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HomeMy WebLinkAboutCivil Plans 4.18.19 9QI C 10 BEEHIVE INLET RIM=869.66 W 12"RCP=866.16^s _ SIM SIR j105 tEB W R-3405 0 TOC=870.40 L19 INV=867.14(S) 3 Story Apartment Bldg. oG tr rs tr� SR1 SRt +104 NEDNH R-3405 IOC-87 INS-B6fi.55(.55(N) ( -\-nv-w"nohl 1 trb^O9` by e^ I I I I SIM SIR #103 -I N034AH R-3405 TOG869.50 INS=86.5.92(N) A INV=WMB2(SE)W CURB INLET TC-869.23 GUT=868.78 - esesj 9 H 7 I 6 CURB INLET TC=870.69 A CUTMW MAIN STREET N 12"RCP= GO870.7 tr,A HE V, _•v99J, �° b /� CURB INLET B70.0 TO TC REM "° e^O'9 y btr� °n "b / // TC=869.50 871.0 � cure _ _ b^^° ° ," �^ / GUT=869.00 B70.90 GAR;, /. y. D % �'' � - - "` ° NE 12"RCP=865.85 BE TIC `871.67ZNY fl� / 871.3TC 871.20 Al / ✓K / e M1° 870.82 DOM 8I1.20 ' • 871.77 y' / / �A set ��TC 871.09 ..;� xtr<;O+ \ Bfi9.53 eio.ei GTO; 871.09 y1:.. ISTM SIR /102 NEENIM R-3405 TOC 869.10 INV=865.26(hil INV=865.06(E) ISE 1 GENERAL GRADING NOTES CARMEL REQUIREMENTS 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO WITHOUT AN APPROVED STORM WATER vN O EARTHMOVING ACTIVITIES. MANAGEMENT PERMIT. NIE z t V HL y O 2. REFEH THE TATION WHODS. 2. SIGNS, SPRINKLER ' N LATERTE SIC MAMENT TERIALS UCTION ION,F FOR BASIC FORO SIC ANDCONSTRUCTION ESARD SECTIONS FOR THEBELOW LARIOUSI LANDRATIVESCAPING FENCES, POLICE OR MOUNDS, FENCES, LIGHT Q ry 't EMS THE INTENT FOR THIS PROJECT. VARIOUS ITEMS CLARIFY REQUIREMENTS PLEASE CLARIFY THE INTENTOFTHENDA EMENTSFORAY AMENITIES ARE NOT PERMITTED WITHIN OTHER SUCH PERMITTED WIT DSPE ALSOBECT. NOTE THAT OTTER SECTIONS OF TUEINDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE SEC THE RIGUCH THE RIGHTER -WAY. - O V 3. TOPSOIL SHALL BE STRIPPED FROM ALLAREAS TO REDEEMS PAVING AND FROM WITHIN THE LIMITS OF 3. MEP.G.= MINIMUM FLOOD PROTECTION GRADE m bHER OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE$TRIPPED TO THE DEPTH AS NOTED IN MFPG. OF ALL STRUCTURES MOWING A POND OR U v W THE GEOTECHNICAL REPORT. OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE 0. y LO nI m 3 ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD z 4. AFTER STRIPPING TOPSOIL, PROEROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO ELEVATIONS, WHICHEVER IS GREATER, FOR ALL W C a .^. DRYING, NMENDINIONSOFANYPOCKETSALOF OFUNSUITABLE RECOMMENDATIONSFORDR WINDOW$DOORS, PIPE ENTRANCES, WINDOW HOOR --- z DRYING,A ITABLMATERIIA OF ANYUNSUITABLEPAVED WELLS, AND MYO MEMBER WHERE EWER �., G AREAS ILL BE DAL AT THE FCONSTRUC ION BY THE ANDIORBUILDING ARRAS WILL AT THETIME OF CONSTRUCTION BY THE OWNERS BUILDING WATERS A BUILDING ROOD WATERS CAN ENTERA BUILDING. O,P., B GEOTECHNICAL TESTING REPRESENTATIVE. mO w m `1 6. M.L.A.G. = LOWEST ADJACENT 5. PLACED IN PLANING AREAS TO TOPSOILS HALLBEF6'.ECESSTDINGAREAS. NONSTRUCTURAL ELEVATISTRUCTUNOFTUE LOWEST GRADE ORANGE ADJIS ACENT LLBERMOVIEDFROMFILLAINORSITE. A MINIMUM DEPTH OF B'. EXCESSTOPSOIL SHALL BE REMOVED FROM THE SITE. STRUCTURE SOILMEETS THEFONTTOA TRUCTUFOUNDATON AROUND THE OUTSIDE OF THE STRUCTURE. OUTSIDE B. MEN PERIODS OF WETWEATHER,MOISTURE MEMBERS (INCLUBASEMDINGSTRUCUT. OF SOUGQUATE WATER MING DEWATERFORMINGAGE AND GROUNDONS WATER T TOOWN NG,DRAINAGAL BASEMET PA CKSUCH OUT,PAT, S. PORCHES. R'S GEOTECHNIUREOF$NITS. REPO TADWATERMANAGEME REFER TO L R REFER TO E CONSULT WITH OWNER'S GEOTECHNICAL TESTING POST, AND RIM OF THE SUPPORT POST, OR PIERS, AND RIM OF TIE WINDOW � CT _ TATI RECOMMENDATIONS. FOR R REPRESENTATIVE FOR RECOMMENDATIONS. WELL. W C .0 m 7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER W a) CURB INLET TC=868.42 GUT=867.88 E 12"RCP=864.27 8]L16 871.06 871.16 u� T1 y& VIAO TO 8]1.16 8]L18 70.6Tb M1 81.10 CUi 1.15 871.1 \ �\ .-: )\ \ try y-T- --- en.m O / 8J0.60 (;NT BJ1.02 \ o P 4,.tr� a:�., 11 KID PROPOSED BUILDING :'' �,6 ° I try° MAGIC FFE=871.20 C GFA=l 11350 I 871.02PM A CUT I x,\ ME 861n: e �? �^°'6 1 NO Hp^tr 87118 lryll�`/ 8]1.16 M.F.P.G.-868.00 A \ I I b^nby - M.LA.G.=871.10 x°B° BJ1.o3 TIC TO e7o.4e e7D. TO 708048 870GIB Tc \ : 11 ✓ o �` I 870.50 GUT GUI 870.48 870.48 OUT / GU 8]0.48 870.48 CUT 871.18 8IL08 c TIP 86B.90 I I III 871.16 xT^� 8]1.16 871.16 0 .16 871.16 1.16 8I0.94 \ S8 ^'o I 871.09 871.OB 871.W 8]L07 871.0E 870.77 B70.62 89.78 86 b% ^ I� III aI O ^S B71.06 3 8I109 c 871.09 a o1 868.71 Gay 0 I 870.98 TC < 870.98 T,"P/ TC -TIC 870.98 T 870.57 < < TO 870.98 JI!I A GIR OUT 870.98 TC I 870. WI\ w GUT TC 870.98 ppL GUT CUI B]0.48 869.9fi B68A1 [$ CUI B]0.48 VITA, // iC 8]0.]7 ° 870.58\ \IV \ b I LO 8]0.08 APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAVERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 8. MAXIMUM IAWN SLOPE IS 3:1. 9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND DISCHARGE SUMMARY 21' OUTLET PEAKDISCHARGE CFS RETURNPERIOD ALLOWABLE ACTUALWIOFFSITE W VR. NOTAPPLCABLe 5.70 100VR. NOTAPPLOADLD 8.52 NET SITE ACREAGE MINUS ROW 1.32ACRES OFF -SITE ACREAGE 0 DETENTION VOLUME REQUIRED 0 DETENTION VOLUME PROVIDED 0 I•j� m U U y W U _ e Wz Z �2 o N T U 2 � Y � C V GO CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. J 10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE W J m LINES, ETC WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY / STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH V C TT17.�iT C EAIJTrNG AREAS` / APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. / PERVIOUS =1.32 AC. 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. IMPERVIOUS 12. COMPACTEDT' BORROW BACK FILL REDID. OVER ALL UTILITIES IN PAVED AREAS. C=o.00AC. C PROPOSED AREiAS 13. ALLGRADESATBOUNDARVSHALLMEEFEXISTING. CONTRACTOR SHALLADJUSTANDIOR CUT PERVIOUS =0.18 AC. 60 $� L� m3 3 mp R EXISTING PAVEMENT AS NECESSARYTO ASSURE A SMOOTH RETARD CONINUOUS GRADE. BUTT IMPERVIOUS =1.16 AC. tm P W ¢ mrc a"�1 B JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 3 z = LiO a O V o x a O CURB INLET 14. MY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN SKI OF PAVEMENT TO o TCames TO BE BACKFILLED WITH GRANULAR MATERIAL. WT=867.79 3333333333 ��al�30al III INV.=863.75 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH OSHA STANDARDS FOR m SIIMP=881.30 WORKER SAFETY. r r c. 0 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF ;I FIRE HYDRANT CONSTRICTION. IF AN EXCESS ORSHORTAGE OFEARTH ISENCOUNTERED, THE CONTRACTOR $HALL o ory e e CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR e IMPORTING OF EARTH 17 PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN VB'DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OMENS F i i DEVELOPER OR ENGINEER s CURB INLET 18. ADA ACCESSIBLE PARKING SPACES. RAMPS. AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST W Eu o ADA STANDARDS FOR ACCESSIBLE DESIGN. F u TC=867.40 19. VERTICAL CURVES, WITH AMINIMUM LENGTH OF50', SHALE BEUSED WHERE POSSIBLEBETWEEN wpw 0 BE s GUT=856.92 VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH le wNow E 12"RCP=863.50 TRANSITIONS. 0 IS k' 00 0 0 S 15"RCP=863.50 20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION AS MEASURED ,6000u Cw w p pp a U¢ u FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM o w x w 0 m u A 0 w g SEWERS IS 18.OR LESS. <k OC p a�� 0 0 21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION i O F 0 Zq0 ZqN 'Zq^ Q F o - PREVENTIONPLANANDLANDSCAPE PLAN. O u p w" S rt S ti 0 22. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY- NATIONAL FLOOD INSURANCE PROGRAM, WHEN ROTTED BY SCALE ON FLOOD INSURANCE RATE MAP w1805]CO20]G PANEL 207 OF 300, DATED NOVEMBER 19. 2014, oMIIIIIIII111 IC x S•'TT WRB INLET 23. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. � ^�� _o .�? WBGW, . $' TC=881.47 ^ya x III GUT-866.94 4 I I III W fYRCP=B63.57 III ICI III fl � I L IO ,e Ail GO V\�/; It I E eP^9 ye i PE11300279 STATE OF w. ece.z] SIM M NHS °�R \\ �_ ' GRADING PLAN LEGEND �^'• 86- �^ TC 869.81 IR 869.11 MV.=863.33 � UTILITIES LINE TYPES M TO GUT L868.82 CISTERN 6�e COMMUNICATIONS JUNCTION BOX RIGHT OF WAY LINE SIM SIR 100 TC /TIC 8fi9.45 TC 868.90 NE 888.21: FP DRINKING FOUNTAIN p COMMUNICATIONS MANHOLE FENCE / GUi 8fiB 95 q1I B6B.60 ".. 86832 GO EENAH R-4342 _ o _ _ -01 / 1 _ TOC=8 R-3405 / �0"G - AFT. ,I L {VA� I yb°� 16� I I a .INV 664.7.2(N) \\ I INV 863.97(N� 4I QT 104 vv --------'___ CURB INLET TC=868.31 LOT 103 cur=867.88 INV=863.10 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Ca ned �VT�V1�0*tiYWML DATE: \\ 06/17/19 9 H 7 6 TOC=668,1 ^,y 'x , f7 FIRE DEPT HOOKUP © COMMUNICATIONS PEDESTAL GUARDRAIL d INS=863.64($W)Y' X V FIRE HYDRANT ® COMMUNICATIONS RISER BOUNDARY LINE �I INS=863.54(E) g 168.88 TC 4 LJ POST INDICATOR VALVE TRAFFIC SIGNAL POLE �... �... ..._FLOW LINE 168.38 GO ® CHILLED WATER MANHOLE 8 TRAFFIC SIGNAL 500 INDEX CONTOUR QQ WATER MANHOLE STORMCLEANOUT 501 INTER I-J E CLNIOLK 3 I +B 10 SPRINKLER CONTROL BOX BEEHIVE INLET c c c UNDERGROUND GAS trbG��y \ bvlti H SPRINKLER CONTROLVALVE G CURB INLET w UNDERGROUND WATER Z yl �G / °Yp' SPRINKLER FLOOR DRAIN EGJ Ep)AERIAL ELECTRIC W SPIGOT ROUND INLET E E UNDERGROUND ELECTRIC u snry try^_ I Of WELLHEAD 8 SQUARE INLET c c c UNDERGROUND COMIJUNIC+ ONS Q I b I ® WATER METER ® STORM MANHOLE C(A)C(A) AERIA_ COMMUNICATIONS I y \ .L �ILI y'+ pq WATERVALVE ® DOWNSPOUT FO FO UNUtHGUOUNDIED-HOPIIC Z GAS METER SANITARY SEWER CLEANOUi PgA1 PgA1 pERIA_FIEER OPTIC CABLE n0a 00 9'd GAS VALVE ® LIFTSTATION SHE Hu OVERHEAD UTILITY AB Fm Pm FORCE MAIN Z x ((F T QQ ELECTRIC MANHOLE ® SANITARY STUB MARKER MANHOLE ELECTRIC OUTLET 6OI spu spu SANITARY SEWER LATERA_ ELECTRIC METER OTHER SANITARVSEWERMAIN I� m ELECTRICAL RISER-----114--'nA--- ROOF DRAIN W:11 ILL. ® TRANSFORMER SIGN 0 - SUB SURFACE DRAIN 'CI O O_ 1/ GILYANCHOR $ BOLLARD STORM SEWER MAIN IC W z III I ELECTRIC JUNCTION BOX }t(, PARKING WHEEL STOP ----- _____-GRADE BREAK LINE z Z l �I m GENERATOR 6, ACCESSIBLE SPACE -� O O F-y L�II ABBREVIATIONS {� D D ONES ROW RIGHT OF NAY UTILITY POLE M®. CURBBGUTTER ELEVATION 0 ESMT EASEMENT UTILITYPOLEWITRANSFORMER ®` PAVEMENT SPOT ELEVATION L V D.aUE. DRAINAGE AND UTILITY EASEMENT ® MONITORING WELL all GROUND SPOT ELEVATION N , � Q1 LED FEE FINISH FLOOR ELEVATION LIQUID PROPANE GAS TANK q E%ISING SPOT ELEVATION TOG TOP OF CASTING I� x • 0 = A TO TOP OF CURB ORNAMENTAL LIGHT � EMERGENCY FLOOD ROUTE unJ O ♦- BENCHMARK DATA OUT GUTTER STREETLIGHT FLOW DIRECTION ND SLOPE u O CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE `/L' Know what'$belOW. HARRISON CAST IR NMONUMETE BENCHMARK, PVC POLWINYL CHLORIDE PIPE '� PARKING LOT LIGHT (1 HEAD) V1' E C� fA V HARRISON CAST IRON MONUMENT AT VCR VITRIFIED CLAY PIPE NOR PARKING LOT LIGHT (2 HEAD) SHEET NO. NORTHEAST CORNER SOUTHEAST QUARTER HERE HIGH DFNSIIV POI YFTHVI FNF PIPE Call before you dig TN /'� SECTION 2fi-Ti8NR3E ELEV. 856.31 (NAV088) DIP DUCTILE IRON PIPE / L J o0 BSO SUB SURFACE DRAIN PIPE Woo NLlana Call ■\`/. J STM STORM S 84 SS EPO7 2-5544 SAN SANITARY SCALE: 1 " = 2D' a xoon o my, my a wak EXISTING FIRE HYDRANT SIR sTRucnRE IT IS IAGAIINS sTHE LAW IC EXCAVATE PROJECT NO. CO CLEANOOF WITHOUTNi THE UNDERGROUNDW18.0605 DGTIN SERVES TWO (2) 'Nw+HIN 0 10 20 401DALS BEFORE COMMENCING WOW, 5 4 3 2 1 No