 ROCK cK DAM n _1 i W� SOH +� Rµ jam'/ f - 1 -579• 0112 c-Ff. BE DETAIL \ �� 64. 9' AGE aH INSTRUMENT No 20i3-44346 / /� dETAavczA Ts 1Ne.TRN cAP 111 376,481 CRETE FLARE H '� /ep/pV BMPGDRA NAGE�ESMiJ eb H1 /� \` �`' �geq pb \-- I b� m ItI\q \ ate."�\36ECls' ®D vczA© u\ \\�RZ ING)\\\\\ w N I / .i W 40u,/ J e9 n \ ee e I 1 `` 3 ICY \\ \ M• �. 0 4 s'H: �' 20 s6EBUILDI I sEHACK603.81 / _ +-r IN - 01 �� IH- ¢MT- RCP 2.16% Z --- _ A. I S 885116 r �. I g \\ PROPOSED CURB INLET) \If \ I / \ 6e"\A' I 15' POP IN NOIlT=859..53' s I PHASE3 I T lc I, oy 15' ROD INV. SIN 859.63' `\ n I /aM/I - it INED FFC �r MIT I CIA Al I too I A III 00 IN \V i / \\ HIGH -----------------------PsIHT ui r0' GAS PIPELINE EASEMENT PER , I i I \\ r M.B. 31, PG, 121 AND M.IN B, A D J = I ' i i LUCKY LLC \\ `. _ o I THERAP0 A 278-280 PRECISE LOCATION AND WIDTH OF EASEMENT IS CURRENTLY J �' �� INSTR.# 2007�62553 �� FINISH FLOOR ELLYAI IrUNDEFINED. J J i i \ _ -"�i ] ., 4' r 1 - 'ALL CONTRACTORS TO COORDINATE , s li�II` \\ `� I INSTR. 2000 I WITH VECTREN FOR ANY I ' r J1IN \ \` 1 � _ LCONSTRUCTION IN PIPELINE EASEMENT I II a _ -- _ �1 _ _ PHA s 0' _ I I SE reIw \\ IN P`\\`P -Nv. eaau�- / REMODELED THERAPY /CLI IN IN IN HOLEY MOLEY SAYS / I QQ I _-�_---__--__ `�` \-- ` .-- . IN IN DIG SAFELY ul w; - I I-GAS�GAS - GAS - GAS -GAS GAS -AS-I CAS 405� \\GAS �GAS �� b A11 , -0+S\\ \ I}`♦ CONCRETE FLARE 1 Q `\ \IN END-9E`L'T.INV. =863.89' \\ INSg ` SIN` r \ \\H, 0a900 9 \w\ \` IN N. CF\H \`\ PROPOSED CURB INLET-d T.O.C. 5 868. Y` I , 12-MCPINV NEOUT 864.6�' I \ I "RCPINV.$IN=86d.]✓7 LUCKY LLC �\ INSTR.# 2007-62553 A I ( W ` s 7------------�_ R,IN m 1 nS�H VIyyI V1 00 OANG©HEAR I „IT'S THE LAW" =�_ = p=`�I -- GALL 2 WORKING DAYS BEFORE YOU DIG - GALL TOLL FREE / Is 5 \s ob PER IND4NA STATE LAW ICB-1-26. � I ^I nb Rb 'v � E cals i� IT IS AGAINST THE LAW TO EXCAVATE I �� IIII b11 I /yOLIN '\ ' --_ I'868 `� / PROF WITHOUT NOTIFYING THE UNDERGROUND I ebq 4� , ,' ae °' aII ` y 1S R LOCATION SERVICE TWO (2) WORKING DAYS h I - -I - - I ` : *)"� 15'R N'I P BEFORE COMMENCING WORK. 12"R II la I zj I - - - 3� T5 - s e., --6 BY /1 FYI w _ - II - �, ry FLOOD reOJTIN w w G / AIN IN w 1 I ELE4 868IN 65 \ III 1 I 2iISPRRcP40.4% U IN cA < 1 '1 1 I I `A I ONPIPE cs.1BED01NGQ Dn. \\ `\\ \ A. s ail 1nuu �I CONCRETE FLARE2 \ LUCKY LLC IRA \`V I PROPOS Pi CURB INLEi3 `\ 11 208' \ END-SECT.INV. =WIWI AR ININ `\ IBNFn INV. N OUT 861.90' 1 m uuld I IIIANNI. \ `\\ I I ______ BR I I IZ I / / I I I I ITAI / SILT FENCE/FILTER SOCK/CONSTRUCTION LIMITS[O .I SEE DETAIL ]/C5 k lA/U LEGEND -- -- --- V CONTOUR LINE -G- EXISTING GAS LINE - I - 5- CONTOUR LINE PROPERTY LINE ----"-"- ADJOINER/SECTION LINE IT UNDERGROUND FIBER OPTIC - RIGHT-OF-WAY LINE E PROPOSED UNDERGROUND ELECTRIC --- CENTERLINE WOOD PRIVACY FENCE SETBACK LINE - - - - - EASEMENT r - PROPOSED FIRE/SPRINKLER -CIA- EXISTING OVERHEAD UTILITY LINES - GAS - PROPOSED GAS SERVICE - EXISTING UNDERGROUND PHONE u, PROPOSED WATER LINE EXISTING TELECOMMUNICATIONS N EXISTING WATER LINE Q PROPOSED yWITARY SANITARY SEWER LINE e e e e e PROPOSED STORM SEWER = - - - = STORM SEWER PROPOSED SWALE FLOW LINE l� AD A. SPACE r SIGNS MAILBOX pj PROPOSED WATER VALVE OEM STORM INLETS " PROPOSED P,I.V. ,g' STORM MANHOLE OW WATER METER ® SOIL BORING Q pa GAS VALVE UTILITY POLE DY WATER VALVE 4 GAS METER PHONE MANHOLE Q PVI SIZI 6" V PR( 6'k QS PROPOSED SWITMY MANHOLE /.-'iIUTIUTY PEDESTAL 6'PVC DOWNSPOUT \/ DRAIN PIPE, SEE PLAN REG CLEAN OUT ___--__-- Ow SPOT PROPOSED DRAINAGE PLAN IF 0 PIPE BOARD PINVERT ELEVATIONS LLROPoSEE POSED ST ELEVATION is ELECTRIC TRANSFORMER HIGH POINT GRAPHIC SCALE RELEASED FOR CONSTRUCTION 0 w 45 An 90 IN Subject to compliance with all regulations of State and Local Codes ( IN FEET ) City oof Carm�ed I Inch = 30 ft. �VT\Vt�D*\41\OML_ DATE: \ 10/30/19 STRUCTURE DATA TABLE No RIM ELEV. INV. IN INV. DOT STR. SRE STIR . TYPE CASTING OUT DIR. NOTES B DETAILS 1 2A 86186D) 12" MOSECT 12" S SEESHEE S.2FORDETALS 2 ) 863.61 4" ENOSECT 12' S SEE GREEK 53 FOR DUALS 3 868.15' 884.8UUN 24Q4 INDOT TYPE R-8288AV 12' N SEE SHEET 53 FOR DETAILS 4 868d5' MKI.7a 3) 864.69S) 24#4 INDICT TYPE R-32E6AV 12" NE SEE SHEET 5.2 FOR DETAILS 5 811 86389N) 86376(6) 24#4 INCOTTYPEA R-WEXIMI TV E SEE SHEET 52 FOR DETAILS 6 N485 86135(5) 861.10ITT 24Q4 INDOT TYPE R-3405 15" N SEESHEET521FORDETAILS T 883.53' 85SHWO) 859.53 24r24 INDDT TYPE R-32884W 1S N SEESHEEf5.21FORDEARS (DENOTES UPSTREAM OR MAINSTREAM STRUCTURE No.) STORM SEWER PIPE CUMINTIES L.F. SEE TYPE 21(V 12" RCP 338' 15' RCP G SPA E m 'I' 11 °'6"PVCINV.WO%DO NS \ / DRAIN FROM CURB INLET (MASS 2)` ICATION \FAPEf Ir1\ \T a% \y^ 1II EXERCISE ARENA W ox DING A nN Al \ I / 3s I \ _ FLOC ROUTING ` I \ NN '• a`p\" mq 1 z; ELEV.1864U3' ® `\ '\ \ `` E E ENTION K B_n'--- ri y i gIP E EVI = 869.81' I I , ® I. �p � DRAINAGE 6 GRADING NOTES EIIEVN = 869.81' ` i \1' Ili WEDGE�nSPHALTAS 1. EXISTING TOPOGRAPHY TAKEN FROM KEELER-WEBS ASSOC.. DATED 01 /09/I ]. II'. NEEDED 1p MEET GRADE 2, CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. ICI / j /\\ 111 \ 3. ALL GRADNG/EARTHMOVMG WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL STATE )53 ' \ i \\\ II'I \\ Q\ AND LOCAL CODES AND REQUIREMENTS. \ \\ I \\l1' �\ ZONED 9-'S 4 SHALL BE DONE IN ALAND ALTERATION CWAYTTHAT WILL MINIMIZE SOILTHE LAND OF TETROSION.CLUDING REGRADING, :E I I I ? gINN ` ` I III '" r, \\` 5. PRIOR TO ANY OTHER CONSTRUCTION. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PHpPOSE I CURB INLEF IA CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE ALONG LA PAS pSP� 1� z TO'C -86485 \ TRAIL AT EXISTING ENTRANCE. 15'R PINY NOUT -8613S \ 1 c 15- RCPTNI 861 SO' \ 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A �RD ♦ / _ ¢e i I a \ PRACTICAL MINIMUM. THE AREA SHALL BE STABILZED A$ QUICKLY A$ PRACTICAL WITH ee \ \i � \�' WEDG¢ASflMLi AS\t TEMPORARY SEEDING PER AMOUNTS SHOWN ON SHEET CI, QERN \ SkGP®� ATCN \ `JJPEDEU TO MEET�RaDF AN AN 7, SEE SHEET C4 FOR EROSION CONTROL NOTES AND PLAN. `� `4 / V- \ j `I 8. PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURES, ALL TOPSOIL AND ORGANIC i _ MATTER, FROZEN, WEE SOFT, LOOSE, OR UNDESIRABLE SOIL SHALL REMOVED. J ,. I`♦ ``\ - _ 1, TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES OR AS NECESSARY REMOVE ORGANIC MATTER IN THE AREAS TO BE OCCUPIED IED BY ROADS, D O a6q M f WALKS AND DESIGNATED BUILDING AREAS. ��� IN\"^AK"`\ / `H�'�` \ `v\ 9. TOPSOIL SHALL BE SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER ANY CONSTRUCTION AREAS OR FUTURE EXPANSION AREAS. 10. ANY SCORN SEWER STRUCTURES SN COMPLY WITH CURRENT SPECIFICATION OF THE CITY, COUNTY AND ALL AGENCIES IN RESPECT TO DESIGN AND QUALITY OF EMUI�CN, -- .��,1UC''- - \\ \\ CONSTRUCTION. GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL PAVEMENT AREAS :OUTING / - - \" \ \ \ AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT AREAS. E.RI' IN I \ \` \ 11. ANY PRE CASs CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN I \, 1 ACCORDANCE WITH ASTM C-678. �yF,SF" 1 dV' 1 \ \ 12. TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING REVEAL `\ OBSTRUCTIONS. AND SHALL BE PROPERLY PROTECTED AND/OR BARRICADED WHEN LEFT. \ ,}, TRENCHES SHALL BE SHEETED AND GRADED NECESSARY TO PROTECT WORKMEN AND I ADJACENT STRUCTURES. ALL TRENCHING SHALIA L BE DONE IN ACCORDANCE WITH O.S.H.A Be INLET -5 ® 11 I \ STANDARDS i0 PROTECT WORKMEN. OUT 8XI175 V N =HOURS 1 14. THE SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY 14=86435' psPeq y..' A I AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH I _ I SUITABLE MATERIAL. ' Il 1 1 15. ALL FILLED PLACES UNDER EXISTING STORM AND SANITARY SEWER LINES AND/OR PAVED \ J / AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY \ I I MODIFIED AASHTO T-180 COMPACT TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99. 88051'16" W - 1333,52' 1 16. EXTRA STRENGTH REINFORCED CONCRETE PIPE i0 BE PACED UNDER PAVED AREAS AND A MINIMUM COVER OF 24" SHALL BE MAINTAINED, 1 W 1 K T I L 17. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED N 88°51'1 6" E - 91 4.1 0' WITH SEDIMENT AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 1 18. THE ABOVE PROPERTY DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN. THE SUBJECT PROPERTY LIES IN ZONE (X) AS SCALED PER FEMA ROOD INSURANCE RATE MAP, PANEL NO. 18057CO209G OF HAMILTON COUNTY, INDIANA, EFFECTIVE DATE NOVEMBER 19. 2014. 19. ALL EXISTING GRADES SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS OTHERWISE NOTED. 20. REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE I AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. I 21. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE BURIED ONSITE OR REMOVED TO DISPOSAL AREAS OFF OF THE SITE. DISPOSAL BY BURNING SHALL NOT BE PERMITTED UNLESS PROPER PERMITS ARE OBTAINED (WHERE DOWNSPOUT I I APPUCABLE).THE LOCATION OF ON SITE BURY PITS SHALL BE DESIGNATED BY THE I I OWNER OR THE ENGINEER. ICI 22. REMOVE ALL ORGANIC MATERIAL FROM THE AREAS TO BE OCCUPIED BY BUILDINGS. ROADS, WALKS AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE SPOUT ADAPTER I0I REASONABLY FREE FROM SUBSOIL. DEBRIS, WEEDS, GRASS, STONES, ECT. OWNSPOUT FROM ROOF Id1 00 23. AFTER COMPLETION OF SITE GRADING AND SON THE UTILITY INSTALLATION, TOP 501E CLEANOUi PLUG IIS SHALL BE REPLACED IN AREAS DESIGNATED ON THE EROSION CONTROL PLAN FOR 3RADE I01 SEEDING AND N OR SODDING. ANY LANDSCAPING TOP SOIL SHALL BE USED FOR FINISHED GRADING AROUND STRUCTURES AND LANDSCAPING AREAS. E 24. CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING. COMPACTING OF FILLS AND ROUGH ` GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO GRADE AS SHOWN ON THE //\\/\S DRAWINGS. \ \ \ � / \//� 251 ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS ABOVE THE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED FEET PLUS OR MINUS THE ESTABLISHED GRADE. ALL BANKS AND OTHER IN G BREAKS IN GRADE SHALL BE ROUNDED AT THE TOP AND BOTTOM. 26. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE \ \Y CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING. REMOVAL OR IMPORTING OF EARTH. %\/C/\\/� 271 MINOR ADJUSTMENTS TO THE GRADES MAY BE REQUIRED TO EARTHWORK BALANCES .���/ \/ \// \\/\//\• WHEN MINOR EXCESS MATERIAL OR SHORTAGES ARE ENCOUNTERED. IT IS RECOGNIZED \ \\�f/�\N \ \\N I, N II BY THE PARTIES HERETO THAT THE CALCULATIONS OF THE ENGINEER IN DETERMINING `/• ' EARTHWORK QUANTITIES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARDS FOR SUCH CALCULATIONS. FURTHER, THAT /\ THESE CALCULATIONS ARE SUBJECT TO THE INTERPRETATIONS OF SOIL BORINGS AS THE 'NSPOUT DRAIN DETAIL \ FINISH GRACETANDFCOMPAC THE VARIOUS ON PERM17ED TYPES, E CONTALSO TRACTOR HE ALLOWABLE AMID THAT ALL OOFI THESE SCALE C3 PARAMETERS MAY CAUSE EITHER AN EXCESS OR SHORTAGE OF ACTUAL EARTHWORK MATERIALS TO COMPLETE THE PROJECT. IF SUCH AN ACTUAL MINOR EXCESS OR SHORTAGE OF MATERIALS OCCURS. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO DETERMINE IF ADJUSTMENTS CAN BE MADE TO CORRECT THE IMBALANCE OF EARTH.