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Home My WebLink AboutC6.0 - Storm Sewer Plan and ProfilesTOPOGRAPHIC & 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. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED 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 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SEC11ON OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM STRUCTURE TABLE PROFILE SCALE: 1 " = 50' 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 LANDSCAPE AREA. \ e, x \ pry• \ a \ O'` 0�0 \ CSC CUT "X" �O^� ELEV.-882.35' b "@ 0� xh X 0 pry. rI an1� x x / a� x 1 / 1%lb / °�� / X� X - v o° ro Try O / ,�x e /ppF A \.F • \ pU R 90 / \ x \ fb °' \ 0 ; :, 863.84 �• `;:.r'` aa,1 ` `1�\{ \ /x ry°�y0 %ry/ 24.'x.• ''� 883,34.; ,... , 'b� I "1 ojryy/ 882.68�E. 882.48 M� / ��`.�0 882.32a4M.E. .1 �x �: 40 i . :". 99 ' 4 \ ,, :..,. ,: / .. "�� 88490 <.I \ T •� ; .. �RPaK \ x cl�i / 88.28 !a •: 4g •.�. �� FL gz OVERTOPPING 883.74 9a 4 A\ 6 550 882 x / yyM as \NG --V.=883.8 y ` 0 1\ 883.96 ` r+ \\io R1 \ \ 884361 1 :. , 883.4 / ag461 ^ OQ �0��` \ ... . \y') \I \ A e, 884.24 9 PREP S F �� o \ X 883.74 894 g2 1'\O ° ad x 1 \ \ \ 883.57 ��.`:Cj �oo \NV g8490 Y f ...�• �4 g63kC \ 882.0 SD.. GRADE OVERTOPPING 1 1.40 6 883.57 °° OVERTOPPING � 69490 � :. ,.. 'A'"''�' 361 ry• \ � ELEV.=883.5 , �62 \ x `�► ! 0 'Q, 3.43 ELEV.=883.46 FL e6 FL ,..: aa46� a�61 \ 884.07 3 98 4�1 X �11 �`�; 'Al \ r `�. ,.. FL 881.61. 883.21 pa a9 r ^ ' ` 6g4� 5° X 8416 r OVERTOPPING I \ \ 3 p`'� 4. 6646 x366 c ELEV.=883.5/ 0. 8833 \ 9 41111, ag31 / \ A• 105 FL :t R G� / 11, _ ea3' __1 M.E. 881.51 N•@ 'ti -,O F.��S / ,/ \ \ ti 0 P AMEN �/ 5 4 83,23 95 \ h \ \ CROOS-SLOPE NOT .411-1 6a 000 ExCEED 2.0% OVERTOPPING ". ` �� / ' \ 693 6 PGR \ \ \ \ I / � Ory \\ ELEV.=883.4 '��, � 3aa 894°5 ''..,;f.:.• 104 "295 �� 8a5�1 \ 05 PGE \ \ •• 881 "',' .J.. a8 5 49 884.74 O ° 88451 0 ai \ �R eMP 888.28 I / Pt MENj v \ \ M.E. 881.58 °: 88 EX rye, �� J BMP I ^ V �T 0bsp, ' �� FL eV �• h X �°� �m / 103 �� 0 �/ � �. 0�ry �`L ag95a 95 10'p,\ 561 GFPpE/ / \ N/` \ x� \ c�, : i •. • ' X M.E. 881.51 \ \ as 392 i OVERTOPPING / o 1 ELEV.=883.65 \ EX. CURB INLET \ 883.82 �FL \ \ \� RIM = 881.51 8832 / 3. \ g1 f \ \\ O \ 884,6APd \RO� t\0N OVERTOPPING 878.30 ELEV.883. �� aaZNOFF S\Rl 11 \\ \ a a3 6 x FL UN 10� IR•�019a� GNPMgE 2 ° \ 109 88408 a \'0. \ EX. BEEHIVE INLET RIM = , 880.99 \ hj 6939 259X 0 ti5� 883.81 \ 1� INV. (NW -15" RCP) = 878.77 \\ / ry• zp \ 9834 8892 ° y.883.3 I� NE INV. (E -W 18' RCP) = 878.60 ( 994 -66 / / INV. (W-18" RCP) = 878.38 I \ X \ sa310 3. a�8 50 / 2/ / �1°� ;. •. 4y`1'' 0"�'r � \ 9936 / � 0%✓�a l�/ / 0 9938.6 0 99�•\� ��. _-88i,= 84 1 30 1'�- X663 --Uo X01 � 65 � � ZOP� � ' �?. i �:�• '_ •� 0 ry: '.. I \ O 00 /�R(OPP / %- :.:. ': :'::° . s•�' '.' . 3 ,� . a 5.5 ro 0 � -662 ' / / �// ...a sap :. 0 .. `�. P$gA.: ��` ME. \ \ I �ry \ \\ \ \ \ / .•r� 982.5 / .:_:.:� , ,r, � ry'\ \� :21 'e/...°•.' 684.6 � / \ 0 � \ � / ,. / •tom:. ..e::'� .. -:. dry' �� j6 :" �E, % pro �h � i � 0 / \ % �1 / 6 \ \ Dry• � � ��/ �o / eo��0��6.� ' 6"f � , °� o��• X 4 / / �.y.'�ra'o / � i � \ \ \ �0`ti - ry'.'�� `L^ �R` / / / �y ;�� ^�� • � � ' y � '\6 / C[ OX�ihry r 03 50 10v x, \ \ / 41 _ eery' \ 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 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. STORM PLAN -1"=30' NOTE 18" OF VERTICAL SERARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. RCP NOTE O-RING JOINTS REQUIRED FOR ALL RCP PIPE 880 -- -- - - - - - - - 10YR: 32' HGL @0:31% 121' 12" RCP 20:23% UTILITY CR❑SSING 15" RCP 875 (DOM, WATER) 10+00 11+00 SCALE: HORZ.: 1 "=50' VERT.: 1"=5' SSDx2 U g 8, @0.1 @0:18% 18" R P 18" RCP 2' SUMP REQ'D 12" ADS N-12 PIPE C❑NNECTI❑N TO ST❑RMTECH IS❑LAT❑R ROW (SEE ST❑RMTECH DETAILS) ------- _____ �C❑NNECT - ----- 8" ---- - - - R❑❑F DR IN PIPE 78' SSDx4 01/10YR: HGL 1 ' SSDx 20.227 @0.23 @4 857 18" RCP UTILITY CR SSING 12" RCP UTILITY CR❑SSING 15 RCP UTILITDAR ELECT) (GAS SERVICE) 11+00 10+00 10+00 SSDx4 91 SSDx4 @1575Y 10YR. HGL @0.23% 10YR. HGL 12" RCP 15" RCP UTILITY CR❑SSIN (GAS SERVICE) EX. 8" OUTLET PIPE 11+00 10+00 STORM SEWER PROFILE In 00 Q LXX J00 Z,6 m O I, co CID + CO CO CO > �00��r__ 0- 0o 0o 0o > n z Q II II II -D zzz @0:18% 8" RCP 11+00 NORTH 30 0 15 30 ( IN FEET ) 1 inch = 15 ft. OWNER: REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG FREDDY'S FROZEN CUSTARD & STEAKBURGERS ATTN: BLAKE 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, LLC. 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 ARCHITECT.. WINTER ARCHITECTS ATTN: RODGER BAKER 1024 EAST 1st STREET WICHITA, KS 67214 (316) 267-6224 PLAN NOTES: PROPERTY BOUNDARY 102 4' 0 - - RIGHT-OF-WAY New Grade 1,.Q EASEMENT Cd 0-1 cu 104 4' D MANHOLE (NEENAH R-3405) 105 24" x 24" BOX (NEENAH R -3286-8V) ., ., : , 1.;... '.., •.. x 24" BOX (NEENAH R -3286-8V) PROPOSED CONCRETE MANHOLE (NEENAH R-3405) C::> C::> STORM SEWER 0 PROPOSED STORM STRUCTURE ------------ ROOF DRAIN/SUB-SURFACE ^ CONCRETE END SECTION 799.23 111 12" S TOP OF CURB GRADE 798.73 PAVEMENT GRADE 79$•25 PAVEMENT oopp0000 M. E. MATCH EXISTING LO C> 00 GRADE BREAK zz of t � 11 CONTOUR ---847- EXISTING CONTOUR U0n(U� DRAINAGE FLOW ARROW >00- 895 FLOWLINE Co �� °° OU 0j II „v,Q ., D- Q .,.,71 710 (U 71 CD . o CD 1,D CCQ HH 00 (y) �Q II Q UQ 00 LO LO - 0 OO L0Lf)o0N ^^ OM I- (�(�HL7O I-UDD ��0� 0�()0�� I-�UzQ ""I- 0 Q-' OU �- 0� (U� U0('')0"0"1� LO DDDD� ID�0"0�000 �� 00 00 O + r �� CD 00 00 (y? �D X00 -'I� �O,O�o00 ^� X000 Lf0lf0 00 �D Q m ��00 Ga 00"" p6 0" o0 ��000000 o ri 11 0( MCD 0 00 �(,�(Yjmo 00 0 1l� - 0000 o ri I I ��o " O (UO Z� In (\i "t+00 II II 11 r- 0j vCD +00 II II o+� I I II II II .� 00 + OC) 00 00000000 �QF- m + � 0 ��00�00� +�� II II II ^ ao �D LOLn00� 890 Ln + O0 00� 0 0� Q� o O0 ,� �� (� 000 0 O0 ^ �� (� 00 II II F-F-� 0000 *k II II II 0000, 1- V) 1- D Co� (YN*k ^ ^ L` I �Q ""� ('70�0� ^ 0� *k ^^^3 .. ~ I I CL% Q ��(--�� (� (� O Q I- I-I-U� D ^^^3 .� .� .� Q I- �o+� 0�0�0m ## II I I I (� II II ,D � 0, 00 000�� Q Q " I- �a(U ~n~n r X000000 II �Q I-- I-- U > zD 0- F_F-(;zz� V) V) o (u+Co �M� 11 11 I ~~Uz V)V)� D V J o zzz� V J I -I I -I I -I O ♦nn♦♦nn �nn V J V l V 0 (�t��L7�O V/ H H H O V) CD C V) V)1- r -i 0 > 0 00 11 ^ ^ �# ^ ^ 3 �� - � - II , ZvW.� II zW� � � 885 �� Cj��o _ .... - 880 -- -- - - - - - - - 10YR: 32' HGL @0:31% 121' 12" RCP 20:23% UTILITY CR❑SSING 15" RCP 875 (DOM, WATER) 10+00 11+00 SCALE: HORZ.: 1 "=50' VERT.: 1"=5' SSDx2 U g 8, @0.1 @0:18% 18" R P 18" RCP 2' SUMP REQ'D 12" ADS N-12 PIPE C❑NNECTI❑N TO ST❑RMTECH IS❑LAT❑R ROW (SEE ST❑RMTECH DETAILS) ------- _____ �C❑NNECT - ----- 8" ---- - - - R❑❑F DR IN PIPE 78' SSDx4 01/10YR: HGL 1 ' SSDx 20.227 @0.23 @4 857 18" RCP UTILITY CR SSING 12" RCP UTILITY CR❑SSING 15 RCP UTILITDAR ELECT) (GAS SERVICE) 11+00 10+00 10+00 SSDx4 91 SSDx4 @1575Y 10YR. HGL @0.23% 10YR. HGL 12" RCP 15" RCP UTILITY CR❑SSIN (GAS SERVICE) EX. 8" OUTLET PIPE 11+00 10+00 STORM SEWER PROFILE In 00 Q LXX J00 Z,6 m O I, co CID + CO CO CO > �00��r__ 0- 0o 0o 0o > n z Q II II II -D zzz @0:18% 8" RCP 11+00 NORTH 30 0 15 30 ( IN FEET ) 1 inch = 15 ft. OWNER: REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 01/04/19 REVISIONS PER T.A.C. AGENCY COMMENTS EAG EAG FREDDY'S FROZEN CUSTARD & STEAKBURGERS ATTN: BLAKE 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, LLC. 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 ARCHITECT.. WINTER ARCHITECTS ATTN: RODGER BAKER 1024 EAST 1st STREET WICHITA, KS 67214 (316) 267-6224 PLAN NOTES: R1 APPROX. 41f LF OF 6" 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 STORM BACKFILL NOTE ALL PROPOSED RCP STORM SEWER SHOULD BE CONSTRUCTED WITH BACKFILL PER DETAIL NO. 10-31 ON SHEET C10.3 10YR. HGL 10+00 1' SUMP REQ'D TI PROPERTY BOUNDARY 102 4' 0 - - RIGHT-OF-WAY New Grade - - - - - - EASEMENT 103 (NEENAH R-1772) SEE DETAIL 03/C10.3 104 4' D MANHOLE (NEENAH R-3405) 105 24" x 24" BOX (NEENAH R -3286-8V) ., ., : , 1.;... '.., •.. x 24" BOX (NEENAH R -3286-8V) PROPOSED CONCRETE MANHOLE (NEENAH R-3405) PROPOSED STORM SEWER 0 PROPOSED STORM STRUCTURE ------------ ROOF DRAIN/SUB-SURFACE DRAIN CONCRETE END SECTION 799.23 111 12" S TOP OF CURB GRADE 798.73 PAVEMENT GRADE 79$•25 PAVEMENT OR EARTH GRADE M. E. MATCH EXISTING GRADE - - - PROPOSED GRADE BREAK --847- - PROPOSED CONTOUR ---847- EXISTING CONTOUR DRAINAGE FLOW ARROW >00- PROPOSED FLOWLINE R1 APPROX. 41f LF OF 6" 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 STORM BACKFILL NOTE ALL PROPOSED RCP STORM SEWER SHOULD BE CONSTRUCTED WITH BACKFILL PER DETAIL NO. 10-31 ON SHEET C10.3 10YR. HGL 10+00 1' SUMP REQ'D TI MANHOLE 101 (NEENAH R-1772) SEE DETAIL 05/C10.3 102 4' 0 MANHOLE (NEENAH R-1772) Existing Grade New Grade Granular Backfill 875 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 SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 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 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/C10.3 102 4' 0 MANHOLE (NEENAH R-1772) = 6' 0 BMP DIVERSION MANHOLE 103 (NEENAH R-1772) SEE DETAIL 03/C10.3 104 4' D MANHOLE (NEENAH R-3405) 105 24" x 24" BOX (NEENAH R -3286-8V) 106 24" x 24" BOX (NEENAH R -3286-8V) 107 5' D MANHOLE (NEENAH R-3405) 108 24" x 24" BOX (NEENAH R -3286-8V) 109 24" x 24" BOX (NEENAH R -3286-8V) 110 12" CONCRETE END SECTION 111 12" S CONCRETE END SECTION BMP 4' D DOWNSTREAM DEFENDER SWQ UNIT SEE DETAILS ON SHEET C10.3 EX1 EXISTING BEEHIVE INLET z ff�� V) �wN www ~�� o U�f� 00v ri O ftftft N 17 () N ww&__4 o a� �CN LW � L_ = 0 1 c) N E ♦^ U 00 W, J� D r_ U .`� !k P GL ESS ,��♦ s 44/ o..G\STER1O°�� = No s PE10403858 e = STATE OF VD ♦i F °°.°° °NGS, �-I I S I 13s lo E i�....� 61, G� DATE: 10/26/2018 y� DWN BY: KPB CHKD. BY: EAG SCALE: 1 to DATE: 10/26/18 CN E--� t- G:q U)O 4-j (f)O� IxC8 C�Jo t- Cd &-I o x N x� W �w O NU � c) t \ I--�I O O PROJECT NUMBER WAX.001 DRAWING NUMBER C6.0 SHEET 12 OF 27 =