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HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 15B INLET 112 864.17 N 00 Co II I--: z N QW mJ Z U ¢m U� .-U 0 0 co O co F- 0 z II W II F- 0 m CC 0 PROPOSED GRADE EXISTING GRADE 6 9 U) Co U w U CC H CC U) Z 3 Q~ m� z 0m Q� U U U) <0 U GRADE 859.92 r�I L Co co O 00 II z U I co I c,, c L.F. I PROPOSED GRADE 25 L.F. 1.00% 12" R.C.P STUB 8 L.F.24" R.C.P. N. @0.6014 INV. 857.87 18 R.C.P. 27 R.C.P. INV. =857.2 EXISTING GRADE STUB 8 L.F.12" N 857.26 EXISTING GR N 2" R.C.P. E. I JV.= 861.01 II I 60 L.F. cL L_: N 43 L.F. R.C.P. N.© 1.00% INV.= 862.45 114 L.F. 0.50% 18 R.C.P. 18" IN 1- ci O 1 66 L.F. 10!2lOIS STUB 8 L.f R.C.P. NE.< INV. =861.0 860.53 860.68 860.53 0.50% 861.00 860.68 0.50% •6 1 �r 1 N 8" S.D INV.= 853.11 II 0.50% 859.96 I Z PROPOSED GRADE cJ CONCRETE CRADLE PROPOSED R. 35 P.V.C. WATER 15" 30 0.50% I L.F R.C.P. CONCRETE CRADLE 24 8" S.D.R. L5 P.V.C. SUMP INV. 859.02 1" R.C.P. SW V.= 859,44 18 R.C.P. (Ni c(f) B INLET 112 864.17 FUTURE STREET 0 0 co O co F- 0 z II W II F- 0 m CC 0 PROPOSED GRADE EXISTING GRADE 6 9 06'Z98 ='01 3'1 no U) <0 U GRADE 859.92 c6 c° co I 132 L.F. 0.30% 30" R.C.P. L.F. I r1 1R 25 L.F. 1.00% 12" R.C.P STUB 8 L.F.24" R.C.P. N. @0.6014 INV. 857.87 18 R.C.P. 27 R.C.P. INV. =857.2 857 857.47 0 O 0.30% 857.47 N 857.26 EXISTING GR N 30" R.C.P. PROPOSED WATER 'GROUND 0 9.50 NHOLE 100 0) O .3aNn 03 U) <0 U GRADE f- c6 c° co 06 o 0 z (STD r1 1R II 0.30% 855.76 855.60 zII 0) W 0 O N U EXISTING GR <6 W Z cL L_: N 859.06 859.26 F- 18" IN 1- ci O 1 o w EXISTING GRADE c 0 10!2lOIS PROPOSED GRADE 1- 15 0. R C P l i i;i 40050L7 0.50% Z PROPOSED GRADE cJ U cam' D EXISTING GRA 104 L.F. 0.70% d am_ 80 L.F. 857.26 857.26 857.99 867.00 1.44z 135 L.F. 1.00% Z 859 24" R.C.P. PROPOSED C. P 40 L.F. O WATER 1.45% By OTHER I 2.17% 27" R.C.P. NW. B Y OTHERS) 858.50 30" 'GROUND N) o o w F Z_ 3 w Q Li CO J 0 9.50 NHOLE 100 00'609 .3aNn 03 U) <0 U GRADE f- 2101 S N' 3aNn 109 L.F. 0.30% 24" R.C.P. 0 F- 52 L.F. r1 1R 856.10 855.76 0.30% 855.76 855.60 0) W J N EXISTING GR 859.44 Ni CC Z cL L_: N 859.06 859.26 EXISTING GRA 18" IN CO II U w I ci O 1 859.99 R54 80 860.19 .____.o .____.o 15 L.F 1- 15 0. R C P l i i;i 40050L7 0.50% PROPOSED GRADE cJ 39 L.F. 2.18% WATER EXISTING GRA 104 L.F. 0.70% d am_ 857.26 857.26 857.99 856.10 856. Z a_ PROPOSED 40 L.F. O WATER 1.45% I 2.17% 27" R.C.P. NW. 30" R.C.P. 30" R.C.P. INV.= 857.26 'GROUND N) o o w F Z_ 3 w Q Li CO J 0 9.50 NHOLE 100 00'609 .3aNn 0 z 0 2 in U PROPOSED GRADE EXISTING U) <0 U GRADE f- 2101 S N' 3aNn 109 L.F. 0.30% 24" R.C.P. Cl EX. 24" R.C.P. NE. 52 L.F. r1 1R 856.10 855.76 0.30% 855.76 855.60 24" R.C.P. 12" R.C.P. INV.= 855.76 N GROUND GE SYSTEM 139 CATCH BASIN)] Ilflfl 11.11 r- A A l UKtS INLL I 141 T.C.= 864.73 JRB INLET 146 C.= 864.56 CATCH BASIN) I Inn 1 1. 1 1 f T A A, �UKC3 INLL I 14L .C.= 864.70 3 INLET 148 OL'1?98 ='0' 2101 S N' 3aNn 2.59 F n Cl F- �1 STREET A r1 1R '3'1 SED GRADE Q STREET L.F. P G EXISTING GR 859.44 858.50 15 5 1 3.7 21 R cL L_: N 859.06 859.26 EXISTING GRA 18" IN 24 L.F. 1.00% 12" R.C.P. R.C.P. N d.= 859.44 80 859.99 R54 80 860.19 15 L.F b9 N 15 0. R C P l i i;i 40050L7 0.50% PROPOSED 12" R.C.P. 3.00% 15" R.C.P. 39 L.F. 2.18% WATER 15" R.C.P. GROUND GE SYSTEM '144 CATCH BASIN) ;URB INLET 145 Q W w C el JRB INLET 146 866.10 BASIN) LET w/MH 147 ..25 GE SYSTEM 137 3 INLET 148 SZ•S98 2101 S N' 3aNn 2.59 F n Cl T. (CATCH CURB IN T.C. =86 858 .5o o� z r1 1R '3'1 SED GRADE 40 L.F. 61. 61.01 EXISTING GR 859.44 858.50 15 5 1 3.7 21 R cL L_: N 859.06 859.26 859.26 18" IN 24 L.F. 1.00% 12" R.C.P. R.C.P. N d.= 859.44 z a N c a n 36 L.F. 0.50% 21" R.C.P. R.C.P 21" R d PROPOSED WATER GROUND 00 W I U) c Q W w C el 0 0 0 0 0 GE SYSTEM 137 H3aNn I 0 I- V) 9,3 .F 2.59 F n Q 0 I-- 01 PROPOSED GRA EXISTING GRAD 858 .5o o� z O PROPOSED JU C. P 856• 0 WATER -1 BASIN) INLET w /MH 101 ;URB INLET 102 00'608 =•3'. eanQ Oivo) r 'ROPOSED GRAD R.C.P. NW R.C.P. SE 855.76 o_4 855.76 EXISTING GR ns z 40 L.F. J 0.50% 12" R.C.P 870 860 870 PROP 860 0 \c (144 PROPOSED UNDERGROUND RETENTION SCALE: 1"=50' HOR. 1"=5' VERT S 1"=50' H OR. 1"=5 VERT. DE (153) KI39> 38 870 860 N 143 a 860 24 24 IN 850 0 PROPOSED UNDERGROUND RETENTION /N 0 (105 SCALE: 1"=50' HOR. 1"=5 VERT. SCALE: r=50' HOR. 1"=5' VERT. ••••••••••11\ in 0 1 07) 0 0 ADE N 0 (08> 103> 870 860 I D 12" 0.50% �10T IS FJLL DEPT (SA \D) (oo)i LJ *Pr 4: SCALE: 1"=5O' HOR. 0 870 860 GRANJL_AR BACKF L_L_ 1"=5' VERT. E SCALE: 1"=50' HOR. 1"=5 VERT. 870 860 850 STORM SEWER 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 FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL 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 OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL SCALE: 1"=50' HOR. 1 =5 VERT. ADE DE 870 860 8" S.D.R. 35 P.V.C. 870 860 INV. 855.62 SCALE: 1"=50' HOR. 1 =5' VERT. SCALE: 1"=50' HOR. 1"=5' VERT. SCALE: 1"= 60' DE SE SW U c0 0 CD LO W J L� O 0 •3 CL Z J 0 F- (n DRAWN B BAH STOEPp No. i s 0 W D J 0 C 0 S &A JOB NO. 52605CTX Y: CHECKED BY: EEF SHEET NO. co w H- 0 z 0 z CY U C600 AN PLACE SECTION ONE CONSULTING ENGINEERS LAND SURVEYORS (317) 849-5942 9940 AHisonvMe Rd, CERTIFIED REVISIONS