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Home My WebLink About08 c400 site grading plan.pdfEXISTING GRADE LWE " a o w � RECONNECT WITH EXISTWG � a GRADE EAST OF MICHIGAN � �I� ROAD SIDEWALK p1 � w° --- z -- w �� U� ---_ !___ PROPOSED PARKING LOT TAND CONCRETE CURB LWE iYPICAL CROSS SECTION THROUGH SOUTHERN "DRPJN DRY" STORMWATER STORAGE AREA SCALE 1"= 10.0� SANRARY SEWER NOTES: � 1. ALL STORM SEWERS MCLUDED IN THIS PROJECT DRAINAGE SUMMARY: SHALL BE PRIVATELY OWNED AND MAINTAINED. The proposed project consists of construction of a 11,864 s.f. new retail strip cpnter and an additional 6,651 s.f. of new asphalt parking orea for a total pmed area of � 2 ALL NEWLY INSTALLED STORM SEWERS SHALL 4,900 s.f. All Hard surface will drain ta the new detention area under the parking lot. MEET OR EXCEED THE CITY STANDARDS FOR The Site is 0.995 acres with 7.035 acres to be disturbed- The existing runoff from the PUBLIC SEWERS AND SHALL BE TESTED PER THE entire site dunng a 10 yr. storm is 3.438 c.f.s. and from a 100 yr. storm is 6.822 afs_ The proposed runoff from the entire site during a 10 yr- storm is 1.863 af.s- CITY OF CARMEL TESTING SPEGRCATIONS. ond from a 100-yr storm is 3.468 c.f.s. Maximum storage required is 4,%2 c.f with 12,446 c.f. of storoge provided. LEGEND• MLAG OVERFLOW EASEMENT No. 'I ,y"� LEGAL DESCRIPTION ,y0� EXISTING SPOT ELEVATIONS +� �g39 ExISTING CoNTOUR uNES A part of the Southwest Quarter of Section 6, Township 17 North, Range 3 Fast of the Second Principal Meridian, located in Clay Township, Hamilton County, Indiana and ( o top of curb being described as follows: �� a � \� U , � i � i 902 \ / % � � A�'f�ALT � � � � � eo' �L,�, �-�i � ,,,'� �� i � � i 900 � / � � � � � i - � � i � CONCRETE EDGE � � / / / i � Ex. eEEHivE iN�Er CONCRTETE � TC=898.09 INV. 15'RCP =896.54 � i� INV. 12'� P E=896.54 � � � V� � / �� V� \� VA �� \� \�� \� V� \� �3g. p� po�ement PROPOSED SPOT ELEVATIONS �� \ � g"�`� Commencing at a railroad spike at the southeast corner of the Southwest corner of the � Southv�st Quarter of Sec[ion 6, Tovmship'17 North, Range 3 East; thence; South 89 � Degrees 12 minutes 24 seconds West (assumed bearing) 1381.48 feet along the south i� \ 839 PROPOSED CONTOUR uNES line of said Southwrest uarter the South line of said Southwest uarter bein Q i Q 9 established in agreement with information found on the plat of "The Park at Weston `� � PROPOSED STORM SEWER PIPES Place, Sedion One' Instrument N9537316, Piat Cabinet 1, Slide 558 and a survey of the o parenttract by Weihe Engineers, Inc., dated July 21, 2002J; thence North 00 degrees \ � � N � PROPOSED PRECAST CoNCRETE 47 minutes 36 seconds West 74323feet to a MAG nail; thence South 69 degrees 03 � \� � � INLEf (SEE SITEWORK minutes 51 seconds Wes[ 120.00 to a 5/8-inch rod with a yellowcap marked Miller � `�� DETAILS) Surveying at the POINT OF BEGINNING of this description; thence South 38 degrees � � 55 minutes 12 seconds West 27.24 feet; thence South 69 degrees O5 minutes 15 �\ � 'os seconds West 23.00 feet; thence North 20 degrees 54 minutes 45 seconds West EROSION CONTROL INFORMATION: \ \ \ 193.6�3 feet; thence North 69 degrees O5 minutes 15 East 46.48 feet to a cut X; thence SEE SITE EROSION CONTROL PL4N PoR LOCATIONS AND South 20 degrees 56 minutes 09 seconds East'180.00 feet to the POINT OF \ � � INSTALL4TION OF ALL EROSION CONTROL MEASURES BEGINNING. � REQUIRED ON THiS SiTE. MLAG OVERFLOW EASEMENT No. 2 �� FLOOD PLANE INFORMATION: LEGAL DESCRIPTION �� THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X' AS � �� SCALED FROM THE FLOOD W SURANCE RATE MAP (FIRM) A part of the Southwest Duarter of Section 6, Township'17 North, Range 3 East of the \ � FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME OF Second Principal Meridian, located in ClayTovmship, Hamilton County, Indiana and \\\\ � \ HAMILTON Co, COMMUNITY NUMBER, 18057C, PANEL NUMBER, beingdescribedasfollows: ozosF, oarEO FEeRUnRV ie, zooa �� \ � Commencing at a railroad spike at the southeast corner of the Southwest comer of the ? � BENCHMARK: MARION COUNTY BENCHMARK -PIKE 94 Southwest Quader of Sedion 6, Trnvnship 17 Nodh, Range 3 East; thence; South 89 j �� SEC 19-17-3: INDIANA STATE HIGHWAY COMM. STANDARD BRONZE PLATE, Degrees 12 minutes 24 seconds West (assumed bearing) 1381.48 feet along the south � �� STAMPED MAR G-24, SET IN TOP OF CONCRETE POST, 60' SOUTH OF line of said SOUthwest Quaftef (the SOUth Gne of 5aid SOUthweSt Quartef being y �� CENTERUNE OF S6TH STREET AND 93 SW OF U.S 42�. established in agreemerit with information found on the plat of "The Park at Weston � �� \ � NAVD 88 = 860.10 Place, Section One" Instrument tp537316, Plat Cabinet 1, Slide 558 and a survey of the � �`\ � parent tract by Weihe Engineers, Inc., dated July 21, 2002); thence North 00 degrees �J � TBM# 1 47 minutes 36 seconds West 74323 feet to a MAG nail; thence South 69 degrees 03 v eq7 �� 9j � IRON PIN WITH CAP MARKED MILLER minutes 51 seconds Wes[ 120.00 to a 5/8-inch rod with a yellow cap marked Miller ELEV.=898.36 Surveying atthe POINT OF BEGINNING of this description; thence Nodh 20 degrees 56 minutes 09 seconds Wes[ 180.00 feet to a cut X; thence North 69 degrees 03 � STORM DRAINAGE AND GRADING NOTES minutes 5� East 27.02 feet; thence South 20 degrees 54 minutes 53 seconds East 180.00 feet; thence South 69 degrees 03 minutes 51 seconds West 26.97 feet to the 1. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING POINT OF BEGINNING. THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. MLAG OVERFLOW EASEMENT No. 3 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY LEGAL DESCRIPTION CORNERS AND REPLACE ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. 3. ALL PIPES ENTERING SToRM SEWER STRUCTURES SHALL BE GROUTED To A part of the Southwest Quarter of Section 6, Township 17 North, Range 3 Fast of the ASSURE CONNECTiON AT STRUCTURE IS WATER TiGHT. Second Principal Meridian, located in ClayTa.vnship, Hamilton County, Indiana and 4. DIMENSIONS SHOWN ARE TO CENTERLWE OF PIPE OF CENTERLWE OF beingdescribedasfollows: STURCTURE. 5. GRADES SHOWN ARE FlNISHED GRADES FOR BUILDING SUBGRADE ELEVATIONS Commencing at a railroad spike atthe southeast corner of the Southwest corner of the REFER TO ARCHITECTURAL PLANS. Sou[hwest Quarter of Section 6, Township'17 North, Range 3 East; thence; South 89 6. ALL DIMENSIONS OR COORDINATES SHOwN TO BUILDING ARE TO OUTSIDE Degrees'12minutes24secondsWest(assumedbearing)'1381.48feetalongthesouth 7. EXiSTWG UTILITY LiNES SHOwN ARE APPROXIMATE LOCATIONS ONLY. line of said Southwest Quarter (the South line of said Southwest Quarter being established in a reement with information found on the lat oF "The Park at Weston THE CONTRACTOR SHALL FlELD VERIFY ALL ExISTING UTILITY LWE 9 p T Y I Place Section One" Instrument H9537316 Plat Cabinet 1 Slide 558 and a surve of the LOCATIONS PRIOR TO ANY CONS RUCTION AN DEVATIONS FROM THE , , y DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER OR ENGMEER parent tract by Weihe Engineers, Ine., dated July 21, 2002); thence North 00 degrees 8. THE SiTE WORK CONTRACTOR SHALL COORDINATE THE WSTALLATION OF 47 minutes 36 seconds West 743.23 feetto a MAG nail; thence North 20 degrees 56 ALL UNDERGRaUND UTIUTIES WITH HIS WoRK. ALL UNDERGROUNO minutes09secondsWest15.97feettothePOINTOFBEGINNINGofthisdescription; UTILITIES (WATER, SANITARY SEwER, STORM SEWER ELECTRICAL thence Sou[h 69 degrees 03 minutes 51 seoonds West 5.11 feeX thence North 20 CONDUIT, IRRIGATIaN SLEEVES, AND ANY OTHER MISCELLANEOUS), degrees 56 minutes 09 seconds West 148.36 feet; thence South 69 degrees 03 minutes SHALL BE IN-PLACE PRIOR TO THE PLACEMENT OF BASE COURSE 51 seconds West 25.00 feet; thence North 20 degrees 56 minutes 09 seconds West 9. ALL RLL AREAS TO BE COMPnCTED CLAY ROLLED iN wITH A SHEEPS 15.67 feet; thence Nodh 69degrees 03 minutes 51 seconds East 30.11 feeX thence \ FOOT ROLLER IN 8° LIFTS AND COMPACTED TO 959 STANDARD PROCTOR. South 20 degrees 56 minutes 09 seconds East i64.03 feet to the POINT OF � VERIRCATION OF THE COMPACTION SHALL BE DONE BY AN INDEPENDENT SOILS �� TESTING COMPANY AND ALL TEST RESULTS SUBMITTED TO THE ENGWEER_ BEGINNING. �� \� � ��PA No.a 901.56 --- No.i --- 897.36 No.b 90218 896.92 No2 --- --- No.c 901.50 897J5 No.3 --- --- No.d 899.32 895.92 No-4 -- 895.91 No.e --- --- NOS --- --- NO.f --- --- No.g 900.20 895.10 No.s --- --- No.h 900.37 --- NoJ --- --- Jo.b-1 900.58 892.93 No.i --- 895.59 No.B -- 895.59 No.l ___ ___ No-9 -- 893.91 No.k --- 893.91 No.11 89825 893.85 897.36 --- --- 897.36 4.5" 30'" MANHOLE NEENAH R-1557 896.92 --- --- 897.00 --- --- N-12 --- -- -- 896.82 896.82 5.36' 30" MANHOLE NEENAH R-1557 --- 896.82 896]8 896J8 --- --- rcP --- --- 896J8 896.68 896.68 4.82' 30" MANHOLE NEENAH R-1557 --- 896.68 896.34 896.34 --- -- rcP --- --- 896.34 89624 remarks 5.4' 48" MANHOLE NEENAH R-1557 895-92 -- -- 895-91 -- -- rcP -- 895.91 --- --- --- --- --- SC-310 --- --- 89624 89623 89623 --- -- rcP --- 89623 --- --- --- --- --- SC-310 --- 895.10 894.90 895.00 894.90 5-3' 48" MANHOLE NEENAH R-1557 --- 894.85 894.90 894.85 --- -- rcP --- --- 894.85 894.85 894.85 11.19' S4" AS-4 CFD NEENAH R-1557 --- 894.81 894.85 894.81 --- -- rcP --- 892-65 -- 894_81 EXIST_ 7_93' EXIST_ MANHOLE NEENAH R-1557 17' 12 18 --- --- --- --- --- --- METAL END METAL ENDSECTION 15"" 895.49 -- -- 895.49 -- -- rcP -- 15'. 895.49 --- --- --- --- --- METAL END METAL ENDSECTION 15' --- --- --- --- --- --- METAL END METAL ENDSECTION 15" 893.85 --- --- 893.85 --- --- rcP --- 15° 893.85 -- -- 893.85 4.4' 30" MANHOLE NEENAH R-1557 -- FXICT --- --- FXIGT FXIST FXICT MANHN F NFFNAH R-155� --- 169.0 , z.o 129.0 3.58' 5_28 t i_o' 10.0' 33.0' 2L0' SOUTH SOUTH i rnu ( ) eENC� wEST ' „"-�� c uec� WEST \ WEST WEST � NORTH CONTROL S l NoRrH �z°��P= a � ___ (5) AORMiECH ST( N�iiTH WITH MIRAFl 600X - - (IJ SiORMiECH ST( EAST (see sirewoeu oi EAST CONTROL S EAST Aaua-Swid Con< SOUTH INSTALL DEBRIS SOUTH SOUTH WSTALL DEBRIS SOUTH INSTALL DEBRIS SOUTH i. �i EX FLAT GRATE WLET�� exist. str.c-1 TC=898.40 �� INV. SE 24" RCP=893.90 �� INV. NE 24" RCP=894.00 �� U �� A � �� EX. INV. �� \ 15"" RCP=896.50 � ' _ � ' � � i � � \� / / �� 1 � � � / / � scr.� �� G �� a�� •, (1 \ y o� N�Np . lJ ' m\\ �`\ o. 0 9 �AG 7 P�� 9 1 � � � 4 c�� \ U,� �, � yF � o � f N �� J �� °- o 0 o � � o < m .� �\ � \ <�v °0 3� `� \ � � � � �'� .�OO g ?�� Z � i o �� ?�7i� � �N� 9N y�� \\ W � N o �O Cfl l0 R G� � �'yc�i� �� 8 �� o `�.co �� G-'�<. �'s'o � g9 �� r � _°i e �� \ � s, � � �� o p o o� �T St g9� \ � � � � 5 � � ` � � �� e93� 8� 9 i r �� 8�L S PI �(SEE SiEWORU�DEiALS FOR�TRENCH DRnN) �� s �� ° ti� �� u E N��: iNVERrs au1� iz'p��= egs.9z (\V � \ ag3a5 i �4 sEE TEwoRK oErni�s) � A � �p° � � GE CryA1ABE BOTfOM INSTALLE� AT 895.90 AN� WRAPP �N-wo�keN caVtE*ri� Fnaaic (see sirewoaK oErni � � � N� �� , �� - - � � n� assso a� \ _ � � I DETAILS) � � � EE SITEWORK DETAILS) �E CASTING � � ECIRCA� SPECIFICATION SHEET STORM� 2 YEAR 10 Y 100 Y DESIGNED O1 i i i � i i i i i � �ezisL str_d-1 � % ii �� ' O �� ` i i� i i� EX FLAT GRATE MLET TC= 900.34 INV. SW 24" RCP=896.12 INV. NE 18" RCP=89624 INV- SE 10" PVC=896.24 THE STORM SEWER SYSTEM Syi¢L'C BE CONS�RUCTED PER DESIGN S ECIRED AND AS APPROVED BY THE CITY OF CARMEL ON JI3� FINAL APPRO D CONSTRUCTION PLA S. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY B��PERMITTED DUE TO PECIAL CIR UMSTANC S OR DIFFICULiY DURMG CONSTRUCTION AND WILL REQUIRE�P�RfOR RELD APPROVAL FR M A D G ATED EPRESENTATNE OF THE CIiY OF CARMEL IN ADDITION TO SIJPBCEMENTAL APPROVAL BY THE ESI EN WEE . AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE Ily$LUDED AS A REQUIREMENT ON AS T� CO D DR4WING5 SUBMITTED FOR RELEASE OF PERFOR�gNtE GUARANTEES. APPROVED DESIGN SL PES IDE TIFED AS GENERATING VELOCITIES OF 25 FPS OR 1�53 OR 10 FPS OR GREATER (AT FULL FLOw CAPACIT ) SHALL REQUIRE AS-BUILT CERTIRCATION AT THE TNE OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE E CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH d � CTION OF STORM PIPE AS IT IS BEING WSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PL4NS AND AS st�� A PROVED BY THE CIiY OF CAkMEL. z�� HATCH LEGEND: ALL REQUIR EXCAVATION IN THIS Halch indicates: AREA SHALL E DONE WITH CAUTION MLAG overflow path DUE TO AN XISTING GREASE PIT // off the property AND THE UN NOWN LOCATION OF � � EXISTING SER ICE PIPES. � o �ir` \\ , N �AM�� rRV ZV0 1 i i e�t � � pim��i exj ��° a �\ � e.ist. � � �a[cb WQIk \� �pP� ��8 ` \ \ 0 1 ,� � � N , � o � �' o, � o / ZN i � Z � � � C��gO �� ?� c � � RECP��F�oRR�� 0 � 5� F�N�SN � � � 6� � i �, , , i �'o_ i _„N i' � � N �� ZN � 0 �p1.7� �� ia v� tgpi 5� � � i9 �Z "' m �. 9�� F �n. � � � � �o"" " � ; ,�ti �N F � � � � ��.� , 51EP �'t �\ °' % I� i c^�z / 9 i � `� I �.�i � � % a o5 i� C�N� �� 9 b , o o ° �° �,a i S�(FL�P��I.��asi � 4e� R�( p,AL �oR �� 86 � sOa�o � F N\5�'` PR6p. i j0 �� / ��NSRO� � 0 6 R��E�. h / rYCR � 1 '� � o �, o�' MFPG NE� G� ag8 � 0�0 �°� � A� �'� �ORF�� p� A�'� V cP� �gg 68 � 5 � ` 'v�. M�,G�. . � 0. 4 9��81 / P�. � l ��G j � / / V� % 6° ( � I � �/ II I� � '�� i . e5� �1 � � �I� j // �� U � �j IIF / 1'11 Q � / I� � / � � G j 11 SC� ,�, ',i � � n /i �� EX- INV. 27" P=8£ NORMAL P : 893.26 EX. INV. 15" 893.18 _ _ � � y� �� /i >C NOTE: NO EARTH DISTURBING ACTIVIiY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT Z� � o � c1, �� y� � �z� � �5 1 o \ �� i � CONC�� EX � �� .�, � �� , , �l /� �� i % i / i 1 � i \� i V "� Knowwl�arsbslolAL � �AI� bsfors You sYg. 1JiY DISCWMER EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LWES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING THERE IS NO GUARAMEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH WFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENE55 THERWF IS EXPRESSLY DISCL4IMED. \'1'I � o c � � N � o � M 0 � 3 3 = o � o 0 �N o a m � � v 0 E VERSATILE CONSTRUCTION GROUP, LLC. sio eon rro�r eooe, se�ie s�o ne. wnxam�a. mma�a �sie� PM1�. 31].95899 faa: 3O.SA.]SBI o � � � �d a � � �� N � � � ( � , [ `/ `/ v Job No-- Date Stamped: 13039 9�30�13 Drawn By: Checked By: Scale- caw tab 1"= 20.0' CAD FILE G\13039\W00 slle gmtling ploatlw9 �C�t A Bq-�' �G�i . �cisre� T _ : 7� N0. 197003Q9 _* CERTIFIED BY: THIS DFAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP LLC AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREM. r nnF C�4��