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HomeMy WebLinkAboutC405-STORM SEWER TABLESr s��,«�,� .ae�, Strvcturt Nome RIM E. INVER? IN INVERi 011i REMRRNS �EiNL SHEEf ne (i) - aaax E-204 849d8 189 = 84J.SI IB9 = 0{Y21 E%. SiM. SiR. - 190 = 844 41 E500 949J0 IdP = 80.1.06 EX. M4NHOLE - E100 9S fi0 Eld�-101 = 06].�2 182 = B6fi06 Ey SiM. MH - 19} = 846.94 IB6 = BI200 im esi.�a im-ioz = eazia Emo-mi = en.oa 4'm MnrvHo�e ceoi ID2 BS},�0 104-1Od = 84I.6} 101-102 = B4J.5� qb MPNHOLE CBOI im es3�s io�-ioa = a�e.aa ms-im = eaeza Vm unrvno�c cem 104 953.50 104-IDS = 898.66 103-104 = 949.56 O0 MANHOLE C901 105 BSb.50 11J = 849.03 104-105 = 848.98 4�0 MANHOLE L801 200 96fl50 119 = 96},gfi 11B (1� = B0.1.56 WLEf TPE E C006 Y SOMP soi easzs ne - eaa.00 coHa es. - IOP 9Q2d 2W = 866.00 OUREf _ wreoucn wau 403 851.15 403 = 046.00 204 = 846.00 4'0 MANHOLE CBO1 zw e4zz� zaa = aas.00 oereNriory ouarr - sos eae.ae sos = e4s.00 ocrcHrioN w�rr - 406 BSZ45 40J = 846.16 206 = 846.06 �IVERSION 4R. C801 zoe = eas si 3W 95280 22d = 84J.14 2W = B66.P5 5'0 MRNHOLE C901 II4 = BQ2] sis = e�eos zae esz.�s ��� - aazoo zae - aas.�i e'm Mnrvrvo�e ceoi I09 = BQ.10 445 = 04].60 I1d = B4J.W 4�9 85280 2ID = 84I.6] 209 = 84229 8'0 MANHOI£ CBO1 2H = 809.14 IIQ BSZ50 411 = 84832 210 = 898.1J WLEf 1YPE J C004 P11 952 00 21P = 8�9.9] 211 = 8�9JJ INLEf TPE A CB06 414 853.50 214 = 84425 iRENCH ORAW L-]02 si� e4sas zu - ens� aoor oeun - s�.����., .ae�, Strvc[urt Nome RIM E INVER? IN INVERi OOi REANRNS �E?AIL SHEi zu esz.as sia = eae.ao rRcucH oenw �-vos 415 B52fi4 41fi = B�96} p15 = 969.50 {'0 MFNHOLE C801 zis esa.s� sis - eas.as eoo� owry - 221 = 8�9.00 3D 853.W P18 = B4].51 P1] = 84]26 4�0 M4NHOLE C801 zzz _ a�<o 219 BSJ.ID 219 = B2]9 P19 = 94].68 INLET iTPE P C904 419 852 B4 240 = 89822 419 = B4B.12 INLET NPE A CB04 zzo esz aa zzo - aaeso wur nce n ceo4 421 9503� 441 = 969.�8 ROOF �PNN 22PA 850.64 224A = 849.89 ROOF DflAIN - 3]] 852 94 ]]]A = 949 JS ]]] = 849.65 INLET iTPE P C904 4R3 851 00 443 = B4].50 INLET NPE A CBO! zza esi.aa zsa - aa�so wur nce n ceoa 2P5 852.P5 PP5 = 96],98 INLEf iTPE J C904 aoo aazei am = eas.00 ouncr _ iMROI1GM WALL aoi esi.aa aoz - eas.is aoi - eas.os orveasiory sm ceoi d0P BW.PS JW = B66.P] �OP = 966.1� INLEf ttPE M C801 �03 85050 304 = 846.55 303 = B46.36 INL£T ME J C801 E05 = B�fi 66 d04 BSOJS 304 = 846.]5 INLET ttPE J C801 �as eso aa �os = eas.n w�r nae n ceoi 100 B1].Q 401 = B�fi34 Ol1iLEf iHROUGH WALL {01 849.54 b1 = Bl6.50 INLET iYPE A C801 {'0 MANHOLE 501 BQ.PS P32 = 84125 EMEFGENCT OVEFROW C801 NEENAH R-4344 P Pe .ae�e a�o� Ham� s'�:� G�) ���em (r�) sioa� MnTeew� cma-im iz z� oaaz eca 101-102 12 1169 O.bbF RCP 102-10} �p 190.] 0.}}g RCP io3_�oa iz �z3 o.33z Rca ioa-ios iz es.i o.aaz ecv exisnrvc iz azs onx eca E%ISTING 12 fiil o.35S kCP E%ISTMG 12 11.6 OdSR RCP exisnrvc ie ioe.s assz ecv ENISTING 15 110 6 1 09R RCP E%IStING 12 6.1 0.18F RCP E%ISTING 24 Si1 OJBR RCP E%ISTING ao tsz 5 o.aax eca E%ISTING 12 50.6 �.SOR RCP 2�} �p 20fi1 ��OS RCP zoa iz ae.e o.00z ecv 206 24 PP.1 025X FCP 2�J 2{ d9.4 �255 H�PE 208 24 98.1 620R HOPE 209 19 Si} 0355 RCP zio iz isav o.aox ecv 211 12 126.6 0.35F FCP Pve roeie v�va eama s:a tl�) �a�s�n (rq siope Mnrcaiu sis iz im.e oasx HOPe I1J 18 483 O.d55 H�PE 414 14 Ji5 O�SR RCP 415 12 892 0.50% flCP sis iz s.4 asoz rvoPE 9] 10 9fifi 03�R PCP I18 12 49.8 OdSS H�PE zis �z szs aasx rvoPe 440 14 BO.S 0.355 H�PE P21 14 16.1 QS�S H�PE 4R4A 10 285 05�R H�PE 333 12 50.0 QS�S flCP zz3 �z ma.o a�sx rvoPe 244 14 65.8 0.35X H�PE I35 tI ]].0 O.S�S PCP zaz �a aza osos aca 301 18 22.6 0305 flCP dQP 1B 9.8 03�R RCP �p} 1B 4fi8 O.R�R PCP b04 tI 50.9 OA�S PCP �as �s �aso a3os aca 401 14 51.1 O.SOS HDPE � ZP Investments, LLC Office North Illinois St Carmel, IN 46032 Owner . ......... ......... ......... ZP Investments, LLC 11460 N Mendian Street Carmel,IN 46032 317-705-5050 Architect/ Landscape Architect RATIO ......... ......... ......... ......... 101 South PennsyNania Street Indianapolis, Indiana 46204 317-633-4040 Structural Engineer CE $O�I1�10115..... ......... ......... ......... 10 ShoShone Dr. Carmel, IN 46032 317324-6024 Mechanical / Electrical Engineer Heapy Engineering ......... ......... ......... 3850 Priority Way 5. Dr #204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil and Environmental Consultants, Inc. 530 E Ohio Street G Indianapolis, IN 46204 317-655-7777 �� KEY PLAN SEAL � DATE O6/21/19 LL .,.,`�pN C, y �.,, z J� �: ��siER :;� i o . P:pE eo .�� w ? Qi No ¢ � * • PN0300058 •7 * Q , STATEOF : i 0•'� d T [�9 � �o �' :'�'OfANP.: 0�' • � ��i �FS N�� ��� z,���qnnn� ���,, «� (�onmCHw,i 0G�21�< 3 R ti SHEETISSUE ISSUE�FORCONSTRUCTION Ofi'P1119 RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel �sv�� �\o�v�N�nA �I � onrE: 09/19/19 NOTES: 1. NO EARTH DISTURBING ACTIVItt MAV COMMENCE WITHOl1T AN APPROVE� STORMWATER MANAGEMENT PERMIT. 2. THE MIN. FLOOD PROTECTION GRADE (MFPG) FOR PROPOSE� BUILDINGS IS NO LE55 THAN 2 FEEf ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL PLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINpOWS. �OORS, PIPE ENiRANCES, WINDOW WELLS. AND ANV OtHER 4RUCtURE MEMBER WHERE FLOODWAtERS CAN EMER A BUIL�ING. iHE MINIMUM LOWE4 ADJACEN7 GRADE (MLAG) NEXi i0 THE PROPOSED BUILDINGS IS NO LESS THAN 2 FEEf ABOVE ANV ADJACENT 100-VEAR LOCAL OR REGIONAL FL00� ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANV OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN EMER A BUIL�ING. J. PROPERiY �OES NOT LIE WITHIN A FEDERALLY DESIGNATED FLOODPLAIN ACCORDING ID FlRM MAP PANEL NUMBER 1805�CO20]G. 4. THE STORM SEWER SVSTEM SHALL BE CONSTRl1CTED PER DESIGN SPECIFIED AND AS APPROVED 6Y THE CIiV OF CARMEL ON THE FINAL APPROVED CONSTRl1CTI0N PUNS. DEVIATIONS FROM THE APPROVED �ESIGN SHALL ONLV BE PERMITTED �UE TO SPECIAL CIRCUMSTANCES OR DIFFlCULIV DURING CONSTRUCTION AN� WILL REQUIRE PRIOR FlELD APPROVAL FROM A DESIGNATE� REPRESENTATIVE OF THE CIiV OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE �ESIGN ENGWEER. AN E%PUNATION OF ANV SUCH DEVIATION SHALL BE INCWDED AS A REpUIREMENT ON AS-BUILT/RECORD �RAWINGS SUBMITfED FOR RELEASE OF PERFORMANCE GUARAMEES. APPROVED �ESIGN SLOPES IDENiIFlE� AS GENERAiING VELOCIilES OF 25 FPS OR LESS OR 10 FPS OR GREAiER (Ai FULL FLOW CAPACItY) SHALL REQIIIRE AS-BUILi CERiIFlCAiION Ai iHE TIME OF CONSiRl1C?ION, PRIOR i0 9ACKFlLLING iHE PIPE. iHE CONiRAC?OR IS IN4Rl1CiE� i0 AS-BIIIL? EACH SECiION OF 5?ORM PIPE AS li IS BEING INSTALLED TO ENSl1RE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BV THE CIIY OF CARMEL. �����•�8�� heforeyouaig. J PROJECT NO. 02000.000 SHEET TITLE STORM SEWER TABLES SHEETNUMBER C405