The URL can be used to link to this page

Home My WebLink AboutC6.0-STORM-SEWER-PLAN-&-PROFILES-Rev.0TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC. DATED 05/24/2018; 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. 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 Cl l.0 FOR SPECIFICATIONS. CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL PRIOR TO MANUFACTURING. 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. OWNER: SURVEYOR: DERMATOLOGY, INC. SEA GROUP, LLC. 3755 EAST I STREET, SM. 75 494 CRADLE DRIVE INDIANAPOLIS, IN 46240 CARMEL, INDIANA 46032 ATTN: AMY SUMMERS (317) 844-3333 (317) 410-0056 ENGINEER: ARCHITECT: CIVIL SITE GROUP, INC. ENVIROSPACE, INC. 160 WEST CARMEL DRIVE ATTN: CANDACE BERGER SUITE 240 645 BLOOR LANE CARMEL, INDIANA 46032 ZIONSVILLE. IN 46077 (317) 810-1677 (317) 873-9950 PROFILE SCALE: 1" = 50S STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS NOTE 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. GENERALNOTES 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 SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ----DNSIBIUTY TO FIELD RELEASED FOR CONSTRUCTION VSTRUCTION BEGINS. VERIFY Subject to compliance with all regulations of stale and I Deal Eodes e City of Camel ((�� NrtA�llaxu0NaA1+L DATE: \ 03/27/19 aNsmG S1aN c T a iNV. sn.l2 (IN-D. iNV.-637.27 (SE -ex J �nP u¢inlT""`� Cv 41 / �/ OF.7 it �[Mimi �'�, I w•� ... yes _ / I PROPOSED BUILDING 11,851 S.F. (GROSS) EEA L.84570`-r- @ pp B44 - 22 _ is / / E -I-� /--------� --- DEW --------------� LAKEFRONT COURT - GG G -- G -- G - - - G -- G -- G �I \ I REVISION RECORD IREVI DATE I DESCRIPTION IDES BY I APR BY 1 107/27/181 REVISIONS PER T.A.C. COMMENTS I EAG I EAG NORTH 30 0 15 30 IN FEET ) 1 inch = 30ft. LEGEND: PROPERTY BOUNDARY - - - RIGHT-OF-WAY - - EASEMENT ra PROPOSED CONCRETE PROPOSED STORM SEWER ® PROPOSED STORM STRUCTURE ------------ ROOF DRAIN/SUB-SURFACE DRAIN 7ss2s TOP OF CURB GRADE 7sa.Fa PAVEMENT GRADE Ise zs PAVEMENT OR EARTH GRADE M E. MATCH EXISTING GRADE - - PROPOSED GRADE BREAK -847-- PROPOSED CONTOUR ---847-- EXISTING CONTOUR DRAINAGE FLOW ARROW PROPOSED FLOWLINE EMERGENCY OVERFLOW PATH PLAN NOTES: Ri APPROX. 1332 LF OF 8' PVC (1.0R MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS, & CLEANOUTS AT BENDS > 22.5' FOR ROOF DOWNSPOUTS R2 APPROX. 171t LF OF 8" PVC (1.0% 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 AFTER ALL SITE CONSTRUCTION AND LANDSCAPING IS COMPLETE OT TAPER CURB FLUSH WITH PAVEMENT FL FLUSH WITH PAVEMENT \ I STRUCTURE DATA TABLE wn,v sy.'} SVucture Pipe Pipe Downstream Pipe Structure Top of Casting Upstream Downstream Detail iW Number Size in Length R SVucture Material Type or Gutter Elev. Invert Invert Reference 4f /I 105 15 75 104 RCP Beehive Inlet-24"x24"Box 841.40(T.C.) 838.11 837.94 01/C10.1 104 15 126 103 RCP 4'Dia. Manho Is 841.80(T.C.) 837.84 837.55 02/C10.1 -= 842- _J/- %'\ 103 15 199 102 RCP 4'Dia. Me n no Is 843.77(T.C.) 837.45 83].15 02/C10.1 - dal I 102 15 18 101 RCP 4'Dia. Manhole 843.57(T.C.) 837.05 531 02/C10.1 -� -840- i "1w. 101 18 47 EX1 RCP 5' Dia. Divemio n Manho Is 844.40(T.C.) 836.72 836.64 03/C10.1 -BtW \ I 1 66 12 109 102 RCP 24"x24"Inlet Type 'A 1 R43.Ins (T.CJ I 839.64 837.30 1 01710.1 � STORM PLAN" 1"=30' CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM SEWER SYSTEM NOTE NOTE RCP NOTE STORM BACKFILL NOTE UTILITY VALVE NOTE ALL ON -SITE STORM SEWER INFRASTRUCTURE 18" OF VERTICAL SERARATION ALL PROPOSED RCA STORM SEWER ALL u71uTY VALVES AFFECTED BY CONSTRUCTION SHALL BE TO BE CONSTRUCTED WITH THIS PROJECT SHALL O-RING JOINTS REQUIRED MUST BE MAINTAINED FOR ALL SHOULD BE CONSTRUCTED WITH BACKFlLL ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH BE PRIVATELY OWNED AND MAINTAINED. FOR ALL RCP PIPE UTILITY CROSSINGS. KtIo I1d18P8 bCIOW. CaR helots you dig. PER DETAIL NO. 10-31 ON SHEET c1n.1 FINISHED PAVEMENT, slDewAu( OR LANDSCAPE AREA. U oID � m n U cPn 1Il('lo % V^ a Q_ o z �On o_ II mNEI m a, o_ 00 Wm �mmm -mmmm n m m^ vi cal .. .- OL-W nnmmm nwv o ^om II ^ '.�-,m�mcai caimU ce Oc o�mmm ll 850 e+vn m" anln vW+an +pola,.a Its a (.i Wm(e 11 a V m+mull 850 o?•~-, #~TIED Y� wvmmm # Ilyy� gym.. R'22 SZK m3a^I mWN .O?aPm # yv CK ~Ilmmll ^�mW HHUII �WILL H V22� QUv rN FW CIO-IIv��JC x(FxC 3�Wmll HHU22� 3 II II N(Nt:, fW Q II IIFN 0 ol-"k0% wow H UZa Z.W. r.. W .W. Aoa ddG M n� I_'� H a..a 845 Ce< -1- U ot-4Eo v�iwr -- _ $4S - ---_ LOCATIE 4 OF EXISTIN I FIBER OPTIC CONTRACTOR TO FIEL 3 VERIFY PRIOR $4D - COMMON ING WITH 840 --- ---- --- ------- -- -_ SSD ___ _ ______ SSDx2 109' @2•]Si 75' @0.23% 126' SSDx2 129' 47' 835 15' RC SS @0.23% lOYR. HGL @0.23% SSD 2 18' 2' RCP SSD 2 835 15' RCP IS' RCP CONNECT ' ROOF DR IN PIPE CONNECT ' ROOF DR IN PIPE 2' SUMP REQ'D X. 24' OUTLET PIPE 830 $30 10+00 11+00 12+00 13+00 10+00 11+00 SCALE: HORZ.: 1r"=5or STORM SEWER PROFILES /Existing Grade STORM SEWER SYSTEM NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE Cltt OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS DONATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REWIRE PRIOR FIELD APPROVAL BY THE DESIGN EMGNFER. AN EXPLANATION OF ANY SUCH DONATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDEN11Flm AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REWIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR i0 BACI(FlWNG THE PIPE. THE CONTRACTOR IS INSTRUCTED i0 AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BONG INSTALLED TO ENSURE COMPLIANCE M1H THE DESIGN PLANS AND AS APPROVED BY THE Cltt OF CARMEL STORM STRUCTURE NOTES: LO cl 101 DIVERSION STRUCTURE 5' 0 MANHOLE (NEENAH R-1772) SEE DETAIL 03/C10.1 102 4- 0 MANHOLE (NEENAH R-3405) 103 4' 0 MANHOLE (NEENAH R-3405) 104 4' 0 MANHOLE (NEENAH R-3405) 105 24" x 24" BOX (NEENAH R-4342) 106 24" x 24" BOX (NEENAH R-3405) BMP 4' 0 DOWNSTREAM DEFENDER SWQ UNIT SEE DETAILS ON SHEET C10.1 E%1 EXISTING STORM MANHOLE Ci CL 0 Cl�