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Home My WebLink AboutC100ehverity E N G I N E E R I N G 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317.706.2075 www.enverityENG.com OE J L irback � \\ r2IPam'E>ona) \ 1,F ii" Chalrback P ,,ONSTR TION \ Urb1°'C` IN I \ lu1111BNtiv83�gAIUCYIO phalt)�I ,,,3ITsIF Ll C- OI IIT�N I ®�^T I I I \ CONSTRUCTION LIMITStglRA A E349 OLE AiMroI I I \ 1P,tCON RU TI N 3 I`FOR/ L NV.N @2680 IIT BALDWIN/CHAMB ILD DRAINAGE MH I INV. 834,09 w TOR837.33 INV. E 827. 0 I \ - - \ gl SITE INV. E = 829.95 CONSTRUCTI- 3 NDER CONS R DI�26 5��INV. W= 829.83 30" I 1 I INV. SE = 832.35 I 11 J 36'�RCP 26=RCP DRAINAGE M \ TOR = 834.33 I/ 34 ON TRUCTION INV. N= 828.5 I I I INV. NE = 830.d a 0" VCP AINAG WIN, 12" Re I I I 836 �3� J� �I S IRS\\ IMI7S RN'.. = 828.5 _ - TOR 838.70 �. N=-1f30.56 I I ' I CURB INLET NW - 833.31 TOR = 835.88 INV. N&SE = 828,�4 5 = 9.29 INV. W = 832.43 "HDPE)= 828.63 Y. E _ �29.31 SANITA M / I ( SANITARY MH � _ - - T I TOR = 837.81 ® \ / TOR = 27. INAGE �rk�jIH // / \ / INV. N k E = 827.3 ST83B467101V LIMI S INV. N = 828.41 �� `,,// I NW&S = 87.13 INV. E = 827.51 I I I W W W / r/ I INV. E= 827.5 �833- j III I / W W w v� W I D I / INV. W = 827.53 I BEEHIVE INLET gate I �� ` TOR W = 6.56 833 olk �• R P INV. W = 833.91 sC TRM jt w �/ '� ti ( �` / \ -TP �nlmmm LEV. 835.86 / L \\ \ / \\ 3 L-J €� :� I Concrete \ J I I I ( I II I I \ J IN b b b f III ❑ ❑ ^II l \ IIII d 6 q ❑ p//��Y/ � CONSTR CS I N LIM11111 I � IIII II / I \ III I ❑ I /y RAI GES INLEE,T (concnl. walk) I I UND ) / I TOR 37.0 11 III I INV. = 834. 1 I INV. 834.75 I I I I I I I II I� � - 6 ❑ ❑ 1 �; II � I 1 I1 \I I I � m III /� / ✓ � �, '� � � \ - a I m (a.phaN� 3 f GP I I� J PARK EAST GAR ffl I ISg I I = J fl CONSTRU O \ I II l 12" CPP II I I / INV. = 829.89 � \ lmN In)I\ (cone• / II I I 12" CPP }) EAI I ❑ I rll_ il_ INV. = 829.79 Lpn �r IVY t I III R AIR BUILDING II 6 J \ I (UND ❑ L DRAINAGE 8 HOLE TORI INV. N = 826.44 I I 3i"RbP •O ❑ ❑ NORINA INV. E = 826.44 INV. SW = 825.98 \ / 1 m11 DRAINAGE MANHOLE I 1 '�V TOR = 831.85 INV. NE = 824.90 N INV, S - 825.00 TOP OF WEIR S = 825.1 0� I n �� - INV. W = 824.10 •a "' I / �_ / \ INV. SE =824. �l I I I \ � CURB INLET \ �� AQUA SW �fAN OL TOR = 833.22 36" RCP TOR = 8 3 / / INV. S = 833.22� \ STUB -OUT INV. = 81 V I I f \ ! I T\ '- DRAINAGE M (done) IIS DIWI AGE N / 1 JI V. 8y2 9 P / INV. = 8 5 4 I \ « INV. S = 8U 5 24" Chairback - - - - - - - - DRRINAr6E ANHOLE TOR CURB ET INV. E = 826.2 DRA AGE M Curb rr TO = 8 3G .45 9RRtTR=8:S 82}.81 \ - 832.9 ELEV. 835.86 W W W W W W _ 3LRC (con qrft walk) DRAINAGE LET RAINAGE MH RAIfTAGEJMLET NS RU TO / TnR = 831.44 OR=-B31-61 r� W z_ M ,:"A oET ,T, R = a3z.Bo 0 2 oar---�\ Ia I o: L IT - - Pa 15 RAI A,(EMH 2t Yp2"C P 2"_'�pRAINA E M NTD OR 83 .09 \-� - - - TOR - 4.03 I _ _ 8¢� 1 I IN N = 925.99�826.45 I vj I I - �NAeE iAh _ - - - C INV. W = 826.63 I I c INV. ,E = 826.45 / -Tbf = 832.12 pa 2 \ INV. S = 825.91 / I RETENTIONUSYSTEM I 18^ C------- arK3 (PER PUN) / CU IN Pa /11 I -- IC --- ----- Imo(-/ TOR = -25rfZ7NNpi - - - (asphalQ� �� INV. N - 32 35 F\\� �NNaBaaE.R,ORfiUMS - (9 .) `LOTION SYSTEM _- _- _- _- _-V - - - - - - - - - - - - --ARASI0 MANHO an dr I/ I LAIP)- - - � = 833.7, V m �r{( C alrba k If S - - _ _ - = li W( I Park 13 II rb Pa \ I I1 �_- / ' 1 - - - - - - - - - cr - - - - - I CURINLET119I \ / _ _ _ _ _ i TOR V#/ 833.63 1j I I C = - DRAIN.GE MH I = 829.45 DRAT AGE MH _ T11B ; 83}..d7I INV. 829.42 _-- \ TOR - 834.96 I I I C----- ---- I-- IiAI K#}�1G �e�lfL-� -_-_J I� INV. =829.7 PAN- �'r CURB T INV. W = 829.70 I - - - - r F rT �F I II-F11V SS�IV \ c•,__ TOR = 83 8" RCP 15" CPP 1 V. = 1.4 INV. E = 829 0 Pad 114 II -CONSTRUCTION LIMITS 111 Basement Venf �� - I Cufb Cnalrback Rim=838.76 Inv=833.36 3 I �phal hairb k Concrete I`I,( Basement vntti RInr833 ` - UR .34 I \ IN� aI 9 2L e I `Basement Vent Concrete 12" CP Rim=838.74 Pad Inv=832.24 NASH =870 NLET NTO BUILDING (12" Cr s. 0 I ; (EXISTII� `P ct _ I W �= I ] I OR AB l `n W INV Concrete V. SE 831 831.3 1 I I, I ' Pad CUB TOR IN 837 2 / a Z INLET IN 8" 2 _ HIV �B�menf E 831. E I � INV. SW 883258 7- - _ Rim rn-.-m T' r=832.40 \ - 1 _ Basemerrt-V / Rn=838.71 12" R I �12" v=833.4 AINA E MH P " RCP -Comer Pad R = 37.4 I Ven V. N VANE 828 51 = 83 I INL TO 837.77 \ gpg8, g V. N .61 = 83 .01 INV. NE = 832.52 Inv=833.3 I V. S 828. CU T V INV.I SW = 832.22 Co L I _ TreIimH Vp INV.TN = 83 INV. O6 / Brain / 6. GE I ET 1, Or 535•�31.6'C lin�=832.6 4o r INLET 8 \ Inv=B'SM•.3 RO // "Chat .68 \ 82z33740 2 r0 ack IV. W827.36 I 42 RCp CURB INLET Slgn \ I I INV. S = 835.47 n ! LIMITS asph It) CONSTRUCTION I $ CU)t\B INLET TOR = 837.74 NV. 1`= 834.65 / I / $ NV. S = 834.74 / RC, a DRADRAINAGE MH TOINAGER = 838.8MHs J \ TOR = 838.27 834.22 INV. N = 827.97 - CURB INLET-) INV. W = 82].07 INV. S = 829.53 INV. E = 827.13 INV. N = 829.85 TOR = 838.42 INV. W = 827.97 T GRATE INLET INV. N = 835.00 F.F.E. = 839.91 INV. TOR = 838.38 & E = 833.96 Y 2-Story Brick Bwltlmg I�orernaad Buli8ing I g7 F ---- -- - - - - - -- _---- I E I 12 FP \ Par /1 �� DRAINAGE 9 - - - m- / T R WIVI3237 \ 8" CP -UE -<- UF,/ E�W = B29.51J ncrols �$ TOR = 8 7 _ _ CONSTRU jig LIMITSS III - - - - - - - - III 2-Story Bdck ? I I \ C = = TBM j31.8-7 - - - I�9fO �/ III UR INL T Po \1 Cu bhal ack I ® BUIlding TOR = 8 .7I \ 111 - - - - - INV. N = 831. 3 / a a" sn • Wooden . r -.c - - - - _ -= III / (asphalt) \ ® t - 3 irINV. STRUCTI NLltd- - -_ - - - y� •con .. / 6" PVC AAA / No Terminus - - - - - TO, = 32.88 Curb (lyplcal) I I I DRAINAGE Found - I I I � 1 (.Ian.) jgaphglt) NV. = tl41Q• � C - - I Cam- --- Is T ijl ■ - I■�LI r$i y3a3 %ii,f, - INV. INV. = - - -I -_= \ _ Noce:. d.NV..If u tl thl.El.cVaull� this ana I C � _ _ _ (HP fO�' \ = 825.01� I r 8 6.74 jp / u• CURB NDERGROUND _ _ _ _ _ = C- = SAt-Bb2-39- - RETENTION SYSTEM rNP N-E �29.56 Phall) = 83'2'ST - -� I N1\ R - 828. 0 aPh f) a 8 • V. = 28. i1 _ I V. 9 = 2 6 .'{ 3" pa 6 halrk ack Jark Cur Pill TOR 4 833.52 II INV. S1 = 830.87 (aspnaN) SA NITARY M I TOR 837.64 INV. S - B29.24 b } pyypark 6 S �o.II 6" Chalrc k fence .� - / Boxeseclrta Mafar 1� (9rcaa) /G N EXISTING CONDITIONS PLAN SCALE: 1" = 40' 1 0" Brlck Wall (tYPical) Found 1!1 II II I ll> I II'= 4.Irc.) (asphalt) II II SANITARY MH I TOR = 838.57 INV. N = 83o.68 INV. 5 = 830.74 BEEHIVE INLET S lY TOR - 836.98 INV. = 833.88 Ig INV. E = 835.68 E m B e WV. W = 832.85 PVC a 12• RCP D DRAINAGE MH II� TOR = 838.21 III1}}1 INV. N = 834.39 INV. S = 834.51 DESCRIPTION: / G 6 SIGN / TWO POST SIGN pd WATER VALVE FIRE HYDRANT ® WATER METER © GAS METER �r GAS VALVE p CLEAN -OUT 0 ELECTRIC METER BOX ® ELECTRIC TRANSFORMER 0 ELECTRIC PEDESTAL 111111111 GUARD POST © AIR CONDITIONER UNIT LIGHT POLE ROUND ® REBAR SET/FOUND ® FLAT GRATE INLET V COMBINATION POLE T® TELEPHONE PEDESTAL WOODEN LIGHT POLE LIGHT POLE SQUARE 12" CONIFEROUS TREE & SIZE 06 DECIDUOUS TREE & SIZE BUSH OD DRAINAGE MANHOLE $ SANITARY MANHOLE ® CURB INLET P GROUND ACCENT LIGHT GUY WIRE -----WTR UNDG. WATER LINE -----c UNDG. GAS LINE -----UT UNDG. TELEPHONE LINE -----UE - UNDG. ELECTRIC LINE -- -- - GET - OVERHEAD ELE. & TEL -----One - OVERHEAD ELE TEL & CAB - - - - - GE - OVERHEAD ELECTRIC VCP vitrified clay pipe RCP reinforced concrete pipe PVC polyethylene coated pipe LEGEND INDICATES CONSTRUCTION LIMITS - - - - - - - - - - VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEET± NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEET± WEST OF RANGE LINE ROAD, 5 FEET± EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEV. 835.87 (1929 NVD) CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. CSC TBM #5 ELEV. 832.97 (1929 NVD) A CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE NORTHWEST CORNER OF THE POLICE STATION OVERFLOW PARKING LOT, ALSO ±130 FEET EAST OF THE MONON TRAIL, ALSO ±30 SOUTH OF THE CENTERLINE OF MONON GREEN BLVD. CSC TBM #1 ELEV. 835.86 (1929 NVD) A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT LOCATED ON THE WEST SIDE OF THE MONON TRIAL, ALSO LOCATED AT THE NORTHWEST CORNER OF THE CIVIC THEATRE BUILDING. Engineer: "1,;, unuan/, R . HiY. C Q❑ C� ❑ 0= L KEY PLAN OVERALL SITE "A" SCALE NTS PLAN NORTh Developer: P E D C O R DEVELOPMENT CO. Project: a N IIIIIINo M WZW F- LLI cv O Cf) U N IIIIIIIIIIIIJ Cn J W �aa � � W a =o Q OCID COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND M THE SOLE INFORMATION ITRIUTION ro OTHER PARTIES`IS NOT m BECONSTRUED AS PUSLICXRON IN DEROGATION OF COMMON 1- COPYRIGHT, ORMAN. CON TAMED HEREN ED B TO ESSTHE.1 INPL ANDLL PUBLISHED WORK OF N, AND PEDCOR DESIGN GROUPCLLCC NIO PART OR WHOLE OF7TNB DESIGN. THESE -INGS, OR THE RESULTING IUBLIING OR 1111INGS, OR G. MAY BE EDFCOPIED, EXHIBRED IIPHHIOTOGRFPHENO OR CPUBLISHED. WITHOUT THE SPECIFIC AND PRIOR ULC,*co YNIGHTW15R CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01/09/17 Drawn By Checked By DBH DBH Last Revision Date Sheet Title: Existing Conditions Plan Sheet Number: FM7 e C100 ~ Know what's below. Call before you dig.