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HomeMy WebLinkAboutWAX001 - Full Set Civil 03.20.19CIVIL GOI' STRUCTION PLAINS Docket 1\10: Freddy's Frozen Custard & Steakburgers 970//9703 11 MICHIGAN ROAD (US 421) CARMEL, I N D IAI\IA 46032 SE 1 /4 OF SECTION 7 — TOWNSHIP 17 NORTH — RANGE 3 EAST PROJECT VICINITY BENCHMARK HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID03 (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET BENCHMARK A Hamilton County Geodetic Control Disk in the NE Wingwall of a Conspan Three —sided arch bridge structure (Str. No. 281) carrying W. 96th Street over Crooked Creek. Elev.=871.54 T M Cut 'Y' in Concrete Walk on East side of Michigan Road. Elev.=882.35 LAND DESCRIPTION Parcel 1: Lot 8 in North Augusta, a subdivision in Hamilton County, Indiana, as per plat thereof, recorded in Deed Record 132, pages 446-447 in the Office of the Recorder of Hamilton County, Indiana. Except the following described real estate conveyed to the State of Indiana by Warranty Deed recorded September 20, 2000 as Instrument No. 2000047071, more particularly described as follows: Beginning at the Southwest corner of said Lot 8; thence North 20 degrees 46 minutes 56 seconds West 30.480 meters (100.00 feet) along the Western line of said Lot 8 to the Northwest corner thereof; thence North 69 degrees 13 minutes 04 seconds East 5.967 meters (19.58 feet) along the Northern line of said Lot 8; thence South 22 degrees 18 minutes 14 seconds East 30.491 meters (100.04 feet) to point '734" as shown on said right of way plat, said point '734" lying on the Southern line of said Lot 8; thence South 69 degrees 13 minutes 04 seconds West 6.776 meters (22.23 feet) along said Southern line to the point of beginning. Commonly known as 9703 North Michigan Road, Carmel, Indiana. Permanent Index No.: 17-13-07-04-02-026.000 / 29-13-07-402-026.000-018 Parcel 2: Part of Lot 9 in North Augusta, a subdivision in Hamilton County, Indiana, as per plat thereof, recorded in Deed Record 132, pages 446-447 in the Office of the Recorder of Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the Southeastern line of said Lot 9, distant 61.19 feet Northeasterly of the Southwest corner thereof; thence Northeasterly on and along the Southeastern line of said Lot 9, 239.90 feet to the Southeast corner of said Lot 9; thence Northwesterly on and along the Northeastern line of said Lot 9, 135.63 feet to the Northeast corner of said Lot 9; thence Southwesterly on and along the Northwestern line of said Lot 9, 258.50 feet to a point which is 41.50 feet Northeasterly of the Northwest corner of said Lot 9; thence South 20 degrees 25 minutes 55 seconds East 99.24 feet; thence South 71 degrees 55 minutes 40 seconds East 25.56 feet to the place of beginning. Commonly known as 9701 North Michigan Road, Carmel, Indiana. RELEASED FOR CONSTRUCTION 14-02-025.000 / 29-13-07-402-025.000-018 Subject to compliance with all regulations of State and I acal IInMm City of Camel ((�� �vn\�'lanrk,alO+L DATE: \\ 04/03/19 CONSTRUCTION PLAN INDEX C0.0 TITLE SHEET C1.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.0 SITE PLAN C2.1 UTILITY PLAN C2.2—C2.3 GRADING & DRAINAGE PLAN C3.0 STORMWATER POLLUTION PREVENTION PLAN C3.1 STORMWATER POLLUTION PREVENTION DETAILS C3.2 STORMWATER POLLUTION PREVENTION NOTES C4.0 INDOT DETAILED ENTRANCE PLAN C4.1 INDOT MAINTENANCE OF TRAFFIC PLAN & EXISTING CONDITIONS C6.0 STORM SEWER PLAN & PROFILES C10.0—C10.4 GENERAL DETAILS STORMTECH STORMTECH DETAILS BY ADVANCED DRAINAGE SYTSTEMS, INC. C11.0 SPECIFICATIONS 11.0 LANDSCAPE PLAN SL1.0 SITE LIGHTING PLAN REFERENCE DRAWINGS ALTA ALTA/NSPS LAND TITLE SURVEY BY CENTRAL STATES CONSULTING, LLC. (PROJECT #18-080, DATE: 10/01/18) PROJECT DEVELOPER: Freddy's Frozen Custard 8s Steakburgers Email: bepperson@freddysindy.com Phone: (316) 617-8880 ATTN: Blake Epperson 102 North Fountain Street Wichita, KS 67208 C \ 7 \ \ 3 2 � GROUP, INC 160 West Carmel Drive, Suite 240 Carmel, Indiana 46032 Phone: (317) 810-1677 Fax: (317) 810-1679 ATTN: Eric Gleissner Email: egelissner@civilsite.net ARCHITECT: WINTER ARCHITECTS 1024 East 1st Street Wichita, Kansas 67214 Ph: (316) 267-6224 ATTN: Rodger Baker SURVEYOR: CENTRAL STATES CONSULTING, LLC. 23-B N. Green Street Brownsburg, Indiana 46112 Ph: (317) 858-8662 ATTN: Donald Mosson 18100012 DE/ADLS 18100013 REELAT /8100003 V /8/00004 V Irwin Eoke o- o v v, s, W 9Bm Sr y n g Ss a e, 9„F o SITE-tr u, 1-465 1-465 aooiaon Rd Wooamew Tree � d � a aepauw Blvd 3 V 7 � !` Barnard St S g w � 7 9a Vincennes RA Pa. e CL 7 L O u v W 96[h St W 86th S[ �n CARMEL ENGINEERING DEPT. NOTE ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. �C) ��'GstEq�o'tidP No • PElM03858 : i[ .o ;• STATE OF e 6, G7� DATE: 10/26/2018 VICINITY MAP SCALE: 1" = 1000' NORIIt OPERATING AUTHORITY CITY OF CARMEL DEPT. OF ENGINEERING ONE CIVIC SQUARE CARMEL, INDIANA 46032 PHONE: 317-571-2441 FAX: 317-571-2439 DEVELOPMENT SUMMARY PROPOSED USE: RESTAURANT BUILDING TOTAL SITE AREA = 1.38± Ac. LOT COVERAGE PERCENTAGE = 66.7%"" "ALL IMPERVIOUS SURFACE TOTAL DISTURBED AREA = 1.7± Ac PROPOSED BUILDING GROSS SQUARE FOOTAGE = 3,710± S.F. PROPOSED BUILDING COVERAGE RATIO = 6.2 % OF SITE AREA CURRENT ZONING = B-2 (BUSINESS) ANTICIPATED CONSTRUCTION START/COMPLETION DATE FEBRUARY 1, 2019 / DECEMBER, 2019 TOTAL PARKING SPACES = 67 EXISTING RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. REVISION RECORD DATE DESCRIPTION IDES BY APP E /04/19 REVISIONS PER T.A.C. AGENCY COMMENTSCKLIST LAG EAG /09/19 EW REVISIONS PER I.N.D.O.T. REVICHE EAG EAG !/06/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG i/19/19 REVISIONS PER CARMEL UTILITIES (SHEET C2.1) EAG EAG PROJECT NUMBER WAX.001 H1111117 FLOOD NOTE THIS LOT UES ENTIRELY IN ROOD HAZARD ZONE 'X" AS SCALED FROM THE FLOOD INSURANCE RATE MAP (ARM) FOR HAMILTON COUNTY, INDIANA COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081 MAP NUMBER 18057CO225 G PANEL NUMBER 0225 G, DATED NOVEMBER 19, 2014, REFERENCE NAP FlRM MAP Kt 18057CO225 G EFFECTIVE DATE: NOVEMBER 19, 2014 GENERALNOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF -SITE. DEPFVDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET CI 1.0 FOR SPECIFICATIONS. XX / \ ass ug Fd \ pica) ... ` \\(grass) \ SIX 400 \\ \\ X. ', L fit\/ 3 \ r ONCRETE `! o 3 CZ \I \ NA NX $ . 8" can Cab " R \; I I t Prone ZONING B2 S 1 n eA, J \ A. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations \ of State and I need fnMV City of Camel ((�� �Mm GIlonokllaAaL DATE: \ 04/03/19 TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 10/01/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. REVISION RECORD IREVI DATE I DESCRIPTION DES BY APR BY 1 101/04/191 REVISIONS PER T.A.C. AGENCY COMMENTS I LAG EAG LEGEND: _ I PROPERTY BOUNDARY RIGHT—OF—WAY ,rNo Additional Polti Set \ - — — — — - EASEMENT -----847---- EXISTING CONTOUR MN '(E � / Major Rebar Fd. \ GO \,\O % \ 0.09' IN 0.24' �. & \ � PROPOSED SAWCUT LIMITS NORTH I `Un-Capped Rebarl I \ DEMOLITION ITEM \ 0�33N. & 0.61' IE. of \ - - — � — SILT FENCE 20 0 10 20 / � _ / _ _ � �• ��� Computed Locatioq ` � \ I I I / ❑ INLET PROTECTION . � n—Ca ed Rebaqr Fd. / � � � � LIMITS OF DISTURBANCE IN / ��� \\ 111.10' S. & 5.22' E. \ 1 inch FEEzoft. / \ / / /�0 5' Utility Easemen I �1�10' (per plat) \\ I I \ DEMOLITION NOTES: /R PL ZONINGsPC Item #7 ♦ \ 1 SING E-FAMILY, \ DEMOLISH & REMOVE EXISTING CURB CI �10 S 8' Wood fence A \ OO (SAWCUT AT THE NEAREST JOINT PAST DEVOLUTION UNITS) / l ♦ RESI ENTIAL \ i GOtJ` /kO(E� (grass) �♦ \ \ DEMOLISH & REMOVE EXISTING SIDEWALK 1 �/ A / / S ♦ \ I \ OO (SAWCUT AT THE NEAREST JOINT PAST DEMOLITION UNITS) \ / / i t�.� _� �♦ \ (grass) \ DEMOLISH & REMOVE EXISTING CONCRETE DRIVE PAVEMENT N. S--/ I Curb / % / // `\ \\ \\ O (SAWCUT AT THE NEAREST JOINT PAST DEMOU RON OMITS) / \\\1t\ \1 \ ® REMOVE AND/OR CAP EXISTING 12" STORM RCP STUB 1 BENICHMARK MENNEN t?�' eaa . � ��' 1��Le��/—`�GRA55� \\ 1�♦ \ \I 1 Silt Fence— HORIZONTAL AND VERTICAL CONTROL: No Additional Point Set 1 y SF s5'S \ 4' Chain -link fence • %�/(��I a ed Rebar Fd. \ COORDINATE SYSTEM: w Barbed Wire �♦ i' ��"I PP \ US STATE PLANE 1983 (AT GROUND) "M E" Rebar Fd. on Line \ ♦ � \ PROJECT DATUM: \1 11 NOTE: ALL INITIAL EROSION CONTROL \ I 11.j4' S. 8c 5.73' E. of I WORLD GEODETIC SYSTEM (WGS 1984) `ems.-6 cone. / MEASURES (SILT FENCE, TEMP. CONSTRUCTION \\ / ♦ Corl�puted Location I VERTICAL DATUM / ENTRANCE, & INL€,T PROTECTION) TO BE V\ae� NAVD a8 / INSTALLE'D PRIOk TO DEMOLITION. a\ \� / / / INDIANA f / \N\ / i 1 / INDIANA EAST 1301 % ..('grass) // \\ 0� / O O 4' wire fence '� / ♦ 885 000000 GEOID MODEL: 000000000 II I _—/ GEOID03 (CONUS) \\ 1 ♦ / JI I 000000 \ COORDINATUNITS E UNITS US SURVEY FEET — 1 00000 \ \ I // \ HEIGHTCUNTS USUSURVEY SURVEY EETET —882 — BBz ------ / \ O O 0 �♦ \ / Temporary o 0 0 \ ♦ \ / BENCHMARK ��\\\ ♦ EXISTING 16" POLY WA AIN / P Y \ O00000 \ �♦ \ ♦ \ I CARMEL UTILI / Construction \ O O O ♦ I I t Hamilton County Geodetic Control Disk in the NE Hamiwalllton of a Geodetic Consican Three —sided \\ ♦ I sx / Entrance 000000 \ \ \ ( arch bridge structure (Str. No. 281) carrying \\\_ n N— I NOT LOii ON SURVEY, / 0 0 0 1 I \SINGLE-FAMILY �Vi! ) O O O �� �� W. 96th Street over Crooked Creek. \ y CO CTOR TO FIELD VERIFY / Oo0o0o \ �♦ )RESIDENTIAL Elev.=871.54 \ ♦ 1�" Rot (stub) CATION & DEPTH PRIOR TO// (grass) i 000000 \ 1 % • �£ COMMENCING WITH CONST-RUCTION"" o0UOo0 1 ♦ ( TBM #50 \\ / I O O O \ �q \ (gross) Cut "X" in Concrete Walk on East side of rR. \\\\ Y/ - M 0 OD O0O00 \ \14 v.=882.35 ��\-- Michigan Road. Ele DEMOLITION NOTES £ ♦ as — GRASS // 10 00Q00 DA Q0\mm \\ ♦ \ _OOOd� Tempora�♦ � No Additional Point S ry — / I OOO000 \ ♦ �� "Major" ReI fd. L OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION of ITEMS OR STRUCTURES TO BE }I y \ \\ £ od sign I O O O O /�♦ w 0.18%NC 1C 0.67' E. 6 DEMaISHED. \a \ \\ d1 O o O o O o Utility deementJ �♦ 5 I ty ♦ \ YeIIOW Capped Rebar 2, ITEMS INDICATED TO BE REMOVED BUT QU SALVAGES VALUE TO CONTRACTOR MAY BE REMOVED AS WORK NX 1.\\ _ _ ♦ / U O U O U O O (per Plat) / /�♦ 12.79' S. & 6.87' E. PROGRESSES. 4( ♦ / / O O O Iterll, 7� Computed Location_i 3. STORAGE OR SALE OF REMOVED ITEMS ON SSE WILL NOT BE PERMITTED. \ £ o00000 ��� \ F Y \5 `; 1iGRA55� / / ��GRA55� U 0 (0 \ ♦ `, /'/ 4_ PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEEDED TO PROTECT OWNER'S \ ♦ ('�O PERSONNEL AND THE GENERAL PUBLIC FROM INJURY DUE TO THE DEMOLITION AREA. \\ \\\ ;\ BE \XX (grass) // / / 4 V O000yy SF \ 5. REPAIR ALLCOSINCIDENTAL OWNER DAMAGE TO ADJACENT FACILITIES CAUSED BY GENERAL DEMOLITION AT NO \ \1pgg,, G `�R ' \\ \ \ �\ ` Y Capped Rebar Set / / / / / Q d O ,`tom`/�ro : �� g8q ° _ �S 1 6, CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER i0 ENSURE MINIMUM •CONCRE-T \\ \ ��♦ "Un—Capped Rebar Fd. / Silt Fence / / O(\ �Q Q ° % _� / INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. \ £ \ w; (bent over and damaged) I / / / 0O��07 �a0 _ �=_��!- °-- / _ 7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED 1.00' S. & 2.58' E. of / / / / — �— — _ / / $F i—O / / ^/ / / FACILITIES WITHOUT WRITTEN PERMISSION AND/OR REWIRED PERMITS FROM LOCAL JURISDICTION. PROVIDE _Pl O / / ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING JURISDICTION. ( m .;�p•', \\ \ \" Computed Location �/ �— ,,F .� »° O O I.IAU�\ / \ pe £ \ / / \ _'' O 'gE O GASP / 8. DO NOT INTERRUPT EXISTING UTNPES SERVING OCCUPIED OR USED FACILHES, EXCEPT MEN AUTHORIZED .\ ?': \\ \ \ / / / / \ �'.e'� _ _ ° 0- O O / �i6b r-// / \ IN vmmxc FROM unun COMPANY II a" COLIC. CUrD`\ 00' \\ \ \ ` / / / / / �- !a a's % _ i / / / / / / ' \ 9. USE WATER SPRINKLING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT DUST, DIRT, / /854 / / ' AND DEBRIS TO LOWEST PRACTICAL LEVELS. COMPLY WIN GOVERNING REGULATIONS PERTAINING TO 1 \ \ F \\tea \ \.a, �\ B /y1 !S!__�_"/IE9 �q'd/ ENVIRONMENTAL PROTECTION 1 \ \';• � 1- \\ \ \ 0f\ \Aa b / y0.CJ �� °' / / as / / / / / /� i0 COMP10. UTE DEMOLITION RM SELEC71W DEMOLITION ON DRAWINGS SYSTEMATIC MANNER. USE SUCH METH00S AS NECESSARY XX CON ETE—N-,o �a ` OWNER: ° / Iowa11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT �'— �' i / A _ FREDDYS FROZEN CUSTARD & STEAKBDRGERS JUNCTURES WHERE DEMOLIITON ENDS AND NEW CONSTRUCTION / IMPROVEMENTS BEGIN USING A MASONRY SAW.. \\,. i ��=y 1 ° ALZ� — — _ / '' / / ATTN: BLAKE EPPERSON DO NOT USE POWER DRIVEN IMPACT TOOLS. ASPNr"/ — j884 — — 1 / / (316) 617-8880 _ /-. 12, COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOUTUON WORK. PROVIDE ALL � S �/ \ / / ENGINEER: CONSISTING OF APPROVED EARTH, GRAVEL OR SAND, FREE OF TRASH AND DEBRIS, STONES OVER 6" DIAMETER, _ ° 4 r�L $8 % ROOTS , TOPSOIL, AND OTHER ORGANIC MATTER. \\ VNX .I► / 160 SITE GROUP, INC. —� \ I aOt\Oi / S 1 / ,JP / SUITE WEST CARMEL DRIVE 13, REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM SITE \\ ` rp ed�e�t/ / 9� �� / ` / 1 CARMEL, 4 NDIANA 46032 TRANSPORT AND LEGALLY DISPOSE OF MATERIALS FROM SITE. 5 w / �� _ / // \ (317) 810-1677 14, IF HAZARDOUS MATERIALS ARE ENCOUNTERD DURING DEMOLTION OPERATIONS, COMPLY WITH ALL \\ i /� _II�2 /—/ APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION / —' CIA\- \ SURVEYOR: AGAINST EXPOSURE ON ENVIRONMENTAL POLLUTION. .x QC te) CENTRAL STATES CONSULTING, LED. 23 B NORTH GREEN STREET 15, BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE. \\ — / i / /—/ \ BROW(317) 8 8-8 INDIANA 46112 16, UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM �F, (317) (85�8L-.L8662 (� SIZE. REMOVE PROTECTION BARRICADES AND LEAVE SITE FREE OF DEBRIS. ,F, 1"`ER�lA / / \ ARCHITECT: ITECT: 17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACIU11B AND SURFACES TO \\ \\ T �. ' / / COXI DIG ALIJ / / WINTER ARCHITECTS REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLNION WORK. REPAIR \ / I ME / ATTN: RODGER BAKER ADJACENT CONSTRUCTION OR SURFACES SOLED OR DAMAGED. \/ I OFFIG� / WICH EAST let STREET 18. INVESTIGATE BUILDING FOUNDATION FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW GRADE AREAS. \ I XX I / / (316) 2 - 67214 CONTRACTOR RESPONSIBLE TO ALL ALL BELOW GRADE AREAS MEN SUITABLE ALL MATERIAL TO 95Z STANDARD / \ I — / / — (316) 267-6224 PROCTOR DENSITY (ASTM D-1557). waarq G 1 0 V1 C'1 0 Ww� x J) citi �N M �¢< o 0 W wF Dail Nx ��S1� I� r•-1 d c WE-o �U N o0 5) U v V� a P GLE/SS4, `,J - PIP : NO PE10403858 .o ;• STATE OF z DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1" = 20' DATE: 10 26 18 � Z N � (711 � n xc �D �- Cl)CIO CIOO < C8 Cd 1 I Q '^ U) �Fa O W 0CIO 1--1 ^ Q No0 d\ O U v U) PROJECT NUMBER WAX.001 DRAWING NUMBER C1No SHEET 2 OF 27 FLOOD NOTE THIS LOT UES ENTRELY IN ROOD HAZARD ZONE 'X" AS SCALED FROM THE ROOD INSURANCE RATE MAP (ARM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER 18057CO225 C, PANEL NUMBER 0225 C, DATED NOVEMBER 19, 2014, REFERENCE NAP ARM MAP 1t 18057CO225 G EFFECTVE DATE: NOVEMBER 19, 2014 SIDEWALK NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL DETAILS. HANDICAP RAMP NOTE ALL HANDICAP RAMPS CONSTRUCTED \ WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD I.N.D.O.T. DETAILS. \ \ \ CARMEL ENGINEERING DEPT. NOTE ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING, THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF (NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. ZONING: B6 \ \ PROPOSED DRIVE & SIDEWALK \ \ \ \ CONNECTION PENDING APPROVAL \ \ FROM ADJACENT LAND OWNER \ \ \\ \ ® \\ \ 000 \ \ 9 000 \ \ \ \ %000 ;f- \ \ \ rL MTM \ `l VaJo 000 \ ¢ C 5 \\ ZONING: B2 \ RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and I anal Cool e City of Camel ((�� �N;T\l�ilandNaAD+L DATE: \\ 04/03/19 NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. sU\vp\N� P oQOSEO lGRossl ,9>^ _ R �105 3S P�aBSoo DEVELOPMEIVT SUMMARY PROPOSED BUILDING = 3,710 G.S.F.± TOTAL SITE AREA = 1.38 AC+/- CURRENT ZONING = B-2 (BUSINESS) GREENSPACE AREA=33.3%(20,019/ 60,154) LOT COVERAGE PERCENTAGE = 66,7%** **ALL IMPERVIOUS SURFACE TOTAL DISTURBED AREA = 1.7 Ac+/- ANTICIPATED CONSTRUCTION START/COMPLETION DATE FEBRUARY 1, 2019 / DECEMBER, 2019 TOTAL PARKING SPACES = 67 TOTAL PARKING SPACES REQ'D = 47 (1 SPACE / 80 SF) PROPOSED V \ TRASH ENCLOSURE \ \\ TT . •' 1 30 4 FREDDYS FROZEN CUSTARD & STEAKBURGERS ATTN: BLAKE EPPERSON (316) 617-8660 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 SURVEYOR: CENTRAL STATES CONSULTING, I.I.C. 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 CHITECT: WIN ARCHITECTS ATTN: RODGER BAKER 1024 ST 1st STREET WICHIT KS 67214 (316) 2 7-6224 \ ZONING: Si L F \/ N C � � C me \ C 9� (13) �� \ 2 \ C (� FL 2) � C / r' © C L 1 'a. K C // •t� (� / (L� C / / L E%\55\TUG • . ; Pil ays i / L L R E4\S�NG Ut1C INA 9(IN a 5p GPS 0000 !• C a � J _ _ _ _ 00000005 ENS �k\iSvLO ZONNdQ B2 Knowwhar9 below. Call before you dig REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG 2 103/20/191 REVISED DUMPSTER ENCLOSURE EAG EAG LEGEND: PROPERTY BOUNDARY RIGHT-OF-WAY 40 BUILDING SETBACK NORTH - - - EASEMENT 20 0 10 20 LIMITS OF DISTURBANCE PROPOSED CONCRETE ( IN FEET ) 1 Inch = 20ft. PROPOSED LIGHT -DUTY ASPHALT PAVEMENT SEE DETAIL 03/C10.0 PROPOSED HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 02/C10.0 PROPOSED UNDERGROUND DETENTION CHAMBER BED AREA SEE STORMTECH DETAILS BY ADS, INC. (1" of SURFACE + 3" OF INTERMEDIATE WILL SIT DIRECTLY ON STONE BED) PLAN NOTES: QA CONCRETE PAVEMENT. SEE DETAIL 01/C70.0. O INDOT CLASS III CONCRETE DRIVEWAY. SEE INDOT STD. DWG. DETAIL E-610-DRV-03 ON SHEET C10.1 © INSTALL NEW STRAIGHT CONIC. CURB. SEE DETAIL 11/00.0 (PRIVATE) & 10-16/010.4 WTHIN PUBLIC R/W. QD COMBINED CONCRETE CURB & WALK. SEE DETAIL 01 QE PRECAST CONCRETE WHEEL STOP (CITY. 8). SEE DETAIL 01 (ZF TYPICAL PARKING SPACE MARKING. SEE DETAIL OS/C10.O. © HANDICAP SIGNAGE. SEE DETAIL 06 & 07/C1O.O QH BICYCLE RACKS (QTY. 4, 8 SPACES). SEE DETAIL 15/C10.0 INSTALL INDOT "ONE WAY SIDEWALK CURB RAMP SEE INDOT STD. DWG DETAILS E-604-SWCIII & E-604-SWCR-06 ON SHEET C10.1 KQ CONCRETE CURB TURNOUT. SEE DETAIL 12/C10.0 © LANDSCAPE AREA OMONOLITHIC CONCRETE CURB & GUTTER PER HOOT CLASS III DRIVE SPECS. SEE HOOT STD. DWG. DETAIL E-605-CCCG-01 ON SHEET C10.1 QN CONCRETE PARKING APRON. SEE DETAILS 1/C1O.2 & 2/C10.2 © INSTALL A.D.A. COMPLIANT HANDICAP RAMP © CONC. DRIVEWAY PER CITY OF CARMEL STANDARDS. SEE DETAIL 10-22/C10.4 WITHIN PUBLIC R/W. ® DEPRESSED CURB & GUTTER. SEE DETAIL 10-23/C10.4 WITHIN PUBLIC III OS CONCRETE SIDEWALK. REFER TO CARMEL STD. DWG. 10-18 ON SHEET C10.0 QT TRASH DEMPSTER ENCLOSURE. SEE ARCH. PLANS FOR DETAILS (INSTALL BOLLARDS AS NEEDED) O SIDEWALK FLUSH WIT( PAVEMENT (INSTALL ADA COMPLIANT DETECTABLE WARNING STRIP & TAPER CURBS) TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, U.C. DATED 10/01/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTUTIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. SITE LAYOUT NOTES 1. ALL CONSTRUCTON METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB/SIDEWALK, RADII TO BACK OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 11. ALL PARKING SPACE DIMENSIONS ARE TO BE 9' WIDE BY 18' DEEP UNLESS OTHERWISE SPECIFIED. Wiwi C Fi d d 0 Ww� GO I•�i r-I Z O �¢< o 0 N W w F �! O D179 a F-I 0 1---1 �y - WNE-o SUEFO U M V� a ,,\\\II IIIIII/I J P GLE/SS4� $cj = : NO PE1040i .0 ;• PO STATE OF •.ti I'O� ANt:•.'2�0 �� DATE: 10/26/2018 DWN BY: EAG CHKD. BY: EAG SCALE: 1w = 20' DATE: 10 26 18 fVi Y-•1 ^ N Co rx Cf) �z� O Z 'r! � � HCd L) a ��z W U O W CO � //moo I--H vl PROJECT (NUMBER WAX.001 DRAWING NUMBER C2m0 SHEET 3 OF 27 - TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 10/01/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE \ \ 'TING SITE; THEREFORE, CONTRACTOR IS \ IBLE TO LOCATE AND FIELD VERIFY UTIUTIES BEFORE COMMENCING :,•\ STRUCTION. CIVIL SITE GROUP, INC. BE HELD RESPONSIBLE F THE D IMPROVEMENT$ INTERFERE WITH TING UTILITY INFORMATION NOT N THESE PLANS. \ \\ IX. SANITARY MH \\y '� •- y \ RIM = 882.91 \ INV. (NW) = 873.40 \\ T INV. (SE) = 873.57 \\ \ E WATER SERVICE LINE TAP-•' WITH VALVE PER CARMEL -A. ;`.. ` \ \ \ UTILITIES STANDARDS\•H; \ Vim^ \\\ \ \ •• ,� . \\\\ \\\ \ a\ :'' \\ U EXISTING FIRE HYDRANT \ \ \\ N CA ' YY EX SANITARY MAN R V' 48 INV. (NW) = 87403 '\g yP INV. (SE) = 874.14 yA IWO / \ \1 A EXISTING 16" POLY WATERMAIN (CARM0. UTILITIES) s "NOT LOCATED ON SURVEY, CONTRACTOR TO FIELD VERIFY LOCATION & DEPTH PRIOR TO COMMENCING WITH CONSTRUCTION=' W/ E%ISTIN\G FIRE HYDRANT \ + Aid, RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and I acal Endem City yyof Carmel �VT�1\B*141WML DATE: \ 04/03/19 90' BENDS REPLACED WITH 45' BENDS (TYP.) D.C. PRIVATE pQpSE� SGRpS � vc PR 11�SF l (J S�,z M 136 F 1bgS0�G eo bill \NrAOU gpNO A '00�R jIL 01 �ONPROW NW MAN" VNM t0 GtA\Xwr GN) DO .,,-NtOR SEp�, sNDI q'�ipNpUg 9p5 1N\ G' PF C ®fi 04�N\NGAS SERNCE LINE - 1T -- (T.B.D. BY VECTREN) - EPSFk.ENS 50 ISLINE \\ a' / \, w\\�� SECONDARY \ ELECTRIC \ SERVICE UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. PLAN NOTES: 1 5' INTERIOR SET METER ASSEMBLY PER PROPOSED ELECTRIC O CARMEL UTILITIES SIDS. / BACKFLOW PREVENTER TO BE FIRST CONNECTION DOWNSTREAM OF TRANSFORMER PER METER TREE (CONTRACTOR TO VERIFY ADEQUATE IPL SPECS. PRESSURE & FLOW PRIOR TO COMMENCING WITH CONSTRUCTION) UX UTILITY CROSSING ARY ELECTRIC SERVICE D. BY IPL) cQ OWNER: FREDDYS FROZEN CUSTARD & STEAKBURGERS ATTN: SLAKE EPPERSON (316) 617-8880 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 SURVEYOR: CENTRAL STATES CONSULTING, U.C. 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 ARCHITECT: WINTER ARCHITECTS ATTN: RODGER BAKER 1024 EAST tat STREET WCHITA, KS 67214 (316) 267-6224 REVISION RECORD DATE DESCRIPTION DES BY APP BY /04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG SAG /23/19 REVISIONS PER THCO COMMENTS EAG SAG 5/19/19 REVISIONS TO FIRE SERVICE PER CARMEL UTILITIES EAG EAG T/20/19 REVISED DUMPSTER ENCLOSURE EAG EAG LEGEND: PROPERTY BOUNDARY — - - RIGHT-OF-WAY - - EASEMENT NORTH + PROPOSED CONCRETE za o 10 20 1 wall RIM onsiammmoo PROPOSED STORM SEWER ( IN FEET ) ® ❑® I" PROPOSED STORM STRUCTURE 1 inch = 20ft. UTILITY CROSSING (EXISTING UTILITY DEPTH UX UNKNOWN / CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING WITH CONSTRUCTION) ------------ ROOF DRAIN -- -WTR— EXISTING UNDERGROUND WATER LINE — - - -o— EXISTING UNDERGROUND GAS LINE — - - - - In — EXISTING UNDERGROUND TELECOM LINE -- -oE — EXISTING UNDERGROUND ELECTRIC LINE -- -off — EXISTING OVERHEAD ELECTRIC & TELECOM -- -aLTc — EXISTING OVERHEAD ELECTRIC, TELECOM, & CABLE — - - --CIE — EXISTING ELECTRIC E E PROPOSED ELECTRIC SERVICE T T PROPOSED TELECOM SERVICE W — PROPOSED WATER SERVICE — W — G G — PROPOSED GAS SERVICE — oCO PROPOSED SANITARY LATERAL WITH CLEANOUTS (SEE TRICO/CTRWD DETAIL ON SHEET C10.2) IRRIGATION NOTE SITE IRRIGATION IS NOT SHOWN ON THESE PLANS. IF SITE IRRIGATION IS REWIRED, CONTRACTOR SHALL WORK WITH THE LOCAL WATER UTILITY TO DETERMINE THE REQUIREMENTS & LOCATION FOR THE IRRIGATION METER & SITE IRRIGATION SYSTEM. NO IRRIGATION SYSTEM SHALL BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY UNLESS APPROVAL FROM THE Cltt OF GREENWOOD BOARD OF PUBUC WORKS AND SAFETY 15 OBTAINED, UTILITY VALVE NOTE ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH FINISHED PAVEMENT, SIDEWALK OR LANO AREA. / NOTE / 18" OF VERTICAL SERARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. /4 1,,_= SITE LIGHTING NOTE •.��' a SITE UGHTING IS NOT SHOWN ON THESE PLANS •y � � 2-1Y" CONDUITS (STE LIGHTING k SE JldTn _ / REQUIRED TO ALL SITE LIGHTING LOCATIONS f 4 / 1L Fyn STING TO EXI AS MAIN / , (TJKD. BY VECTREN) \\ R/W GRADING, DRAINAGE, & UTILITY NOTE A CONTRACTOR TO VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES 5 / T EX. SANITARY NHS RIM = 882.78 \ INV. (NW) = 874.99 5 \ \\ 5 ALONG MICHIGAN ROAD (US 421) PRIOR TO COMMENCING CONSTRUCTION. PROPOSED STORM SEWER INSTALLATION MAY REQUIRE EXISTING UTILITY FACILITIES TO BE RAISED/LOWERED IN ORDER TO MAINTAIN MINIMUM STANDARDS OF COVER, INCLUDING WATER, GAS, POWER, AND TELECOM. SANITARY LATERAL NOTE CONTRACTOR PERMIT(S) NOTES REFER TO SHEET C10.2 FOR ALL SANITARY 1, NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED LATERAL INSTALLATION REQUIREMENTS, STORM WATER MANAGEMENT PERMIT. DETAILS, & SPECS. PER TRICO REGIONAL 2. CONTRACTOR RESPONSIBLE TO OBTAIN ALL RIW PERMITS FROM INDOT& SEWER UTILITIES PROVIDE TRAFFIC CONTROL AS NEEDED. UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS, 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. ALL WATER SERVICE I FIRE LINES ARE REQUIRED TO HAVE A 54" MINIMUM COVER OVER TOP OF PIPE. ALL WATERISANITARY LINE CROSSINGS MUST MAINTAIN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH. 5, STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. (APPLIES TO COMMERCIAL ONLY) 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND CONDUIT PER UTIITY COMPANY'S SPECIFICATIONS. 7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS AFFECTED DURING CONSTRUCTION. REFER TO THE CITY OF NOBLESVILLE STANDARDS FOR RESTORATION REQ'S. 8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AT ANY PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED. PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL SEPARATION LESS THAN 18INCHES. UTILITY CONTACTS Natural Gas: Vectren Energy Joanie Clark (317) 776-5532 jlclark@Veclren.com Sanitary Sewer: TriCo Regional Sewer Utility Ryan Hartman 10701 N. College Avenue, Ste, A Indianapolis, IN 46280 (317)844-9200 ext. 203 Drainage: Carmel Engineering Alex Jordan or John Thomas 1 Civic Square Carmel, IN 46032 (317) 571-2441 gduncan@carmel.in.gov Telephone: CATV: AT&T Brighthouse Networks Steve Krebs Jason Kirkman (317) 252 4275 (317) 632 9077 x291 SK4986@att.com jason,kirkman@mybrighthouse.com Fire Service: Water: Office of Fire Chief, Fire Station #1 Carmel City Utilities Gary Hoyt John Duffy Two Civic Square 760 Third Avenue SW Carmel, IN 46032 Carmel, IN 46032 (317) 571-2600 (317) 632-9077 cellison@carmel-in.gov Electric: Streets: Indianapolis Power & Light Company Carmel Street Department Rodney Johnson Dave Klingensmith 1230 W. Morris Street 3400 West 131 st Street Indianapolis, IN 46221 Westfield, IN 46074 (317) 261-5047 (317) 733-2001 C ri UO d (n Oi Ilillillillin WW1` x J) o FED rJ) Q �¢< T ago 0 V) W F" LL O C1 cl�oo� F-I O =0 1O 1---1 1--1 - N c ' LWE-o 1p E 0 3 o h U v V� a P• GLE/SS4+ $J i �•�G\STEq� - - •• No PE10403858 .o STATE OF DATE: 10/26/2018 DWN BY: EAG CHKD. BY: EAG SCALE: 1" = 20' DATE: 10 26 18 (V(i� N'1 N s� rXVl C 4, Cq co /h�I V IG-I Cd Q 0 / NCooO C) � O r� W PROJECT INUMBER WAX.001 DRAWING NUMBER C2W1 SHEET 4 OF 27 REVISION RECORD TOPOGRAPHIC & BOUNDARY NOTE R/W GRADING, DRAINAGE & UTILITY NOTE r REV DATE DESCRIPTION DES BY APP BY ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE NI SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 10/01/2018; THEREFORE, CIVIL SITE %y / GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT / \ FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE y GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND cO">ryryy'l•O UTIUTIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR yk%' 0 y ery.P O 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG 2 02/06/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG 3 03/20/19 REVISED DUMPSTER ENCLOSURE EAG EAG ®\\�° FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE C a:l•\0y I 0 INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. / / \ x I \\ PLAN NOTES: j� ryy yy / \ \\ _ y1 ry lfo yb \ I y R1 APPROX. 41i LF OF 6" PVC (1.0% MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS UTILITY LOCATE NOTE �' y° X� j �°\N• ) I FOR DOWNSPOUTS, BENDS, FITTINGS. & CLEANOUTS AT BENDS > 22.5' FOR ROOF DOWNSPOUTS N' / �� - y ) I CONTRACTOR TO REMOVE ALL SEDIMENT AND DEBRIS FROM BMP USING VAC -TRUCK INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON /' / g pFP\Hs1 ae3?S y y!b \\ I / OO AFTER. ALL SITE CONSTRUCTION AND LANDSCAPING IS COMPLETE AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, x / ,o'b \,F� X X / NORTH CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY / �Qr11\ / \NEOS Pam/ /> ga}go /'- \ \\ ) \ O TAPER CURB FLUSH WITH PAVEMENT 20 0 10 20 ANY EXISTING UTILITIES BEFORE COMMENCING WITH n� / .�0 CONTRACTOR' NOTE CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD _ -`0-y/ �y1 � 4b4bb / \ / FL SIDEWALK FLUSH WITH PAVEMENT (INSTALL ADA COMPLIANT DETECTABLE WARNING STRIP & TAPER CURBS) RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE y'b•h -a^a- yb' a043n \ ( yy NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON 0y0`1• /% 0 y 1W •\_(:�Y,�. / ga38�\ X a X WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THESE PLANS. Y? / oiyy %off' / i "L4 '_• ^34 > ,\ \ ryyga X "\\%\bt6b� X.e1D88P.49 ME. yyy42.32/ 8a384 3 'i1\ .A 5I\y\� X 881 ME��Ji 9a/a1qif v 1 TBM WSD 1''\ee`' \cSC CUT x yyy _M1 yy �f ,/{/y1 9ry\ELEV.\8\2.35' 0��8 r� , jq % f98aa ^_r "`� B9.f 'r' R1 T` i��• 'C 1. PD 8gX \� \ yIIyy yy,�'Vp \ X \ I w�j A ea 2a 9 \ \0y \ \ \\ ( x b 883.74 F :. a o ry 6 WgyTO \ FL06ERTOPPING \]p\ ELEV.883.8 wyry W\WQ�\`a \ \ \\ \\ yy?ry,'h y "` \� edy0yy°9�\ ;,yam, , eei.n eea.z_4 ga}. • g91pE8.3CPRpCJ` > 1 QS ` �¢0 3� \'v• ..y. \ \\ ° / al' �\ \ \ \ y0 \ y F 883J4 ry aA r111 PcRES 6 N a4 y0 4 ^ ) \ 106 aRaoc J r�Q. \JCS \N qq ee `3 �qh•9 g�� \ y de\\ 883.5] - GRAGE -%BREAK A� J" bo, T.00 .^ •• j, 364 'tl- , I / / \ 4k T g CC UV ' ' t Xff OVERTOPPING 0 \ \ 9y 2 \ •/r \o � \REnx a OVERTOPPING �' -- gaa90 xC r( ,G f aa3a1 'V \ \ \ � ELLV.883S^,V / 6 �9 X 1 `� \ �'\ , \ d • i p.4�• eea. ELEV.883.46 sat o11 a \ Mt. eel as A '�`'�'• 1 ee3n ae � ° ,Z v }so V 111 � e5321 " X 0a49q aaea° eio x /)/ OVERTOPPING 107 \ 7 \ \ \v \ �'. -!t ' °`J `_• - 9946 �366 \ EIEV.883.5� \ / ° '.A, \ as oz L -•i:.O L -a / .._k, .. 4 7 ago. b• �' ry. \ 9b393T. \CR00a-SLOPE}:. q0 .:,. d \ I \ �p \rO EXCEED 2oz 0\'ERTOPPIN ea 5\ •.,y,:. / 1O� / \ \� 038 b ( IN FEET ) LEGEND: 1 inch = 20 ft. PROPERTY BOUNDARY RIGHT-OF-WAY - EASEMENT t. PROPOSED CONCRETE PROPOSED STORM SEWER ® PROPOSED STORM STRUCTURE - - -- ROOF DRAIN/SUB-SURFACE DRAIN T9s23 TOP OF CURB GRADE 798/3 PAVEMENT GRADE T9a2s PAVEMENT OR EARTH GRADE M.E. MATCH EXISTING GRADE - - PROPOSED GRADE BREAK - -847- - PROPOSED CONTOUR ---847--- EXISTING CONTOUR DRAINAGE FLOW ARROW ->oo- PROPOSED FLOWLINE EMERGENCY OVERFLOW PATH a STORM SEWER (LOCAL) EMERGENCY OVERFLOW PATH \ \\ yyry \\ ELEV.883.4 7;; ��3 n4 eBa 4.T4 / 51 9 .aa19i sa3\T \ Vfam" \y0 6 \ I ``� \ I \ '\yry:- \ i. ee3. t24/ %/ / \ aOMPEN R \ \ \ �.V 11 t \ GRADING NOTES \ I \ \ \ M.E. ael.sa \ EX ryry� JG I •. nu / 1 / / / i BMP g \I ,y1 \EPA' \ \ 1 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY X \�^\ ( �'` / i6 y0// � // 1031 ��Ir= ( v \J0� �\ � iy^ OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. ry41' T \\gg i^ \ yy .'n / / \ fly }45 // 3 \ e1 \ s \ \ 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO / o E any, X \ STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR eq\ poE \ ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS V A V ! 0 yy`b \ / g �� a 1 A 3 F✓,F� ag361 �� o FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE I01 a gaa. \ \ ENGINEER IMMEDIATELY. ME. 881b1 �aY-\ ate' 0 P '%' \ \ m \ a9392 v i E 0y OVERTOPPING \ip \ 5 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN ELEV.883.65\ r `>R n EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. EX. CURB INLET y \ \ ba3.82 / '% a_ 1 \ \ \ \ VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AD/OR UTILITY \ 883.82 � - 1 \ / \ \ \ O a COMPANIES SO AS NOT TO CAUSE DAMAGE. \ate RIM = 881.51 ® y 4yi I \ g1 \ INV. = 878.30 !, \\ \ O \ / atP �g}61' , AI' \\ j\ON OVERTOPPING g a341 \ \ \ py b I h 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE \ \\ y01^ \ \\ a�'1'0 I qq9 eRE3T4 ft0UN00��N35 S\SFr �V=883.4 �"\ \\ J a b• ra` CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON b \ X SITE. ALL VERIFICATIONS (LOCATON, SIZE AND DEPTH) SHALL BE MADE BY THE y y L'P�\ 9a9g as \ OEp E`F�? OpF a \ \ 9b41g X \� i APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER y\ \ y \ \\ X � a FL UN V0. .N\\N 8Eµ5 \ gg3T 1 ,�\ Kllowwhal§below. Call before you aig EXISTING UTUTES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY \ yyry• \ \ �\ _Na ,' rB, 3.\ \ \ 1� a �?69�SG.}\O CVS'V' 2 - 8 \\ 109 S8 >( i I` INSTRUCT AND SO A ENOBSERVETIME OF NAT DURING CONSTRUCTIOTY N. EX. CAN BE PRESENT TO \\ EX.\BEEHIVE INLET RIM = 880.99 \\ TA \Ym 5 m \ ag}9a g5°+xs\cam BBS. I J- / / MEp }0 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFlLLED COMPLETELY INV. (NW-15' RCP) = 878.77 \\ / \ \ 8a3 as 8 / / / ry I 083.31 i y - a9 \ WN ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. \ )� INV. (E-NEW 18' RCP) = 878.60 x ( 6. AFTER STRIPPING TOPSOIL MATERIAL. PROOFROLL WITH A MEDIUM WEIGHT INV. W-18- RCP = 878.38 Q(o0 \ \ X \ 0&9a a3 g0 / �0� gal of ./� ` •;' 0 OWNER. ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE ( ) \ p \ 368 �1 / + •' us %/ ( 11 ' Oy FREDDYS FROZEN CUSTARD & STEAKBURGERS MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY G 0 \ \ \ \\ \ \ Oa \ \8 / y �/ / ` 4 . i ATTN: BLAKE EPPERSON UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE aP� \ X \ \3?a aa3' / �" /i!�884/' /' (316) 617-8880 DETERMINED AT THE TIME OF CONSTRUCTION. \ a \\ y \\ \ \ as aa5.aa \� ag1� ;iS 88� / / g �>W „ , .r;•� Sao . / \ ag33a 9 a ,i /� i / / ag3 O •yH �' o % i 7. PROVIDE POSITIVE DRAINAGE WITHOUT PO, N D C ALL AREAS, AFTER \ \ \ ye y0 \\ \ \ ^ �. 0 3 \p% i / �fjbt- �'i: 3 y0 �. ' /_- o O'\ ENGINEER: INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD y \ \ ^ / / _ y% CIVIL SITE GROUP, INC. BATH' CONDITIONS. \ \ Q \ \ \ y` ry:` / / N \ / i9 0� i /.hRtgZ6 / _ ss^.�R_ _ -885- ] i V , / • �. .� T t \ SUITE WEST CARMEL DRIVE 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL \ \ 0 / '\OPF\ / i -7 F?b v y 4 �' 3 + 55Ty SUITE 240 GRADE ELEVATIONS. I \ \ y oNER , q7 r/ y �' 88 U D RGROUI` ET EN I TY4 L� \ \\ \ M3• a3 F}FV aga265 v X -� ' /WWI' D ME CARMEL, INDIANA 46032 dL• \ \ / / \ / �'< y �\ 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW \ , 317 810-16]] y \ \\ \ \ /a 8a25 / / / 3 Ae 1 ti _ _ o �� �• aaa11\ �'.'+ ga4b 'I'+v \ ( ) FINISH GRADE ELEVATIONS INDICATED. PIT DIMENSIONS = 114' x 69' b \\ " I/ as5'�� �' 1' wy"� / + °° ••��� b \ i L� / S1 ME' / y' SURVEYOR. 10. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS. TOP OF PAVEMENT = 882.60 (MIN.) - 883.67 (MAX.) yyry \ \\ \\ \ / / i'&�piNj��� `�_ _ ._-;_'[ �- _ \ 1� 4�/ / �j / ME, 0y / CENTRAL STATES CONSULTING, U.C. 11. SIDEWALK AGAINST BUILDING SHALL SLOPE AWAY FROM BUILDING AT TOP OF STONE = 882.13 (MIN.) - 883.20 (MAX.) \ \\ i P �a,F� x _ '6}T O 23-8 NORTH GREEN STREET 1.04% SLOPE MIN. /_ BROWNSBURG, INDIANA 46112 NOTE TOP OF CHAMBER = 880.63 \ \ \\ `i \ \ Y ,' 4, -f o / 'h• y b '�JC'/ BOTTOM OF CHAMBER = 879.3 \ ' \\ I _ \ \ y "''A`'-y o - �, (� / yy / Faso ME. 1 /- - - / / (317) 858-8662 BOTTOM OF STONE = 878.80 �( Q\y - •t" "l ° `1'T '"'' x y. y b 'L /b' `oyb - > b ARCHITECT: y _.,Y,_.r ,,., . / h• / yy y9y 6 _ 0 b• RCP NOTE 10-YEAR ELEV. = 880.12 (WITHOUT OFF -SITE) \ \ ry. yl a y0 / y yy y ,rs' / ,ro yy WINTER ARCHITECTS 18" OF VERTICAL SEPARATION 0 a - _ �}-� / / y / 0 �6 y / X ATTN: RODGER BAKER MUST BE MAINTAINED FOR ALL 10-YEAR ELEV. = 880.60 (WITH OFF -SITE) \ yy a, i� / Sy ,\y , _ _ - _- /884 - y@ 0e / 1024 EAST 1st STREET O-RING JOINTS REQUIRED 100-YEAR ELEV. = 881.33 (WITHOUT OFF -SITE) \ ry \\ , k' / yy' •h• m yy �'@ A► / y / / WICHITA, KB 67214 UTILITY CROSSINGS, \ 100-YEAR ELEV. = 881.98 (WITH OFF -SITE) o �` ary' \\ i yyyryy y yy Fj l ,BB3 x/) yy"J' yy 1 ` (316) 267-6224 FOR ALL RCP PIPE y 1� _ y a,\ \\ \ yyry \\ e'l•'•}^ pQ1'^ I .y?1' 1^sf /' y/ / .�: '\`O / b y`'ry / DRAINAGE SUMMARY / y m 5 i 9 Ib I yry °y y ey STORM SEWER SYSTEM NOTE '' \ Y \\ 5 w yE v6 - X _ y�' yy' E M P & DIVERSION The project proposes a 3,710± SF restaurant building that will be owned by Fretltly's Frozen Custard and Steakburge .Additional y -0 X improvements to the project site will include the associated drainage, parking, sidewalk, and utility infrastructure. This project is Oy Dry -ge3 - y / STRUCTURE DETAILS located at the northeast corner of N. Michigan Road and E. 97th Street in Cannel, Hamilton County, Indiana. The entire property ALL ON -SITE STORM SEWER INFRASTRUCTURE i / \ '>� yy X / totals 1.38±acres; however, the proposed construction activity associated with the building, hard surface, and landscaping will be -\\ \ yy - •Dry / r P Y 9. P 9 TO BE CONSTRUCTED WITH THIS PROJECT SHALL \ i \\ ry• - � / /' x x / DETAILS OF THE PROPOSED STORM WATER disturbing approximately 1.7±acres. BE PRIVATELY OWNED AND MAINTAINED. \ \\ \\ 0y \ / / / QUALITY UNIT & THE DIVERSION MANHOLE Storm water runoff in the post -developed condition will be collected via a new on -site storm sewer system which will discharge into \ r _ STRUCTURE ARE LOCATED ON SHEET C10.3. a proposed underground detention facility (SC-310 StormTech Chambers -Oty. 259). Before entering the new sub -surface 6 i i \ MINIMUM FLOOD PROTECTION GRADE & detention facility, storm water runoff will be treated by a proposed on -site downstream defender stormwater quality unit. After the STORM SEWER INLET NOTE \ F / / LOWEST ADJACENT GRADE DEFINITIONS post -developed storm water runoff is treated and detained, itwill travel through a proposed ouffelcontrol structure (Sir. 101)with a ryy, �'O� l / minimum 6" diameter orifice along with a weir wall for emergency overflow. The stormwater will then flow at a controlled release b• . I X \/ X / We have shown multiple top -of -curb grades on Michigan Road. The lowest on each of the top -of --curb grades is 882.00 rate into an existing storm sewer system in Michigan Road. Storm water will ultimately discharge into a 48" RCP in Michigan Road ALL STORM WATER INLETS &CATCH BASIN y0 ry• \ \ I / 0 / US 421 will b south ultimately discharging into Crooked Creek. It should g noted that there is underground Gres of off -site drainage CASTINGS SHALL BE LABELLED WITH \ y \� I � - / (Michigan Road T.O.0 J. The minimum F.F.E. is to be at 15" above the Michigan Road Grade (882.00), which is ( ) 9 y 9 9 9 ENVIRONMENTAL MESSAGING "NO DUMPING, ° I \'� \\ yry /' / / / 983.25. The local flood overflow route for the storm inlets is 883.80; therefore, one (1) foot above the aforementioned area that will be intercepted by the on -site drainage system and routed through the proposed underground detention. DRAINS TO STREAM" CAST IN RAISED OR RECESSED elevation would be 984.80, which represents the MFPG. The 100-year elevation of the underground detention facility Allowable release rates: 10yr= 0.14cfs; 100yr = 0.41cfs \ / / / (881.33) does not come into play. Therefore, the MLAG/MFPG has been set at 884.90. The proposed building is Post Developed release rates after detention without off -site / 2"0 orifice 2 r = 0.1 role; 10 r = 0.14cfs; 100yr= 0.401 '1YMBOL OF A `` b / P ( ) y v RELEASED FOR CONSTRUCTION ETTERS \ y ,0 / / / encapsulated F.F.E.a ha straight curb with the highest gutter elevation being 884.4Q which meets the requirement that the Post Developed release rates (after detention without off -site / critical: orifice): 2yr = 1cis; 1s; 10yr = 0.8 10 yr= 6. 6ch; s minimum .Eshall be no less than 6" above finished grade around the building. The proposed F.F.E. has been set at Post Developed release rates (after detention with off -site / 6"0 Orifice): 2yr= 0.71 cis; 10yr = 1.04cfs; 100yr= 6.56cfs Subject to compliance with all regulations \ \ \ / / 885.01 which meets the MLAG/MFPG requirement. Volume of detention required: 10,289 cubic feet / Volume of detention provided: 13,983 cubic feet of Sfafe and I acal Ender City of Camel �N;T\v�ta,�pA�1 DATE: 04/03/19 Gi Fi 0 Cl) Qi F'I F It , x U) I-•E•1 O Z tiff /r•-I �¢< `�0 0 Co W wF �l m L_ Dci' �Nx �'^ooI� --61---1 ,--1 _ N c ' LWE-o 0 U v V� a �SH�aaGLE/SS �i = >F •+ NO PE1040386a .o ;• STATE OF : T ANA oZ ,e,"ONALeo %`I' ��pp L !%./� DATE: 10/26/2018 DWN BY: EAG CHKD. BY: EAG SCALE: 1" = 20' DATE: 10 26 18 1\^-1 C W v w `U I L Q Uaw �U) � Z P dl U? - V � W PROJECT (NUMBER WAX.001 DRAWING NUMBER C2m2 SHEET 5 OF 27 p, � oeo• i i• m MW L st ,wi` QZs� .;a; • •�. win Ell 90 MID ® \�..• 7r � err. yl` ® ,,` \\. \\,. ' , V� •. I \ y \ e \\ \\ \\\\ o e, O ERzaaBa ` > e °EEv Bi 0y ` —4 �994 �� 865— SD 6E \ o0ye ,,.� , _ e b. CS \\ II \ yyyry �' \\� \ / .Ic,`/i/� _�\E•-�' /-/ /� u ut Xe /xx / yyyyyyyy 4b Ab Ay / _ — 0•gty 188s ry 6 0��• x �\ \ ) \ •U eJ c ( �' �/ ryg 00'' 00b� 0 Btj3.--x43, �) ey - \\\� ! \ 0�'^\dry^yam 0y •hbry S� rt� A� "l+ "k`v" ,/'y// ery^6y0xliy \� FV x 5c \ • x MINIMUM FLOOD PROTECTION GRADE & ry / LOWEST ADJACENT GRADE DEFINITIONS x xy \/ ( \ I \ 0yy'1• \ \y /\ I — / / We have shown multiple top -of -curb grades on Michigan Road. The lowest on each of the top -of -curb grades is 882.00 (Michigan Road T.O.C.). The minimum F.F.E. is to be at 15" above the Michigan Road Grade (882.00), which is 1�• 0� 01'a / / / 883.25. The local flood overflow route for the storm inlets is 883.80; therefore, one (1) foot above the aforementioned elevation would be 884,80, which represents the MFPG. The 100-year elevation of the underground detention facility \0 k / / (881.33) does not come into play. Therefore, the MLAG/MFPG has been set at 884.80, The proposed building is \ V y�' V A\ \ V / / / encapsulated by a 6" straight curb with the highest gutter elevation being 884.40, which meets the requirement that the RELEASED FOR CONSTRUCTION \ PPPtttttt\ \ \ \ °� / / — — / minimum F.F.E. shall be no less than 6" above finished grade around the building. The proposed F.F.E. has been set at Subject to compliance with all regulations �\ \\ \ \ \ \ �•.X // / 885.0, which meets the MLAG/MFPG requirement. of State and I ocal Code City of Camel t;oGsubi DATE: 04/03/19 BENCHMARK HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: NDIANA EAST 1301 GEOID MODEL: GEOID03 (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET BENCHMARK A Hamilton County Geodetic Control Disk in the NE Wingwall of a Corsican Three -sided arch bridge structure (Str. No. 281) carrying W. 96th Street over Crooked Creek. Elev.=871.54 Cu4n Concrete Walk on East side of Michigan Road. Elev.=882.35 0 C d WWI F U x J) 0 � ~ � U F•L•1 '�' 0 � N v �¢� `ado x W wF' Dail F"Nx �oo� IUJ �o�Fo �U E 0 3 `o h U v V� a ,Ilpu�up,Il �J P GLE/SS4� 4*G`STEq _ - : No PE10403858 : i• - .o ;• STATE Oslo 'II IIJIIII 111 •, DATE: 10/26/2018 DWN BY: EAG CHKD. BY: EAG SCALE: 1" - 20' DATE: 10 26 18 ti E qt M`1 Co ��D !� a� �oM WO Z 0 CO C\1 N ot') x f0 I-�-1 PROJECT NUMBER WAX.001 DRAWING NUMBER C2.3 SHEET 6 OF 27 SOILS DESCRIPTIONS & LIMITATIONS MULCHING NOTE CONTRACTOR NOTE REVISION RECORD EROSION REV DATE DESCRIPTION DES BY APP BY 1. Brookston Silty Clay Loam (Br - 6.5% Site) The Brookston series WHERE REQUIRED CRIMPED/ ANCHORED MULCH OR NO EARTH DISTURBING ACTIVITY MAY COMMENCE 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG MULCH PATH A TACKING AGENT SHALL BE USED THE CONTROL CONTACT: CrA consists of very deep, poorly drained soils formed in up to 20 inches WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2 02 O6 19 APPLICATION RAZE SHOULD MEET GUIDELINES PER / / REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG CrA plains silty material and the underlying loamy till in depressions on till ATTN: B FROZEN CUSTARD & SIEAKBURGERS plains and moraines. Permeability is moderate in the subsoil and PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR ATTN: BLAKE EPPERSON Br CrA moderately slow in the underlying material. Slope ranges from 0 to 2 EROSION CONTROL IN DEVELOPING AREAS. / \ (316) 617-8880 40 Br CrA CrA percent. Subject soil does not present any foreseeable limitations to NORTH the proposed development. PROPERTY CORNER MONUMENTS NOTE FERTILIZER NOTE I r CrA 20 10 20 CIA CIA 2. Crosby Silty Loam (OT$ - 93.5% Site) The Crosby series consists I \ 0 ? CrA of very deep, somewhat poorly drained soils that are moderately deep DO NOi u5E PHosPHORWs cOutAINING ( \ ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED LEGEND: CrA to dense till on till plains. These soils formed in loamy till that can be FERTILIZER (12-12-12) UNLESS SOIL TESTS CrA INDICATE A PHOSPHOROUS DEFICIENCY. / ) PRIOR TO COMMENCING WITH CONSTRUCTION AND IN FEET r� CrA capped with up to 22 inches of loess or silty material. Permeability is / / ( ) PROPERTY BOUNDARY Q CrA moderate or moderately slow in and above the argillic horizon and /j / \ PROTECTED DURING ALL CONSTRUCTION ACTIVITY. t inch 20ft. _ _ RIGHT-OF-WAY r' CIA slow or very slow below the argillic horizon. Slope ranges from 0 to 2 / \ To �aeC percent. Subject soil does not present any foreseeable limitations to ) / - News seen seen News LIMITS OF DISTURBANCE 6 v+e* BrIlo the proposed development. / / / _ / �wool \ I I FLOOD NOTE % THIS DEVELOPMENT SUMMARY SPONS\e p PO �Vj MEs � /�� � S' / pS '`'` \\ I I FROMCOUNTHE FLLOODINDIANAINSURACOMMUNCUPS FINIREILY IN E RATE MAP (ARM) FOR HAMILTON SCALEDARD ZONE *Xu AS � PROPOSED CONCRETE SOILS MAP _C ORRE gR\SIM / O \ COMMUNITY NUMBER 180081. MAP NUMBER 10057CO225 G, PROPOSED STORM SEWER „ - , TOTAL SITE AREA = 1.38 ACRES +/- ONtPP DUST IOE - - - � pg '�,� ♦ I PANEL NUMBER 0225 c, DATED NOVFMBER 19, 2014. SCALE: 1 - 120 _ ° a OF / / \\� ♦ ® Q PROPOSED STORM STRUCTURE TOTAL DISTURBED AREA - 1.7 ACRES +/- EE [ ���� r .. EB o ♦ REFERENCE NAP FIRM MAP N 18057CO225 C EFFECTIVE DATE: NOVEMBER 19, 2014- - - - - - - - - - - ROOF DRAIN/SUB-SURFACE DRAIN \ / / / �� �:� A / ♦ \ 799.23 TOP of CURB GRADE ME % -- ?' -?.-`-,884 ., •. }pS' N \ I 798.73 PAVEMENT GRADE '"\ \ ]96.2s STORM SEWER INLET NOTE F PAVEMENT OR EARTH GRADE \ \\ \ •: \ ! • �'- /// \ EB v♦+ I M.E. MATCH EXISTING GRADE \ \ \ I / ���i l o ♦ \ I ALL STORM WATER INLETS & CATCH BASIN / \ - - - - \ \ 5\ \ P ,- / / / / 1 r • Y k/ PS ♦ \ \ CASTINGS SHALL BE LABELLED WITH PROPOSED GRADE BREAK \ \ \\ / - �� ae,r / ��' + \ /- \ �♦ \ I - -847- - PROPOSED CONTOUR ENVIRONMENTAL MESSAGING "NO DUMPING, \ \ 1\ / \i //`\ ���� ^ b/' "• `q \ ^ DRAINS TO STREAM" CAST IN RAISED OR RECESSED ---847--- EXISTING CONTOUR \ \ / / ��PS \ PS 'n \ LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A \ \ \ \\ \\ . 0a • e i7a O moza seek Dom/Scdanmt Dom). a Sparing of 3.1 with � 6 I `\ \ G \ � i \ \ \♦ 1 FISH SHALL ALSO BE CAST WITH THE LETTERS seeks (Rod Cheri Dom). See detai 01/CJ.I \\ \ �'/'�\-� , ' \ p$ 6�Bi� (�\J\0 \\ \ ♦ PROPOSED SILT FENCE-Typicol in all areas \ O 9 V S \ PS ,• - \\ PS EB o ♦ - � SEE DETAIL sediment C3. could leave the site. \\ \ (.E.0�B26 \ Ps \ i �OPOS�O IOROS \ 1 / \ 'y ♦ \ 0 803. P C , PS !• \ I ASS_ (8'0 Standard Duty "SILT SOCK" or approved equal) ♦ g f%'• pS 60J.J �:» 1 ��pS• RES -N• \ \ PS \ EROSION CONTROL NOTES PROPOSED SILT SOCK -Typical in all paved ,•: \ , ; _M•,! ,'r - qq \ ♦ areas where sediment could leave the site. \\ \ 8820 _'' \ �BJ 86157 CR,V)E /\ J f O.a'J. ^ A • ) I / / ♦ ` O 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE PS TS PERMANENT SEEDING NTH STRAW MULCH - TYPICAL m140 BBJ.57 V / is •\ / ♦ COMMENCING WITH CONSTRUCTION. O AFTER FINAL GRADING IS COMPLETED. C \ \\ �' b p p T H - WIEuc 41 _ Y'. PS • a'1 / / 82 ♦ 1 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED \♦ SR \ \ ` "� ' ` • ' \ \ ♦ BY THE CITY INSPECTORS PRIOR TO INSTALLATION. STORM RIPRAP O PROPOSED EROSION CONTROL BLANKET y1 SEE DETAIL 05/C3.1 . \� L' • 61 y \ 1 O O \ \ y\ TS TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL \ \ : ,v �.� � Q EB SEEDING NOTE MERE CONSTRUCTION ACPMBES TILL REMAIN IDLE \ r \ '.�\:C'. '� _ \ ��: `• \\ \ O O O O \ PS \♦ I FOR A PERIOD OF 15 DAYS OR MORE. INSTALL TEMPORARY SEEDING AFTER A SPECIFIC \ I \ M.E. 881.5 '.'�� \\�' - - - - - sr • / 7 \ ' O O O \ ♦ \ STAGE OF CONSTRUCTION HAS BEEN COMPLETED Inlet Protection -'Flevtani inlet potedian tlPical fa all \ A2 < ' p O O ♦ 'a pared area blots AFTER paremenl is Installed; Sit Force cage • ^'. PS / \ O O \ \ \ \ w (TEMPORARY OR FINAL) WHERE AREAS NLL BE \ \ Ce00S-SLaE OT /'� 52 ' � O / .; w / / \ ptS \ o ♦ m IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD &'Flexstmm' inlet protection BEFORE povemmt is installed. \ I \ ea .).\ p \\ \ / / \ / \ 0 0000 \ p�aT(♦ \ I M OF 15 DAYS OR MORE. \\ I \ ME .FPS .74 O / 1pW M1/ �� \ O O O \ I Pont where slormwater wit leore Ue site. �\ O O O \ gar^ \ \ 'y/ jq0 4 / \9 a0,� $ �i O Q00Q00 \ r, pS EB j, ) 'c`�o00 PROPOSED TEMPORARY CONSTRUCTION ENTRANCE \ ` 4\ ♦1 3r i88 O O O y� IO j OCO00 SEE DETAIL 03/C3.1 Y I \\ \ \\ ` 8 - p$ \ O Q O Q O 1 \ I♦ CONCRETE WASHOUT BMP- 30 CV 8 L' / ' . q9 0 / o \ O O O O O C) / ROLLOFF PROVIDED BY REPUBLIC NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION �I• \ \ \ ('+B' �.� \ 3. \ S ♦ WASTE SERVICES OR SEE DETAIL 041C3.1 HAS BEEN COMPLETED (TEMPORARY OR FINAL) MERE AREAS WILL BE IDLE OF / o CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. it Or / 6 \ 4 M.E BBI. P �j91 7 0 �� Q Q Q C)Q C)5 y � Eg � GRADING NOTES \ O O O ♦ PS `" °p 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT I�\\\ \\ eBJ.6z PS \� l ,p0p0Q0 �� •♦ \ O + BBT.82 n.. 3. \ Q Q ♦ PS STANDARDS AND SPECIFlCATIGNS OF THE FEDERAL. STATE, COUNTY, CITY \ \ \ ® \ �♦ - AI \+ S O O \� 1 \ ADDITIONAL EROSION CONTROL OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. \� \ \\ ♦ O O0 0 ���� PS ��o MEASURES MAYBE REQUIRED IN 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO \ °\ \O O O \ 1♦ STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ao \ ;\ 5 ¢eA'sy Ps 00000 6 ♦ \ THE FIELD BY THE INSPECTOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS `t FROM THE ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE Am2� \ \ \\ _ _ pS O Q Q \ > / PS I ; \ ENGINEER IMMEDIATELY. 0 \ \\ -VT Ilk ro ♦ \ 83 1"A O O O C) pS / 'l \ O I 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN \ \\ ro `♦ \ 9 0 PS \ 4 EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. \ I G \ \ p Y 5 ♦ 9°.3' / O VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY \ vA Am CONSTRUCTION LIMITS = 1.7 Act r \ \ ♦ m q0 O 10 0 O 0 `. ~,`' ` COMPANIES SO AS NOT TO CAUSE DAMAGE. \ I •.'\ O�ao \ ; \ \ \ `♦ % w / a 0 PS O O O ) rjQ 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE l" \\ \ ♦ v y59 / O O O ' �� CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON 9 N \ \ \\ I \ \ ` \ OA �',\ /�801 / / pS EB / 1 O 0 •����-/ , �� SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE I I 3 ee? \ \\ \ \�\ ,�6q}M APPROPRIATE UTILITY CO PANIES. WHEN EXCAVATING IS AROUND OR OVER I G m \ \ \ qA3 , a 0 oR82�PS EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY ` ♦ / / / '?" O _-� EROSION CONTROL NOTES v�o \ \ \ \ ♦ \ 6I� 1�x / PS Eg //aa3-' Qo• ./y s- I(nowwhat§belOW. ill beforeyoudig. \\ \ \ \ `' PS ` / \ / P8 PS O/ / �Af'f' ,�F f�� 885 \ 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT aq \ \ \ \ p / / /" •v,: ���"`' y��"fQOP 5T ref^ \ STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR 3PO \ \\ \ ` ` CCJI 6 / " Q .� Qr.. / LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. Nyo \\ \ �883� .. v pp EB \/ ..: { �k�� a' O Q '\ I \ \\ /� ',' SF o 0 /'Q• \ OWNER: 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING pS ���t0� -BPS / r w� FREDDYS FROZEN CUSTARD & STEAKBURGERS REGRADING. SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. // O / (316) 17-8 EPPERSON 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR we 1L-/ / // M� \ (316) 61]-8880 SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT \ I \ \ \\ IMOM UEAVING THE SIM. ADDITIONAL EROSION AND SEDIMENT CONTROL 'j \ - ::� `Et �M //- MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. °� (�/ _ OKEEi MEs/v_ � \0 Y.E. Op5\B PI Pl6 / � Ps � ENGINEER. ow PS _'. O\y RE RtSIMU 60LYEIST CARMELI DRIVE _ SP D / 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL _ - i� i ► / CT E8 Y SUITE 240 PRACTICES AS NEEDED E MINIMIZE E SEDIMENTATION IN THE RECEIVING PS / / OONTRP pUSjjO / qs CARMEL, INDIANA 46032 STREAM. THAT STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A / / / FREE OF / / (317) 810-1677 MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. \ \ \ 1were / PS 010010/ - _ - _ _ 903 / / 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE o'r� �Vessel ( / / SURVEYOR: CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF v p$ ' CENTRAL STATES CONSULTING, LLC. ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. ' ((�jY '7 23-8 NORTH GREEN STREET 6. SEDIMENT BEING TRACED ONTO PUBLIC SE PRIVATE ROADWAYS SHALL BE \\ 1 +' / (317)BROMSBURG.8-86 INDIANA 46112 MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE o / / / 31] 858-8662 FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE C ,� \ \ \\ m ,, // STORM SEWER SYSTEM NOTE ( ) SITE FOR DISPOSAL GENERAL NOTES // a'/ \ / \`�/ \\ 5 �s l-�/ ARCHITECT: 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL / ALL ON -SITE STORM SEWER INFRASTRUCTURE BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, 1. CONTRACTOR 10 SCHEDULE APRE-CONSTRUCTION MEETING NTH \ \\ \ // -�b3 - / - ' WINTER ARCHITECTS AND AT LEAST ONCE A WEEK. TO BE CONSTRUCTED WITH THIS PROJECT SHALL ATTN: RODGER BAKER THE CITY OF CARMEL STORM WATER ENGINEERING (DAN GRESKAMP). \ _ - / 1024 EAST 1st STREET 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY PRIOR TO COMMENCING NTH CONSTRUCTION. 317-571-2441 \ \ \ - I / _ / BE PRIVATELY OWNED AND MAINTAINED. WICHITA, KS 67214 WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER (316) 267-6224 FABRIC. 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO \\ \\ \ / / TOPOGRAPHIC & BOUf\DAP.Y \OTE 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5 / / AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT \ ALLOWED ON -SITE. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN \ \ \\ ( 1// / / ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE GENERAL NOTES 10. SCHEDULE OF EARTHWORK ACTIVITIES: COMPLIANCE NTH APPUCABLE O.S.H.A. STANDARDS FOR WORKER �'/ \ / SURVEY PREPARED BY CENTRAL STATES CONSULTING, L-C. DATED 10/01/2018; THEREFORE, CIVIL SITE a THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE \ E GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING SAFETY. ( / KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE I FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL SOON USED POSSIBLE. TEMPORARY VEGETATION M MULCHING SHALL 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY \ \ / I \\ � /\\ I � EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE THAT MIGHT BE BROUGHT OFF -SITE. BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION \\ / / / ALL UCANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORETILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ( 5 / GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DEPENDING D THE CONSTRUCTION SEASON, MOISTURE RELEASED FOR CONSTRUCTION TO ABC VERIFY V� \ / FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UT LIT ES SHOWN ARE IN THE EXACT LOCATION CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 \ / INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE MODIFICATIONS AND/OR LIME STABILIZATION MAY BE OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THETO YEAR. IN BEGINS. \ \ .\' PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION Subject to compliance with all regulaMons \ \\\ \ INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. REQUIRED. SEE SHEET CILO FOR SPECIFICATIONS. CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER of State and l seal Ends / FINAL GRADING OR AS SOON AS POSSIBLE. City of Camel ((�� �N;\\l�IlawadNaA2+L DATE: \\ 04/03/19 0 ''^^ Vl Cl' C FIFA U WN WwN� F�•I lfl ®® � I-•C•1 .--I O �¢< Do 0 �lNm LL Dal - 1---1 r--1 - N WE-c o New, 3 o h U v fteel V� a ,,♦t\II �J P GLE/SS4� IIIIII/I - - •. PEl6 .o ;• OF STATETE OF .2 DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1" = 20' DATE: 10 26 18 .--I 11 F O c J W //�/QN Vl aO W C8 ^�^ O `V UF W l--i O a O O W C) �rn O�^^ F•M Cn PROJECT IVIJMBER WAX.001 DRAWING NUMBER C3No SHEET 7 OF 27 SEEDBED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTIUZER (OR EQUNALENn PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. MEANT. SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA SEE PERMANENT SEED MIXTURE CH WHILE CONSIDERING BEST SEEDING DA ES. IF PERMANENT SEEDING IS NOT P RMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. x �N 0, 0 x s _ wi V V z mn �n U' V zz VI LOU U' V zz za SOIL � wN np a§ Fo D:Q o§ �x O SOIL CONDITION S n Ii SO zD: 0� rw ZED TOLERANCE WET NORM DRY GENT SOIL SPRAY in0 0o ro U_i 3� LL� x wF= CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20-25 12-18 7-21 S FESTUCA RUBRA KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED.1 1 20-35 12-18 10-20 Mi PDA PROCESSES 1 1 1 1 1 LL FESCUE TAFE FESTUTA L. SCUE NACEA 2 1 1 1 1 1 LOW 1 24-35 24-36 5-14 T PERENNIAL RYEGRASS 2 1 2 - 1 2 MED. 2 15-20 12-18 5-10 MT LOLLUM PERENNE HIGH CROWNVETCH - 1 1 2 - - LOW 1 5-10 24 14-21 ITCORONILLA VAN RED CLOVER TRIFOU M PROTENSE - 1 - 2 - - MED. 1 7-10 18 5-10 S S WHEAT OR RYE OATS ANNUAL RYEGRASS NON -IRRIGATED* BANKING; SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) IRRIGATED 1 GOOD T TOLERANCE FERTILIZER NOTE DORMANT 2 MEDIUM MT MEDIUM TOLERANCE SEEDING - NOT TOLERANT S SUGHT TOLERANCE DO NOT USE PHOSPHOROUS CONTAINING FERBUZERS SEED TOLERANCE UNLESS SqL TESTS SHOW A PHOSPHg2WS DEFICIENCY. SPECIES SEEDING RATE SUITABLE P11 SITE SUITABILITY LBS/ACRE LB SO 0S/1000 DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5-8.3 2 1 2 2. TALL FESCUE 25 .6 5.5-8.3 1 RED CLOVER 5 .1 3. KEN[UGKY BLUEGRASS 1 15 1 .4 5.8-7.5 2 1 UKILLFIEW RED FES UE 1 15 1 .4 STEEP BANKS AND CUTS 4. TALL FESCUE 1 15 .4 5.8-75 2 KENNCKY BLUEGRASS I 25 1 .8 5. TALL FESCUE 1 35 1 .8 1 5.5-8.3 1 2 1 1 EMERALD CROWNVETCH** LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 1 5.8-7.5 2 1 CREEPING RED FESCUE 40 .9 7. PERENNIAL RYEGRASS 170 4.0 1 5.0-7.5 (TURF TYPE B. TALL FESCUE 1 170 1 4.0 1 5.5-8.3 1 2 1 1 1 2 " 1 - PREFERRED 2 - WILL TOLERATE *0 INOCULATE WITH SPECIFIC INOCULAN SEED TOLERANCE CHART SEEDING DETAIL TEMPORARY SEEDING DATES ®®®®®®®®®®®® ■■■■■■■In �■■I ■■■■■■■■■■■■ MY PERMANENT SEEDING DATES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. ' DATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. INCREASE SEEDING APPLICATION BY 50%. TEMPORARY SEEDINGS TYPE OF SEED 1000 SQ. FT. ACRE REMARKS WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 LB, 40 LB. COVER SEED IRAN DEEP NOT NECESSARY WHERE MULCH IS APPLIED. SILT FENCE EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION ROCK CHECK DAM WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLEDON INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED REMOVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS BEEHIVE INLET OR DRAINAGE COVER FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PROTECTION PRODUCT SELECTION AND SPECIFICATION DRAWING CRY AMMUM AWN ARM DEMANDED MARY I MAN ]YET CIE I USE I_ _0 _ em SILT FENCE EXTENDS 8" BELOW FINISHED GRADE NOTE:'I' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLE) BY SUPPLIER. Dz SILT FENCE INLET '1 PROTECTION NOT TO SCALE L INDENT IS YOUR TRADE YEN AND SIZE 9EIPM 10" MAE! I" 0I MEANT TOM AN IMI MAN, I AIDS ON CAME BAR WMFIMVONSFM�ANWD MAN EROSION& SIZE NI IAWN NOTES 1. ALL FRPLING Is CONSTRUCTED OF CORROSION RESISTANT STEEL GINC PLATED OR GALVANIZED) FOR J YEAR MINIMUM SERVICE DUE. 2. UPON ORDERING CONFIRMATION OF THE COT GVIIIUT, FORECAST OR C/SBNG MAN AND MODEL. OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED TO CONFIGURE AND ASEEMBTE YOUR GusoMIZED FIEOSEORM INLET FILTER. PORE NUMBER ALONE IS NOT SUFFICIENT. 3. FOR WARIEN SPECIFICATIONS AMID MANfENMICE GUIDEUNES NSR wwx.aLErFILrtRs.cOM -\ \\BLIC ROAD - \ I I I el - - - - - -.- 12" MINIMU TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 10' MIN. AM AM B B CA) AM SEN j M ANA 10 MIL PLAN PLASTIC LINING TYPE "ABOVE GRADE" WITH STRAW BALES I ! 8" DOA. EE STL WIRE~ < (TYP.) STAPLE DETAIL BALE (WIFE.) CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 48" X 24" PAINTED WHITE BLACK LETTERS 6" HEIGHT DO POST X3"X 8' ROCK CHECK DAM MAINTENANCE REQUIREMENTS: STAPLES 10 MIL BINDING WIRE EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: (2 PER BALE) PLASTIC LINING 1. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY NOTES: SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, LAYOUT DETERMINED 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. IN FIELD. EROSION BELOW THE BLANKET. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION 2. THE CONCRETE WASHOUT SIGN 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET ACTIVITIES AND REPAIR IMMEDIATELY. STRAW BALE SHALL BE INSTALLED WITHIN COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ALL SECTION B-B 30 FT. OF THE TEMPORARY 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. ROCK CHECK DAMS AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. NATIVE MATERIAL WOOD OR METAL CONCRETE WASHOUT FACILITY. (OPTIONAL) STAKES (2 PER BALE) 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. RELEASED FOR CONSTRUCTION R SHOULD ONLY DS WASHED FTOTHEUBUWATER 0IS BE USED ITRACKED 111 Subject to compliance with all regulations MEDIATELV. of State and l Deal CndeR City of Carm�ed �VT�V1�Om41WML_ DATE: \ 04/03/19 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. oa CONCRETE WASHOUT BMP C3.1 TO SCALE EMEMEMEME NOT REVISION RECORD DATE DESCRIPTION DES BY IN BY 6" FACE OF #8 STONE OVER RIP -RAP STONE. 2:1 SIDE SLOPE FILTER FABRIC OR FLATTER 9" LOWER THAT TOP OF BANKS OF SWALE 2:1 SIDE SLOPET OR FLATTER 5" FACE OF NB STONE OVER RIP- STONE. FLOW FABRIC 01 ROCK CHECK DAM C3.1 NOT TO SCALE 1. PLACE THE END POST OF THE SECOND FENCE SIT INSIDE THE END POST OF THE FIRST FENCE. 2. ROTATE BOTH POSTS AT LEAST 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 3. DRIVE BOTH POSTS A MINIMUM OF 18" INTO THE GROUND AND BURY THE FLAP. JOINT DETAIL NOTE POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTAM, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. os SILT FENCE CONSTRUCTION C3.1 NOT TO SCALE NORTH AMERICAN GREEN TYPE I LONGEVITY MAX SLOPE APPLICATION n5 10 MONTHS 31 LOW FLOW SWNES Dn5 60 DAYS 3:1 LOW FLOW SWALI S150 10 MONTHS 21 MODERATE DISCHARGE SWAAES CS150 60 DAYS 2:1 MODERATE DISCHARGE SWALES SC150 2 YEARS 1 1 MEDIUM DISCHARGE SWALES c12s 3 ruRs >1.1 wcH DIscHArecE swALEs THE EDGES Of THE HER,STANKFEEIETHE SHOULD BE BLARED WGUINSTSCC225 EACH OTHER, THE EWES OF THE SCC225 SHOULD BE OVERIAPPEO 2', THE BLANKET SHOULD NOT BE STRETCHED LOOSELY BUT NTH ALLOWED To LAY wO ACH EV THE SUM SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL COUNTRY ON SLOPE APPLICATIONS, SHOULD T1 BE OF ME BLANKETTHE BE AK"SLOTTEDFT IN ABOVE R A BREAK . THE SLOPE LA AT A MINIMUM. STALLED IN p1A WITH END STAPLES 6" APART ONN THE END of THE eWJKEr. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT". IN HIGH VELOCITY CHANNEL V _ APPLICATIONS. CHECK SLOTS SHOULD BE ESTABUSHEDSOU EVERY 35 - EN By ONE SLOTS sxoul0 BE 6" WIDE By 6' DEEP WITH THE BLANKET STAPLED Ds EROSION BLANKET INSATLLATION IN THE COTTOM OF THE SLOT. THEN ME BACKSLIDE) AND SEEDED. MDT TO SCALE U 0 VL Q L� UFO ®® 24 l042 ®® a1 r fT•IF'IL^ LID O (~ Ui z W UCN Q Z_ EMMA 0ems„ v W F 1 W�C C N(� O 0n db Z�3 MAIN WE M. = FI I► CJ Ul GO E ,A v! N 00 r =3U M O v o_ V� L MAE LE/ i e'EG45TEgF0•�KOP - • PE10403B56 : AN MCA .G STATE OF ��i'FSS/CANE ENO\\�`� AA/1711�111111\\\\ DATE 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: NSA DATE: 10 26/18 vl^ REMAIN }V I CAI (� AN l � r-1 MN U)QcoIN W ISO C8 0/A/ W rod�,,.��zz F a Q 41 O Uz YEMENI U-�-1 MEAN DWI N C:) FAO O V � �Y \ W v 1 Fti Isi AMMEMEMEN PROJECT IVIJMBER WAX.001 MMMMMMMM DRAWING NUMBER C31.1 SHEET 8 OF 27 SWPPP for CONSTRUCTION SITES: 1. HYDROLOGIC UNIT CODE HUC-14: j 05120201090070, Location: Longitude: W 6613247' / Latitude: N 39.55'40" 2. RECEIVING WATERS The proposed development will flow throw a proposed on -site storm sewer system and discharge into an underground detention system in the middle of the new orlon lot. 9 9 Ys P structure. After isaterg the trawlsundergrounda detention facility through an outlet control ouchad atorultimately than travels o a large C48"reek. a RCP in Michigan Rood flowing south and ultimately discharging into Crooked Creek. 3. ESTIMATED PEAK DISCHARGE EXISTING Pre-consaruction:10-year run-off 2.25 cis 100-year con -off 5.60 cfs PROPOSED (Undegand Detention Facility Release Rates) Post-construclion:10-yenn run-off 0.84 are 100-year run-off 1.30 are *'These numbers were calculated using ICPR computer software. 4. STORMWATER DISCHARGE POINTS The proposed development will flow throw a proposed on -site storm sewersystem and P P P P P discharge into an underground detentions tom in the middle of then parking lot. 9system new P 9 After exiting the trawlsunderground a detention 0 facility through an outlet control structure, utamtely than travels o a for a Creek. 4 RCP in Michigan Rood flowing south and 9 9 9 ultimately discharging into Crooked Creek. 5. POTENTIAL DISCHARGES TO GROUNDWATER None 6. SOILS MAP & DESCRIPTIONS CrA CrA BE CrA BE CrA CrA CrA CrA CrA aL CrA CrA t6 CrA CrA p CrA g CrA 9Eg[ b j• 9THW SOILS MAP SCALE: 1" = 120' NORTH 9. STORMWATER QUALITY SEQUENCE STEP IF 1: CONTACT THE CITY OF CARMEL/CLAY TWO AND HAMILTON COUNTY SURVEYOR'S OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. STEP it 2: POST AT THE ENTRANCE OF THE SITE THE (Not) AND THE CONTACT INFORMATON OF THE PERSON RESPONSIBLE FOR CONSTRUCTION ACTIVITIES. STEP it 3: DESIGNATE A PERSON TO BE RESPONSIBLE FOR THE SITE INSPECTIONS AFTER EACH 1/2' RAIN AND A MINIMUM OF ONCE EACH WEEK. STEP it 4: INSTALL CONSTRUCTION ENTRANCE & INLET PROTECTION ON EXISTING INLETS. STEP $ 5: INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE WHERE NOTED. STEP if 6: ROUGH GRADE SITE AND INSTALL TEMPORARY SEEDING IN ALL AREAS TO REMAIN IDLE FOR 15 DAYS OR MORE. STEP 7: INSTALL REMAINING SUBSURFACE INFRASTRUCTURE. STEP 8: FINAL GRADE SITE. STEP It 9: INSTALL LANDSCAPING AND FINAL SEEDING. STEP N 10: REMOVE ALL SEDIMENT CONTROL PRACTICES ONCE THE SITE IS STABILIZED. STEP / 11: FILE THE NOTICE OF TERMINATION (N.O.T.) WITH IDEM. NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED TEMPORARY OR FINAL WERE AREAS BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. ) WILL 10. SOIL STOCKPILE, BORROW AND/OR DISPOSAL A soil stock pile will not be required due to the limited scope of the project. SOILS DESCRIPTIONS & LIMITATIONS 1. Brookston Silty Clay Loam (OL - 6.5% Site) The Brookston series consists of very deep, poorly drained soils formed in up to 20 inches of silty material and the underlying loamy till in depressions on till plains and moraines. Permeability is moderate in the subsoil and moderately slow in the underlying material. Slope ranges from 0 to 2 percent. Subject soil does not present any foreseeable limitations to the proposed development. 2. Crosby Silty Loam (SBA - 93.5% Site) The Crosby series consists of verydes somewhat poorly drained soils that are moderate) des P• P Y Y P to dense till on till loins. These soils formed in loam till that can be P Y capped with up to 22 inches of loess or silty material. Permeability is moderate or moderately slow in and above the argillic horizon and slow or very slow below the argillic horizon. Slope ranges from 0 to 2 percent. Subject soil does not present any foreseeable limitations to the proposed development. 7. POTENTIAL CONSTRUCTION POLLUTANTS Potential pollutants sources relative to a construction site may include, but are not limited to material and fuel storage areas, fueling locations, exposed soils and leaking vehicle/equipment. Potential pollutants that may ear at the site due to construction activities include but are not limited to diesel fuel y appear point and solvents, equipment repair Bari concrete and concrete washout, solid waste, sediment, p products, anti -freeze and fertilizer. 8. TEMPORARY & PERMANENT STORMWATER QUALITY MEASURES A. Location: ape sheet C4.0 B. Dimensions: ape sheet C4.0 C. Detailed Specifications: see sheet C4.0 - C4.2 D. Construction Details: gee sheet C4.1 - C4.2 E. Monitoring and Maintenance Guidelines: The proposed underground detention facility and stormwater quality unit need to be kept free of trash and debris. All proposed lawn areas should be adequately watered and maintained with no bare spots to provide a thickly vegetated turf base to filter out particles. Monitor the proposed undergound detention facility's sediment levels and remove any trash or debris. The maintenance for any proposed post -construction water quality measures will be provided fa by the building owners' on -site property maintenance staff. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED ALONG NTH ROUGH GRADING RIP -RAP HORSESHOE WEEKLY AFTER STORM EVENTS AND AS NEEDED IMMEDIATELY AFTER DETENTION BASIN CONSTRUCTION PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING SEED SOD & LANDSCAPE AROUND WATTER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF INLET PROTECTION 1 N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE 1 N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF RIP RAP HORSESHOE I N/A I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED * - SEE CHART FOR MAINTENANCE REQUIREMENTS Party responsible for monitoring and maintaining SWEET procedures as outlined; To be Determined Stormwater Pollution Prevention measures to be Inspected/cleaned weekly and after any 241fir.-1/2-Inch rainfall event as necessary. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and I acal Bolls City Of Camel ((�� �MnYl�3Ala+nr)naA21L DATE: \ 04/03/19 GENERAL NOTES 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE. INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS. TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOW ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF THE WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. e. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS it. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE ,y5, INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS, AND HENDRICKS COUNTY/TOWN OF BROWNSBURG STANDARDS AND SPECIFICATIONS. 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REWIRED IN THE FIELD BY THE INSPECTOR. 11. TEMPORARY & PERMANENT SURFACE STABILIZATION Temporary seeding will be used as temporary surface stabilization measures if areas are to be left idle for more than 15 days. See sheets C3.0-C3.1. Permanent seeding will be used as permanent surface stabilization measures. The details and specifications for each stated measure are on sheets C3.0-C3.1 and within the final landscape plan. 12. EROSION CONTROL FOR INDIVIDUAL BUILDING LOTS There are no individual building Iota on this project i���rs��lera■:ra►unnre■a►u�y�l�■�:a����lu�r��► Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers, paint and solvents, and concrete. Materials shall be stared in the designated material storage area. Spill prevention for vehicle and equipment fuelin shall conform to the following radices: vehicle equipment fuelin procedures and P P9 9 p9 practices are designed u ingInprevent fuel spills and leaks, and sing o or eliminate cad fuel, imp)tion of tang spill c This can be accomplished employees by using ofhite facilities, fueling In designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors In ui tle ft of roar feels Limitations: ides vehicle and equipment fuelin should inn) nj used where It is impractical proper 9 P9 Y P to smtl vehicles and equipment meat ofhite fa feeling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized 9 P 9 9N Construction Entrance/Exit. ma Implementation: Use offsite fvNinq stations as much as possible. Discourage "topping -off sp fuel tanks. Absorbent use. spill cleanup materials and will kite should be available in fueling areas and on furling trucks, and should be disposed over of properly impermeable use. Drip pans or absorbent pods should be used duringdownbeat vehicle and equipment fueling, unless the fueling is performed over an ion orbent m aerials in a promptly and d fueling area. Use Absorbent materials on amoll spills. Do net quip down or bur the t ill. Remove the P 9 P Y P transport absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile tconstruction equipment Around the site; rather, tranapat the equipment to protected from fueling areas. Train employees and subcontractors in proper helinq and cleanup procedures. Dedicated fueling Areas should be protected from storm water mnon one runoff, and should be located at least 50 ft away from downstream drainage ratlines and watercourses. Fuelingmust d i performed on level- rode area. Protect fueling Areas with berms and dikes t revert ninon P 9 9 P Fuelin, and to contain spills. Nozzles used in vehicle and equipment fueling ehaltl be s should e s automatic shutoff a control gripe. Fueling operations aM1oultl not be left unattended. Federal, elate. and local requirements should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each dayKeep a use for leaks. Leaks should be repaired its. Immediately a problem vehicles or equipment should be contaminated from Me project site. Keep ample supplies of spill cleanup materials onaite. Immetliately clean up spills and Properly Spill prevention of contaminated soils. Spill prevention toe solid waste shall conform to the following practices: Solid waste management procedures and practices are onareas designed to prevent or reduce the discharge of pollutants to diningstorrawater employees from solid or construction waste by teogener tesignatetl waste collection areas and containers, arranging for regular disposal, and training es. and and subcontractors. Solid waste materials in from trees and shrubs removed during Ions plus u demolition of existing sWrap m, and building critic, lass feces and materials including wood, paper, and plastic Scoop or surplus building materials ens, co scrap metals, rubber, plastic, glass pieced and masonry Construction Domestic wastes including food containers such as beverage cane, coffee cups, paper bags, plastic wrappers, and cigarettes. parts. Construction waster including brick, mortar timber, steel and metal ed wa. pipe and electrical cuttings. nontr areas equipment parts. Styrofoam and other package construction materials. Select designated waste collection areas onaite. Inform trash -hauling contractors rovt you will accept only watertight tlum iners fa onaite use. Inspect dam afore for leaks and repair on sum sta that is not reverti loss Provide s adequate number of containers with containers or covers mot can b i placed over the container any keep rain out ti to prevent site of wastes when it is windy. Plan fa additional conditions and more frequent pickup during the since em si phase a construction. Collect site trash tlaily, especially during rainy and windy conditions.e(sued Remove this solitl waste promptly since erosion antl sediment control tlevicea tend to collect litter. Mika aura Mar toxic liquid wastes faroils, solvents and paints) and chemicals (acids, on the c struction curing ea" d mp) are not nto disposed of a culminations co trator. fa construction debris. Do not hose out dumpaten on the c. Clean site. immediately if a cont cleaning to the trash hauling contractor. Arrange for redder waste collection before containers overflow. Clean r Immetliately s a container as will. Make core that construction waste is collected, removed, and rses disposed s only at authorized ate disposal are areas. Solid waste storage pond areas should be located at least a e from drainage facilities and watercourses and should not be located in areas prone to flooding or pending. Inspect construction wrote area regularly. Arrange for regular waste collection. Spill prevention forrconcrete washout shall conform the following practices: Store dry and wet materials under coves, away from drainage areas. Avoid mixing excess amounts of fresh concrete. streets, Or trams. D concrete tucks onaite a in designated areas only. Do not sign ted areas.concrete Locate into storin dfal09 open ditches.ftfratato dr ins, open it not oIIOW t 9 CO.ICfDo to b l duped runoff from except outpexcess P P adesignated areas. Locate washout areas at least 50 ft from atom drains, open ditches, . water bodies. s i not allow rvora cram this areo by constructing o temporary pit or termed area large enough fa liquid and solid woofer Wash out wastes into the temporary pit where the concrete can eel, be broken up, one then epos disposed properly. Avoid creating h sweepings pi draining water to a bermes co level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street he atom drain. Collect and return sweepings th ga ll aggregate base stockpi le or disposehomeowners in the Brash. The cleanup parameters shall conform to Me fallowing practices: The k pu per / homeowners equipment ire sly ce continually kept informed, maintain lisle of continua contractors and available Vac -trucks. tank pumpers and other equipment rootlike accessible for cleanup maintenance In personnel a continually ware of teat ni available absorbent materials and cleanup supplied should re kept on site. All maintenance is plan. nil will be made aware of t of cures for prevention of spills. fitly will be informed prevention of the requirements and procedures outlined in this plan. They will be kept abreast of could end nger developments or new information primary the prevention of spills and / or necessary alteration to this plan. When spills otter which could endanger human life and this become primary concern, the discharge of the life sating atection function will be of Intl out b the local dice and Tire departments. Absorbent materials, which are used In cleaning u spilled of P Y P P 9 P materials, will l with weer of Ina manner permitted u to the approval of the Indiana Department of Environmental Management Flushing of spilled material with water will not be equipment unless so a shall co by the Indiana Department of Environmental Management. Spill prevention for vehicle and equipment maintenance shall conform to the following practices: Prevent of reduce the contamination of maintenance resulting i from vehicle and equipment cos optionci by running a "dry and clean site". The beat option would a a perform mdnten co cover for ate an offsite facility. If this option is not Available then work should clearing performed it designated areas only, while maim cover for constrict stared outside checking o fa leaks and s ills And coax storage and deanin dills immediately. Theseprocedures providing 9 P 9 9 up P Y are suitable a all equipment coon projects where should onaite yore areo is it is impractical fa ataoge and maintenance of heavy equipment And vehicles. and vehicle and a ui anent maintenance should oil be used where it is ti ractical to send vehicles and equipment offsite fa maintenance 9 P Y P and lepoir. Sending vehicles n equipment ofhite should by done s conjunction with pollution. stabilized ities t at c entrance in exit. Out door vehicle or equipment maintenance is a potentially aigni ant source of d outdater quipmActivities that can contaminate seaks). of include engine repair and n vice changing or replacement located of fluids, and outdoor equipment storage and parking (engine Fluid leaks). protected maintenance moat o nsiun f e tleai Auld oreas located awe from rom d a ainageffa maintenance areas shoultl bensor g y g courses from sent pods ter mnon and runoff, and should be located nt least 50 k from downstream drainage facilities and wafer ncerwor Drip pans or over and per should ur used during vehicle and equipment maintenance toc that involves fluids, unless the maintenance work it performed over and impermeable surface re s are dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fuelingtrucks and fuelin areas are required to have spill kits and/or use other spill refection tlevicea. Use absorbent materials on small 9 q P / P P spilt. Remove the absorbent materials promptly and clean; of properly. Inspect onaite vehicles and equipment daily to startup for leaks, and repair immediately. Deep vehicles and equipment clean; tle not allow excessive buildup of All and grease. Segregate and recycle wastes, such as greases, used oil or oil covers as, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide clew n p p Ccedures. ipnsor fa these sheeting materials If abyretl placed te.under r all employees and subcontractors n proper maintenance and spill cleanup procedures. Drip pans when plastic sheeting should t placed under all vehicles and equipment r. P on docks, barges, other structures over water bodies when the vehicle or equipment it planned used be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Properly dispose of a recycle ucetl batteries. Do not pace used oil in a t bury of s. pour into a atom drain or water course. Properly dispose of used ails, fluids, lubricants, and will cleanup material. Don not bury tiros. Repair leaks of fluids and oil immediately. Spill prevention the for fertilizers shall conform to the followingrocked is Fertilizers used will be applied oil in them ants recommended by the manufacturer. ill Once applied, fertilizer will e worked into the soil to limit exposure to atom water. The contents o/ any partially used bags of fertilizer will so transferred to f sealable plastic bin to awes spills. Spill reversion for Pint and advents shall conform to the followingpractices: All containers will er tightly sealed of and ding t when not manufacturers' ur use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORMSEWERSYSTEM but will be property Eispoaetl of according to manufactures' innor State or local regulations. Spill preventiontion and cleanup shall conform to IDEM form 327 IAC 2-6 and the Local fire Department shall be contacted in the case of a material spill occurring. 14. CONTACT INFORMATION BLAME EPPERSON - FREDOYS FROZEN CUSTARD & STEAKBURGERS 316-617-8880 INDIANA DEPARTMENT CE ENVIRONMENTAL MANAGEMENT EMERGENCY REPONSE: 1-888-233-]]45 CARME CARMEL CLAY DEPARTMENT OF COMMUNITY SERVICES 31]-5N.); 91] CARMEL CLAY NTY FIRE DEPARTMENT: 317-571-2600 (ADMIN.); 911 FOR EMERGENCIES HAMILTON COUNTY SURVEYOR'S OFFICE: 317-776-8495 EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SET FENCE MAINTENANCE REWIREMENTS I. INSPECT ME SILT FENCE PDOODKLLY AND AFTER EACH STOW EVENT. 2. IF FENCE FABRIC )EARS, STPRIS TO DECOMPOSE. OR IN ANY WAY BECOMES WEFT nW, REPLACE ME AFFECT➢ PORTION IMMEUATEIY. 3. RDIOIE DEPOETFD SEDIMENT WEN IT REACHES HAT ME POUND OF THE FENCE AT ITS LOWEST PUNT OR IS CAUSING ME FABRIC TO HULGE. 4. TAKE CAPE TO AWIO UNDERMINING THE FENCE DURING WEAK WT. S. AETER THE OCNTRISmNG DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ME FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO ROE, AND STABIUZE. STORM INLET PROTECTION MAINTENANCE REWIRET.ENIS I. INSPECT FREWENRY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WINWT HUSHING,'AHEN IT REACHES HOT ME HDGIT OF ME BLAMER. 4. DEPOSIT REMOVED SEDIMENT MERE IT WLL NOT ENTER STORM DRAINS. STORM SEMER INLET PROTECTON MAINTENANCE REQUIREMENTS I. AFTER EACH STORM EVENT, REMOVE ME SEDIMENT AND REPLACE THE STORM INLET PROTCIION BAG 2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON OIL FRas ME STREET, WTHOUT FLUSING, M REDUCE THE SEDIMENT LOAD ON ME INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP CRATES DEE OF DFNdS 4. WIFN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABUZED, MOW ME STORM NLET PROTECTION BAG MD ANY SEDIMENT, AND USPOSE OF PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REWIREMENTS REVISION RECORD DATE DESCRIPTION IDES BY APP SWPPP for POST -CONSTRUCTION: I. WRING VEGETATIE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE RANKED 2. IF ANY AREA SHOWS FROSION, RILL BACK THAT PaITW OF THE BLMTKET COVERING IT, ADD SOL RE -SEED THE AREA, AND RE -LAY AND SHAPE ME MANI J. AFTER WOEFATWE MMUSINIENT, CHECK ME TREATED AREA PERIODICALLY. TEMPORARY GRAMS. CONSTRUCTION ENTRANCE MMNEF Ma REQUIREMENTS 1. POTENTIAL LANDUSE POLLUTANTS Potential pollutant sources that may appear At the site due to proposed land use activities but ore not limited to vehicles. exposed conand trash. Potential pollutants include, but are not limited to fertilizer, oil, hydraulic/broke fluid. greaae, diesel fuel, gasoline. anti -freeze. auto coop and fertilizer. 2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES: A. Location: see sheets C2.2 & C3.0 S. Dimensions: see sheets C2.2 C&O & C6.0 C. Sizing Calculations: see Drainage Calculations 0. Detailed Specifications: see sheets C10.0 & C10.1 E. Construction Details: see sheets C3.1, C3.2, C10.0 & C10.1 A new offline 4' diameter Downstream DefanderiP by Hydro International along with it's diversion manhole will serve as one of the project site post -construction row water quality measures. The proposed 4' diameter Down efendert; h h w 5' diameter propo stream D hydrodynamic st ranw separator and the ne subject diversion manhole have been designed in treat the slormwaler awl t from the fullunderground developed 9 Y subject site. The poste solopetl ow before runoff will also travel to a proposed untlergrountl detention facility with an ad. All Row before being s discharged into the existing storm sewer system aloe Michigan Road. All proposed lawn areas and thickly landscaping should f adequately Ys 9 9 P P p 9 u Y pateretl and maintained with no bare spots to provide a Mickl stated turf base to filter our P P Y vegetated particles. Remove any trash and debris from Storm Structure fBMP, UW103, and #101. The maintenance for the proposed post -construction water quality measures will be provided for by the owners on -site property maintenance staff. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The past -construction stormwoter quality measures that how been proposed for this project are a 4' Did. Downstream Defendl 5' Did. Diversion Manhole. and new underground detention facility using SC-310 Stormiech Chambers. The post -developed stornwate runoff will travel through the new on -site storm sewer system than divert to the downstream defender for slormwaler quality treatment and finally enter the proposed underground detention facility. Final stormwater quality measures will be implemented as grading is finalized. Sequences of stonmwoter quality items are described in the erosion control schedule in number (9), 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM & RIPARIAN HABITATS: The proposed poet -construction BMI as well as the abundance of plush turf and landscaping will generate very little if any pollutants that could cause harm to the downstream underground detention facility. it's stream outlet, or riparian habitats. 5. AN OPERATION & MAINTENANCE MANUAL FOR ALL POST -CONSTRUCTION STORMWATER QUALITY MEASURES: Please see the attached O&M manual fa the proposed structural BMP's: a 4' diameter Downstream Defender ¢' by Hydra International 5' diameter Diversion Manhole and the underground detention d 9 facility. Y PROJECT DESCRIPTION The project proposes a 3 710f SF restaurant building that will be owned b Fredtl 's Frozen Custard P R r p 9 Y Y and S sidewalk, nd utility improvements This the project site will include the associated drainage, arhig sidewalk, a and unlit Infrastructure. Thisit project is County, In at the anortheast caner of N. P 9. � Y Michigan Road and eE.r 9he Street in Cannel, Hamilton Canty, Indiana. The entire property totals 1.382 acres; however, the proposed construction activity associated with the building, hard surface, and landscaping will be disturbing approximately 1.7;:J2 acres. Storm water runoff in the post -developed condition will be collected via a new on -site atom xwer system which will discharge into a proposed underground detention facilitySC-310 Storm Tech Ys 9 Pine u Chambers - CRY. a p. Before enteric then s defender detention facility, storm water runoff Y ) 9 new Y• will be treated b a proposed on -site downstream defender it trawl unlit unit. After Me coat -developed alarm water runoff is treated And detained, it will along with wed a all for outlet control structure (Ste 101) with a minimum 6' diameter contra alone with a weir wall for emergency overflow. The stigan Roo will Men Sow at a controlled release rote into an existing storm sewer system 21 Michigan Rood. Storm water will inn Intel discharge into a 48" RCP in Ya 9 Y 9 Michigan Rood (US 421) flowing south ultimately discharging into Crooked Geek. L INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEDMY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESUME PAD AS NEEDED FOR DRAINAGE MD RUNOFF CONTROL 3. TOPDRESS WM CLEAN STOKE AS MUDED. 4. IMMEDIATELY REMOTE MUD AND SEDMENT TRACKED OR WAS ED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. HUSHING SHOULD ONLY BE USED IF THE WAIER IS CUH\flE➢ INTO A SUMENT TRAP OR RON. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, STORMWATER QUALITY DESCRIPTION The proposed development will discharge via a proposed on -site storm sewer system and subsequently flow to the reviael constructed storm a system flowing under Michigan Road. q y p y ewer o g g Before anteing the existing w of infrastructure 4' diameter in Michigan Road. the post-developedHydraIns atormwale runoff will papa through t new offline 4' tliameter Downstream Defers defender, by Hydra water lilt be Arse been an ontl for slormwaler unlit via the new downstream ambers aQtmwatan will be 9 quality detained in an underground detention facility (SC-310 SfonnTenh Chambers - Qty. 259). CONSTRUCTION ENTRANCE INFORMATION The location of the construction entrance is on Wheat C3.0. The construction entrance specifications are on sheet C3.1. SHEET FLOW SEDIMENT CONTROL Silt rands, temporary seeding will be used as erosion control measures for sheet Flows. The location, details, and specifications for each stated sediment control measure is on sheets C3.0-0.1. CONCENTRATED FLOW SEDIMENT CONTROL Sediment control measures for concentrated flow areas are not needed fa this project site. All concentrated flows will be released into the existing storm sewer system in Michigan Road. INLET PROTECTION LOCATIONS AND SPECS FlexStorm 'Catch -it" filters will be used to protect all surface inlets. The location, details, and specifications for each slated sediment control measure is on sheets C3.0-C3.1. RUNOFF CONTROL MEASURES The runoff control measures are the same as those listed for sheet and concentrated flow control The details and specifications of each runoff control measure are an sheets C3.0-C3.1. OUTLET PROTECTION SPECIFICATIONS Stamwater outlet protection location ontl specifications can be found on sheets C3.0-C3.1. 6 Z_ /�/� V1 a 0 0cD 0 Ur~� FBI O `� U�cc r; �z o Z a N � M aV=0 a ) do LL IJ-I W FI ti O W j > 2 l♦� C',rxr\\ l V /�� 00 t.! : O ti H N c s LW- .0 L 5 CC I v! 3 O U to O M) f /'� a V G LFiSS4� �CGSTS, �,, ;Poo ; &U SD NO - A • PE10403858 : i1 .o ;• STATE OF D P ../ pf k`tC i rTe �;0� ACC••• 2a i�iAAMSSIONAL �N,,`O� AAIIIIIIIINW` LATE: 10/26/2018 wasessesse DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10 26/18 ��W^ l O (WZJ Y-I �I O CNI 13r.f1 CV CIJ r__I W U) �D CqW /Z\ V1co Q N l7 F-1 Q O I� In 1-y W 1--V a N C) p� fd\ v 0 �\ \ Q rod �V ^ FIF�L�!1 �^^ Vi PROJECT INUMBER WAX.001 DRAWING NUMBER C3m2 SHEET 9 OF 27 \ V, \ \ \ \ TRIM \ \\ \ \ M CU \ g \ CSC CUT .3 \ ffi \ ELEV-882.35' / — '�, NN \V \ 88200 \ 1 \ \\ .E. e81.36 \ T 1 \ ✓� \ \ 1 \ // p \ \ \MI 1 \ \ \ \E \ 1 Y 10 1 \ 1 1 \ \1 1 J 1 I I 1 \ I I 1 i III \\\ 1\\ \\ r 1 \ XX \ \J PLAN NOTES: OT TAPER CURB FLUSH WITH PAVEMENT FL FLUSH WITH PAVEMENT / \ 1 I / 88232 8e232 M.E. j �E i 424 r •A _ \ 883.96 8e3. &g661 �6q0 e// 1 _ 80.49E 43 \ d T 1+ .46 8 61 \I\� •\ r , \ 34 89357 T B8331 y M t\�', \\\\MILE 88151 — L 8825z / .e. „I.• C0 EXCEED 2. NOT ' O EXCEE02.OR \ )\ �\\ \ \\ g93 q0. �p5\\;j Y• r• •� 34s 80474 I ME eelsa A. Bel. 1 VA A T s042a / O `s� L 8839� 18' R`P s \ • \ &Wg \ \ M.E.. E81$I � \ \\ \ E% CURB INLET \\ FR\ , 18° RCP 88382 CP' 883.82 AIM = 88151® \\ INV. = BTa.30.a6 \\ X 18" RC \ Ex. BEEHIVE INLET RIM = 8\8099 Ixv ' ACE) = 87837\\ �+ INV. DE -NUN NEW 1818' RCP) = e780060 \\ \\ \\ q2M \V (W— 8' RCP) = e78.3e. o \ \\\ \\ \\\ \\\\\ a \ Y 1 \ RELEASED FOR CONSTRUCTION \INI Subject tocompliance with all regulations 'OPOSED GRADING & DRAINAGE of State and I acal Rndem e City of Camel ((�� �vmGslO AekwAaL DATE: \ 04/03/19 PROPOSED DRIVE & SIDEWALK CONNECTION PENDING APPROVAL FROM ADJACENT LAND OWNER A A o. A A '+ M N 77 l t y$ UI 5 \ i \ a \\ , g i "'A\ \\ PROPOSED LAYOUT, GEOMETRY, & STRIPING O INGOT CLASS III CONCRETE DRIVEWAY. SEE INGOT STD. DWG. DETAIL E-610-DRV-03 ON SHEET C10.1 OINSTALL INGOT "ONE WAY SIDEWALK CURB RAMP SEE INDOT STD. DWG DETAILS E-604-SWCR-05 & E-604-SWCR-06 ON SHEET CIO.1. OMONOUTHIC CONCRETE CURB & GUTTER PER INGOT CLASS III DRIVE SPECS. SEE INDOT STD. DWG. DETAIL E-605-CCCO-01 ON SHEET C10.1 05 CONCRETE SIDEWALK. REFER TO CARMEL STD. DWG. 10-18 ON SHEET C10.0 REVISION RECORD IREVI DATE I DESCRIPTION DES BY APP BY 1 101/09/191 REVISIONS PER I.N.D.O.T. REVIEW CHECKLIST LAG EAG LEGEND: PROPERTY BOUNDARY RIGHT-OF-WAY PROPOSED CONCRETE OWNER: FREDDYS FROZEN CUSTARD & STEAKBURGERS ATTN: SLAKE EPPERSON (316) 617-8880 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA W32 (317) 810-1677 SURVEYOR: CENTRAL STATES CONSULTING, L-C. 23-5 NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 ARCHITECT: WINTER ARCHITECTS ATTN: RODGER BAKER 1024 EAST let STREET WICHITA, KS 67214 (316) 267-6224 \ K lowwhets below. Call befog you dig. INDIANA DESIGN MANUAL CURRENT INDIANA DESIGN MANUAL 2013 SHALL APPLY TO ALL CONSTRUCTION WITHIN THE INDOT RIGHT-OF-WAY. MENEEME INDICT STANDARD SPECIFICATIONS CURRENT INDOT SPECIFICATIONS 2018 SHALL APPLY TO ALL CONSTRUCTION WITHIN THE INDOT RIGHT-OF-WAY. ME I INDOT STANDARD DRAWINGS IALL APPLICABLE INDOT STANDARD DRAWING DETAILS CAN BE I FOUND ON SHEET C10.1. CURRENT INDICT STANDARD DRAWINGS, EFFECTIVE SEPTEMBER 1, 2018, SHALL APPLY TO ALL CONSTRUCTION WITHIN THE INDOT RIGHT-OF-WAY. HANDICAP RAMP NOTE ALL HANDICAP RAMPS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD I . D.O.T. DETAILS. MICHIGAN ROAD (U.S. 421) TRAFFIC CONTROL CONTRACTOR SHALL ADHERE TO ALL CURRENT INDOT & CITY OF CARMEL STANDARDS RELATED TO WORK WITHIN THE RIGHT-OF-WAY INCLUDING LANE CLOSURES, TEMPORARY TRAFFIC CONTROL, PLACEMENT OF WORK ZONE BARRICADES DURING ACTIVE & INACTIVE WORK PERIODS, WORK ZONE HOURS, APPLICABLE CONSTRUCTION SIGN POSTING BEFORE / WITHIN / AFTER THE WORK ZONE. CONTRACTOR'S RIGHT-OF-WAY PERMIT OBTAINED FROM INDOT SHALL GOVERN ALL MAINTENANCE OF TRAFFIC REQUIREMENTS, UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 10/01/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. wwwrq C CL d Ci' WWI NFU) I-•E•1 ,--I O �¢< aDo 0 W w F Io Lc_ D �jN�x, a F—I 0 (�1�o0 We-o l�oa1FO U E A v! o I� 3 U v V� a P G IIIIIII LE/SS4, `�J — : NO PE10403858 .o ;• STATE OF ''X'P 17/O IL1 Y, DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1" = 20' DATE: 10 26 18 V-•J.l a Vi fW` FVF�� (nC)M z 0 �, I°•8 v Z ct � Q N O � O r�l nW v` O C V11 V 1�1 PROJECT INUMHER Av 00 DRAWING NUMBER C4.0 SHEET 10 OF 27 Z v m r O v I I I I I I I I I I I I I I I I I I I I � I I I � I MATCHLINE I I I I I I II I I I ® I tRUMS ,',L -''loan ~� i �i I• y d —IY 9Y RELEASED FOR CONSTRUCTION I • Subject to compliance with all regulations of State and I need Cni City of Camel (� �VT`�'lDnn)AaAAI_ DATE: \ 04/03/19 WEST 98th STREET S� all m OSED CLASS DRIWwAY n O m Mx 3 y C z Dn r CO) O= K 3 y m y ci z Dn r C z v dc m O v m v MATCHLINE TfPE II 02 0. _Ta-y I --DO - �i�^ (I 1 EA I FLAGGER (IF ECESSAR • TCHLIN "B" 1 ® I II I � I I Itl 0.� I I KA ,tA Y u I tl 971�h 'TREET tl I s N I N I I I .% >;n 'r& at m � — — T z PLAN NOTES: I I O INGOT CLASS III CONCRETE DRIVEWAY. SEE INGOT STD. DWG. DETAIL E-610—DRV-03 ON SHEET C10.1 OINSTALL INDOT "ONE WAY" SIDEWALK CURB RAMP SEE INDOT STD. DWG DETAILS E-604—SWCR-05 & E-604—SWCR-06 ON SHEET C10.1 OMONOUTHIC CONCRETE CURB & GUTTER PER INDOT CLASS III DRIVE SPECS. SEE INGOT STD. DWG. DETAIL E-605—CCCG-01 ON SHEET C10.1 OS CONCRETE SIDEWALK. REFER TO CARMEL STD. DWG. 10-18 ON SHEET C10.0 IA m Iit _ uU tl � 5 MATCHLIN "B" I �ESTN 971 h TF I N I I s ' I IN 3 M� TOPOGRAPHIC & BOUNDARY NOTE F NECESSARY) REVISION RECORD DATE 1 DESCRIPTION DES BY IAPP BY /09/19 REVISIONS PER I.N.D.O.T. REVIEW CHECKLIST LAG EAG 00 NORTH OWNER: 30 0 15 30 FREDDYS FROZEN CUSTARD & STEAKBURGERS ATTN: BLAKE EPPERSON (316) 617-8880 ( IN FEET) ENGINEER: t inch = 30e. CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 LEGEND: CARMEL, INDIANA 46032 (317) 810 1677 PROPERTY BOUNDARY SURVEYOR: PROPOSED CONCRETE CENTRAL STATES CONSULTING, LLC. 23 B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 ARCHITECT: TRAFFIC CONTROL ATTNR RODE RG BAKER 1024 EAST "` STREET LEGEND: WCHI 67214 (316) 2 (316) 67-6224 1 Flogger Traffic Control Arrow Board • Drum (Type II) INDIANA DESIGN MANUAL CURRENT INDIANA DESIGN MANUAL 2013 SHALL APPLY TO ALL CONSTRUCTION WITHIN THE INDOT RIGHT-OF-WAY. INDICT STANDARD SPECIFICATIONS CURRENT INDOT SPECIFICATIONS 2018 SHALL APPLY TO ALL CONSTRUCTION WITHIN THE INDICT RIGHT -OF - INDICT STANDARD DRAWINGS ALL APPLICABLE INDOT STANDARD DRAWING DETAILS CAN BE FOUND ON SHEET C10,1. CURRENT INDOT STANDARD DRAWINGS, EFFECTIVE SEPTEMBER 1, 2018, SHALL APPLY TO ALL CONSTRUCTION WITHIN THE INDICT RIGHT-OF-WAY. "m�ha�tbelowCafl.befomVwft MICHIGAN ROAD (U.S. 421) TRAFFIC CONTROL CONTRACTOR SHALL ADHERE TO ALL CURRENT INDOT & CITY OF CARMEL STANDARDS RELATED TO WORK WITHIN THE Is RIGHT-OF-WAY INCLUDING LANE CLOSURES, TEMPORARY TRAFFIC CONTROL, PLACEMENT OF WORK ZONE BARRICADES DURING ACTIVE & INACTIVE WORK PERIODS, WORK ZONE HOURS, APPLICABLE CONSTRUCTION SIGN POSTING BEFORE I WITHIN I AFTER THE WORK ZONE. CONTRACTOR'S RIGHT-OF-WAY PERMIT OBTAINED FROM INDICT SHALL GOVERN \ ALL MAINTENANCE OF TRAFFIC REQUIREMENTS. WEST 98th STREET ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 10/01/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. TYPE II DRUMS PATH TYPE "A" FLASHERS B A EXISTING PAVEMENT) 0 STRUCTION GRADE Barricade Placement A = During Construction B = At the End of Construction Day wwri R d rG 0 FIFA NFU) GO � N v �¢< o 0 WwF D° F"C9 o� ZOO? C9_b� Wf`-o I� o . yE 3 o h U v� o V� a G P GLE/SS4� `�J �� GeSTE,� - At • NO PE10,103858 : 4� .o STATE OF .z DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1" = 30' DATE: 10 26 18 C8 a �1711 co _U Cf)a0 08 H d I•z•1 Cd U o �xa z Z W F— fib ?i O I--1 �o I-I-1 PROJECT NUMBER WAX.001 DRAWING NUMBER C4A SHEET 11 OF 27 TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 03/23/2016; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GENERAL NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF -SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C11.0 FOR SPECIFICATIONS. CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL PRIOR TO MANUFACTURING. STORM SEWER SYSTEM NOTE ALL ON -SITE STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED. STORM SEWER SYSTEM NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEWATIONS FROM ME APPROVED DESIGN SHALL ONLY BE PERMITIEl1 DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 15 fps OR LESS OR 10 fps OR GREATER (AT FULL ROW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKAWNG THE PIPE THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECION OF STORM PIPE AS IT IS BONG INSTAULED TO ENSURE COMPUANCE WIN THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM STRUCTURE TABLE \ C x - X y %Xfo / .rv°, ems. ry dam' CP /X SWcture Number Pipe Size (in) Pipe Length N) Downstream Structure Pipe Material Structure Type Top of Casting or Gotta Elev. Upstream Invert Downstream Invert Detail Rate Pence 106 12 32 105 RCP 24"x24"Box 883.31(GUT) 880.31 880.21 02/C103 105 15 121 104 RCP 24"x24"Box 883.21(GUT) 879.96 879.68 01 104 18 8 103 RCP 4'Dia. Manhole 882.83(T.CJ 879.43 879.42 02/C103 103 18 8 102 RCP 6' Dia. Diversion Manhole 882.99(T.C.) 879.32 879.30 03/C10.3 108 15 101 107 RCP 24"x24"Box 883.34(GUT) 880.08 879.85 03/C103 107 18 78 104 RCP 5'Dia. Manhole 883.11 T.C. 879.60 879.43 02/C103 110 12 15 109 RCP 12"Concrete End Section 882.03 (T.C.) 881.02 880.31 22/C10.3 109 15 91 107 RCP 24"x24"Box 883.31(GUT) 880.06 879.85 01 111 12 56 107 RCP 12" Concrete End Section 882.30(T.C.) 881.30 880.10 22/C10.3 102 12 2 STORMTECH ADS N-12 4. Dia. Manhole 883.07 (T.C.) 879.30 1 879.30 02/C10.3 101 18 111 I :;Al I RCP I 5Dia.OWet Control Manhole 883.50H.CJ I 878.80 I 878.60 05/110.3 PROFILE SCALE: 1" = 50' STORM SEWER INLET NOTE UTILITY VALVE NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE ADJUSTED TO ANAL GRADE AS NEEDED TO BE RDRAINS TO STREAM" CAST IN RAISED WIN ENVIRONMENTAL MESSAGING "NO DUMPING, OR RECESSED DUMPING, FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS 9 101 oposEa G�,ossl 3�\0SF pCREs \3e , aa5p0- / 1 le 1 / �•t' \\ X \ J\ \ � / REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG 2 02/06/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG 3 03 20 19 / / REVISED DUMPSIER ENCLOSURE EAG EAG ^ x \ ) (\ NORTH x I \ 30 0 15 30 IN FEET ) 1 inch = WHO <le I ' \ oMA1NrINs OWNER: EUv. M3.s \ �\ \ FREDDYS FROZEN CUSTARD & STEAKBURGERS r / A "t (316) 617- 8880 PERSON CP r X x\ ENGINEER: CIVIL SITE GROUP, INC. 11 x v 160 WEST CARMEL DRIVE / ocv."esss x SUITE 240 CARMEL, INDIANA 46032 wa 1 T\ (317) 810-1677 on•.=mui e /. SURVEYOR: CENTRAL STATES CONSULTING, LED. 23-3 NORTH GREEN STREET BURG, INDIANA 46112 OD (317) 8\ \ I I (317) 58-8662 ARCHITECT: \ ey\ �1• WINTER ARCHITECTS X ATTN: RODGER BAKER 1024 EAST Tat STREET WICHITA. KS 67214 \a (316) 267-6224 l YMN.I B X� X X / �� / X (Jfltp / -x / STORM PLAN" 1 "=30' \ IN i \ PLAN NOTES: TE INDIANA 8LITY11 DTO LOGcATE CATE NOALL EXISTING UTILITIES ON NOTE RCP NOTE AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY 18" OF VERTICAL SERARATION O-RING JOINTS REQUIRED ANY EXISTING UTILITIES BEFORE COMMENCING WITH MUST BE MAINTAINED FOR ALL CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD FOR ALL RCP PIPE FERE RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERUTILITY CROSSINGS. WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. 895 l'IMM omm00 Ziam+mmo` (Ij?M e gmea ties �, Zia'"� a m NiM»C m a n ¢a m a In In uo Pvn �N� n r W¢6�o u`vi t7o W.. N ¢ P^m�m To W'✓" mNm m IvjmlbmW N� mIIW vm�- 11011 o+Wn^I^13 890 m+m om m^ Qr mm p,+ym ^ ,. rn IIF WFL1ZZj �Clmmlml �tiUZ UZZZD QII ill zo aj nn o o^Wn^I one o w o W� '-' z a II zw3 885 02¢c5v�� lOYR. 32' 121' SSDx2 8' 8' HGL @0.31% / @0.23% of 8' @0,1 % .22.1 2' RCP / J IS' RCP @0.18% 18' R P 7(GA RCP UTILITY C OSSING Y CROS INC 875 (DOA, ATER) 16' RCP 2' S P::]::: S SERV E'. 10+00 11+00 11+00 12' ADS N-12 PIPE CONNECTION 1 "-50' TO STORMTECH ISOLATOR ROW RELEASED FOR CONSTRUCTION (SEE STORMTECH DETAILS) �� 1 „_ 5, Suhart to emmnliance with all reaulatims of state and I seal Cndos e City of Camel ((�� yVT�tanrklaA2+L DATE: \\ 04/03/19 01 HH DD U0 137 RCP 1_1 R HGL UTILITY CR (SECONDAR @1 SSING 12' ELEC.) RCP _-- _ 91 @0.23% 15' RCP lOYF 10+00 10+00 11+00 ,M SEWER PROFILE LEGEND: PROPERTY BOUNDARY - RIGHT-OF-WAY - EASEMENT PROPOSED CONCRETE PROPOSED STORM SEWER FEED ® ❑® � PROPOSED STORM STRUCTURE - ROOF DRAIN/SUB-SURFACE DRAIN /e923 TOP OF CURB GRADE 79873 PAVEMENT GRADE TPe.zs PAVEMENT OR EARTH GRADE M.E. MATCH EXISTING GRADE - - PROPOSED GRADE BREAK --847-- PROPOSED CONTOUR ---847--- EXISTING CONTOUR DRAINAGE FLOW ARROW ->so- PROPOSED FLOWLINE R1 APPROX. 41i LF OF 6" PVC (1.05 MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS, & CLEANOUTS AT BENDS > 22.5• FOR ROOF DOWNSPOUTS OCONTRACTOR TO REMOVE ALL SEDIMENT AND DEBRIS FROM BMP USING VAC -TRUCK 8FTEB. ALL SITE CONSTRUCTION AND LANDSCAPING IS COMPLETE OTAPER CURB FLUSH WITH PAVEMENT FL FLUSH WITH PAVEMENT GENERAL NOTES 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN �. COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER C SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. NROW what s bCIOW. CaII hle(ore you dig. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE STORM BACKFILL NOTE ALL PROPOSED RCP STORM SEWER SHOULD BE CONSTRUCTED WITH BACKFILL PER DETAIL NO. ID-31 ON SHEET C10.3 ^^� wm a XW 895 NO mm� .... 00 o H �+- o ORnom' . NtiN.. ^gym � 0 Jo W mmmll �� i0 v� Zae II 0i -Iy m"za '� II n u WWop. 1_ti0 0 <U n aW 0 0 w W N 000 U �� Pl o^m I/o�m o 890 pro^ vvv pjmmmll J,r a �� jx^ mmm> D�mm ZtiZ ^ o m 11 II III FE m0 w... O ^^IN0. mmm - U ^ u ,p 3 am Fa ow II II II Z II II II �vv1v red red r c; F d � "£.w XQ WUW WW -ZZZ WNHD ti r���0 885 a, �r --' - a `0 3 f 0.63' A SUMED BASED N 54' OF SSDx4 _ - ____ COVER FROM EXISTING GRADE 880 =x4 tj 56 10YR. HGL REDUIR D) 111' @1.75% 10YR. HGL HGL 12' RCP �^p t @0.18% UTILITY CRDSSIN � 18' RCP P SUMP REO'DEX, 8' OUTLET IF co 875 10+00 11+0010+00 /Existing Grode ` New ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. STORM STRUCTURE NOTES: OUTLET CONTROL STRUCTURE 5' 0 MANHOLE 101 (NEENAH R-1772) SEE DETAIL 05/C10.3 1p2 4' 0 MANHOLE (NEENAH R-1772) O103 6' 0 BMP DIVERSION MANHOLE (NEENAH R-1772) SEE DETAIL 03/C10.3 104 4' 0 MANHOLE (NEENAH R-3405) 10.5 24" x 24" BOX (NEENAH R-3286-8V) 106 24" x 24" BOX (NEENAH R-3286-SV) 107 5' 0 MANHOLE (NEENAH R-3405) 108 24" x 24" BOX (NEENAH R-3286-BV) 109 24" x 24" BOX (NEENAH R-3286-BV) 110 12" CONCRETE END SECTION 111 12" CONCRETE END SECTION BMP 4' 0 DOWNSTREAM DEFENDER SWO UNIT SEE DETAILS ON SHEET C10.3 E%1 EXISTING BEEHIVE INLET U CL UO 0 cl) EG E- W 17 WWI CID J) o U co Z Nx W QI � Z G �¢< aDo 0 �V)� W W F" LL , 0 ��jj �C\1 a; Q oc 0 F-I 0 fxx`/ 0 1--"1 �y - ; IUJ j N N U v Mww, 0 V� a ��. Q-�G\STEq �;p - •. NO PE10403859 .o ;• i STATE OF � C e x� ,1Tutmnfo``�. DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1" = 30' DATE: 10 26 18 U) 11^•1 (711 co NO �1 QN a CIO C) C0 O08 z �..8 V V cd L)Q a � F" W w 0 NzCO < Vl O � I I 0�) �•rVl V V: I-I-1 PROJECT NUMBER WAX.001 DRAWING NUMBER C6110 SHEET 12 OF 27 PROPOSED BUILDING— APPLIED JOINT SEALER SHOP STD. STEEL PIPE—: ADDITION GALVANIZED & FILLED W/CONCRETE. PROVIDE THERMOPLASTIC LOPE YELLOW BOLLARD COVER 1/2" PERFORATED TOOLED EDGE OR PAINT TRAFFIC YELLOW EXPANSION MATERIAL 2'-000 x4'-0" OR 2'-0"x °. 4 2'-0"x4'—O" GONG. FOOTING ° o ° Q ° p d:e 0� SLOPE CONCRETE 1" ABOVE ° - & FINISH W/STEEL TROWEL. EXPANSION JOINT MATERIAL TO BOTTOM OF 1/2'—� �— PAVEMENT G - 4 EXPANSION JOINT AT BUILDING DETAIL a ° APPLIED JOINT SEALER TOOL BOTH SIDES OF \\\/ 1 /2" ERFRATED EXPANSION JOINT a' EXPANSIPON MOATERIAL Xx r 11 17 6" DIAMETER STANDARD EXPANSION JOINT DETAIL 1 STEEL PIPE BOLLARD NOT TO SCALE FLUSH WITH SURFACE 1/8" — 1-1/4" DEEP SAWED A /d/4 CONTROL JOINT 10 JOINT DETAILS 1 NOT TO SCALE r13' ' OF RRAP ON GEOTIP—EXTILE 2'r - 4- CONC.-.1' 2•r 6" STRAIGHT CURB 6" STRAIGHT CURB ASPHALT PAVEMENT ASPHALT PAVEMENT FLUSH WITH PARKING LOT iz 6" STRAIGHT CONCRETE CURB TURNOUT NOT TO SCALE LEGM OD —OUTSIDE DIAMETER ID =NSIDF UAMFTw d =DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 3• 30" TO I 4" Be & LARGER B" t3 REINFORCED CONCRETE PIPE (RCP) RPnDING/TRENCH DETAIL RELEASED FOR CONSTRUCTION NOT TO SCALE Subject to compliance with all regulations of State and I Teal Ender City of Carried �VT�S31�DxuAWML DATE: \ 04/03/19 NT OR NOTES. 1. ALL INUTAL BACKBLL SHALL BE INSTALLED IN V TO 12' enuNCFD UFTS. 2. A MINIMUM 9" C£ CLEARANCE SHALL BE PRONDED ON EACH SIDE OF TIE INSTALLED PIPE 3 4"h STE LAN RESERVED PARKING * VAN SECTION A -A ELEVATION 09 PRECAST CONCRETE 10' WHEELSTOP NOT TO SCALE GREEN - ILLUMINATING TAPE (LETTERS) -STANDARD SIGN (R7-8) - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) • "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. C(l /� RED LETTERING / BORDER 5 (J�`h`0 0 STANDARD WHITE SIGN(R7.201) FINE 12" 07 HANDICAP PARKING 1 ' SIGN DETAIL NOT TO SCALE Anne HALT ox min .M.�rr/E�Na smx v�5w¢,w1s � a J �w wrasw rw..Wnr,ANTS MAU Q U m I 7Ix IF O PREPARED SUEGRAM INI PH AP ANm14ivr ]m 6MA roT s[¢ U CONCRETE SIDEWALK �wANe wTSs . xo Wrnm rar Wwa w. a rmerlm A. ors a z m r T w�TS AN N�m,E Nd r m.�W �,ANra = a FIVAAR 1iRMO FiISTIE 4S M AT x W Me, NM �mIp�I R AL�IAVf 4" BIKEPARKING•com yySquamelle cK"1 .n."..�«,•,,,am.n�. mfic.....mr..im SQuaro J WSH3602SO-SF HeIgN:36 Width 19 FWngm S'x W x V&'roundedcomers Mcundng Holes.1619/16-di SpureTuhc1 x2 x 186',AP FblsMs. Hat-D9pW GtNanlmd PosMercm ob � � Stainless Steel3Da hmsneel / 15 \BICYCLE PARKING DETAIL (OR APPROVED EQUAL) !2Y. NOT TO SCALE 06 TRAFFIC SIGNAGE 10. NOT TO SCALE too' 25'_ 2. 5'_I TOP OF CURB AVEMENT /2• FIBER MATERIAL AWED OR TOOLED TRANSVERSLE EXPANSION JOINTS TRANSVERSE CONTROL JOINTS 1a CURB JOINT DETAIL 1 NOT TO SCALE CONCRETE 4.000 PSI 1/2" mm W53 oa COMBINED CURB & WALK DETAIL 10. NOT TO SCALE 1" RADIUS —TOOLED ROUND EDGE RE —BAR HANDICAPPED PARKING SIGNS Ill 9 JI It! LL a M 00 w a h � W N m L/S w w CIE DETAIL B FOR DIMENSIONS m m m 9' HANDICAPPED 5' 9' HANDICAPPED (TYPICAL) (TYPICAL) 8' MIN. FOR VAN ACCESSIBLE os HANDICAP PARKING 0 STALLS NOT TO SCALE 6"x6"—W2.9xW2.9 WWF EDIUM SRI WITH CONCI 6—INCH CONCRETE PAVEMENT COMPOUND. ° B" NO. 53 COMPACTED STONE OOQQ,,Og OQQOO (v^1`�,'Og OQQOO 12" SUBGRADE COMPACTED TO Pi O 95% OF A STANDARD PROCTOR \ \ \ \ \ \ \ \ 01 CONCRETE PAVEMENT SECTION 10. NOT TO SCALE FINISHED CURRING 1"-110,/SYD. HMA BITUMINOUS SURFACE 9.Smm ON 3"-330W/SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON �QO �OOQO�OOQOQOOQO OoOoQ�OoC) 6" COMPACTED AGGREGATE /53 BASE 0 0 0 0 ENGINEER CCID, TEN A TO 5) 2"SUBGRADE 95% OF A STANDARD PROCTOR LIGHT DUTY ASPHALT p3 PAVEMENT SECTION •• DESIGNATES CONSTRUCTION ALTERNATE, IF NEEDED 1 NOT TO SCALE 1"-110W/SYD. HMA BITUMINOUS SURFACE 9.5mm ON 3"-330W/SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON 8" COMPACTED AGGREGATE W53 BASE HEAVY DUTY ASPHALT 95R OF A STANDARD PROCTOR p2 PAVEMENT SECTION *PH DESIGNATES CONSTRUCTION ALTERNATE, IF NEEDED NOT TO SCALE ••DEPENDING ON THE CONSTRUCTION CONCRETE SEASON, MOISTURE CONTENT AND 3000 PSI 6" 1/2'r 3" OF TOP SDL PROPERTIES OF THE SOILS ON SITE, 2"r CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. rHACKFILL SEE SHEET C11.0 FOR SPECIFICATIONS. PAVEMENT —T_t EXISTING 1N GROUND GRANULAR ',\A 12" MIN. J�j�'j� 11 STRAIGHT CONCRETE CURB DETAIL NOT TO SCALE REVISION RECORD REVI DATE I DESCRIPTION IDES BY APP U EL 1 PEL /��/� V L p U ®�� w~ N ®® �_ NN w 0 co d o NU t--1 �_ N r Fa••1 �w � (y W F allo 0 w p O CA (D �01C)� zo� ✓~� ^✓ I�UNFO �,^ EN v! N O r J 3 U M O v H� L U a_ P`G LE/8S ���15rEgFo•�FP = • AIL : No PH PE10A03858 : AIL = .g :• Pp STATE OF ¢ •• 91OI AIA t �4• ,1111,0 G2 ',HIP11'IOF 1F1 "S,`, DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: NAP DATE: 10 26 18 �hh••1nn �I N Ax.A el- 1) Q Co 1--1 aG0� W Cd 1 �5 Q( U 4 I (Z/ W rrO lT vl O V rl PROJECT NUMBER WAX.001 DRAWING NUMBER C1000 SHEET 13 OF 27 DomThai an e e om,:ae+aaarwawae . ... .ar larea..:M�wd` i,a 0 0 0 0 0 01'" In or, '1 a0 —1011 u &lgICETEifALE waA W SURFACE wIM Cf.YgY'IF BIDER©O. xs ea riena+mnamiwm r'arm.�u ninwm.ae.ensa%. �nl.w.maa `Y �yy,, S/y� R a a w # wawanu I R wam ! RAW Tvara Reap Axn mrcxewFafEcavmRLrnfwnErAn TMI%r^�nnM� m 6M1lV• I'm u�1 �� vomammo asiwan DYIY.£nr-F—fJIMEI >1]%U6� m M L a 4 k I maealD mxamTe are M'n GLTf91, TYPE N cauxo 1 Lin b z caMlnrvmmnamTEase AXpAXD IBC (VrRnW) ry r%%gaanoc cws �m�� �naaaea {ADD: Q �v m.inwane ® vaaay9rYa �.a.re�.e4amnr4r eenMaateewsawNew Qi eue�maeauwee�errwaereewray Q •i.wm � s n wnas T e a XP r WW+ aarue aa.e a uirmil'4 aY.N 9 pnis 3 MrrnaNO PvnemMnNdYn [vms�asae4me y�aa.+esm.®mb.wXm.n XFs u,-Is-vw..l sawn aY w....e nnrw�au nrnna a - I�s.rr2-.�i1 s. aaav �w- Ir-r lsawp orna IDXQ [v L�iew aaurvvm lESidQ: sere eaexnxws San D® esawwaraaw4v 5® MMM16 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and I That Codes City of Camped �VT�t�D*VAsaML DATE: \ 04/03/19 TanaTink 90EWIlX RM an •m � 90NAA tloif£ ei ki Overrun nini �.ar��Tnawwe,.,w.....m... pa.>. rn..re rraaara�mwar.a,<m,�e,lw. ��way. ewsenmvrw-aonwrawm SIDEWALK DETAes SIDEWALK III eLiFER 3YrEMreR W16 6 Somi ]r@gj zµs ma aemnwaye w.meseax nn WNwkms� rTM�,,rm.a n Ste° a'°.,aaa.eaaah �a. -�ma«A gym,...`.. T »� -IM1DEmteO aDEwAu taosslxG OO •�•"°°' ©.°a.F"..°nfto I:.°°`..r'°a°a." ,'°` --Oa aaa.e,ee.rew..a.a,e.as.r.nw..m. G' wormsace's'. nehmmki,9nEWAl1lTMXSInIXI e� prsRa�.Wea a°aeev �° E��r . w. .nma,IMl Lviv trwav FawWaraa9b6awrt Ar,ri. y m�m�mr l . Q ao yg vnl:sluEwaix mown o{vaRTMErRaE TRavasakunax 90EW All! pUVEW0.T IXOSSIHG �anemenew SEPiEMefR M16 aX. 102101 wa aaa ponwaaaa bat mA. '°°g saes r. ,'ki•i,• IMw FCCP min e.mame IfL1 �-a-1 aaartllm W q v, KU W er,mum here ➢SYDN eao ATv Peer p,nM ne„ Seeking) a e.g)N. STOP The. n.n nuraw na PAVBYFNT6 TYPE T TRANSITION nIDn.e 600-vmN mm�aM¢mm rlLrblen� PLAN VIEW - CLASS M DRrVE Nma: LEGEND M fmka Tzar art Wsal Me a 6• TOM might nor whir IWI'with .®akeaalk IeIAMs, tle fm6brXslil be aljWel. =p�rebaveen [erkM1¢Ncaamaid a. 5¢ 9tneaN IXaMp EfiC4mW%W IX EY0.mYM-nEb � � pffin¢M1vnfrm[fan Rmmm [ n R eklewalkdavaKn bany4m effii4 4. SSTSLr Dmwlnq E61M1nR1W] WM llNamt ®-5eawelk<Iwrbn pan9em Y]brvlew. 0=PN GENERAL LADIES 1. Tve rclne3pym5wrcYN TmarOSE610TPW-01NmgM1 11. Qa BapSpeLprmcn isaesnta Chssrv,tlnmeignE be M3buaM miry®r mlOutlM TypeC e64¢IEe on Srantlara oawmg E Wi9talU2 Men Men®nun appmN 9raeeNxln%1s3MnireLtle Aratleartlee®tig tlm2 bhretle RNA IFe,me appwal pace a xlp%andl m m ee6vw Me rywmue palnalnmuamn ma6 mewein9 arsawas9aae. ComNceon LwjW me R/W Ikpsnw EeyreFgrrpaary Rrw. Q MmpNPlaR pgeaq buanml4auM pe pmdee krpl6C baueetivlupeeeeurme aum]etle aurmne. Q The m for To s IanaktlRaeae In greater 11%fiahll htaa¢atl and 1prpubtl gMary ll%fa waggend grearra tf r){a LeN DI tlTa, m I1%Ertasehl9ralama Ia%baypi Taomba Types IL N,aNV w0. Oe mwmlmmum eiXtiaip rerc.mucvam m, rv,namwplwIII bear e.lgreem NObutlzperery. 1etM WIXblRa awK Is9ub Men 9'A sxery, tlnrW.Ba1 WmaRxLm tlellh ®JD rKE5MDtl 4nr u sm SomaaoreeaME6lu.ouwumraouaro-mnanlsanawer> Qv Owb wrharkba n,.mmmmmamaa oreM%E6oaswam, wbm m..plaawM.eBmrrna, a4Mvkel2tlm 6anelM aehran m5d64am pa'Mrg EfM51YNKL29ell M m1 Men iY.alkhaepseRmara. O Nisi%Iiryulm mgrMerMm iRMkaean6R w Cub RanpTryeGa33Mwen mMaM pSearaESO4aming E9,Man tkna shomMa nd. oraaawalk SeeWmInrfbn Aran X1 mual W and OrO rt En 6kno X-019MI Ce we. 11 WT[nXlsryulmmgmkrmmfiR, no elN mnpuaaewtlkactivation rniMtlm 4rwulrea unka MnneMbagNainew-. Oa6eeln. ss nrpankmem tlow Mrninmemtlnne near mine Nr, nwmunuuvNuwmueounpala6 Or MMFE GclaI0utmebder T311 og4r Me bx astheaterInmetlYon $dn&N omMnq Efi10Vdrab y auhxetle ear mum M¢MMIttImi2e IDne,mPdonarnGrdneN No- with eetlaey be a:]da IS sl�a man 3:1. ® xe -tlrtll O.Q eMakM1t WII L! 1 NA mgrw@r. 0 uAlr.Artmrea,da6lla ® xaMMic¢nN mr PEd RAphuaie. mhr� art art AhMer br XMA Iar rapreama. 0 Lagwelmllanr 0 rmoemmaau ® rwmmn a mymt IEGEND O= pear.. 6alw.an IramSeem ofcame Are! aaanalk ®= WMX aaxaaek won _Q rang, A69NIi01, Or upiWly, Arai eMem trenNpm. ® Oath ri Or ske"i M0E0n bansean sa.Kn viM. Timor QNorwmAE6lBbnrva n•�wan A -A are Saelm B$ 2 hmenlAy pe P29NA[pmgXg9F., onaityrpebKmnY OJ Some 51mLN Llawmgs E 6M-SVYAKL1 or E omfiwTw%02 her WK k daw6mtmi amih, or Atwwa maare E awsael.00 mr mMalK am rmp ems a Me emn A anrelmi. x. ss saMem pewm E61[blmmmrpin[pamrheaamm. E. SST �MaM nraMr9 E6111�ORN-U h (awn) NotxmeafeMW LaxTa. 6. Yx 9aNaN Crartire Sni21➢JN ha kn9TramlpReeLilx ICGEND 0=MM aMeewak wa =m'aawaewaM U- nears Meweah mekeasa 0 am saervalk I Seiner rmm rtcrcanation meaRhY C7=9Tnslkd[Alm ban9tlon TYPE 1. 11, DL N V1 ANDNI Decline L� 1. Ile ss Nwm resmn gTe211yryprym i}qe t I{ O.IV, N and VD d66MsnSIT m STmnare naMn$ E 6lDhoowIMM v-Di, -0i, -0I, M, {N aN -07 ropmiyy. 3. Inertial Arco- xwa Mr gpmetes Or Ini Tagpamm¢ 11TIS area rypslly cartanue Ran Va eme ar an 0 hot o-newhe pmentram" MTIm Ve kJ a G wry Or prtpeM pre or wftnln a Me fore 0the ryntN way or prvpnty lyre wAae terra dm mart then gMa Of ME weting dlvq aepeNlre an Me aRaµdf mNRlms. miere the Partway wm anmxs Wdln Ales Man Btm, mh am me 6e mearrM Man me Mqe o£eaH.wy. J. Trm44an Am- an alaMent prement Salim m to WW Jln.T whom thwailly mReMe from the AAM of wry or prantyllremapMmonbe popeMavreraeTe Meretle wrals29nhm Pam Meng dMg..Ma. Di GENERAL NOTES AND LEGEND SEPrEfell 2010 No. 9/50 STATE 6 } m ow N ❑ U M O 3 LL] Z 5 O Z F a C5 O FK o Z Lu O W w K a N 0 w F 0 We"i 3 CL 1 O 0 al UNWN I® wEIIIII t 00 x O ranTO z NU x IlL- EOO a al — W E— ^� �UNO ,^ E� vi N O J3U r M O U a ue� 'Q-E�lsrEq'<�P L han Z. = 14 ° PE104G3&5e : iC = .d ; STATE OF ,pp Ski A% At';✓ •2 'a''AA/IJII�I I i `, ,,, w p 111 O✓ r�A ' DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10 26 18 meeeeem U) Z p r U) O +� N � U Q < CO I 0 I --I > Cd T A 1 Chi U w4 � z `� No< CO W Of,... C.) I� ^� W Iti F—I--1 PROJECT NUMBER WAX.001 DRAWING NUMBER C10.1 SHEET 14 OF 27 Na 19301 19 STALE OF NmE a0i n�mwTa L—I tul�ra14 �mmun seat I A I ® *� MK �M� ul RlWMa gWLa9wx PLAN NEW e... a......., nwa XOC MORE THAN 20' DEEP ® LESS THAN 20' DEEP 1-fY W.aYM�sYi SERNCE LATERAL DETAIL cql CLAY TOWNSHIP REGIONAL WASTE DISTRICT SERVICE LATERAL DETAIL Schneider NORMAL AND DEEP CONNECTION IAD+lr III 1wMN Woo GRWa low AT IF IF W VA= FIRST LA= MDDINO TABLE wF as I Flats I beam will uo auseamier gains 'ao a rum s mu real m l PIPE 512E Aa B Pml IT. aaAm a r D . m E i-T Rf SANITARY SEWER TRENCHING. No. 193002BEDDING AND BACKFILL DETAIL rnrzOf i�g `J CLAY TOWNSHIP REGIONAL WASTE DISTRICT w7 SANITARY SEWER BEDDING AND Schneider RACKFI LL DETAIL n — l H !a mall �< I1norw IN 0.0 RPP t Ow I A i Al alm f w �p��rp���p � � ���-1���� OL�D✓j�j'��'��Qp�Iy�I� . as a W- NOTE: ALL SLAB AND MAR TAM CONNECTIONS MUST BE A MINIMUM OF 3' BELOW ME FOAER AND EAT ME BUILDING AT ME FRONT OF ME STRI)i M MUM ME SHORTEST, MOST DIRECT ROUTE 6' PMC CAP FROM ME WILDING M ME 3' MAMIMUY DDSTLNC LATERAL SMB. FINAL GRADE TEMPORARCULIED CAP FOINDAI .. (HOOTER) � 6' PLC WE 3' MINIMUM RUDER WRE jM11NIMUM (B. M 6' M el M-COTEFNwEMFR6' NINNUM. SEE SANITAR4M6 RIGID 5• SE LATERAL S.'NN 1RO CMNG. BEDDING AND BACMFlLL pETML CLEANOUT TYPE 1 dnunrelRpa (ONLY UNDSCAPED SURFACES NMN V\D p C(THEE FEET OF BUINING) q f* pp'. blsT!' ea Na 19300219 sAIE of W DI ANT � � CLAY TOWNSHIP REGIONAL WASTE DISTRICT g �� Schneider TYPE 1 CLEANOTIT DETAiL e Bar Le/ga/Da Ae T.\AM\BNBAmI\g11GSIg8PAILYTN-%18N6 Renee h.nk.raP Remaeogeod wranamean einer Rome"I and Runs rbk. Immweand ria it necemwry lows marl rew, lows n,661 na dlbndala Rem No all win bamkere. Pins only dad or Pn«o�rlydead a ado^ eta is in E'er hole, Prune Only dada mine ant F, p. shown sOnrlesv BwFfill wiywuiy mat. hobo widnsw Femme 6orkmdbopa Eden lmnte as dmrble laden. war damsel se donli leaders. Oarre horizontally double laden. &More ere Is err Are ea e, a mimb air pxLeb. AM, me a In de Mk, Foram bdkm aI Indian germ men Mi. e•:coil "moneFair ofharder b rum sre Ming borwnbly gre,awn. pbwb and ¢.pose OnerevshMcdg iI newsy. Alsosnde We, Add1.2 instead cod Wore. arire sl of board remains racer all lami mi R"Ifiill nvrg ng"naand mnore s rue sal wmhing dly or leak and epaa 1(mp mold 3 irda From le Real Ame should be Minesdmerefly n eiminak irpz4ek in Iend upou cod Aam, 1.2'n,eero6na natBme. Oscar rM ugMya Brid grade. Add 12inew, d d"rare air rba". Rod Rae should as Rod Rare snood6 12i1.b tenhgm Fnks I Add 12inches d mishandle Win Aunt. B dGrade. bd din d. Nap ukA 31 PolarEnds 6anbnk. gmde. F hMass _ RELEASED FOR CONSTRUCTION Subject to compliance with all regulations rd State and I need Eni � City of Carm�ed UT�V1fUG*VAWM<_�/\�� DATE: 04/03/19 NOTE: COMPETE APRON AND CASING SHALL BE (GILLED m NAT THEY oD NOT CONDUCT ME LATERAL W LATERAL W. Mail R-1978 OR FAST 1011DAN Pon wM S.NER ON CAUNG 8' PVC CAP, r M. WE TW OF PC PPE M 6' M 6.) M-WE MR SIDIIE BELOW CQU -/ V SENER LATERAL APRON 10 PANT CLEANOUT TYPE 2 SETTLING. EXTEND M WDISNRRD FARM (HNOSCIFE 9AFACIS ALO AL OMER INSALLIlTi Mall THEE REr M WILDING) No. 19300219 STATE OF I CLAY TOWNSHIP REGIONAL WASTE DISTRICT Schneider TYPE 2 CLEANOUT DETAIL SUMMARY OF IATERAL INSTALLATION REQUIREMENTS 1. Only one LuiBing May connect totM1a rarer rain Per Formal unleas ntlai amparm al Try TdCn. 2. Norounbuscon, sump. Damn or omerg mtare. drams snapm interconnected loTricors sanflary sa'aer as addressed through our In Orainaaeana In wr ymuna on our mewls wmetdco.Face 3. The exhateng saner lire hbrtlme buaarg tothe«plctank mavonly be used ifit k located under a bull addresses paw, porch or passed do ¢nay. Air MC is harrumed m Arad aocepbble M're se. The propeM owner and beaMicarsta ll sbM The Ticac pesomug brands tor Me duratern dthe air tea a. TMIO eh er marprectioll sWmiM The commands shall roffyr Cxg prior Go woH'Ir g Me rearalled ktrel. Final connectionshall onlyba morde under dir 1 suprormolon of a TnCo inspection.An inspeckinmusel scheduled 24 no adan«arm Fey 'rea'naPwe if n'nsP nbli aWawonn-nsp ionisneWed wMcontm=risnMonslWrorthewwdulWinspecon,anW$IWWWIlwaas dandmu be Nd priorbothaftnecathemilovoupmorearobson 5. SeptSephis effluent Mall not bepumped ad lmothesan6aysewar system. ProperlyProperlyoni are hereby anionsered Mature County Beard M Hmlth rero kreemorientation d nrcan«d irmate seveagedispinnal( p ) yerne. The County Ordinances p tlee in reaRtM1M mean connectionAn public asep6 rnk shall w abandoned(Pumped them) and filled compktey Van eaMen materiel or st aaan antl aanRary manes. Pbau contxt Me aDPrapdab Caung Board of HeallF tr NrlM1er intrmeenn m M t robfyma depedmed dine awndmr«nt B. ACCEPTABLEPIFEMATERIALS: PVC PIPE SOR35MSG 2B, ASTM UM34 SIXINCH PIPE PVC PRESSURE RATED PIPE: MR 21, ASTM Mail. SIX INCH PIPE RESTRAINED MDINr PIC PIPE LDIRECIONAL MILL)'. CERTAFLO CREENLINE SDR 21 Al W261, FIX INCH RLE (rm Only Per apprrnel Of the Debi IEnginrer) GASKEFED HINTS: ASTM M212, FITTINGS SICR28 OR BETTER FGRHCO OR aMILAR FL"GLE COU0.1NG5 All TYPICALLY NOT ALLOWED WIT14i APPROVAL OF TRIW'S ENGINEER, DUCTILE IRON MEC AIUCAL COUPLING WITH PROPER FITTINGS, INDIANA SEAL SHEAR GUARD, ANDIOR MR 25 GAShi REPAIR SLEEVES (Allard) PRIVATE GRINDER PUMPS ACCEPTABLE MATERIAL IF CONNECTING INTO A LOWPRESSURE FORCE MAIN: Thl mart ber command for alloxaes pumps and pump requirements. I HOPE DRtt IPir(IMP) Cmnadons are to be manage win(Polypropylene or gambling Srtl) Compromlm Fitages or EkNduaim. ALL PUMP CONNECTIONS Pumps ari mom roan 3' IarFaMialar to OF run longitudinally along the building tin more than 3 mast haveracbanoutmarlle], endtna PPe Sallbetra wWW9'SDRWpMe emnecloninm Ne puWp n. CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY CONNECTIONS, NO MORE THAN 100 FEET APART. (please«¢ Clean Ord Details Type 2 and Type 3for multiple ckeneut madden mmArbmww). CLEAN OUT CAP RMUIREW WS. By PVC Thessel Caps. 7, BEDDING.Uw Numrber8aushWstneor Nurrber8haaured aggrogaW Number8stnebskhllmabrkl isMple«dhen8inch Wee 12imwnesaMeNepipe. TM1e Mnchahouldbearrynimumar1BNcnes vale am incM1« on bn antes tame v col Contractors must ly10Gauges TeeWar dfthe entire length dthe Mre.The visrbepacedonrp oYre enact ARer the TnCo insFrbr M1esvedlediM pkcmnnld[M1e Wre, bedtlimg is mequimetl bbe plaztl on top. B. AIIsplkmgdtne Wreswllwmonnmted ngeiaere3MsplkekMr IIDBRMB, Kinglnyvation Groner Dined Bury Lug Aqua rarloD W goal cr TriCo Engineer approved equal. 9. Laterals shell be installed no closer men Mfeet ham wardermodle unless PVC pressure grade pipe is Feel meetly SDR 2t and Asti Di requirgrenr. Any prop«ed instgholon nyuidng pressure pi« must be revirced and awepled by TnCe and Trork s Engineer prom imamlktion. 10. WFere a tma m is made contra SDR 35 pipe and pressure gentle MR 21 pipe, a ducsk iron Desmond mechanical couplings must be used. 11. Lateral mug termiar rather 3rd of the Wilding unless the conditions in Farm KKt aurae are net Glued gpe'a NOT albwed brothers three fasts building foundgion walk. 12. All pde struNn dinp'rry are subject to be r6ai and/or rmr' etl Other Tr'6gadwrolon. Exaplesof structures MI myWincluded are Manhdes GEllMerceptra Carol lnbmceFtrs Pump Pipe, Sample SDuctures arc. Terabng Muiremrme are t "Hid all gmuctma are vwhmYgM and that May conform W Ti IA Pdicy 13, Additional information on T iCo gandams and specifications may wobmnetl from our merge gyw.w.rw.e« orour oxke during business hoursof 7:30 a.m. to ADD p.m. Mondaymm ugh Friday. 14. UllB mYou Dg-INDIANA811,d hburspdwtdigging. TDOo Regonal Sewer Ultill 10701 College Ave., Suite A, Indial lapolih, IN 46280 Pftpra 317-M4 9200 Far 317-84492103 RMeed OONGF)s NOTE: CASTING Sol BE NSTALIED 50 THAT FRED Do NOT CONTACT THE LATERAL OR LATERAL CAP. 20' MSTAL CASRNG MN 122 M. HEIEED;K=TR Lreurour wMl PENTAGONAL B0.TAV TOPE All TO EXTEND 6PVC Cli MNNdu 3• AamE soxE Vol Hari HYPE IETFA RT, 7.2 TBSIFT, MIN. 3' OFEP OR EQUAL No. 193DO219 SIAIE OF TRACER WE ral. r.WTGTWNi 11L 1i 4 ffRND MTEE FEET OF WIIDNG) (4l I CLAY TOWNSHIP REGIONAL WASTE DISTRICT Schneider TYPE 3 CLEANOUT DETAIL la. 11 im me nkmA xmi i r I III > L +Cal xw ape bC CITtoPCA9YEL TOMCOMMERCALWAM _ .. STANDARD DETAILS SERVICE DETAIL ,�r.,...=m.awn `e`- """coca nirmw MANHOLE CASING TABLE ICG11Ek COKR(arm all M it a cow �m me LID ALL eals'll on, sees Leon sea my TO raw m duo EXTERIOR INTERCEPTOR/SEPARATOR DETAIL REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 OF/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG U EL 1 V L p rL V UWN I® ran z NU WF LL 10 o mall zo� — H 5 C WE-' ^� �UN0 ,^ E� co N O r O V� a �A `�S�P`GLE/6S % �E�15rEgFo'�(nP . � : Nb PE1040385B : iL = q : STATE OF � Q. ACC ��i'FSS/ONAL "imm ENO,\``� AI/IJ11�111111sA\` DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10 26 18 AeA�Ari 4.J /�)/ VLQco N I) O le —el CV 00 W Cd/ � co q U () 4 I W �I W \ V rrTO V{ o F-N-i PROJECT NUMBER WAX.001 DRAWING NUMBER C10.2 SHEET 15 OF 27 H 3 SKIRT B-well AA A LQI ry w L B� D OR T (GROOVE -OUTLET END) TOUNGE-INLET END) SECTION A -A dkPER -}" R PER PER SIDE HORIZONTAL FLARE q AP J -r R WALL E WALL VERTICAL FLARE SECTION B-B Dio. Wall G or T Wt. Sec. A B C D E Dio.+1 RRETTISNklint12 2 1 530 4 24 48 72 24 13 19315 2 2 740 6 2] 46 ]3 30 16 111 318 2 2 990 9 27 46 73 36 19 112 421 2 2 1280 9 35 38 73 42 22 113 4 24 3 2 1520 9 43 30 73 48 25 16 14 4 MAANU MFACTURE OF END SECTION IS IN ACCORDANCE At APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. zz PRECAST CONCRETE FLARED END SECTION 10. 6" PRECAST MANHOLE MAXIMUM OPENING 4" GREATER THAN O.D. OF PIPE INV.-878.B( CAP DIMENSIONS INCHES A (MAX.) B (I.D.) C (MIN.) 18 48 25 21 48 28 24 48 31 27 60 34 W 60 38 33 60 41 36 60 44 42 60 50 6" MINIAUall PRECAST MANHOLE SECTION MAXIMUM OPENING 4" GREATER A THAN O.D. OF PIPE REVISION RECORD DATE DESCRIPTION IDES BY APP 0000 ool�o 0000 0000 a 'v 00 �o n 0000 0000 0000 INSTALLATION REQUIREDOle 1. EXTENDING 20' FROM DRAINAGE INLETS IN A "V" PATTERN OR ALONG THE FLOWUNE PLAN VIEW 210 �11 203,204,205,206,207,208,209, a STORM SEWER IISSILET MOTE 2TIR IRS: & 213 N EENAH 2.PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 -3405, 2502, OR EQUALI' ad. ALL STORM WATER INLETS &CATCH BASIN R " DIAMETER PERFORATED CASTINGS SHALL HE LABELED WITH pfi wS NE HIGH DENSITY ENVIRONMENTAL MESSAGING "NO DUMPING, POLYETHLENE PIPE MC� PRECAST REDUCER CAP N .MIN. WITH "HIGHWAY SOCKDRAINS TO STREAM" CAST IN RAISED OR RECESSED FILTER" LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A 2-0�FISH SHALL ALSO BE CAST WITH THE LETTERS. SO I oa 4" PIPE UNDERDRAIN 1 ' UNDER PAVEMENT SHRINKNOT TO SCALE PIPE �nlav��Il�Lv�wnLcyr�TUE .. , . •��� MANHOLE STEPS REQUIRED IF U-0 REBAR 6" O.C. DEPTH EXCEEDS 4'-0" EACH WAY (AT 16" MAX. ON CENTERS) oz PAVEMENT MANHOLE 1 NOi TO SCALE INm BARREL SECTION -1 ASTIR CLASS A O 40GO PSI fNVc8jW 80�a TW=881.34� AN7 As " 6" THICK REINFORCED i CONCRETE ORIFICE CONTROL WALL Z A ' NON -SHRINK \\ < GROUT 4 . • 5DIAMTER A ' N T , 12" & 8" MANIFOLD PIPE MANHOLE (MIN.)M we \\Z • § CIO BY ADS \\ 6" CIRCULAR ORIFICE } DOWEL IS REBAR 1'w"•. B±J.BO ,• INTO MH WALL 1 FT SUMP REDID. 24" z DEVELOPMENT IN ". A. .- �� WEIR WALL A X53 COMPACTED TED ONE 6" 3.54' R 6" WIDE CONCRETE WEIR WALL Or MANHOLE STEPS REQUIRED IF 85 REBAR STIRRUPS 012"o.c. SET IN MH BASE DEPTH EXCEEDS 44 REBAR 6" O.C. (AT 16" MAX. ON CENTERS) EACH WAY B05 STR. #101 - 5 FT DIA. OUTLET CONTROL STRUCTURE 10. NOT TO SCALE ruq w1 agarA NET M6 nx PAg 4CId Y/RES WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS W it IN CITY Rif xvne NO sBME I. FRY BAWLL Rx unllrc lxSINUIWS MCIE l'45'g1a59WLEFmmOMMS11XMOlQ qq mM K�°PCvTO1THE �T oTM=1"FOE Mass TM R a ro NATO PME0.1flEmw P EMTND � x AM WE UMM. n L MM B-B1PMM A WI w NS YMUdE M9 ELL NM Wr OF II M91Y "n'AP IfAEGL$AMU TANDARD I CITY OF CARMEL STANDARDS TERAL TRENCH ET) RELEASED FOR CONSTRUCTION WITHIN CITY RROW Subject to compliance with all regulations of state and I Treat r.Mnex e City of Camel ((�� �M;T�l�llaydNaATYL DATE: \\ 04/03/19 PLAN VIEW ELEV-879.30 6"CIR, INV: 878.B0 WEIR WALL ORIFICE DETAILS TRENtf-ORM SEinn � aSTEALL mmI 3 1Ewa0 Ue-Y�°NeWIFPo,L.LqNEG]M V BF6 AR w wM math Pre aBOEw - ° D a ux R•.MM1AR ,• oTs a w'euBEq r 1. amNc Mao xwxBw+c rq Al ids ixnvunon vluL a p sidle Y¢rlxe llc YAlwiu lewimmns OF ne agML E N.v U y rc MwMA mnvx uall mT urw ME who 4IXBIN A m MAR My ALOE. NEps Sxeuxxs AA'NMER,Ivrsma wrzwu BEImnc PerIAL M Me AR AMAINEpt-P4 A3 mmw BEu, Sax LA aTaE la ASPTxEYIYIYBY I rcOy YPASED 1MPR DWMXUNEET ME w MEm TO BE U14291ASPoE9 PIPE PROU TO TBE ENBC LO IF ME NP.MVXES OF ME Wm uI ARE MI MM SAFT HEIRH� ME Oct. MALL BE UDEAN1r10 AW1 A RPM MATNM meARO NM as MONE IIw�LMLL. P U q INUM OF ME AM HNI.IWNG AMID INTAL SAgRL MIILM ONEATTED IN 8 MMU11 fill To NOT Few Trul Act TµM RMRP M1 Ertl ME [M EE �M an THE THE III PU®. ME B.W51LL ND 19 A nBROUGHTNUP EIFXLY ON AM MAS A M PR EUI THE EW 1ENOM w nEL PP M1AL IF, 1a ML N,axaHL N 1xL 1.L...YYY Ix,ms xx,1x N1AL BE 1NL m1wL THEIII a Mc h A L FEE 1r :. FERAL UEEPWE WE PLLPLPxSENTSBE SNL4 l'65'ILIES MML BE B-V WA FORMETOfEfl•NV.I MAE B ML ABU MO WAt B TMNNR w 11F ImM 00 SNALL w LRVAM IN r NApMIY LFR TO 1M ME MµTOP -0'ME town Phl OENAM1 fq M ENTIRE E SAw MNAIEPW P4= ME BAOM Pat ME SOWToo,hAu IIAsull wam Ed for E MML� m5n 51 �rAySdtMM WOWS me- `SAMALL i W MIT xSTREAM M MEATEEPEAL FARE OF wel NOPERATES � LUMPS IEu1S YARIAA-DSIPACIEB M 12' 1 YAAYVY UER10 x01 LLS Mµ AM S1N MR MgA Fain ME El Mar OF The INSAVAOf. CANACTox THAT MI Ax POn MIAI Amen M P CEoaaAcnq MMO A5 ww y 3 wUmaARmid"Aa °w1AMM UIom rEEvMMRm ME TiIPEI ME xiY oxen 11E EPA R ME NSTAIR PAw 7q MA ND q Am My MIT re OF ME xnam rrt 9E1LL BE NOR THAN a,IIT OF WI A11W'Am PART w M P IF AS srNpIRO MMM OF ME IIg1Y MAT Net aluvapl awl BE lmTMum NAs A L MINM o Ma UT. THE MINE B19lLVT NEWH1 MALB ,. r oomm ammE Me M W nAalua, BMRIL IBM B-Mail m mum OF EIpnN YmmE MU flLL TO ME uw OF F41N0 SLAMADE NM ttlrA A6RECAR x0 a A. STAmAaeM wv Eq SIm slEa PmM1m MMP m mL mMAE A Spy; FRUIT MI w MNKM BY ME M. mV1UE.R ELagD a MPM YYEX AA9AODq 6 ML 31yY m"a EAS1W an PM,W. 0 mY al y BE yBBq®mpER m mfA w mmlc m B N¢ STANDARD CITY OF CARMEL STANDARDS DRAWING 10-31 TRENCH DETAIL FOR CITY STORM SEWERS 6" MINIMUM - PRECAST MANHOLE SECTION MAXIMUFIE8 OPENIN 4" GREATE THAN O.D OF PIP DOWNSTREAM DEFENDER OFF-LINE ARRANGEMENT PRECAST REDUCER CAP TANGENTIAL INLET PIPE o INLET PIPE I INV. = 879.42 (8 LF OF 12" HOPE 012.5% BY OTHERS) dd0 18" RCP BY OTHERS ''e ( ) IINV. = 878.42 ANON -SHRINK INV. = 879.42 TOP OF WEIR 879.80F ARREL SECTION ASTM C-478 CLASS A EINFORCED CONCRETE PIPE 000 PSI DOWEL #4 REBAR INTO MH WALL 2" DEVELOPMENT IN WEIR WALL T 11 O'D. v-�45� e r v v" v� E-2.48' HIGH x 6" 'WIDE CONCRETE WEIR WALL • MANHOLE STEPS REQUIRED .c. IRED IF $4 REBAR STIRRUPS 0 12"oSET IN MH BASE DEPTH EXCEEDS 4'-0" g4 REBAR 6" O.C. (AT 16" MAX. ON CENTERS) EACH WAY 003 STR.#103 - 6FT DIA, BMP DIVERSION MANHOLE 10. NOT TO SCALE SCRIM an SLfXNIt m. L EM OMB ON ONE 6 MM PAww,r j PUTS. Aeasy .J ,"ii% Gq UN A NT mid Apyµiq (YFICIq .10lFYL$ w wMb wmm IlnvIv rmrx sclxn ME -Ypgl Meting M OF fAwYsA AT k, rm1]I µB AT WMWE IE$AE - p xL9®An7 n [q9E WNL RE RR m MCI rl ME A nE ON EavAIFNr m a.R w TIE IN M Spy na TnmM MMplya UNDERDRAIN xo MALL am Pre Mu TOBmB marmnn Of BEcrq ne w MMoao s mm MS im mWSR WM 1F5 By Kg MoWREAOIFSIm BYTEgYFw m STANDARD CITY OF CARMEL STANDARDS DRAWING 10-12 UNDERDRAIN 6" WEIR WALL (BY OTHERS) TOP ELEV. = 879.80 INV. = 879.32A I I I ' INV. = 1 PIPE COUPLING (BY OTHERS) OUTLET PIPE OUTLET PIPE CONCRETE CHAMBER- (18" HOPE BY OTHERS) (8 LF OF 12" HOPE INV. = 679.32 01.25% BY OTHERS) (BY DOWNSTREAM S M DEFENDS DOWNSTREAM DEFENDER DIVERSION STRUCTURE fSTRI 1031 BMP (BY HYDRO) (BY HYDRO) BOLT DOWN DOWNSTREAM DEFENDER IS '"'NOTE BACKFILL AROUND THE PERIMETER OF THE STRUCTURE IS DICTATED BY THE THE PRIMARY BMP INFLUENTIEFFLUENT CONNECTING PIPE MATERIAL (I.E. RCP, HDPE. PVC) EQUIPMENT PERFORMANCE The stormwater treatment unit shall adhere to the hydraulic parameters given in the chart below and provide the removal efficiencies and storage capacities as follows: 1. Performance objectives: The unit shall be capable of treating the peak flow rate listed below.f 3 2. Peak treatment flow: �S cfs [85 I/s] 3. Depth of flow in overflow pipe at 1.3 cfs: 6 in. [204mm] 4. Estimated headlossed at 1.3 cfs:2.2 in. [127mm] 5. Sediment storage capacity: 0.70 Cu. yd. [0.54 cu.m.] 6. Oil storage capacity: 70 Gal. [265 liters] 7. Sediment shall be stored in a zone that is isolated from the main flow path and protected from reintrainment by a benching skirt. "Headloss is defined as the difference between static water level at the inlet of the Downstream Defender to the free water surface in the overflow pipe, assuming free discharge. Dimensions are general and intended for guidance only. The orientation of the inlet pipe and overflow pipe can be adjusted to site requirements. See site plan for orientation. My 111mmY mods, by Hp,o Internoter only many, ,o me Ems supplied Y - YM o J s not wheat and erpneY H><amx mY mm d, y "y iw Y P P ( performance rro) Ma9ned, manufactured w applied y Y P x free,"'memaronal has n pa'r 1 r p mmt deWopmenl and remm. the rirft 10 am.nd 1n w T r 1 ME M H pequipment-y i - al Intera veprmnt ©2005 Sou lids any liabilityufor the perfpmonce of ns equipment (n my pout thereop used or made subject to cor outside of the conditions set form IF real lNterautW a s defense spetlNcal read rural orms mp e a eal In and 10 this Fear, Internaldidnw s supplied m wrg ce sea a intended rempmts of me auvmg, by they a menoe agree to had the drawing AsSmfWnu and not m w cereals see If any c poother than or ewhichitwas supplied and and not Moral whole e ow in part, 'g, a draring or any of the rydepl ulpment or structures ted thi n mt pew M0m permlulon of Hyae International PARTS LIST ITEM SIZE DESCRIPTION 1 48 in. 1219rem I.D. CONCRETE MANHOLE 2 30 in. 761mm MANHOLE LID, FRAME & COVER 3 LEDGER ANGLE (TRIP.) 4 SUPPORT FRAME 5 DIP PLATE 6 CENTER SHAFT & CONE 7 BENCHING SKIRT 8 FLOATABLES LID W/ VENT 9 12 in. 305mm OVERFLOW PIPE STUB 10 L12 12 in. 305mm TANGENTIAL INLET PIPE (BY OTHERS) 11 12 in. 305mm OVERFLOW PIPE (BY OTHERS) PIPE COUPLING (BY OTHERS) NTS Drawn by Checked Eng. 'hecked Prod. Approved by Title 4-FT DIA. [1219mm] DOWNSTREAM DEFENDER STANDARD UNIT GENERAL ARRANGEMENT Hydro : + Ir-errs-icral�To 94 Hutchins Drive Portland, Maine 04102 tel: (207) 756-6200 fax: (207) 756-6212 email: hiltech@hil-tech.com No. No. ci EL P(� V L (' G_ f n C.) I® 1I t Set CO d o NU A --I ;! N r Fa••1 wel� (yWF allo 0 LL wNet Ep o;� E� N L) �� o It ��10 zo� c W0- ^✓ I�No U N ,_^^ ,E v! y J r xJ3U M O U a isly GLE/SS � el �Y ���ISrEq ti�P e = " MIE : NO " PE10403858 1 AL = STATE OF M. F T. 01 ACC:`e2a�� 'o4RN SSBONAL ♦;NOAll a4T4nnBBMOY DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10 26 18 of �hh--1nn �I Six `V tee Coil CIO ��N U)�I�Q Newell oJOAo W Cd Ali 1� 411 V� weew �J QI (�1W� 7W No CO ^ W�j tier. 0 V rrT0 O ->,I:� Bed Al L F-I--1 I PROJECT IRRUMBER Waybill DRAWING NUTMBER Cal 0.3 SHEET 16 OF 27 11r PREFORMED JOINT NI1%R 24, 1/z SOME TO MATCH ADJACENT CURB \. CONCRETE PA A ' ' CLASS "A" S CONCRETE ° ' 7 1/2' COMPACTED SUBGRADE CONCRETE DRIVE WITH COMBINED DEPRESSED CURB AND GUTTER NO SCALE NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INC DING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SUP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE CONTROL JOINTS 5AWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' ALL ROADS FACE OF CURB IS TO BE 7 r. BACK OF CURB 13 r MEASURED AT PROPERTY UNE II RADIUS 30' MAX RAplp$ I' I I CURB — 1/2• 30' MAX MEASURED AT PROPERTY 30' RADIUS NOTES COMMERCIAL DRI VEWA YS NO SCALE PER CITY ORDINANCE USE FOR DRIVES WTH ALL CURB TYPES EXCEPT ROLL CURB CONCRETE DRIVE AND/M SEEM" ACROSS OMVE SHALL BE MINIMUM OF 8" CONCRETE, 8" COMPACTED AGGREGATE, NO. 53 AND REINFORCED C3 AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. Of Of N ANY EXISTING MRS, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. Z N PROMDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION Q ¢ O EC PATH/SDEWALK AND TREE LANK DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) N O 4 Q) O r TOP SQL+CCI Of . Q COMPACTED BACKNLL •V" / U BITUMINOUS PAVEM04T W H W CLASS "A" Z CONCRETE g O D-9" U U CCD STRAIGHT CONCRETE CURB 0 ~ NO SCALE N ti v NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTNUOUS-Y POURED CURBS TO A MINIMUM DEPTH OF 1/3• D DAMPEN SUBGRADE BEFORE PLACING CONCRETE ED CD CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWSE EVERY 10' MINIMUM Q Z O RELEASED FOR CONSTRUCTION OCCUR 12' FROM CURB UNTIL 5 FULL GAYS HAVE PASSED AFTER PLACING CONCRETE ZQ O STANDARD SPECIFICATIONS. Subject to compliance with all mgulaBons Tn of slate and I acal CnM\ City of Camel �M;,A�3tDA� DATA:: 04/03/19 CONCRETE PARKING BLOCK WHERE SHOWN ON PLAN EXPANSION JOINT- 3'-0" PARKING I 2'-Ow 1 /20 JT. CONCRETE PARKING BLOCK WHERE SIDEWALK SHOWN ON PLAN EXPANSION JOINT - a - e O a 00. ASPHALT` PARK '— txrAN�IUN;-±—� �— PARKING -III—III I -JOINT ,,I=II —I.� —III-II —III— I III —I I —I I I I$" -III—I I I— 102 CONCRETE PARKING APRON v N.T.S. AT LEVEL PARKING/SIDEWALK TRANSITION EXTERIOR WALL SHEET METAL DOWNSPOUT BY G.C. STUB DOWNSPOUT INTO DOWNSPOUT BOOT NOTE: DOWNSPOUT BOOT SEE SITE PLAN, ELEVATIONS AND ROOF r COORD. WITH NEW PLAN FOR LOCATIONS D/T CURB r CLEANOUT PVC PIPE • W/COVER ILEA k_ J_ 1 III I I I ;ET,NPING AT .III —I ZING AS REOUIVED III _—III III —III e IIlam III —III III—III—�I— Id I I— 1= e • • III _— • •` III —I I liillll, � .III=1 I I FOOTING 0DOWNSPOUT CONNECTION NOT TO SCALE REVISION RECORD IREVI DATE I DESCRIPTION DES BY APP BY 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG I EAG 3'-0" CONCRETE PARKING APRON 2,-0„ 1/2" JT. VARIES SIDEWALK SEE GRADING a aeer__ PLAN o ` rt ASPHALT- txrnrvblvly PARKING }, 8 I; JOINTI=I Ii8—I 03 CONCRETE PARKING APRON N.T.S. AT THICKENED SIDEWALK EDGE ci EL 1 �/� C0 O Ce L UWN I® H_24�Uc ran z NU co ESN Q�ES — c W 0— ^✓ �UNo Em ,^ v! N O r I 'o V� a GLE/804� GST&q�';CPi = • No PE10403858 .e :• STATE OF Po •• ;Np1 ACV :.•• a"'e';� �ei'FS%NAL e;AG %N IIII1111111\\\\ DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10 26 18 7) ^�I ru `� 1�`IIN /��/� VL N /1 II-O--11 O Cd i--I co �UQ Qt Ufa (Z/ W W Now CO O O V F-T-i PROJECT (NUMBER WAX.001 DRAWING NUMBER C10A SHrrT170F 27 PROJECT INFORMATION ENGINEERED JOE ROGERS PRODUCT 317-417-0385 MANAGER: JOE.ROGERS@ADS-PIPE.COM JOHN ADAMS ADS SALES REP: 317-506-1838 JOHN.ADAMS@ADS-PIPE.COM PROJECT NO: IS105607 LLLLLLF. ADVANCED DRAINAGE SYSTEMS, INC. FREDDY'S FROZEN CUSTARD CARMEL, IN STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC=310/SC=740 SYSTEM STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY g RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM ADS DSR MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. C. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes Citv of Camel �;, Gs DATE: 04/03/19 NOTES FOR CONSTRUCTION EQUIPMENT STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. PROPOSEDLAYOUT 259 STORMTECH SC-310 CHAMBERS 66 STORMTECH SC-310 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 8860 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 7035 SYSTEM AREA (ft") 351 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS 888.63 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 882.63 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 882.13 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 882.13 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 882.13 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 881.13 TOP OF STONE 880.63 TOP OF SC-310 CHAMBER 879.59 8" TOP MANIFOLD INVERT 879.38 12" ISOLATOR ROW CONNECTION INVERT 879.38 12" BOTTOM MANIFOLD INVERT 879.36 10" BOTTOM MANIFOLD INVERT 879.30 BOTTOM OF SC-310 CHAMBER 878.80 UNDERDRAIN INVERT 878.80 BOTTOM OF STONE M 06 LO NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. OUTLET CONTROL STRUCTURE PER PLAN MAXIMUM OUTLET FLOW RATE 2.7 CFS (DESIGN BY ENGINEER) 12" ADS N-12 CONNECTION INVERT 0.9" ABOVE CHAMBER BASE (SEE NOTES) 12" PREFABRICATED END CAP, PART# SC310EPE12B TYP OF ALL SC-310 12" BOTTOM CONNECTIONS AND ISOLATOR ROWS 4" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER) 3.85' RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel ��GGs L DATE: 04/03/19 O 0 07 � o U Z z Y Z w _ N w o O 0 LL Q 0 o o _ 0 0 U) wLU v H ¢ O D' o a 8" X 8" ADS N-12 TOP MANIFOLD r STRUCTURE PER PLAN W/ ELEVATED BYPASS MANIFOLD r 8" X 8" ADS N-12 TOP MANIFOLDINVERT 3.5" a ABOVE CHAMBER BASE I MAX MUMINLET FLOW 4 6 CFS(SEE NOTES) WN S4'DIA. MANHOLE 4" SUMP MIN) I ABOVEINVERT 3.5" CHAMBER BASE (SEE NOTES) O ISOLATOR ROW (SEE DETAIL) 8" PREFABRICATED END CAP, PART# SC310EPE10T PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN TYP OF ALL SC-310 8" TOP CONNECTIONS GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS INSPECTION POF 102.83' 105.35' 112.02' (f) C6 to 0 JN CO M Z ¢ _ 20 W of � CD J V J_ � _ a C c Y u Q 0 e 0 U 0 U 0 0 of 3 0 W 0 W w W . zm zr zz W W zw Go D W0 0W W� r m U W 0 2 0 rof wa >0 Fa zm W 0 Wg o 0 rW U w Cj a WW Wm F¢ O� 0Q x J W J W ¢ Zr U W zW W2 Z U J W Q 0� Wou m W¢ FU LcW 0m Z ¢ O< U¢ w0 ❑ W W rr WW op z zm 00 ¢Q 00 ❑of Wm 0W 5;H Kr - zr Ow zo ¢� m mw Z_O z� OW ❑z W 7 QZ no Z 00 ¢W WW W aN wW w2 m r 0 Z Z J 00 ya m ti¢ SHEET 2 OF 6 n ACCEPTABLE FILL MATERIALS: STORMTECH SC=310 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C' LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER Cl GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% A-1, A-2-41 A-3 COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO i DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9110 NOT TO EXCEED 12,000 Ibs (53 l DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE AASHTO i B CHAMBERS FROM THE FOUNDATION STONE ('A' CLEAN, CRUSHED, ANGULAR STONE NO COMPACTION REQUIRED. ClAYER) TO THE ' LAYER ABOVE. 3135714,467,5956557 FOUNDATION STONE: FILL BELOW CHAMBERS AASHTO i PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE 3535754546755556557 SURFACE.2,3 OF THE CHAMBER. PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 77-7 1 i ELEV. 882.50 (MIN.)-883.67 (MAX.) TTBOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAYPERIMETER STONE (SEE NOTE j) OCCUR, INCREASE COVER T024"(600 mm O_ C. I�F EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm', NOTES: ;C-310 JD CAP SUBGRADE SOILS (SEE NOTE 4) 34" (864 mm) 6" (150 mm) 8' MIN 18" (2.4 m) (450 mm) MIN' MAX ELEV. 880.63 16" (406 mm) ELEV. 879.30 ELEV. 878.80 DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) MIN 1. SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 51 ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes Cite of Camel �;, Gs DATE: 04/03/19 0 U) � o U Z z UU Z w _ N w o O 0� T- LL QCID 0 o _ m 0 0 CO wLU v L.L H ¢ O D_ o a 0 Jto N m� M Z ¢ _ 20 LU of � O J V J_ a C Y u Q 0 e 0 U m z 0 U O r 0 of z 3 0 r 3 W W w . zm 5 ­ z z W W am w D �w Wof W r m U W x0 of wa >0 F< zz Wz m4 wr of w� cew Um w Cj it aa Ww wm F¢ O� 0a x< W io- W J W ¢ zr U W zw W M Z U J US w 0� Wo m Wa FU 0 Om m Z¢ O< U¢ W � ❑ W W WW o0 z zm m� <o 00 oof Wm 0W >H &r z zr O W ¢zo m mw ZO zx oW 0z W 7 <Z m W Z w 0 Qw a❑ K W a� zm WW Wx mr ao Z� Z J �z no On m �x SHEET 3 of 6 STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE SC-310 CHAMBER CATCH BASIN OR MANHOLE 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC310EPE12B SC-310 ISOLATOR ROW DETAIL NTS A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes Citv of Camel �;, Gs DATE: 04/03/19 CONCRETE COLLAF 19GV/9185111►1 CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH II PART# 6212NYF7 WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP' INSERTA TEE TO BE CENTEREE ON CORRUGATION CREST �_. .... ... �_ _. .. 1RT SC-310 END CAP ____......_TICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 4011 f.CA ......X 11i aa11^TH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG61P* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) SDR35 PIPE SC-310 CHAMBER * THE PART# 2712AG61PKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION SC-310 6" (150 mm) INSPECTION PORT DETAIL NTS 0 O 0 07 � o U Z z Y Z w _ N w o O 0Y UL QCID OD O _ N (%) 0 0 U) wLU O ILL H O K o a 0 JN m� M Z 20 w of � O J V J_ let _ a C a Y 2 u Q 0 e 0 U m z 0 U O r O of z 3 0 x r 3 w JJ 6_ h W W W . Z_ m z r Z Z W W ZW GK o J W W O 0w w� Hr m U w0 20 rof wa >o f= a a z z w mo WF �g w� W r� U w Cj a Ww wm Fa O� 0LL OQ W J W J W a Zr U w zw w2 Z U J W Q o� ti❑ �w cu FU cc o� z< O< Ua wo 00 w Wu o0 z zm f/1 F <� 00 rof 0a wW Ox or �Q ax zr ow azo Xw z° zx OW 0z W 7 aZ mW Z w 0 aw a❑ wW aN z WM mr LL 20 Z Z J 00 ya _m xw r¢ SHEET 4 of 6 Q Luc UNDERDRAIN DETAIL SC-310 TECHNICAL SPECIFICATION NTS NTS Q O out STORMTECH STORMTECH � ai � CHAMBERS STORMTECH CHAMBER END CAP U Ow o OUTLET MANIFOLD � � yCYYY�,� X]v Z Z LU U zo 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH LLJ N W o U o �I ° 00 0 <BUILD ROW IN THIS DIRECTION LL U (D °a FOUNDATION STONE � � ( }CD o 3 BENEATH CHAMBERS w VA\ jA jA%/A V START END ILL O w ADS GEOSYNTHETICS 601T a NON -WOVEN GEOTEXTILE SECTION A -A DUAL WALL PERFORATED HDPE STORMTECH UNDERDRAIN OVERLAP NEXT CHAMBER HERE z W END CAP (OVER SMALL CORRUGATION) Wzz ill Z am wo Lo w B B w o N m A ill FOUNDATION STONE BENEATH CHAMBERS G G G G G G Z� 15.6" 16.0' W o (396 mm) (406 mm) Lu� �— vi /v�vvvv� vv�vvi a U One A ADS GEOSYNTHETICS 601Tce \ \ \ \ \ u NON -WOVEN GEOTEXTILE wpj ///x//�//�//�//// \ VA VA 9.9" 34.0" 3 of NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER (251 mm) (864 mm) ' w 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS SECTION B-B = m a 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS a a 0 oQ jjaj � J NOMINAL CHAMBER SPECIFICATIONS z w SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) 2 w W CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m') ® w o o zoo MINIMUM INSTALLED STORAGE' 31.0 CUBIC FEET (0.88 m') o w w � WEIGHT 35.0 lbs. (16.8 kg) 3 w o 3 N wa 'ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS y 2C T U 5 ILL ° m O Z a M J _ N w o A A L no aa so �� o i m ww tt U m Wa O o 0 O °? Z ' 3 N J w Z O U 1 ? o m a Q o° p� B C wa pW OH > Q PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" � o z m PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" Z v ° � PRE CORED END CAPS END WITH "PC" ¢ _ M i w O Zo Do - ow O J w Z—U, m aw � = m z wo �Fn ti aw 3 out p y K w a� w zm > w= m� LL a a O ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT J w �m 1-888-892-2694. a 00 a �w FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). mill RELEASED FOR CONSTRUCTION BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. SHEET Subject to compliance with all regulations of State and local Codes NOTE: ALL DIMENSIONS ARE NOMINAL OF City of Camel ��;, Gs DATE: 04/03/19 PART # STUB A B C SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm) --- SC310EPE06B / SC310EPE06BPC --- 0.5" (13 mm) SC310EPE08T / SC310EPE08TPC g�� (200 mm) 11.9" (302 mm) 3.5" (89 mm) --- SC310EPE08B / SC310EPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm) --- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm) Q 0 � N J NYLOPLAST DRAIN BASIN < o NTS U) U Z Y o INTEGRATED DUCTILE IRON Z Z a w FRAME &GRATE/SOLID TO LLJ � W = m MATCH BASIN O.D. O � 0 U o 00 r` 18" (457 mm) U ( a MIN WIDTH UJ � o_ Z U) 3 AASHTO H-20 CONCRETE SLAB H 8" (203 mm) MIN THICKNESS ULI w L 3 12" (610 mm) MIN TRAFFIC LOADS: CONCRETE DIMENSIONS 0 a (FOR AASHTO H-20) ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR w INVERT ACCORDING TO LOCAL SOIL CONDITIONS, TRAFFIC z W PLANS/TAKE OFF LOADING & OTHER APPLICABLE DESIGN w i FACTORS o am WO ADAPTER ANGLES VARIABLE 00- 3600 = w W ACCORDING TO PLANS m ~ U G =' r0 VARIABLE SUMP DEPTH w of $ ACCORDING TO PLANS a VARIOUS TYPES OF INLET AND < [6" (152 mm) MIN ON 8-24" (200-600 mm), z o OUTLET ADAPTERS AVAILABLE: 10" (254 mm) MIN ON 30" (750 mm)] W 5 4-30" (100-750 mm) FOR w' te CORRUGATED HDPE Q m 4" (102 mm) MIN ON 8-24" (200-600 mm) u w C6 6" (152 mm) MIN ON 30" (750 mm) rc as \G � w w j� im WATERTIGHT JOINT I I It I (CORRUGATED HDPE SHOWN) BACKFILL MATERIAL BELOW AND TO SIDES i OF STRUCTURE SHALL BE ASTM D2321 r Z w CLASS I OR II CRUSHED STONE OR GRAVEL a e r rZoo AND BE PLACED UNIFORMLY IN 12" (305 mm) z a C M A w a LIFTS AND COMPACTED TO MIN OF 90% 00 " a- " 00 o > C n o la Z xx m a M 2 Q F 0 M LO LL LL m OW a O� NOTES pm a wo on 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 on GRADE 70-50-05WW ®o W a 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 on 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILSmi— ^� 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 < FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC o of W 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WW.NYLOPLAST-US.COM WEL OW 6. TO ORDER CALL: 800-821-6710 o i- o m &Q -J N dx J O Z F CO M O w Z� zo _ m �Z W 0 Zo o - F ow Q w O J w Z-0, m aw 7 = m Z wo Fn ti aw 3 w 0 N f a_ w zm i w S mi— LL < ao z i O ZZ J O K Z 0 0 a On iw RELEASED FOR CONSTRUCTION SHEET Subject to compliance with all regulations of State and Local Codes OF City of Camel ��;, Gs DATE: 04/03/19 A PART # GRATE/SOLID COVER OPTIONS 8 2808AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY (200 mm) DUTY DUTY 10" 2810AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY (250 mm) DUTY DUTY 12 PEDESTRIAN STANDARD AASHTO SOLID (300 mm) 2812AG AASHTO H-10 H-20 AASHTO H-20 15" PEDESTRIAN STANDARD AASHTO SOLID (375 mm) 2815AG AASHTO H-10 H-20 AASHTO H-20 18" 2818AG PEDESTRIAN STANDARD AASHTO SOLID (450 mm) AASHTO H-10 H-20 AASHTO H-20 24" PEDESTRIAN STANDARD AASHTO SOLID (600 mm) 2824AG AASHTO H-10 H-20 AASHTO H-20 30" PEDESTRIAN STANDARD AASHTO SOLID (750 mm) 2830AG AASHTO H-20 H-20 AASHTO H-20 EARTH11era 1. SCOPE OF WORT( A EMmt: Be work required under this section consists of all excavating, filling rough Fading and related items necescery to complete Me wed ndicated an Be drowigs and descrned in the specifications. Be Contractor wool notify In writing the owners and the Engineer of any changes, enders a onions fund an the plans IX in the field before wdsk is started or renewed. 1. In general, the items at work to be performed under His section shall colors: clearing and grubbing, removal of tress and stumps where r uirer Mention of trees P ( q ). p to remain shopping and sowoft se st campoctan rough Fading of t'ne site. 2. Excavates malsa UM is suitable may be used for His, All unsuitable materiel and of surplus exmwtea material not required wool be removed from He site. The location of dump and Imgth of haul shall be Be Cmbaclor's MWWS%iaity. 3. Provide and place my additional fill malrid from off the site as may be panel to prosswe the grades occurred. Fill obtained ham off site shill be of kind and quality a specified fie his herein q y and Be source approved by Be Dena. 4. The Contractor Mall accept the site as he finds it and dal remove all trash, rubbish and came own the site prior to staffing excomlian. B. Work not included: Be following items of related work are smecified and included in other sections of Ueee smecifimtime: 1. Exemption, grading and Soakfill'mg fa ally Ins 2 Storm manage systems 3. Sanitary see systems 4. Streets and pavng 5. Warder supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other other refsenre ports; If desidrbed or destroyed, Contractor Moll contact mginar. Replacement wool be M Cmtractar's expence. 3. REMOVAL N PRICES A. Remove all Sees and sax Down am to be ocwpiad by rind and surfnced argon. Renowl at Van Outside these wens shall may be none as noted an borings or approved by the MAW. B. All brush, Mumps, wood and other reuse own He tows mall be removed to di ad areas oft of the site Di Tool b burning shill not be permitted unless propermits are Ahmed (where applicable). The IowWn�wn EM JSIIplWlnan;aif IAS A. General Pmtecmm: The Contractor Adl be responsible for He protection of topstrunks and roots of existing trees on the poid site Mat are to remain. Existing trees subject to mstdim damage shall be boxed, forced an otherwise protected before any work is started; ed not stockpile within brand spend. Remove InlMering branches without iI to tanks and cow ware with tree paint 5. HANDUNG OF TOPSGL A. Remove all oryanic material ham the areas to be occupied by builifl gs, wads, walks and parking Irma Pie and stare hoped at a location where it will not interfere with corestuctim operations. Tcgsod shall be reasonably tee from School, deans wells, grass, don, etc.. K After completion of site grading and subsurface utility installatian, tap soil mall be replaced in brew computed an the erosion control plan far seeding and/or aA. Any remaining lap%d wool be used for finishm grading ground stucturn and lowsc in rms. W 9 a 6. )SPOSnON 6 UDUFES A. Rules and regulations person; Be respective utilities pool be Mserwd in executing all wed under this cedar. B. If active utilities ore encountered but not mown mown an the drawings, the Engineer shall be Mvittn before work is continued. G Income and abandoned Adds encountered in excavating art grading operations shall be reported to the Engines. The shall be removed D 9 suggest gd�reded by the UlByompany a capped I It shall be He responsmilily of each conmracrar to verify all existing dillies and coneftins pertaining to his One of the wool. It shall so be the contwctms responsibility to contact the owners of the wdms utilities before were is amid. 7. 97 GRADING: 6. EARTH WDRK BALANCE A Be Contractor shall confirm all arihsark quantities Ends to staff of construction. If on excwa or shortage of earth is encmnrred, the Cantwcra Ad confirm with the Owner and Engineer Be approval M stockpiling, removal or Impeding of earth. B. All ad umc enb to the grades may be required f earth balances Mom minor excess material a shoRo es as mcountered. It is recognized by the pestles hereto Mat the mlmlatims of the Me Engineer In detraining Altai quantities wadi be accomplished in accordmce with the American Society of Civil Engineers Standards for each calculations. Further, that these calculations am abject to Me interprehtions of mil beings as Be physical limits of the various soil types. the allowable wrklion in finish grade and warmonger permitted the contractor, and that all of these of actual emthinsr matrds to complete Me proarameters macause either 0 excess an fit If such an actud minor execs or shMage of materiels pars, the contractor coal carted the Engineer to detworne if adpstmert can be made to owed Be imbalance of earth. 9. TESTING A. CmUaMor and fine at Contractors expmce an icorporal %e lead service to assure sol compaction with scone M testing to be approved by Engineer. Copies of lest results dodl be submitted to the Engineer. SANITARY SEWER SYSTEMS •5E Tral / C T.R.W.D. STANDARDS" A. Codes: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project arm to grade as shown an the mawings. B. Rough Gratlhg: the ldronce for all areas shall not exceed 0.10 feet plus or minus chow the established subgrade. At other mess mall not excead sum feet plus or minus He established grade. All banks and other breaks F Grade shall be rounded at lap and bottom. C. Comadmi Requirements 1. All areas under building pope and pal wens shill be compacted to 100% standard proctor dendly. 2. At other fill areas shall be cmpacted to 901C standard poctor density. 3. NI arms where cut is necessary to must Me design sib -grade are required to be parified 12 hones below wb-grass and mest the Are compaction manumments. RELEASED FOR CONSTRUCTION Subject to compliance with all regulalions of state and I anal Fraud City of Carl �VT�1�DwuAWML_ DATE: \ 04/03/19 STORM SEWER SYSTEMS I. SCUPS N M)RK The wale under His section includes of storm sewers, rimn water inlet, and related items including excurmfing and badfilling, necessary to complete Me work shown an the mowings All work and materials shall mat Imo AKificatims. 2. MATERIALS A. diem Sews 1. Reinforced concrete xwr pipe shall canfarm to An C-76 latest resew, with pints conforming to An C-4l3 latest redsian Am slam pole is Beaten within Food right-of-way. 2 Aluminized type 2 msugetted sled p'ppa shall be manufactured in accordance with AASHTO N36 (type I with 2 2/3• x 1/2• carugalims for IP" and 15v divnelas; type IR with 3/4' x 3/4N x J 1/2m cmugotions far 18m diameter and larger). The shall a be fahum formed an aluminized p ed stedD type 2 col that conforms to AASHTO M2I4. Be minimum gage Hansen of the pipe shall be as happens Dim Gave tY - Win 16 420 - 41• 14 W - B47 12 I Hi dmdt d U ens a shall perform 9h P p Type to latest nova M252 me M2he Type S specificotan, latest raviom and shill haw material spedfc imms indoor. to AnDI2/6 a w35o, latest revision. B. Manholes 1. Prpast reinforced concrete mmhde sections and steps shall conform to An C-478 latest 2 Casting shill be of uniform quality, tee from blow hoes, porosity, had spots shrima9 a diMedion or other defects. The shall be mnmH and well cleaned ve shed -blasts orb some offer of p method They sfial r e coated with fir coo paint which wool result in a smooth coating, death and tenacious whm cold, not lady anbrN a Bey shall be gray iran meeting An A-43 latest revision. 3. .beds - panhde sections shall be jointed with rubber fps gaskets Be rubber type gaskets shall meet An C-43 latest weaker Man mmhde and stann pipe are cantinumdy in water. 4. Shop Oral - Contractor to mbmR Stain Sewer structure precast drawngs to mginar fin approwl prior to installation. C. SUBDRAINS 1. PerforMed plastic pipe subdrans shall comfmn to An F-405, AASHM M-252 (V to 10 ppe). 3. APPUCATICN A. Fannie and Cones -The idoor of His section of the stadfic roans is that the contradas bid an the work covered herein Adi be based upon the drmings and mecifcatorm but UM me work Moll comply with all applicable codes and regulations as amended by my woiwrs. Contractor shall Amish all binds necessary to get permits fin cuts antl commands to existing movers Contractor Moll notify me local goveming priedictlon a min m of 72 more prior to the commmnment of Am mwr emstNetlm. B. Local Standards - Be tan 'Lacd Standards' as used harem mews the standards of design and construction of Be respective municipal department or ulglty compony C. Exnthg Improvements - Maintain in operating cmditim all dome uffitied, owners and othe Mains enc%nlere l in Be sewer installation. Repair to the mlisfction M the oar my damage to wilting aMiw mprmanmis D. Wokmanmip - To confmn to all locd, some and notimd cotlw and to be approved by ON Ill and state species holding pdmctim. E. Final - Lay all pipe in open Incomes, except when Be toed authority gives written permission the dy with Occupational Safety and on Slmdmtls Keep henmes the construction is in progress. Arm lay pipe or appurtenances Conduct the discharge ham to rains or natural drainage F. Spal Supports - Whenever in the opinion of the Engineer the and at v below the pipe grade is unsuitable fin supporting sewers and appurtmancw specified in this sectiw such special support, in atltlilian to Has Am or specified, shall be maided as the Engineer may direct, and the contract will be adpsted. G. Bldfillmg - for a depth of of Iecd 12 Inches Wow the tap of the pipe, backing wiH earth or frocular material he hen large stone rod fragments, roots or sod. Tamp this backfill thromu ly taking care not to firms Me pipe. For the remaining bench depth, awful with earth or granular material containing stares or rods not larpor thin 4 inches Sol under and within 5' of meal grew shall he groom material only and moll conform to lad standards - ihoraughly compacted by approved methods. H. III Inverts - Construct mmhde flow channels of concrete ewer pipe or brick, smoothly fnimed and of semicircular section conforming to the inside diameter of the connecting sewers. Make changes in size an grade Gradually and changesin dxectian by true career Provide sum cai far all cmnectin9 conclude.ewers of eachconclude.. I. Scabbards - All subdrains wall be of Be size Mown on the plans and Mal be constructed to the grades mom. All Mains cmntruded oft -eke Is part of the must dron All be located as shown. J. uHities - It shall be the responsibility of each contractor to verily all existing utilities and conditions pMoining to his phase of the wok. It shall An be Me crentwetors responsibility to control the omens of He wrims utilities before work is started The contractor shall notify in writing the owners or the engines of any chngers, errors or mnissbns found an these plans or in the fidd before wok is started or reveined. STREETS AND PAVING I. SCOPE 6 WORK A. Be work required under this seem includes all concrete and bituminous paving and related Items rencencry to complete the wink indicated an beanga and desmbetl in Be specif atims including but not limited to: NI streets, poking areas in contract limits Sidewalks and concrete dabs, extends steps 2. MATERIALS i) Prior to beginning woowtim and embankment whoutims ill necessary clearing, grubbing, scalping and tapsok stopping A Concrete - Concrete shall be readrinixed concrete and subsequent hadfilling for removed items within the all risks limits shall be performed in accordance with Rdbn and shall be a mix of proportioned fine and coarx 201.03 and 201.04 of the Standard Specifications. NI mind, Mgdel mots, stumps, tIA1e and dentedous materld wool aggregates with Portland cement and water. be cmpleldy removed within the finds of Be slope slakes. Minimum anent content shall be 6 bags per cubic ii) Evaporation Ertl of camels and maximum water cmtml shill be 5.5 U.S. gems gar sad cem Including 1 After excavation rations, al an and edin material that does not readily compact shall be removed mom within O qu sp 9Y N 9 Y P r n we Be aggregate. Slump fie normal xekfl commute u the dope slake limits and the resulting vain AMI be feN1ed with suitable malrid and companies! in accordance with Section 9 p c vets w be o of 4 moms and I 2w of the Sounders wit minimum . the d of 2 !man. The dump of machine plow Me pronounced depreaicte within the daps stake Units reaping one escowtion operations shill be reMletl with depressions attests shill be no lam Uar lest C nor o I suitable suitable material and compacted in accedance with Salim 2w of the Standard Spxifiantione. male thine Fo Standen lest C-143 dip) Embmkmmis me Compromise Ad1 to used to measure dump. Canbe 4,50 aben U of concrete of 2B tlI shill be 45W si. NIN g P ( ) 1 Embakments shall be constructed a accordance with Section 203 of the Startled ificomns. Spec All exisiar canaMa shall haw air entrainment of 2 tl yielding t Ihll tlm not rxtli compact shall be removed from vMin Bedes toe limits O %ongy on yie g material y compl pies prior 7% b whims Y p Pam9 Abe C-26U k I3 embankment erotlons m P deliared concrete 11 not be closed. Convete shill m er n Commands Adl c (3) My pronounced deprwsiins within the dope stake f its revelling esker nearing, grubbing, vealping and lateral romowl be compared of. P moll be refilled with Scilable material and Compacted in acodace with Sedim 203 of the Standard Specifications prior to cement - Cmfmnin9 to ASIM C-150, 1. PortlandType m Type IA a ipe II1A embankment operations, (!) to the construction any embankment, the original groom surface within203 the limits of the Owestakes shall be s exceed and the upper 6-inches shill be compacted in accordance with Section added! of the Standard Specificatiins. a mfi 2 Aggregates: Conforming to ASIM C-33 and shall prompted pre (6) Embankments shill be shaped will droned prevent andsiam. me tl co depth, n (6) Loose cepth of each embankment lift, final compacted depth, compaction urethan and ampxtion requirements shill be 3.in Woteram - Shill be dear inn cop man n accordance with Section 203 0( the Standard Specifications. infamous amounts of else acids, dkdis Submarine C) Soil Subgrodes orgmk mderiaa or other delelensus substances. i) shill be Installed of constructed in amwemce with Section inn Section 2(B) of pricy dim nacumme to be d All aft f outlines ant me only after the installation of all oldies. and subsurface Mains indicated Base on the approved approved B. W Wine Where required ion be in located under the l completed. Trench badMlin work of Ueee iesttllarians shill be in acooremce with Me City g y rmenc s concrete renfacemml dial conhrm to An AIRS fw60 arch se ro of Camel Trench Badfilling epecificanane. al ne ii Be summers shall be shaped to the required! race and sehme free hen all cute coca a other Irregularities. : grq g '' C personal Joint PTr - Shall be 51 arm -extrudng fps meeting I14 D-544 except that in Be sub me shall be uniform) prepared, own ion and a wed in Iccoronce with Sedima 207.02 20].w and P eP pP d premmldeo pint Eller used In concrete wok Sped ono ems 207.04 of the Standar f ti construction may be either arm -extruding an N) Subgroups Mall be insmdm and approved by the Engineer before any aggregate bone or concrete curer me constructed, re T art A proohdl Mall be conductd in accordance with Sudan 203.26 of the standard Specifications. Undemocratic areas Moll be connectedEngineer before the plmomenl of my Aggregate Bose a concrete curbing. to the onllofathe 0. Bituminous Frequent Materials - NI matenrnmoud5 he gi ee v) At the dose ai the Engineer, subgrade the has oo pawed lit but remoras as fa a Pero aco proposed M the constrvMiff of bsiders De movements wool comply ores Be Insiders O,mtrnml days crate oily s object a rain of R cAlmdar &p prig to plldng Aggregate Bee a concrete curbing w is subject to A mxScwble min event prier to f Transportation apxificotime, per tort placing Aggregate Base or compete writing, and be subject to adtlitimd proof rills prior to placement of Be Aggregate revis Bows or mncrele writing. 3) Aggregate Bases E Conducted Aggregate Subbase: Shall be ca Cenxd Mine an awl. Crushed wed shot be A 0 9 i) This work mill consist of placing a compacted Aggryale Ban an a prepared mi %bgrane in xwnance wiH Section I) minimum f 35% vaned material. Chit *of be IOS.w of the Standard Specifications.limited to a minimum of of the total. . shol be has from an excessas of fat, d tad ii) Aggregate Ban mam materials Ad be in crndim ance wiH Se301.02 of fine StmdSpecifcorians thinly pixie; d, son a unions; ill) The Aggregate Ban matriol shall be Aroinetl hen a Crmified Aggregate Producer in accordance with Section 9O of Be and Moll be her from fragments with dirt all be w tl one. all graded Caryacrm aggregate Mall be graded as fallow: den as iv) BeThe Aggregate Bow material Moll be handed and Wnspedetl to, and an He waN site in o meaner Hot mFm¢es ii) Aggregate SEW SIZE %PASSING April and moisture lose. v) Aggregate Botts Moll be constructed an approved sail subgradw and to thicknesses equal a greater firm these indicate! 1-1/2' too m the approved catwcDm documents. 1. III B) Temperature and Sewmal umitations 3/Z, 55 9w0 ') Be Aggregate Ban Moll be placed In acomaHeadphone with the temperature dphone of Section 301.04 of Me standard yecmaatioma. p 35-610 25-50 p) Frozen material shall not be placed. IUD 12-M i7 Aggregate Bans must be placed and pass proof Of prior to November 30 h order to dim paving in accordance with 1200 5-10 Seddon 4C(iv) of Uis Pdlcy. C) preparration 1) Be prepared all subgrade cod be tree ham objectionable or foreign materials M the time of placement. 3. APPICAMIN in a II) Be subgrade Mall be Scbjed to additional Droll rills n oocardance wiU Section 203.26 of the Standard Specifications wood A. Grading - Do my necessary grading in addition to pat pip to placing the Aggregate Be" an the Scbgrode in commands with Section 2C(v) of this pricy. Unacceptable arms Mat Wanted in accordance with Earthwork shall be connected to the satisfaction of the Engineer before my Aggregate Bme is placed Smtian, to bring subgrades, one fnd D) Spreading and Enishing compaction, to the required gather and sections i) Be Aggregate Ban shall be Weed in occanance with Section 301.05 of the Standard Spenificadons. for site improvement. ii) Be Aggregate Ban shall be compacted in acceptance with Section ML05 of the Standard Specifiations. B. Reparation of Subgrade - Remove spongy and ill) Concrete Such shall be placed over the Aggregate Base within 14 calendar dap. Aggregate Bases that lay expend for a oUerrise unsuitable material and replace wiH period of time greater Man 14 calendar days or experience a measurable rain event prior to the placement of concrete curb stable material. No traffic will be allowed an shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional gram falls may prepmed subgrade poor to poring. be required. 4) Concrete Curb C. Compaction of Subgrade -The find 12 nches balm A) Cmad Be subgrade Act be compacted to at least 100% of the mmhum any density as determined by the i) This work shall consist of placing concrete curing an prepared sail moral or Aggregate Brain in accordance with proddons of AASHTO T-99. Witter Mall be Section 105.03 of the Standard Specifications. preymted fan standing an the compacted subgrade. H) Concede ear Moll be constructed an prepared soli subgwdes or Aggregate Bases to the dimensional standards of the applicable City of Cwmd Standard Double or in accordance with the curing details of the approved construction documents. D. Carpaden Aggregate Subbase -the thickness sham iii) Materials used in the production of the concrete for the curing mill be in accordance with section 605.02 of the an the drawings is Me minimum thickness of the Standard Specification. High early strength admixtures may be utilized but Adl not be considered in wail my ally compacted mbban. Compaction mill be by rolling with a omooth wheeled occotot" requirements of this policy. Freeze protection admixtures Mall not be ullllzed under any circumstanom weighing si ems Comport to 95% weighing B iv) Equipment utilized far concrete curbing im maintain wed, including but not limited to prock ion, hauling/delivery piping, stafiller density (walls d pincurhq, finishing and miscellaneous/andlary mtidty mall be In aceordonce with Sedim 508 of Ue cuts, at Along s, rim and walls and III placed curs, demand and Standard Specifications. Standard re not c the Be aggregate not oxenall to the rdl s.with y) toproduction, mill be in accordance with Section 502.10 the Specif production, mixing and haulingcated mall tamped with mphmkal tampers plete in Insulation an o Ing of the canaeme curing indented an the approved construction eocummb mall be completer In the scone the a a with approved hand tampers orwith ed poring seasan povn9 season. E. Bituminous comment - Hot asphalt canmete B) Reparation pavement shall be as specified in Section 400-410 i) The soil subgrade or Aggregate Ban mall be subject to additional pool role in moadance with Section 203.26 of the of the Indiana Department of Transportation pStandard pia to placing Be HMA course in aaweer a with Section 2C(v) and 3D(iii) of His Ddicy. diet reddens Paring will not virusi o l be Unacceptable ment mill be the Engineer before col of any concrete mrhg to the nrie(or be permitted rheg mbleweather a xfien be permuted of the re plane ii) All displacement a Mfg of the soil subgrade a Aggregate Base Aak be repaint pow to placing concrete acing. Aggregate of in Me temperatureftheIM not In compliance with section C Weather and Seasonal Umitations ) 4m.w of the INDOT Specifications. i) wring ma11 only placed in accordance with the with Suction s0211 d Be slander Space ent F. Utility Structures - Cheri for correct needed t pamen that emet operations shall the a is And hall be Moll not begin until the ambient o shall of ill mmhde cows, wow boxes and Arm a nfin am d is WE w. Arm the ambient dmmerahre is dexmbng ontl is 50'F ar a des discretion the discretion of the Enginar, concrete of t e Engineer. re Insured within peas be paved, and an*% may be pled may be placed o aro dompwh1 Aare Ewdded that pllcemmt, paling, fishing and casting law than ce at placement, pe make. w haw made. any necessdsy, adpsimente in an hoe of the operations cinfwm to Sections 50211 and 70211 of the Standard Specifications. Sad a such sbuctur, ii) No mixture Mall beplaced in a frozen subgrade ac Aggregate Batt. C. poring Cancrete ill) to Mall cmcrde curb be piped between 15 and sped 30. no cirman aDecember If a s lowed cur is iv) If a sail subgrade or A Ow is placed and Aggregate Ban over which c by the City pip to plber 1. Shall canfmn to Ue Cil M Carmel corn dic . Y 9 P Y s ec t thevw the accrete cur ell be allowed up to December 15, prodded that the ombient and sail 3Q apparent 1 magmas regameof subgmde or Aggregate Be" surface temperature complies with the requirements of Section 4C(i) of this poled and the H. Concrete Cur paving contractor pay b the nMces of a ON time construction inpptor and wfio mill eat as an authorized agent of the City a cmma CONCRETE CURD POLICY Enginar. Be Engineer shall shed the construction inspector. December 13, 2006 General A) Be wed subject to the requirements of this policy shall mdude the production, hauling/delivery, wcavation for, placing, instdlatim, joining, curing, fidiming, and other work necessary to prepare founabtlms and soil subgrad, install aggregate bases and install concrete coming within propMy within the corporate limits of the City of Conrad and noted or proposed right-of-way. B) This policy shall be the basis far acceptance of Me work by the City. Failure to Adhere to the requirunmU of this pricy may result in nor-acconstrunce of the wad or other renediw mtlhed in this policy. C) Workmanship, materials and quality of Me wed completed wool cmfarm to the 2006 Standard Specificatima of Be Indiana Department of Transpmodurn (heremafer refered to m Standard Specifications), except where dedafims me allowed or specifea hereIn, or variances we granted. D) Where the minimum standards of any other guardrail Agency hating concurrent pfisdidion exceed Men standards, the higher rimdzrds Aoll apply QI E) f any plan an note a apecificoliin on the Approved construction docudocumentsexceeds Me minimum standards of this poppy, the the high small shill apply. F) Nothing contained herein wool be mnerruetl w pis fair s the tl far and crostrvction of improvements meeting higher standards, nor m approv d by petitions to app with cos growing bodies for wrimces Iva Iltenotiws which cm be supported by advances in teabndogy mtl me approved by hall agencies with cancunmt is of Secti G) All work shall comply with the requirements of Section 105.01 of Ha Stanford Specif tians H) For the purposes of this policy, mere the term Engineer is used In this poky and the Standard Specifications, it shill mein: i) The Camel City Engineer, staff of the Department of Engineering, other peannd employee by Be City of Conrad, an authorized Igeni that may be retained to represent the City of Carmel. ii) Be Humiltan County Highway Engneer, oaf of Be Hamilm County Highway Deportment, other persmnd employed by HomMan Canty, a authorized aof the that may be wish tool be pa HomMan Canty Highway, Standard Sp on the location of the work. J Authority of the Engines era Bethe work racll Contractor pie minim IO ark AI the Standard Spxineer tars. J) Prior to onmmmchg Ue wok, the ftnoteperforming me wink cool conppM the Engineer to schedule a pre -construction o cowling to renew the Engineers n crosWctiin ce to Me wo riaH notifcatian requirements required inspection fin certain stogie of the work and to renew the authority of the Engines as it relate to the wok. by UnderCity circumstances tme wok subject to Me standards eslabliAed by this Ddky commence without Ataining approved canstructim bawings by the City le Carmel Department of Engineer, th portions L) Al the sale f th etion t- the Engines, the portions of His palmy related to Inspections mtl testing of work %bjed to the rpzirenme of this pdiry outside of the right scan way coak be detecrehe carts to the prcporda ctim meting. N) Uknmoonal mtl other standards for offer Sur Awl ben accordance with the city of Carmtl Standard Details. N) Under no cie mcuts w shell horrid other than f the City Cement Concrete meeting the standards established by this poky be utilized to 0) Uhud no Circe curs within the coed type limits of the aly of Carmel. O) Under no circumstances shell extruded type %r be natdled within the copwoe Ibnila of He City of Camel. 2) Fmntlatim A) i) Tha ie work rk ahon mnalab or the emawMomance An of on Nnnmtian in BeShowed with Sxfm 1o5m M the Shnadse of H isaatiany. B) Be foundation a Meal be pemmea n docemnce wiH Sorption 6as.o3(I) of e smear yedf Itima and Be requirements d thin palmy. I) priorExcto ion and gmbon ment soon i) won er beginning monsoon Me O and embankment t meatier, all necessary claming, grubbing, eodping and Tops 1 stripping and Standard Lions. All fin renown Noma within Me dope aide limits shell be performed iaccordance compl with Sxlion 2m.w Beomits o of the slope stake Specifmtions. All topsail, wgetotim, woos, stumps, aAle and deleterlms matelot stroll be compleldy removed within e limits of the albpe staked REVISION RECORD DATE DESCRIPTION DES BY I APP v) If the meaimt and sail subgrade or Aggregate Batt Scdooe temperature complies with the requirements of SeMIin 4C(I) of Un pricy between April 1 and April 15, concrete curb Adi be closed to be placed on an Ambient soil subgrade an Aggregate Base provided that the paring contractor pay far Me service of a all time construction inspector and who And act as an mUorized agent of the Engineer. Be Engineer shall select the construction mini d) The Engineer rewsm the right to %wgmd all concrete curb placement opratims if, in the opinion of the Engineer, Mat prevailing weather mndiUons and/or the condition of the Subgraee and/or Be Aggregate Bruce may rewlt in %brimtlwtl concrete Sur placement, Sung and fniAIng I)) Plmomml ') Canwete cad Ad1 be pldoea in domrdann wiH sectian solos, 50212 and sos.a(c) and 6(5.oge) of Be Standard III W inva Founded Oder machines may be tt wed in ecto Me re with Section 60sU c Intl f Me h of Bestanmr ecifcatians Y K) K) SP Ee Forum that the equipment n Me re to the requirements of Salim SOB of the Standard Speciones. are. pip) Formwork shall removed with the requirements of axlion 16 and . Be of S Speciandard ations i) fans dial be remorea in accordance with Section 50216 and 60.5.04(b) of BeUe Standard Specifcotiona I) amen I) James anal monsoon ke Be r terwa s f 1 of Section s; me 6105.04(e) orIns of the Standard Specifications. mill be shall be inddlea a mcal s Me feet a Iwo 5-foot a Ives dung nts Joints s ed or rah ono sidewalks Aril be located M Be acme Imution as the pints in Me Idpning sidewalk. Joinh may be sowed a faded to a minimum depth of eel ex dip) Retained expansion pints Mall be placed at intervals of 50-het or less, at all castings the beginning and mtl of all curb returns, the and of each days work and sore abutting wasting construction. In addition to these renter expansion pints in Integrtl curb and sidewalks shill be located at the sane localas the expansion pints Inn Be Ue anpining sidewalk. F) FniAing and Curing i) The concrete curb Mal be finished and cured in accordance with Section 502.14, 50215, 504 and 6GSO4(f) of the Sunni Specificatlons III Poring compwnd Add be applied to all expand %oppose an d'q-famed concrete art. Far formed concrete culs, %ring command coal be applied to all expond surfaces excluding sides after my farms as handed. if) The concrete curb mall be slowed to acre for I minimum of 5-dap labor to commencing badfilling apreotims warrant to the concrete cubing. G) Swelling ') Be apace atlpcent to Me concrete curb shall be hnckNled in acceptance with Section 605.04(g) of Be standard Speculators only after the concrete curing is inpectM and Icceptei by the Engineer in Iccwdmce with Section 5 of His policy III Bockflling operation shall be completed prom to coming Be eel to regular construction traffic. 5) Inspections A) AD materials famished and inch part or detail of the work of be subject to tender per Scin 10.10 of the stmdaN Specifications fin Me purpose of weMAining Mat Me work is in subslontial confmmmce with Up poky and the Ipprowd construction documents B) Be Contractor shall notify the Engineer a minimum of 46-hears F arena of commencing my wok subject to Me standards established by this policy, C) Be Contractor shall schedule prosodic with the Engineer a minimum of 4 Ifioors In advance of such proohells. D The Contractor and Engineer will conduct an ins action of the new concrete curbing fa an dame including heroin 9 P 9 damage, 9 9 or Sadao cracks The inof mate and all necessary repairs nod be k may be prior to boakelex expense ofnM E) Sampling and testing of mammal, equipment or construction work may be requited at the expense of Ue Cmirada at Be d'eaetim of the Engineer far the Future of asperahing that Be work is In substantial cenfmnance with Uis pricy and ie approrea comtionnsbucian er. Sampling and testing ma!t wool !time to Be requnm eenas of Be Aapplicable nctianr of the Slmrd Specifs applicabll to Me e h the patian off He work suepeded to be arm -compliant w ire tliected by the Engross. e F) Nbse the Engineer determines that is necessary to confm compliance with standards of quality a thinness, concrete curb shall be cared and tested of the expense of me Contractor. Be average Midrange of the curb must equal a exceed the minimum aettnot b by the approved Age Me developers documents G) gati inspections shall not under construed to rdiew Sp developers mgi on b m e Engineer, n by way own look testing Agencies, and , Adi not mandrel undo their assume Specifically, expansion them by the Engineer, a by retained Im y a testing Agmciw, of not require Uen to wveme rents by thew fa the approved construction documents, cur s methods of con of the approved construction documents site. by the cinhbdas during cansirudbn, a for the meets and H) Work of UfS to1Im, nor t t safety re U< pB site. H) mer nmfien do not meal He requirements of this pmat m meapproved omsbudian enments, unacceptable wok, whether BeUre%Ii of pace workmanship, use of defective materials, damage through and reduced or any other cause (antl to exist prop to the Had acceptance of the work, mall be removed immetliamdy and replaced in an acoeptable mmnx at Be Contractors comply. I) If Be Canbaclw foie to comply a warkH with any led mode under and Ewvieiana of this subsection, the work to be ell here m; anly o cwtt unacceptable ho warn y a remedied w removed Intl replaced; to cease unauthanzm wink to be rumored; and pp deduct the coals hen any mantes we or er become due. re Work dine contrary to radiophone a An Bei the Engineer Mall be Be Engi unaagtable and subject h immediate owl and replacement n accordance with e instructions prodded by Be Engineer. ) Acceptance A) Before acceptance t Me cancels ear, the Engineer Mal rove if caramel documemis me in substantial compliance Hh this pricy (may, fie rays dmcw grated) and the approved inconfdocuments. B) Be Engineer may, a his sale demanded, three eeaccept Arm wok that is not F cestarmance with this pricy provided UM the work is beaded far a period greats than Urus years Be Engineer wool establish the extended banding requirement UTUDES 1. WATER A. At water mans Act be installed and tested n accordance with local standards and requirements. 2 GAS Gas mains shown in the plans me far information only. Be Lacd Bids utilityis responsible for final design and bertallation of new mains p 9 9m 3 OTHER UTITIEs Becbic, Telephone, and CAN Ines Am in Me Elam me far information poly Be III utility companies are consu ble far find design and Installation of their rescue ulolty line. I. Concede Woks and Exterior Steps 4. mENTlncwnaN / LDcnnox 1. fill- Provide 1/4 enper co ne in oalk cape. MilA e peMenh dpw at wat w s and 'name 7umtiifmliin Tape' and 'Location Were' over Be intersections es necessary to provide proper cmtmine of buried utilities meta cag drainage. 2. Dimensions - Walks and steps shall be we A. Identification Tape course construction and of widths and demo; 1. Ines Porthylme with minimum thickness of 4-mils and mall haw Ann an Me drawings. 9 a 1-ml thin mmdlk had care. Tape width coal be a minimum of D text stroll be 3-inabw and o maximum of 6-inches. land 3. Mise Swed concrete and trBwd with a Buried Below. and Aappr repeat itself once 'Cmlim Caution - Amid sled bard to a hard dense surface after t wind every 2 fat, (a Be mine pipe length. Ireldl approximately 2 (at surfce water hoe disappeared °pp Apply medium broom aced and scribe tooted 'pints at 5 brow final grade over ceniMine of pipe. hat spacing. provide 1/7 aon pnu 2. •Tina Tape' a manufactured by Reef Industries no, H%Sim, H4 d at intersect. ontl I eiof a approved equal, Q f n pIn s. spacing of 46 fust bebeen expansion phh. pa a B. Location Were J. Curing Carol - Except as otherwise specifed, 1. Loolim wire shall be a 12 gauge insulated, said copper were. acre ill cmvete by one of the methods described in Section SIP of Me Indus Department of The Are shall be contiguous with no fabricated or find constructed! Transportation Speafcatims, latest review. connections interrupting the wires continuity ham And to end al pipe. K. Finish Plvoment Grade -The fall fie posed one 2. Location were shall be Install no greater to 6-inches in height mill not exceed 1/2-nab t hen finished grade as Aam an show the lop of He buried pipe. Me design per. Under no cnanrehncns At 'bird boos hoping 1/hinab of atamwder be accepted by Be engineer/oar and contractor of be required to repair/replan/upaw the arm at no additional part to owner. PER INDOT SPECIRCATION SECTION 215-•CHEMICAL MOCIFICATICN 6 Mi 215.01 - DESCRIPTION IRIS WORK SHALL C0499 OF TILE MCCIBCABCN N SCAS BY UNIFMLY MINING DRY PDRTIAND MOT, FLY ASH, INE, CR A CGIBINATON N WE MATERIALS Marl mIL TO AID IN ACHIEVING ILK W)RKABITY 6 SCIIS HAVING AN E%fESSIK MOISTURE CDNTENT. 215.02 - MATERIALS 215sm - TESTING AND MIX DESIGN M04 - STORAGE AND HANDING 215.05 - WEATHER HIITARCNS 215.06 - PREPARATION OF SOILS 215.07 - SPREADING OF CHEMICAL MWAFRS 215.00 - MIMING 2MM - C0APACM4 2MAD - MEASUREMENT 215.11 - BASIS OF PAYMENT SECTICI4 913 2SK L TREATMENT MARRALS': 91101 - WATER 913J02 - CALCIUM CHLORIDE maw - mum PHLDMDE MIN - UME c.; EL 1 '^ Vl 0 al cD Ur~� O � z�j O v n,� N `ono 0 �! l0 r4 �x Olt O _ �o N U //�^ Wo_O U cue GO m O J3v� ;O � U a �Ki� �wJWWp`GLE/S G `S ��• ���15tEgFo•�(nP - � • No _ PE1D403858 : iL .a ;• STATE OF � � �wwI4A ,S/ONAL E,, /JAIIIk111W DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE. 10 26 18 V< I^W sal Wy N W /</�� ^<^ ~/ W zp � rr�l� M N�� I w C)rnU ti //p�ry Fit � v< � rwJ vL/ �1 PROJECT NUMBER VV AX.00 T DRAWING NUMBER C11.0 SHEET 240E 27 \ urvo At species Nabs NI•Petiaa,Plone m by m°fcoranume tN.,mtore ar EY IM1¢ UNm 33-08 INNOVATIVE LANDSCAPE DESIGN \ASAPPROI'RD A�TNR / of a¢ryand wry R V / �p b. - of t For str •m re), ar me arner(s) « n ] rare•o-y D of the ¢ ¢ttt IM1e s ,« «O APPROVED VARIANCES \ \ • la Mont Motorola u1 than one year f me a se.«.mtee° y t e Palaa of no man on. year them anal «e,vmna by me an.hs) OWNER: 1) NATIVE TREES 2) ASYMMETRICAL OR CURVILINEAR FOUNDATION PLANTING AREAS. \ / \ild a re or a r,ac^smmnae of D.a«(:). t n of FROZEN CUSTARD & STEAKBURGERS DOCKET NUMBERS: 18100003 V 1810000E V \ \ j r �: .. pound o or to or a' ATTN: B EPPERSON GREENBELT T 1) MINIMUM 30' WIDE GREENBELT REQUIRED ALONG CPY°lG1RMH. \ \ \ IFnowxmats below. Call before you dig. t Contractor that ewe (316) 17-8 (316) 6P—B880 U.S. 421 REQUIRED, 19' WIDTH GRANTED. PORATRY fma1N \ \ \ I gent y h to m nn°t ENGINEER: CONTRACTOR NOTE 2) DRIVE-THRU LOCATION AT REAR OF TRACT REQUIRED, SIDE OF BUILDING GRANTED. NORTH $�/2019 DBfBD Min "a° t° qML SITE GROUP, INC. zo 0 10 20 — — 1.. tried are to 160 WEST CARMEL DRIVE NO EARTH DISTURBING ACTIVITY MAY COMMENCE \ \ r n SUITE 240 CARMEL, INDIANA 46032 WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. his \ t _, (317) 810-1677 ( IN FEET ) I v `N SURVEYOR: 1 inch = 20 ft. v v / / I I In,;,.R PI t species �1 o., CENTRAL STATES CONSULRNG, L-C. ) ( I \ \ I' ^ area, fire pri 1 23—8 NORTH GREEN STREET / i INTERIOR PARKING LOT LANDSCAPING Art I q pro is to be notified I. , u a BROWHSBURG, INDIANA 46112 I 0er NI PI of possible oteral e«1ers subject t - (317) 694-4164 / / / �e P Amt tFryn P t' �^ / TOTAL PARKING SPACES = 67 \ i feP' •"'e" `I ARCHITECT; / \ // I / ONE(1)SHADE TREE FIVE (5)SHRUBS REQUIRED FOR \ / m I ta�Gr WINTER ARCHITECTS I ! I ( EVERY TEN (10) PARKING SPACES. \ / A eel ylat I, here a or a ATTN' RODGER BAKER 102E EAST tat STREET ae / \ t C3 AICHITA, KS 67214 I \ / I \ TREES PROVIDED / REQUIRED = 7 / 7 \ — _ raie.ATON mnm houat Is R6jacli To SUPPLY WATER (316) 267-6224 I \ / \ SHRUBS PROVIDED / REQUIRED = 38 / 34 IE1rA PIT, SERWQ TAPS AT eject ANN. AND ALL N PoonflAN(TS Kai W TIE WATER 4ANLE PRONDnI. /� \ I \ \ \ Zelkova serrata'Green Vase' -Japanese Zelkova (Qty. 3) \ \ I of (Min. 2.5" Caliper 6" Above Ground & 8' Height) Liriodendron tulipifera - Tuliptree (Qty. 2) i \ i / / - . / (Min. 2.5" Caliper 6" Above Ground & 8' Height) — — \\\ Glenditsia triacanthos -Thornless Honey Locust (Qty. 2) 1 \ / \ — — — — — / / —�� , r \\ I I \ (Min. 2.5" Caliper 6" Above Ground & 8' Height) \ `\ ! 1 ZONING: B6 _ �� %\ \\\ \tea I // / V - . M. ,•• \ fl Physocarpus capitus Diablo Ninebark (Qty. 17) \ .r \ / / i .A •.' % \r I (Min. 18" Height) 55� in \ E \ � \ \ �/ / J. _ _ i ��� � .'t/. , \ I Q Viburnum rhytidophyllum Leatherleaf Viburnum '��, t+.. .:. F.' \ (Qty. 9) - (Min. 18" Height) \ f — - ' .E .' �• i V Boxus x Koreana'Green Velvet' Green Velvet \\vA, ._� Boxwood (Qty. 12) - (Min. 18" Height) illints`� r /1� VI �� FOUNDATION PLANTINGS \ \it\\ ! \ w all A,w` \ 1A\I/� SiSHRUBS PROVIDED = 35 00 ,•r„ �\vG ZONINp "' Myrica pennslyvanica Northern Bayberry (City. 6 \ / a, `\VO \ v M P Y Y ry ( Y• ) Vv \ � (Min. 18" Height) •%-r- N � � RQQ IG� \ o � Juniperus Chinesis'Kallays Compact' Kallay Pliitzer JUniper (Qty. 14)-(Min 18" Height) I �P,CiR \ 'a Boxus x Koreana'Green Velvet' Boxwood / "t "i gg5 ��„ - / \ (Qty. 6) - (Min. 18" Height) _. `'\\ \ • „ \ / O Spirea japonica'Shibon' Peppermint Stick Spirea F F (Qty. 9) - (Min. 18" Height) \ r }�„�_�.Tj\�\�,�, ♦♦i 4` AL. -11. II. IL II • ..• ••• • •i 1 trD ei. ,Z.',, `�, ♦ ♦♦ ♦ 'II II. IL II �\.1��,,, ♦\`♦ ♦♦ �1/s` II II. If II. • •- • c AA aglivikol on • •SHEII TC10.2 FOR ALL CITY OF CARMEL LANDSCAPING LE CONIFEROUS TREE PLANTING) • DECIDUOUS • I I 1 1 Subject to compliance w le all regulations an J V,.", City DF Camel �N;T\�1to,�pA�1 DATE: 04/03/19 REVISION RECORD DATE DESCRIPTION DES BY APP BY /04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG /17/19 REVISIONS PER URBAN FORESTER COMMENTS I FAG EAG I I JS 421 GREENBELT LANDSCAPING GREENBELT L.F. (MICHIGAN ROAD/US 421) = 213't THREE (3) SHADE TREES, ONE (1) ORNAMENTAL TREE, & 30 SHRUBS PER 100 LINEAR FEET SHADE TREES PROVIDED/REQUIRED as 7 / 7 ORNAMENTAL TREES PROVIDED/REQUIRED = 3 / 3 SHRUBS PROVIDED / REQUIRED = 64 / 64 Cercis canadensis - Eastern Redbud (Qty. 3) (Min. 1.5" Caliper 6" Above Ground & 6' Height) Zelkova serrata'Green Vase'- Japanese Zelkova (Qty. 4) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Liriodendron tulipifera - Tuliptree (Qty. 3) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Viburnum rhytidophyllum Leathedeaf(Qty. 10)-(Min. 18" Height) 41F Miscanthus sinensis'Gold Breeze' (Qty. 10) - (Min. 18" Height) Juniperus Chinesis'Kallays Compact' Kallay PfiDer (Qty. 10) - (Min. 18") Myrica pennslyvanica Northern Baybeny (Qty. 13)- (Min. 18" Height) O Spirea japonira'Shibori' Peppermint Stick (Qty. 10)- (Min. 18" Height) �C Bonus of Koreana'Green Velvet' Boxwood (Qty. I I ) - (Min. 18" Height) BUFFERYARD PLANTINGS NORTH PROPERTY LINE L.F. = 221'± BUFFERYARD TYPE'A' FOUR (4) SHADE TREES, ONE (1) ORNAMENTAL TREE & TEN (10) SHRUBS PER 100 LINEAR FEET. ORNAMENTAL TREES PROVIDED / REQUIRED as 3 / 3 SHADE TREES PROVIDED / REQUIRED = 9 / 9 SHRUBS PROVIDED / REQUIRED = 23 / 23 EAST PROPERTY LINE L.F. = 237'i BUFFERYARD TYPED' TEN (10) SHADE TREES, THREE (3) ORNAMENTAL TREES & FIFTEEN (25) SHRUBS PER 100 LINEAR FEET, ORNAMENTAL TREES PROVIDED / REQUIRED = 16 / 8 SHADE TREES PROVIDED / REQUIRED = 16 / 24 SHRUBS PROVIDED / REQUIRED as 60 / 60 SOUTH PROPERTY LINE (WEST 97th STREET) BUFFERYARD TYPE'A' SHADE TREES PROVIDED / REQUIRED = 1 / 1 SHRUBS PROVIDED / REQUIRED = 313 Cards canadensis Eastern Redbud (Qty. 9) (Min 1.5" Caliper 6 Above Ground & 6 Height) Corpus Kousa Chinensis - Flowering Dogwood (Qty. 10) (Min. 1 5' Caliper 6" Above Ground & 8' Height) Zelkova serrata'Green Vase' - Japanese Zelkova (Qty. 5) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Glenditsia triacanthos Thornless Honey Locust (Qty. 7) (Min 2.5' Caliper 6' Above Ground & 8' Height) Liriodendron tulipifera - Tuliptree (Qty. 5) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Piece Abies - Norway Spruce (Qty. 9) (Min 2.5" Caliper 6' Above Ground & 8' Height) Myrica pennslyvanica Northern Bayberry (Qty. 17) "Limelight Hydrangea Substituted (Min 18" Height) Q Viburnum rhytidophyllum Leatherleaf Viburnum (Qty. 20) - (Min. 18" Height) O Physocarpus capitus Diablo Ninebark (Qty. 10) (Min. 18" Height) .1F Miscanthus sinensis'Gold Breeze' (Qty. 14) (Min, 18" Height) O Spirea japonica'Shibon' Peppermint Stick (Qty. 24) - (Min. 18" Height) ADDITIONAL DRIVE—THRU SCREENING NOTE: LOCATED ALONG NORTH PROPERTY LINE Picea Abies - Norway Spruce (Qty. 4) (Min. 2.5" Caliper 6" Above Ground & 8' Height) U 7 go Of Eiiiiiii uWN F" et 41 ®® U) xWei o � ao viiiiiii Zo Q �DM a �No WWF car F-IO I--1 rl _v'o N c WE-_o U O M U� a /SIto. 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BRONZE FH15H SPAULDING LIGHTING 120 LED POLE MOUNTED AREA LIGHTS WfTH INTEGRAL OL1-A-90L-U-4K-4- 210 INGL LED LIGHT EN SINE AND DRIVER -TYPE IV DB-BC OR DI5TRIBUTION WITH BACKLIGHT GOITROL, SaB 555-20-40-T-82-DB MOUNT ON 20'Sit SQUARE STRAIGHT STEEL POLE ON 2' HIGH CONCRETE BASE. BRONZE FINISH HUBBELL 120 -m WALL MOUNTED AREA LIGHTS WITH INTEGRAL SW2 TRP1-12L-30-4K1-2-U 50 Ill LED LIGHT ENGINE AND DRIVER -TYPE 2 DISTRIBUTION. MOUNTED AT 14, STATISTICS DESGRIF'TION AVG MAX MIN MAX/MIN AVG/M IN PARKING 2FG 5.gFG O.BFG I 19.7:1 1:1 SITE ELEGTRIGAL PLAN NOTES �1 CONNECT TO NEW MENUBOARD AND PRE-5ELL BOARD PER MANUFACTURERS INSTRUCTIONS. ONE CIRCUIT THRU TIMEGLOGK AND ONE GIRCUIT UNSWITGHED FOR SPEAKER POST. 2� DELPHI GABLE BACK TO OFFICE - 5EE SHEET E-3 FOR COMPLETE LOOP ROUTING. PROP05ED PAD -MOUNTED TRANSFORMER - SEE ELECTRICAL R15ER DIAGRAM ON SHEET E4. COORDINATE EXACT LOCATION WITH LOCAL UTILITY COMPANY. ® SECONDARY COND1.16TOR5 FROM TRANSFORMER SEE R15ER DIAGRAM ON SHEET E4 4rr0 FOR PRIMARY CABLES BY UTILITY COMPANY. COORDINATE ROUTING 4 TERMINATION POINT WITH LOCAL SERVICE PROVIDER. (2)l TO PROPERTY FOR TELEPHONE SERVICE. TERMINATE AT LOCATION DIRECTED BY LOCAL SERVICE PROVIDER. wo`rv: CONIN ems°a, nod a CPU myL.ma�e m%��e.s.0 n ogle,wing al mgem enq wdadeid tlgne Sun �mmENGINEERSwPwIt lkr2minar�4n or drumon, wared noun rm�wn.•mw..nn n.H aN.n INCORPORATED 5720 Feeder Shawnee, Ks. 66203 (913)262-1772 �I EEE� U / U g / Er Y_ a Z Z a N Sri LZ N _/ TOM O rates U W LL 11/8/201B WINTER ARCHITECTS 1024 EAST FIRST STREET WICHITA, KS. 67214 PH. 316-267-7142 DATE I SHEENO. E T5 SURVEYOR IS REPORT In accordance with Title 865, Article 1.1, Chapter 12, Sections 1 through 19 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties In the locations of the lines and corners established on this survey as a result at: A) Variances in the reference monuments; B) Discrepancies in record descriptions and plats; C) Inconsistencies inlines of occupation and; D) Random errors in measurement (Theoretical Uncertainty) A.) This is a relracemenl survey of portions of two lots within the plaited lands known as North Augusta, lying within the of the Southeast Quarter of Section 7, Township 17 North, Range 3 East of the Second Principal Meridian, in the City of Carmel, Clay Township, Hamilton County, Indiana. I surveyed these some parcels in March, 2016. A cursory check was made at the following section corners and centerline monuments to verify their undisturbed existence. The following afemy r observations: the Southeast and Southwest Corners of said Southeast Quarter w used to lie down the enterline of U.S. Highway 421 (Michigan Road) as shown herein. Both of these c a Harrison Monuments found implementing references supplied by the Office of the Surveyor of Hamilton County, Indiana and accepted as prima facie evidence for purposes of this survey. Existing m a enlation was found along the centerline of U.S. Highway 421. All of the monuments found and used were brass plugs at the surface. The variance in these monuments is 0.1 feet, plus or minus. B.) Record descriptions of the adjoining tracts were obtained from Meridian Title Corporation (latest research date: July 26, 2018) and mathematically retraced for the purpose of disclosing any gaps and/or overlaps between the lines of these surveyed parcels and their adjoiners. The fallowing observations are made as a result of this retracement survey: 1.) There are no apparent gaps and overlaps In deed between the herein surveyed lots and their adjoiners. C.) No significant inconsistencies in the lines of occupation were observed during this survey. 1.) There Is an elght-foot-tall wooden fence along the northern boundary which Iles from 0.7 feet northerly to as much as 2.7 feet northerly of the boundary as shown and dimensioned herein. 2.) The four -foot -fall chain -link fence along the eastern boundary of Lot 8 is virtually on the line. 3.) The four -fool -fall wire fence along the eastern boundary lies from 0.6 feet 10 1.0 feet easterly of the boundary as shown herein. ❑.) The Theoretical Uncertainty (Due to Random Errors in Measurement) of the corners of the subject tract established by this survey is within the specifications for an Urban Survey (0.07 feel +/- 50 ppm) as defined in IAC 865. As a result of the above observations, It is my opinion that the uncertainties In the locations of the lines and corners established on this survey are as follows: Due to variances in reference monuments: as much as 0.1 feet; Due to discrepancies in the record description: 0.08 feet (deed vs. measure); Due to inconsistencies in lines of occupation: as much as 2.7 feet (fence); Due to random errors in measurement: 0.07 feet +/ - 50 Piper. MailingAddress of Site: 9701 & 9703 N. Michigan Road Carmel Indiana 46032 9 Basis of Bearing System: The bearing of the South Line of the Southeast Quarter of Section 7, Township 17 North, Range 3 East was assumed to be North 89 degrees 22 minutes 49 seconds East per CPS observations taken during the course of the survey of this site. NOTE: This Land Title Survey NSPS of an plat ALTA represents the conditions at the date of latest p / epre field activity. Date of Latest Field Activity: September 25, 2018 This plat of an ALTA/NSPS Land Title Survey was performed referencing a commitment for title Insurance prepared by Meridian Title Corporation and Issued by Fidelity National Title Insurance Company s Commitment Number 18-25499. with a Date of July 11, 2018 at 8:00 a.m. The following items are keyed to Schedule B - Part II (Exceptions) of said commitment for title insurance. Items I through 11) No comment. Item 12) See the plat of North Augusta, recorded as Deed Record 132, pages 446 and 447 for the creation of the herein surveyed lots and the five -foot -wide utility easement along the eastern boundary as shown herein. Item 13) See Pipe Line Easement and associated rights granted to The Ohio Fuel Gas Company by Kenneth Wyant, Nell Wyant, Joe Wyant, Eva Wyant, William H. Hall and Mary Hall in an instrument dated October 28, 1931 and recorded October 28, 1931 in Miscellaneous Book 31, Page 220 and assigned to Indiana Gas Transmission Corporation by assignment recorded March 16, 1932 in Miscellaneous Book 31, Pages 278-280 and further assigned to Michigan Gas Transmission Corporation by assignment recorded September 20, 1946 in Miscellaneous Book 37, Page 595 and further assigned to Indiana Gas Company, Inc. by assignment recorded September 8, 1986 in Instrument No. 86-25733 and Miscellaneous Book 4, Page 624 for an easement for pipelines ultimately ending in the configuration (cross hatch area) as shown herein. Item 14) See WARRANTY DEED as granted to the State of Indiana, recorded August 10. 1966 as Instrument No. 2809, Deed Book 206, pages 13 and 14 for the creation of the western adjoining parcel to Lot 9 and the limited access right-of-way as shown herein. Item 15 See SEWER EASEMENT recorded May 11 1990 as Instrument No. 9010933 for a ewer easement affecting the northwestern corner of this site as shown herein. Note: This easement is twenty 19.5 feel by Therefore, (30) feet The underlying right-of-way way grant along theem northern line of Lot 8 is 19.56 feet. Therefore, this easement extends into the herein surveyed remainder of Lot 8 by 0.42 feet and extends southerly to a point 15.85 feet southerly of the northern line of said lot. Item 16) See ORDINANCE No. C-263, as amended by AN ORDINANCE AMEDNING ORDINANCE No. C-263 recorded November 5, 2007 as Instrument No. 2007062553 for non-ploHable items pertinent to this site. NOTE: Said described property s to be within a a having a Zone Designation of ••X" b Prag Y appears 9 9 Y the Federal Emergency Management November Agency , in n Flood Insurance Rafe di Number 18057CO225G. b g ncy g m g ncY ( )• o p with an effective date of November 19, or the in Hamilton County, Stale of Indiana, which appear to be the current Flood Insurance Rafe Maps for the community In which sold premises Is situated. NOTE: This panel not yet printed. Note: Regarding Table A - Items 6(a) & 6(b); As of the date of this survey, I have nor been provided with a zoning report or letter. Note: Regarding Table A - Item 7; There are no buildings on this site. Note: Regarding Table A - Items 10(a) and 10(b); there are no party wall on or adjoining this site. Note: Regarding Table A - Item 16; There is no ongoing construction in, on or around this site at the time of this survey. Note: Regarding Table A - Item 17; I have no intimate knowledge of changes in street right-of-way lines either completed or proposed, and available from the controlling jurisdiction. Note: Regarding Table A - Item 18; 1 observed no wetlands markers designated by appropriate authorities during this survey. Note: Regarding Table A - Item 19; 1 have no knowledge of any plottable offsNe easements or servitudes disclosed in the documents provide to me during the course of this survey, save and except any shown herein. NOTE: Reference on this plat or map to a "Rebar Set" shall mean a 24-Inch-long by five -eighths -inch diameter steel reinforcing rod with a pink plastic cap stamped "DRM RIPS 9600013". RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City gf Camel �1Nt\� (mnP�1oA� DATE: \\ 04/03/19 ALTA/NSPS LAND TITLE TOPOGRAPHIC SURVEY NOTE: According to the Hamilton County, Indiana Flex Viewer (gis.homiltoncounty.in.gov/Carmel/zoning/index.htmi) this site is zoned B-2 in the US 421 Corridor LEGAL DESCRIPTION Overlay. There are no: (i) encroachments upon the subject property by improvements onadjacent property; (if) encroachments on adjacent property, streets or alleys by improvements on the subject property; (iii) no party walls; or (iv) no visible and apparent conflicts or protrusions except as shown herein. To: Erboddy Land, LLC, a Kansas limited liability company; CrossFiraf Bank, its successors and/or assigns as their interests may appear; and Meridian Title Corporation; Fidelity National Title Insurance Company: This is to certify that this map or plat and the survey one which it is based w mode in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and Includes items 1-5, 8, 9, 11, 13, 16-19 of Table A thereof. The field work was completed on September 25, 2018. Date: October 1, 2018 ,:l Alf`�*, % ,44%0 AV OiST&I oil Donald R. Masson 9600013 Indiana Registration No. 9600013*' STATE OF N`xowvlK \ - A v lzSL TBM 350 0 Ante EI =882 5,v6•' 1% °o, Xo� Ail � °°ai Pug Ftl °°0 e tiM' or °°^ \ p gny o! \ / O In y 881 .22/ \�\\�� , \ 19 M ° 19 SanitarylIMH 00 \ ° diTionrion5ii.X1 N An Inv=88f1.28 L Itry eddddddge 1core. 5dgls / N W 20'X3Q' 0na m. N �ee3i (gross) S ER ASEMENT 0 I T. 9010933 Ir &- t o a'•N 'mil t 8" Ri 881. 5 s Cone. In 113 \ Curb \ G \ P01 OF BE NNINC EPTTIO IO TO PAR EL I h 5 090. SQ. FT. MJ'ex a y m 0.048 ACRES} ) o \ N O S6 29"-22.23' (M) q O .s 569'� 04"-22.23' (D) N69'4 '29"E - 41.50' (�) :p.V °e O i- ax n NORTHER TkI LY 41.50' (Drb2 0\ m q \> m. boi: a °Oro,"5 \ No s" cork. Cur 9 \V\\ `N74- z2"E - 61.19' 1, 10 tt01\THEA ERLT - 61.19' p\ Parcel 1: Lot 8 in North Augusta, a subdivision in Hamilton County, Indiana, as per plat thereof, recorded In Deed Record 132, pages 446-447 in the Office of the Recorder of Hamilton County, Indiana. Except the following described real estate conveyed to the State of Indiana by Warranty Deed recorded September 20, 2000 a Instrument No. 200000047071, more particularly described as follows: Beginning at the Southwest corner of said Lot 8; thence North 20 degrees 46 minutes 56 seconds West 30.480 meters (100.00 feet) along the Western line of sold Lot 8 to the Northwest corner thereof; thence North 69 degrees 13 minutes 04 seconds East 5.967 meters (19.58 feet) along the Northern line of said Lot 8; thence South 22 degrees 18 minutes 14 seconds East 30.491 meters (100.04 feet) to point "734" as shown on said right of way parcel plat, said point "734" lying on the Southern line of said Lot 8; thence South 69 degrees 13 minutes 04 seconds West 6.776 meters (22.23 feet) along said Southern line to the point of beginning. Parcel 2 Part of Lot 9 in North Augusta, a subdivision in Hamilton County, Indiana, as per plat thereof, recorded in Deed Record 132, pages 446-447 in the Office of the Recorder of Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the Southeastern line of said Lot 9, distant 61.19 feet Northeasterly of the Southwest corner thereof; thence Northeasterly on and along the Southeastern line of said Lot 9, 239.90 feet to the Southeast corner of said Lot 9; thence Northwesterly on and along the r Northeastern line of said Lot 9, 135.63 feet to the Northeast corner of sain Lot 9; thence Southwesterly o and along the Northwestern line of said Lot 9, 258.50 feet to a point which is41.50 feet Northeasterly of the Northwest corner of said Lot 9; thence South 20 degrees 25 minutes 55 seconds East 99.24 feet; thence South 71 degrees 55 minutes 40 seconds East 25.56 feet to the place of beginning. Property Address Reference: 9701-9703 North Michigan Road, Carmel, IN 46032 5° 0 X° - 1 •y � h i (asphalt) e1 Drainage Pump Station Rim=880.06 Inv=unknow� 0°�ryx BtaM °00a/ 0 a� J "r 5''Utility Ease e (per D.B. 132, Pips. 4 Wood fence Item o / < (4) x ° ,j°° 00 (grass) a /R 1 CP +�' N6- J' �" ° ¢° SITE: PARCEL 1 \� v / KLC REALTY„o-EIC \ 05 INST. #20120T2558 \ °¢"'' \x °°ryy0 LOT x° \ Iv, °°•r 27,9 MICHIGAN ROAD \ 20.641 3 RE FT. ) \ °enry a 0.641 AC�2ES} (M) 0°n (Vacant No\Buildings) 0 Vol 01 die N. _ ve xe pNo Additional point Set �"Major Rego Ed. 009' N 06.24' E. & l(n-Capped Reber Ed. °°0. 3' N. & 0.61' E. of Co)nputed Location dun -Capped Reber Ed. 'i 1.10' S. & 5.22' E. e° (grass) tC 4' Chain -link fence w/Barbed Nre ° \ °ens \ �,y�� 00 (M' sac �y^W "'IV) Sod -eaz- - $ -eaz °o¢ 556�229 �. „ZS2ee SOM(Oi x 9 V z S69 A7.ESrtER h, \ Q0ot a° \ r h NO o x // (grass) � stir* ° °" I $cmiwry MH ti S PARCEL 2 x es Rim-882.4b p0 y Kp REALTY, LLC m Inv(N)-874.0 / / °°'r' INST. #2012012558 \nv(S)-874.14 ,a / e5 mporary-_9pi> LOT 9 ad sign 9701 e MROAD 32,2 ev 32,245.1 SQ. S0. FT. (M) / m 0.740 ACRES} (AI)- 5 _x (grass) (Vacant -/Flo Building) i t Capped Reber Set / 455 / iz "Uri -Capped Reber Ed. p° p (bent o and d 01 ed) '2 N � 9 ° � 4 qq E °.00' SVe& 258 b'0E, of N } h Y� *Computed Anted Location P ° ,xieskvirl _ (asPHOH� ,a- / '3 o fe1O y' ° 0 -893- POINT OF B N °q'v' 0°°h'/ M REB R SET \ 32,245.1 SO. F . (M) _ 9 Inv=881.17 / 0.740 ACRES (M) (concrete) 5ry°v 0 / 41 If ( Sanitary MH / Brass Pug a 45 �Im(N)=8]4.99 (typical al� ee . \ xo- 12'x24' Wood Shed ,�No Additional Point Set Yellow Capped Rebar Ed. 0,39' N & 0.08' E. & "MSS" Reber Ed. 11.14' S. & 5.73' E. of / 7 V D 6 Compu}a Location e Apv. t Nw ADJOINER: %e"' 4'/wire fence GERALD & BETH LANCE INST. 2004 0030150 \ P NOF° \y(CLOT 40 -4 30 0 15 30 it IN FEET ) 1 inch = 30 ft. VERTICAL DATUM: NICER 281 ELEV 871.54 (NAND 88) A HAMILTON COUNTY GEODETIC CONTROL DISK SET IN THE NORTHEAST WINGWALL OF A CONSPAN THREE -SIDED ARCH BRIDGE STRUCTURE (STR No. 281) CARRYING WEST 961h STREET OVER CROOKED CREEK. CSC TBM #1 ELEVATION 761.48 CUT "X" ON A CONCRETE WALK LOCATED ±43 FEET EASTERLY OF THE CENTERLINE OF MICHIGAN ROAD AND ±303 FEET NORTHERLY OF THE CENTERLINE OF 97TH STREET. 1�>. s Na 9 <t 05 s is, a, eY x (grass) e 5' Utility •\ T,Easement- QPer plat) D.B. 132 Pips 446-7 s Item, #12 3750 WEST 97th STREET a� a0"' (grass) ° Sifell/ '� � K° e•• 12 ? °�\ 1=882.38 iix vro 130 53 °°' 8" Conc. s,. -x ' Curb Additional Point Seel Joe" Kati frl lW� 0.67' E. & upped Rebor Fd. 19 `S. .& 6.87E. of \ Ant [Ron}v n UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either inservice or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. LEGEND: DESCRIPTION: / w SIGN ye TWO POST SIGN WATER VALVE $C FIRE HYDRANT ® WATER METER © GAS METER ^� GAS VALVE a CLEAN -OUT ® ELECTRIC METER BOX ® ELECTRIC TRANSFORMER ® ELECTRIC PEDESTAL GUARD POST ® AIR CONDITIONER UNIT LIGHT POLE ROUND ® REBAR SET/FOUND ® FLAT GRATE INLET COMBINATION POLE TELEPHONE PEDESTAL WOODEN LIGHT POLE LIGHT POLE SQUARE 12" CONIFEROUS TREE & SIZE 036" DECIDUOUS TREE & SIZE �j vvQD BUSH DRAINAGE MANHOLE S SANITARY MANHOLE ® CURB INLET GROUND ACCENT LIGHT -� GUY WIRE -----WIN UNDG. WATER LINE - - - - - a UNDG. GAS LINE -----ur UNDG. TELEPHONE LINE -----Ur - UNDG ELECTRIC LINE -----Orr - OVERHEAD ELE. & TEL -----osrc - OVERHEAD ELE TEL & CAB - - - - -or - OVERHEAD ELECTRIC VCR vitrified clay pipe RCP reinforced concrete pipe PVC polyethylene coated pipe VICINITY MAP NOT To smLT w ; w w� ✓ i d f "�;, SITE -, . 'e_ , - IN . I) a PREPARED FOR: WINTER ARCHITECTS 1024 E 1ST STREET WICHITA, KS 67214-3903 PREPARED BY: CENTRAL STATES CONSULTING, LLC 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 PHONE: 317-B5B-BGS2 FAX: 317-555-B672 pT►ewL STA ALTA/NSPS/LAND TITLE �� Fs TOPOGRAPHIC SURVEY 97TH & MICHIGAN ROAD CARMEL, INDIANA "^rSULTINPM DATE: 1D-D1-g0l PROJECT NUMBER 9IRY1 iff9IAND PM owrv. av: RdM l s-08❑ CHKO. BY: DRM SCALE t' = 30, SHEET 7 OF 7