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HomeMy WebLinkAbout1.04 Storm SewerI L / i UE UE E � 4T \ / / / IBSDMH-5--5' DIA STA 2+53.26-0.00 RIM EL, 5931.11 �� A IBSDMH-6-5' DIA \ STA 2+95.360.00 RIM EL. 5931.43 IBSDMH-7r5' DIA STA 4+41.480.00 RIM EL. 5924.20 1,\ ova 1 KEYMAP SCALE: 1 "=500' IBSDINLET-518" FES STA 0+15,14-0.13 RIM EL. 5926.30 WEST OUTFALL STORM SEWER PLAN STA: 0+00 TO 4+41.48 • 5o 0 25 GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 inch — 50 IL. 5940 5935 5930 5925 5920 0 0) N u_ tt0 u_� II 0000 > Iw IZ• � in v i I ui 0 wtnf0 Z - O J Z PROPOSED GRACIE AT -PIPE CEN I LKLINE 1 N. LN N II a n tr.) 000)iI to 'nZr + J>> S N J Z Z w Z Z 0 C2 En uljer (f) m o n I F 18' RCP 238.11 L F 0 4.600% 5915 1 8" 'VC SAN SEWER STA 2+45.46 TOP E 5919.33 12CP SSEVvE-R STA STA II2+27.'6 I\IV EL 5914.17 5910 11 ft- } 1- 8" RC z x v_ H co V) o c a) 0 to Q Z 0 O N N L}itn�NW CC N al _ + J > Z 1.1 co \ r 5940 0 4' 5935 5930 5925 42.10 L.F, 0.600% 5920 DIP WATERLINE EPRESSED ST • 3+05.45 TOP a 5922.70 5905 5900 EXISTING GRADE AT PIP= CENTERLINE \ /I -r I 5915 5910 4- 5905 WEST OUT -FALL STORM SEWER PROFILE 5895 STA: o+oq TO 4+41.48 5890 5900 5895 4-- 5890 1+00 2+00 3+00 4+00 5+00 6+00 7+00 > goZ 81i1 so O 0-� °N� >-.11- '" Z °b0 o zW ID0 <0 m o N X 0 U LL.6.1 ZctOp j0cj QWz1— 0�m w00Z Z> EriuJILIO maQ0 119 -J Z U m W 0 Z 0 CLIENT CHANGES w 0 N 9 O O O (0 0 0 to ., i N. rDm g 0 O >Sm N a.m Y U 4j t3 til U I- 0 0 u. 01603216-1, �:Zia 01 0 Oh SIA Z 3 21 m Li aA mm W z0 oo U W 14 9a ZZ N eV Lf 4Z 0-n! Z Hg EH x W > O at' bi nil zW Z WT S D ILU 0 ij re PROJECT NO. 2061064.00 PPSD 01 1 I IBSDINLET-3/-TYPE 13 COMB STA 1+00.00-0.00 FL EL. 5928.10 /IBSDOUTLET-1-5' DIA STA 12+84.60-0.00 RIM EL. 5901.58 0) N i 7 IBSDMH-3'5' DIA STA 3+32.920.00 \RIM EL. 5931.26 \\ I \ I \ I i IBSDMH-2-5' DIA STA 4+40.930.00 RIM EL. 5931.15 I IBSDMH-1-5' DIA STA 5+41.330.00 RIM FL. 5930.25 18" RCP 55 48.60 L.F. wr " s 17181.77RCP L.F. SS 5940 5935 • 5925 OUT ELEV=T5921.86 WEST OUTFALL STORM SEWER PLAN STA: 0+00 TO 8+40.69 -, II PROPOSED GRADE AT P CENTERLINE IF 5!20 5915 EXIST NC CODE AT PIPE CENT92LINE i i IBSDINLET-1 TYPE 13 COMB STA 6+15.60-0.00 /FL EL. 5929.36 18" RCP 25.67 L.F. (IBSDINLET-2-TYPE 13 COMB/ ,STA 5+89.930.00 FL EL. 5929.33 \f I 7 IBSDMH-9'5' DIA STA 9+33.480.00 RIM EL. 5932.05 ' / / / / 1BSDMH -8-5' DIASTA 7+61.71-0.00RIM EL. 5930.66 -7 IBSDMH-10-5' DIA STA 9+77.480.00 / RIM EL. 5932.40 i0 V) Ml co! O NI ed 3 Lor n� Q 0 II w1 Lo Lu Jit re);J 2 rn NcirbZO. 0 0 + J > t„ Z Z CO COi i i 18.E RCP 232.92 L.F, 1.327% 18" RCP 108.01 L,F, 0.500% 5910 5905 5900 IBSDINLT-2-TYPE 13 COMB rn STA 5+89.93.-0.00 rn -FL EL. 5929.33 < o 1 i 18" INV IN ELEV=59116.88 E oz. Leti. 1$" INTI OUT =LEV=5916.5$ in 2 cow t�w� • °n Zr- 0 BSDINLET-1'TYPE 13 C0PB -4- +>J > STA 6+15.60,0.00 L w ? ? -EL EL. 5929.36 118" INV IN ELEV=5916.45 118" INV OUT I ELEV= 5-916. 25 18" RCP 100.40 L.F. 0.508% 10" DIP WATER STA 5+95.76 TOP EL. 5924.54 8" RCP SANITARY SEWER ST -/+-6-+14.64---- _ TO' EL. 5920.80 } 18' RCP 146.11 L.F. - 25.67 L.F. ® 0.897% .0 01-896% 18 RCP - 48.60 L.F. 9, 0.494% 18" RCP 18" RCP STORM SEWE STA 8+15.59 INV EL. 5926.28 0 1 4. CO N NL{R 0 o 1 > o02 ww CO N to + J > > 0) Z Z 18" RCP 171.77 L.F, © 0.897% 10" -01P WA STA ' 0+01. TOP EL. 59 ER 7 7.22 8" PVC SANITARY SEWER STA 9+89.66 TOR _EL_ _5917.58La 18" RCP L- 44.00 L.F. ® 0.886% -I 50 0 25 KEYMAP SCALE: 1"=500' (U AI'IIIC SCAI,I? so 100 200 ( IN FI TT ) 1 Incl, 50 ft. 4- 5935 5930 5925 5920 I � D N J > 0 4 5915 5910 5895 t WEST OUTFALL 1 30? RCP ® 351 Cr- ri 5905 5900 5895 5890 r STORM SEWER PROFILE STA' 0+00 TO -2+65 95 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 5890 10+50 11+00 11+50 17+00 12+50 13+00 13+50 14+00 14+50 w z Q0 w O0N� zoNz r060 J_x F D'2 0 OD 9 QU ^m U N 0 >- m w 0 ct Z 0 CLIENT CHANGES w 0 N 9 O O O Z N 0 0 In 0 o_ N - co 0 • U ci r% ton os Z� Go L2 °9z t 0 Q WO • so • wN 0z Zz • a wa h • a 0 o mN Z� O0 Ct 1- PROJECT NO. 2061064.00 PPSD 02 5950 / IBSDMH-3r 5' DIA / \ STA 0+50.000.00 / ss RIM EL. 5931.26 / \ Ss \ i IBSDINLET-4 ' 3' TYPE 13 COMB STA 3+62.250.00 RIM EL. 5929.84 I I I I, /S• RED BLUFF CIRCLE STORM SEWER PLAN STA: 0+00 TO 3+62.25 A 50 KEYMAP SCALE: 1"=500' GIZAI'IIIC SCAL11; 0 25 50 100 200 ( IN FEET ) 1 ;1.011 50 ft. 5945 f 5950 5945 5940 5935 5925 5920 5905 5900 0 0 r) n -6 DIP WATERLINE STA 3+51.11 TOP EL 5924.21 1• 'I 1• LCD co U7 1111. w op Ntri N NFA) N 0) O to > in � O a 11 11 •> p w W w 2 �nWI- 1- �'trn0 D • J > 0 M W Z Z N� X0000 co 18" RCP 47.36 L.F t 8" DIP 'WATERLINE_ SSA_ 0+67.45— 10P EL 5926.07 /8" RCP 2.. _ 829; 111111 .I 5 PVC SAN SEWER. "" CONCRETE ENCASED1 TA 0+82.181 EL 5921.791 • 0 RED BLUFF CIRCLE STORM SEWER PROFILE STA, 0+00 TO $+62.25 1 4+00 3+00 2+00 1+00 0+00 5940 5935 -r 5930 5925 5920 5915 5910 5905 5900 0; Z Z —oro 00 2 N z 1-00 ix 60 FF o E �W l9 V0 N 0 W U 4, zrOF wz— (1)0231 ad=w ooF 2 upcto WOOZ mww0 111 6 mx0 Z U D >- 0 0 u) CLIENT CHANGES W 0 N 9 icr 0 0 z N (0 r4 0 Cl (1)r D m N () m o a. id O 0. al _ < - 0 0 ❑ n. N .. ii co r.I V 0 Oh .i 0; Z ai E No w ZM Gh W .zcix $8o Z " Z IL g 0 mu ID id Z �� OO 2 11.1 O c jN 1. NW Z! ZWZ T T R 05 m T ; a 0 0 161 or/ g Z co 0 O 0 0� Z mw �il� 3 0 PROJECT NO. 2061064.00 PPSD 03 vv v / V • \ 1 �/7v v v v IBSDMH-9-5' pIA \\ STA 4+40.55-000RIM EL. 5948.90 �: / / N. Nv �. N- j N N z �" � r N vmoi ��. -- I - � �IBSDMH Q 5' DIA STA 6+2,Y97,-0.00 vRIM 5931.51 ���� a , % �. �� / �/r CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-06700 IN METRO DENVER :ALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES »!r - \ �' p��'\ 181.42 .F.� 87A/ 20 L.F. %� 1A V A / / �/ <I - / \ � v v v v // I / i / / " IBSDMH-11-5' STA 7+09.170.00 \RIV EL 5928.13 DIA / 1 /( / IBSDMH 8-5 DIA � / % �: )TMAE0i0/ ti ' - - _I KEi'MEiP SCALE: 1"=500' 1 04-04-07 CLIENT CHANGES / /5930 / // ��f_ ��_ / �/ / � /1 �- / � I -���' �' Q /� i ' 1 �' 1 ;1 j'+I a + 1: 23.11 i ARC" � L.F. o ' m h --- I / l`< `b�N / / / / / / / f ; - / 13 COMB / // IBSDINLETSTA / ? 18 RCP ' 1 `25.67_1.F i� �opo 1 / IBSDMH-12-5' DIA STA 8+32.27^0.00 / / -L, I 0+E IBSDINLET- STA 0+50.000.00 ''q � / RIM EL. 5939.21 , ` 5 0� / TYPE 13 COMB / A 0+25.000.00 7/7/592481 RIM EL 5924.5+ 18 RCP / � 0 ..;f / / �l l r '` , r / / 10,, �� 4.64 L.F. // \ / , / / _ -> _ I IBSDINLET-9-TYPE 13 BSDINLE 9-TYPE 13 COMB �'' STA 9+06.920.00 I /STA 0+50.670.00 C. RIM EL. 5924.51 RIM EL. 5924.51 �_ 8" P ' ; �� IBSDINLET-7-TYPE 13 COMB 26.' = IBSDOUTLET-2-18" FES 18" SCP STA 0+75.670.00 + � STA 11+02.24-0.00r / 25.67/ L.F. / RIM EL. 5939.21 1 11 _ RIM EL 5915.18 GMB �a "'" l I /, l l /- 3 ts. 1 j / ; /' IBSDMH-135' DIA STA 9+33.41-0 00 BLUE HERON DRIVE TO RIVER BEND WAY RIM EL. 5924.89 !0 �-/ CRAP] IJ SCAIT, so STORM SEWER PLAN 0 ��: '� 200 // �/ /r�� ;�� � j ; I STA: 0+00 TO END , , ( TN I'III:T 1 inch 50 ft.. -- -----__- __-.--_ 1 PO 14) al 5950 5945 5940 COME 5935 (S) 36 (W (E) 5930 5925 5920 5915 __-..-.-_ -_--__ _..-_- - _-_.____-_ _.-_-__CalT'i t--. t _____-. ----1 i- M O N in a in ! 1 '? wo rNj N � II 'ON, La �co7�� j • a) a>rn � I--_ i iBSD NLET 13 o si , o o 5945 I6 ;TYPE S TA. 0+ COMB 50.00. 0.00 ^ N z ! L'jr L.,„ od -' LJ _----- _.. _._ __-_- _._. ~ 18' INV OUT ELF \ V=�� 5.46 w��-o J O �F `i 4Q�zz cn• �� mz 9 ----r—STA -6+2rrtI- b.Do I RIM EL. 59'31.51 18" LNV IN ELEV=5926_j1 IBSDI LET-pi-TYPE 13 ,zz COMB NQ�zz v + STA 0+ 0^'O.CO IF ~ m °�= fT e e. n II RIM L 59 4.51 + �I m " ROSE RANCH, LLC 'G°UNC, HIGH .D COUNTY, CLOLRADO N--/ \'A� RONBRIDGE H H OE 14 FORM SEWER cr, Is _f LN AND PROFILE /NE- JJ - PO N to • _ r z o i ��ww o�oo - - IBSDINLET-9-TYPE S A 0+50.6710.00 13 11" DIP WATERLINE �� v� ` RIM EL. 5924.' 1 STA TOP 0+54.83 p_ 5933.91 -�') 18" RI P 25.6 L-.F-- -- 18" 227.14 RCP T - b r- iv w H. - o °' z o o r u It w STA RIM 9+06 EL 5 92^-0.00 24.51 - - �►_� I 1 «" INV IN ELEV=5917.36 IN ELE - V-5917 L.F. �i >> ate? " z z , wEEV-5a}&.11 1-8" 1N V 1111 EEE V- 5917. W INV OUT € 5930 ® 1.0l0% © 1.000% 18" 37.74CLF �_ - - cow r Z Z N rn J w ? 18" INV INS 18" INV OUT ELEV=5917.6 ELEV=591 S ( ) (E) 1:" RCP ®1, , N z .41 00090 - 1 1 8.. 81.g RCp a � >coowzz a IBSDMH-13,,, DIA EXISTING 4" © -ORCE! 231% MAIN • ®3 0z/ .. r=- n o TA 19 RIM EL. '18" INK/ 33. 592 IN E --0 .85 EV=5e15.62 TOPE . 3918.48 ST TO 0+68.06 EL 5922.91 10" DIP WATERLI E 20 CO d' /...P 67 R PIII OUT ELEV5915. 2 SU TOP 0+44 8 3 EL 59'6.63 - - - t - STA -6+ OA ! _ 3 p FI18HJN 590 OP EL 5925.27 OOq ° 118.. 23ppOq• RCP , 1 13'l PV• ' SAN TA 4 $EWER 25.76F 8" PVC S N SEWER ®3 ` 18.. \' ,. EXIStING 8' PVC STA SAN SEWER 0+34.83 TO" EL 5015.69 SOA 4+94 STA EL 5.15.15 26 13• 74.64 CP Cr° Op • 18 09� Q , IBS0:OIITCET-2 18- FES 18A I1 V OUT 10.00 9 ELEV 5910.6 f -TOP €L 5916.35 ! R CP 26.4 3.pppq 1, 1- INLET-8 TO INLET-9 _ 0 W CA i - 1a" cr 1 168 RCP ®2, 85ggF , STORM SEWER PROFILEct 5910 -1 , STA: 0+00 TO END 5905 L EHE"ON �RIV/E ORI EI B: N© AY PROJECT NO. 5905 2061064.00 TCR `/`�' E EFt P OFIL 5900 STA., 0+ I i fiO-EN D 5900 PPSD 04 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8304 9+00 10+00 11+00 12+00 0+0_0 1+00 l 18" FES STA 3+11.45 INV OUT 5916.03 6.00' WIDE EMERGENCY OVERFLOW WEIR POND 1 OUTLET STRUCTURE -TYPE D STA 3+02.18 RIM ELEV 5919.00 INV OUT EL=5916.14 . 21, d • 1eD \ // IBSDINLET-11-TYPE 13 COMB STA 0+75.660.00 RIM EL. 5932.83 18" FES STA 2+08.04 INV OUT 5918.78• • • • 07 \ IBSDINLET-10,-TYPE 13 COMB STA 0+50.00-0.00 RIM EL. 5932.86/ a-_ i N SOUTH OUTFALL STORM SEWER PLAN STA: 0+00 TO END 50 0 25 KEYMAP SCALE- 1"=500' GRAPHIC SCAIJ? 50 100 200 ( IN 1911.9 1 inch 50 ft. 5940 IRSDINI FT-1()rTYPF 13 COMP 4- 5940 STA 0+50.00 RIM EL. 5932.86 L AMY OUT FI FV=8929 02. 5935 5930 IBSIDINLET-11--TYPE 13 COMBINATICN STA 0+75.66 RIM EL 59284 INV IN ELEV=597.74 INV OUT ELEV= 927.54 18" RCP 32.41 L.F. 0 6.616% EkISTING GRADE AT PI E CENTERLINE 5935 5930 PROPOSED GRADE AT PIPE CENTERLINE 5925 PVC 5920 18" RCP 25.66 L. 0 5.0007 AN S=WER FORCE MAIN DDEPKLSSED S A 0+55.83 TOP EL=5927.23 5915 5910 18" FES STA 2+08.04 NV OUT EL=5918.78 17" DIP WA DEPRES�ED STA 0+ 9.44 TOP EL 5926.55 PON STA RIM INV 8" PVC SAN SEWER -STA 93 0 TOP EL=592 .11 D 1 OUTLET STRUCTURE -TYPE 3+02 18 EL.- "fig U0 OUT LEV=5916.14 PROPOSED GRADE POND 1 100 YR WATFR_S_URFACE EL=5919.00 18" ST. INV 10.73 LF 18' RCP 0 fi-00% FES 3+11 45 OUT L=5916.03 r 1 r 5925 5920 5915 5910 5905 5905 5900 5895 __SOUTH OUTFALL 5900 STORM SEWfRPROFILE STA: 0+00 TO END 5895 5890 1 -t 5890 0+00 1+00 2+00 3+00 X z Z op°NQ 00 04 - I-061,0 Jxb00 W S z CO <0 - V av m 0 In rr 0 iszy ZZ0} >007 0WS aduiTo 01-2 N0° ZOOD 7KWO woQtreX JX11.10 o w� NO. DATE REVISION BY 1 0404-07 CLIENT CHANGES RCE CLIENT CHANGES N O Eno u1 .. 2 _,m _ --co(I)m o N a. u w 0 f1 ox a 0 0 L 0 0 H0 J J W it UU QI' z = m0 0 WO ZI Z °J -OZ cc 1) PROJECT NO. 2061064.00 PPSD 05 1 1 1 ,t 1 46.81 L.F. 18" RCP ® 2.22% 18" RCP FES STA 2+45.57 INV OUT EL=5899.12 IBSD OUTLET 3 - TYPE D STA 2+92.38 RIM EL=5902.90 INV OUT EL=5900.16 �1J 13.50' WIDE 1, EMERGENCY; OVERFLOW WEIR 1 1 1 1 1 1 1 POND 3 EP - IS: 19.84 L.F. 18" RCP ® 2.67% 1 14.70' WIDE EMERGENCY OVERFLOW WEIR 18" RCP FES STA 2+81.08 INV OUT EL=5909.07 IBSD OUTLET 2 - TYPE D STA 2+61.24 RIM EL=5912.00 INV OUT EL=5909.54 - - MEN INN 5915 -7 POND 2 0+00 -I- 50 0 25 KEYMAP SCALE: 1"=500' GRAPHIC SCAI,R 50 100 200 IN FEET ) 1 inch 50 ft. 5925 5920 5915 5925 1- 5920 5910 5905 10010? WATER SURFACE E_=59012.90 t 00- 4Th WATER RF AGE EL= $912.00 EXISTING GRADE IBSD OUTLET 2 - STK 2+--81-.24 RIM EL=5912.00 INV OUT EL=5909 TYPE D 54 5915 EXISTING GRADE 4-- 5900 5895 5890 PROPOSEL GRADE - t IB`D OUTLET 3 - TYPE D STA 2+4 .57 RIM EL=5902.90 INV OUT EL=5900.16 t 4 - GRADE 18" STA INV 1984 L.F. 18' RCP C� 2.37% RCP __ES_ 2+81.08 OUT E_=5909.07 5910 5905 18 RCP FES STA 2+92.38 IIUV OU- EL=5899.12 r 5900 __46_a LE, 18 RCP ® 2.22% 5895 5885 5880 POND PROFILE HCR 1"=50' VERT 1 '=5' POND PROFILE H u R 1"=50' V:RT 1'-5' 1 5890 5885 5875 T 5880 1 a T 5875 1+00 2+00 3+00 4+00 1+00 2+00 3+00 4+00 Z O00 0 t5,S°0 0 00 N2 Z0 NZ b0 0 JW O 0 P:l ww . JW —V a0 01 0 W ILD aoRD Cati Cpm 001 (0121-2 ((p e 0 WOOZ oxa� mO$D al X LtlJm X0 < WZ NO. DATE REVISION BY 1 04-04-07 CLIENT CHANGES RCE CLIENT CHANGES W 01 0 wU U 2 1- 0 0 4 0 z W z z W re z 0 0 0 r.r co co0 0 0 0/ zom � I:Ww Ew oz cox Za et 0 U va Z a 0m 80 E 41�tZcno 7 om= 8 o zw �a n w O o ta J - J Uo pZ ° Z C4 0 CI) ChZ (1) 0 ZO 4 CO • w "" a - is 0 PROJECT NO. 2061064.00 PPSD 06