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Home My WebLink About06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 07-0.7 o L9 +9 :c E: 864.79 N (C C C\ U 08'98 :3 ,QW POINT OF a 0 A it U L VOL: 865.58 Ni 00 N Cri o 0 81•6S +t :SO 865.35 N N iii U w 09'199 :30/3 STA. V 1( 0 +3585 POINT OF TANGENCY I S6'SS -'Ou 12" R.C.P. r INV.= 860.37 u7 N 23.45 40.00' VC +86.87 1( PROPOSED -0.70% GRADE J STA. 3 +41.72 "1.62% /ATI I�r c'TA Z ,IOG O ra R.C.P. 856.5: _2.08% 0% 0 70 +SJ 2.p 8. •0 8% 1 to„.-01 X6'69 +t' 'VIS I 8' 1 1 R N a I c 1- •i 6 0.64% >OA3 9L'ZS +O 'VI Or DAB ENCY STA. 0 +9 -0.70 w 1.6p•• 865.04 GRADE CHANG: INTERSECTIO 864.82 POINT OF CUR\ 864.50 GRADE CHANG POINT OF TAN �ZZ' PROPOSED GRADE V.C. EVCS: 2 +04.0 po ij [0'179 +L :SOAR L 9'L99 :]0AB GRADE CHANG Q_ IN1 ERSECTIO 917799 POINT OF CUR\ S 198 1 J jC POINT OF TANe 861.70 u C 'NIW 10 0 'FOPOSED JATEF L SL' 198 865.05 L9'1799 S9 864.40 12" INV R.C.P. 860.09 0 XISTING GRADE 863.30 Z 1'S98 'NIW 862.77 'ROPOSEO DATER 862.35 z II d LC) n 7 ti6 °198 U 19'199 98 'NIW t7S )POSED TFR 1 .00% N o 1 .50; 'NIW 1. 00% Z0' -S -0 7 52 +0 'V1S _2.0 Ic: VMT. STA. 0 +12 0 CTION STA. 0 +10 STA. 8 +29.25 STA. 8 +13.39 r' Q 8 INV.= S.D.R. 856.56 35 P.V.C. L9'S9 +S 'VJS z R.C.P V.= 857.65 v J STA. 5 +14.18 J STA. 4 +42.18 0 STA. 4 +05.72 (N ki PROPOSE WATER 1 2" Q o z 18" INV. 0 R.C.P. 856.2E FOE L 'V1S R.C.P. INV.= E57.63 0 1 ATURE STA. 1+ GRADE CHANGE 865.67 INTERSECTIOf 866.00 r_AAnF rNA 1.lr_F L9'S98 INTERSECTIOf b0'S98 INTERSECTIOf 865.54 (2 z 2 (2 L c INTERSECTION 865.08 GRADE CHANGE o GRADE CHANG rut IN 1 Vr i 7-N1V 863.26 z I c2 U. a ct L INTERSECTIOf 90'Z99 8" S.D.R. INV. 851.02 35 P.V.C. POINT OF CUR\ c9 GRADE CHANG: 9S'Z99 EX. EDGE OF P 863.00 BEGIN CONSTRU 9L'S99 ZL'S98 ZS'S92 92'S99 865,20 170'S98 99'1799 864.74 LL'17 98 864.94 1'S98 6Z'S98 865.47 865.62 865.55 'I OZ S99 Z9' 0'1799 863.80 SS'298 OS'S98 S I 8S'Z98 OZ 799 L6' 199 99' 199 6g i7L' 199 Z6'199 60'Z99 862.27 17 -°Z99 SL'Z99 -0.7 o ,QW POINT OF CURVATURE Ni 00 N Cri o 0 o: O w m DINT N N iii U w 09'199 :30/3 STA. V 1( 0 +3585 POINT OF TANGENCY I S6'SS -'Ou 12" R.C.P. r INV.= 860.37 u7 N EXISTING GRADE +86.87 1( PROPOSED -0.70% GRADE J STA. 3 +41.72 "1.62% /ATI I�r c'TA Z ,IOG O 15" INV R.C.P. 856.5: 0 70 +SJ 0 D •0 8% 1 to„.-01 X6'69 +t' 'VIS I 8' 1 1 R N a I c 1- •i 6 „17S t r 1 tNC;Y 51A. 4 +4 /.Z STA 4 +c,4 CIS 9L'ZS +O 'VI /ATURE STA. 0+ ENCY STA. 0 +9 865.04 GRADE CHANG: INTERSECTIO 864.82 POINT OF CUR\ 864.50 GRADE CHANG POINT OF TAN �ZZ' 8" S.D.R. NV.= 852.27 35 P V.C. GRADE CHANG Q_ IN1 ERSECTIO 917799 POINT OF CUR\ S 198 1 J jC POINT OF TANe 861.70 u C INTERSECTION 862.08 .UNVHJ 0 L SL' 198 865.05 L9'1799 S9 864.40 864.17 66'S98 Z9 179'S99 I L17'299 863.30 Z 1'S98 S6'Z98 862.77 09'298 862.35 z II d LC) n 7 ti6 °198 U 19'199 98 L6'199 2.08% .CHG. )+12 2.08 G .CHG. 3 29.11 GR.CHG. TA. 2 +41.90 TA. 4+69.94 IN RSECTIO STA. 8+38.39 1.36% 5 +50 5 +1 INTERSECTION 19 5+00 P. 1.46 .CHG. 7 33.23 co cr• o co GR. HG. 1.50% 6+ 1.73 :ET F 0.70% 1+09.56 P. 7.35 L.P. 7+50 7 +7, L. 0 +5 POINT OF CURVATURE STA. 1+34.02 END CONSTRUCTION STA. 8 +13.39 STA. 6 +23.71 W. INTERSECTION STA. 5 +85.67 STA. 8 +01.25 W. INTERSECTION STA. 5 +14.18 INTERSECTION STA. 4+42.18 STA. 0 +00 W. RIOT FOR \STALLATIO' OF STORM MAI \S, WATER V $A\ TARP MAI \S, WATER SERVICE LATERALS, S ARY SERVICE 'AL U \DIR CITY STREETS, REGARDLESS OF THE JJRISDICTION OF THE UTILITY, THE MINIMUV COVER FROM THE TOP 0= T E I\STALLE3 PAV -M TO T E TO OF THE INSTALLS PE S ALL BE THE PAVEMENT SECTION T IC< \ESA BITUMI \OUS AND AGGREGAT V ATERIAL ABOVE T E SUBGRADE) PLU`. 0" T E STA\ DARD PRACTICE OF THE UTILITY AT JURISDICTION OVER I STALLATI ON HAS REQUIREvENT, THE MORE SHALL GOVERN. POINT OF TANGENCY STA. 3+20.72 CURVE DATA A =53 °2905" R= 200.00' 186.70' 00.77' ci, °'9 °X ,3 °x I I BEGIN CONSTRUCTION STA. 0 +00 i -0. 8+00 :GIN CONSTRUCTION A. 0 +00 7 +50 7 +00 STREET B 0.70% GR.OHG. 4 IN RSECTIfN TA. 2 +41.90 TA. 4 +69.94 40.00' VC_ 6 +50 INTERSECTIO STA. 0 +32.76 STA. 2 +15.65 SE. 870 0 860 0 0 z 0 F- v I- z 0 U z_ DATUM FLAW 850.00 NNW 0 +00 LOW POINT ELEV 864.73 LOW POINT STA 6 +41.46 PVI STA 6 +40.67 PVI ELEV 864.66 A.D. 1.34 K 29.84 6 +00 CURVE DATA A=21°36'37" R =150' R/W L= 56.58' 1=28.63' INTERSECTION STA. 3 +41.72 STA. 2+19 S. 0 +50 5 +50 1+00 5 +00 HIGH POINT ELEV 865.63 HIGH POINT STA 4 +93.98 PVI STA 4 +84.18 PVI ELEV 865.75 A.D. -2.29 K 21.82 50' R/W VC 1+50 4 +50 2 +00 sR SCALE: 1"=50' HOR. 1"=5' VERT. 4+00 SCALE: 1"=50' HOR. 1"=5' VERT. 2 +50 3 +50 STREET A CURVE DATA A =23 °04'50" R =150` R/W 4 OF TANGENCY L= 60.42 4 +47.29 1=30.63' STA. 3 +00 3 +00 3+50 2 +50 LOW POINT ELEV 861.54 LOW POINT STA 4 +17.18 PV1 STA 4 +07.29 PVI ELEV 861.42 A.D. 2.32 K 21.58 50' R/W VC 4 +00 LOW POINT ELEV 861.58 LOW POINT STA 1 +80.53 PVI STA 1 +84.02 PVI ELEV 861.50 A F) 1 71 2 +00 4 ±50 POINT OF CURVATURE k- 4 +71.01 CURVE DATA A=13°51'32" R=100.4' L =24.1 T =12. END CONSTRUCTION STA. 4 +95.20 1 +50 0 N u`i rn H- (I) z 0 I- 0 F- z 0 0 0 z W 1 +00 PRO WAT LC) u7 oo 0 +50 i 0 +00 870 860 SCALE: 1 50' Ni co 00 DATUM ELEV 850.00 J c="i O Z J H W W DRAWN BY: BAH SHEET NO. S &A JOB NO. 52605CTX CHECKED BY: EEF m z z uJ U C400 END CONSTRUCTION STA. 8+38.39 REVISIONS ,QW POINT OF CURVATURE DINT OF CURVATURE STA. V 1( 0 +3585 POINT OF TANGENCY STA. 0+82.53 1V W TA. 3 +86.87 1( 1( 2.08% .CHG. )+12 2.08 G .CHG. 3 29.11 GR.CHG. TA. 2 +41.90 TA. 4+69.94 IN RSECTIO STA. 8+38.39 1.36% 5 +50 5 +1 INTERSECTION 19 5+00 P. 1.46 .CHG. 7 33.23 co cr• o co GR. HG. 1.50% 6+ 1.73 :ET F 0.70% 1+09.56 P. 7.35 L.P. 7+50 7 +7, L. 0 +5 POINT OF CURVATURE STA. 1+34.02 END CONSTRUCTION STA. 8 +13.39 STA. 6 +23.71 W. INTERSECTION STA. 5 +85.67 STA. 8 +01.25 W. INTERSECTION STA. 5 +14.18 INTERSECTION STA. 4+42.18 STA. 0 +00 W. RIOT FOR \STALLATIO' OF STORM MAI \S, WATER V $A\ TARP MAI \S, WATER SERVICE LATERALS, S ARY SERVICE 'AL U \DIR CITY STREETS, REGARDLESS OF THE JJRISDICTION OF THE UTILITY, THE MINIMUV COVER FROM THE TOP 0= T E I\STALLE3 PAV -M TO T E TO OF THE INSTALLS PE S ALL BE THE PAVEMENT SECTION T IC< \ESA BITUMI \OUS AND AGGREGAT V ATERIAL ABOVE T E SUBGRADE) PLU`. 0" T E STA\ DARD PRACTICE OF THE UTILITY AT JURISDICTION OVER I STALLATI ON HAS REQUIREvENT, THE MORE SHALL GOVERN. POINT OF TANGENCY STA. 3+20.72 CURVE DATA A =53 °2905" R= 200.00' 186.70' 00.77' ci, °'9 °X ,3 °x I I BEGIN CONSTRUCTION STA. 0 +00 i -0. 8+00 :GIN CONSTRUCTION A. 0 +00 7 +50 7 +00 STREET B 0.70% GR.OHG. 4 IN RSECTIfN TA. 2 +41.90 TA. 4 +69.94 40.00' VC_ 6 +50 INTERSECTIO STA. 0 +32.76 STA. 2 +15.65 SE. 870 0 860 0 0 z 0 F- v I- z 0 U z_ DATUM FLAW 850.00 NNW 0 +00 LOW POINT ELEV 864.73 LOW POINT STA 6 +41.46 PVI STA 6 +40.67 PVI ELEV 864.66 A.D. 1.34 K 29.84 6 +00 CURVE DATA A=21°36'37" R =150' R/W L= 56.58' 1=28.63' INTERSECTION STA. 3 +41.72 STA. 2+19 S. 0 +50 5 +50 1+00 5 +00 HIGH POINT ELEV 865.63 HIGH POINT STA 4 +93.98 PVI STA 4 +84.18 PVI ELEV 865.75 A.D. -2.29 K 21.82 50' R/W VC 1+50 4 +50 2 +00 sR SCALE: 1"=50' HOR. 1"=5' VERT. 4+00 SCALE: 1"=50' HOR. 1"=5' VERT. 2 +50 3 +50 STREET A CURVE DATA A =23 °04'50" R =150` R/W 4 OF TANGENCY L= 60.42 4 +47.29 1=30.63' STA. 3 +00 3 +00 3+50 2 +50 LOW POINT ELEV 861.54 LOW POINT STA 4 +17.18 PV1 STA 4 +07.29 PVI ELEV 861.42 A.D. 2.32 K 21.58 50' R/W VC 4 +00 LOW POINT ELEV 861.58 LOW POINT STA 1 +80.53 PVI STA 1 +84.02 PVI ELEV 861.50 A F) 1 71 2 +00 4 ±50 POINT OF CURVATURE k- 4 +71.01 CURVE DATA A=13°51'32" R=100.4' L =24.1 T =12. END CONSTRUCTION STA. 4 +95.20 1 +50 0 N u`i rn H- (I) z 0 I- 0 F- z 0 0 0 z W 1 +00 PRO WAT LC) u7 oo 0 +50 i 0 +00 870 860 SCALE: 1 50' Ni co 00 DATUM ELEV 850.00 J c="i O Z J H W W DRAWN BY: BAH SHEET NO. S &A JOB NO. 52605CTX CHECKED BY: EEF m z z uJ U C400 END CONSTRUCTION STA. 8+38.39 REVISIONS