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, <br />a. <br />EX422, PL422, SP422, UE422 <br />1 - <br />L <br />CI: <br />N <br />0 <br />rn <br />L <br />0 <br />0 <br />0 <br />sTh1 ,WH <br />RIM. 546377 <br />/NV /N (N) 5452.54 <br />/NV /A/ (S) 5453.12 <br />/NV OUT (E1 545245 <br />S.LMJIlH <br />R/�L/. 546544 <br />/NV OUT (E) 5459.37 <br />/NV OUT (N) 5459. 13 <br />/NLET <br />N/ 4172 ORATE <br />TOP CONC. 5465.5 <br />/NV air (5) 546219 <br />/NV /N (Yv) 5459. 12 <br />ST41 /NLET. <br />Wf 4.k'9' 4W1TL GRATE <br />TOP 001/0 5464.7 <br />/NV /N (N) 5460.38 <br />c9: <br />°z <br />T <br />8" --RCP <br />73..3 <br />.d- - <br />0.15% <br />6 LF 15" -RCP <br />2, LF_2" ST(P <br />PARKWOOD SUB. <br />0.111111110 <br />TYPE '13' INLET <br />GRATE 42.50 <br />INV OUT 39.59 <br />20' STORM SEWER <br />EASEMENT <br />STD 8" FH <br />ASSEMBLY <br />/ <br />WATER SERVICE <br />•...... • .. 3/4" -TYPE K <br />COPPER W/ <br />C.S. (TYP) <br />L32.71 LF - ST <br />12" @ 1% <br />15' TYPE 'R' INLET <br />IL 40.50 <br />INV IN 38.20 <br />INV OUT 38.00 <br />SAN SERVICE <br />4" SDR35 @ <br />2.00% (TYP) <br />8" CV • <br />72.5 LF 8"-W __ Y <br />J <br />11 <br />## ( 30' ACCESS <br />## / EASEMENT <br />• 1 <br />### <br />##4 <br />111 <br />1 ### <br />STORM CLEANOUT <br />%INV 38.53 1111 <br />26.1 LF 8"-W <br />8" TEE <br />W/T.B. <br />&8"GV <br />CROSSING <br />B.O.P.-ST 37.8 <br />T.O.P.-W 36.1 <br />49.75 LF - ST <br />2-15" 0 0.50% <br />## <br />EXISTING FH <br />TO REMAIN IN PLACE <br />EX. SSMH <br />EX. INV. IN 26.14 <br />EX. , INV OUT 26.04 <br />1 <br />esapin ..,a .1...* f ,.restie 611.14........, <br />WALNUT LANE <br />%390-27-87 PVC P.7!:."7:: JX <br />55/1/-1 <br />174,1 31.99 <br />/NV /N (N) 20.07 <br />//W OUr (E) 79.98 <br />[ ;_- 2 <br />SSMH <br />INV 36.29 <br />30' UTILITY <br />EASEMENT <br />REMOVE ±9 LF <br />12" STLP (SQUASHED) <br />aD ' r <br />.. <br />� <br />•I <br />SSMH # # <br />INV. IN 35.00 I <br />INV OUT 34.80 <br />CROSSING <br />T.O.P.-S5 33.1 � <br />8 �e <br />1111- I <br />I- <br />ts- <br />tFSTMH <br />1111 II INV. IN 36.87 <br />INV. OUT 36.77 <br />`341„ <br />®p2pg- <br />15' TYPE 'R' INLET • :" 1 <br />Ft. 40.50 <br />INV IN 37.75 <br />INV OUT 37.00 <br />1l <br />r'. 1 20' DRAINAGE: <br />EASEMENT <br />8' DRY UTILITY <br />EASEMENT <br />STORM <br />SEWER B <br />/ <br />30' UTILITY <br />EASEMENT <br />45° BEND <br />W/ T.B. <br /># <br />20' UTILITY <br />EASEMENT <br />45° BEND <br />W/ T.B. <br />I,` <br />22Y2° & 11W <br />BEND W/ T.B. <br />8" GV• ..._.j <br />/ <br />/,, <br />/`b <br />22Y2° & 11W <br />BEND W/ T.B. <br />/ <br />SSMH <br />INV IN 33.76 <br />IV OUT33.56 <br />STD FH ASSEMBLY <br />8'x6" TEE W/ T.B. <br />6"GV, 29.5 LF 6"-W <br />7 <br />I 18" - ST1 <br />127.50 LF @ 1.00% <br />I \ <br />`l <br />\1 <br /># 31.00 LF - STS' <br />#21" @ 0.40% <br />LF 8"-W <br />11 21" <br />INV. <br />20.301 LF - ST <br />`\18"@0.40% <br />\ 11 <br />- /GRATED MH�- %«INV. IN 36.82: . - .18" FES <br />INV. OUT 36.62 <br />INV 35.16 I <br />11 <br />E <br />0 <br />C; <br />1 <br />@ / <br />N)# <br />1 <br />## <br />FES <br />36.50 <br />1 <br />MODIFIED TYPE 'C' INLET <br />GRATE 38.5 <br />INV IN POND 35.50 <br />INV OUT 35.27\ <br />STORM <br />SEWER A <br />30" FES <br />INV. IN 36.00 <br />STMH <br />INV. IN 36.13 <br />INV. OUT 36.03 <br />13.70 LF - ST <br />30" @ 0.20% <br />00A.M. .1101. tat. MM. KM OW. MTV W.. 049ax9P naRLV, 6,Ona. Walt a0.0. MGM aaValato Mt,. OM. IMMO Oft,. aaVgnta* CebelRa 810.2. MO. OM. OM. <br />jtiliiiiiii�iliilii�i.in1u4111111111111u1n.n1�nnlnn�nn111111 <br />CHARLESKEIM&ASSOCIATES, /NO <br />Consulting Engineers <br />171 1 15th St., Suite 200 <br />Boulder Colorado 80302 <br />voice: (303) 447-0090 <br />feat (303) 449-17-41 <br />emai/. okassoccuswestnet <br />DESIGNED BY: MFA <br />DRAWN BY: MFA <br />CHECKED BY: CRKMOO .084, <br />MODIFIED TYPE '13' <br />GRATE 40.90 <br />' INV OUT 38.09 <br />SCALE: 1 "=40' <br />DATE: 7/18/01 <br />DRAWING NAME: 422MUP <br />N <br />418211418211Pm V, .4[609 WM .01. Obit. WM. MOM mY.TH .A 4.14191, OM" <br />INLET <br />W. SPRUCE ST. .8.�. -..� -S,..m <br />CONNECT TO EX. SSMH SPRUCE LANE SUB. <br />RIM 43.26 <br />EX. INV IN 32.38 <br />EX. INV OUT 32.23 <br />No. DATE - REVISIONS <br />1 9/5/01 - City Comments <br />BY No. DATE - REVISIONS <br />4 <br />6 <br />I CHASE <br />10'x0.5' <br />INV 35.00 <br />EXISTING FH <br />=ILL <br />WAN. <Ma. meow ON.S3 .o\f‘l esso <maw ewer cum 4163.> •6401M avow <br />elYnnia <br />2' PAN W/ 0.5 CURB HEAD <br />48.17 LF 0 0.40% <br />BY <br />06111.41, <br />4:031.0 80.40 1176(40. 40Matil .010 0311404 ogaaar OM.* PAN. 01092110 ettemm <br />FISCHER FARMS <br />LOUISVILLE, COLORADO <br />40 20 <br />SCALE: 1" = 40' <br />20 40 <br />80 <br />LEGEND <br />SC; ID-- PROPOSED SANITARY SEWER MAIN <br />EXISTING SANITARY SEWER <br />PROPOSED WATER <br />EXISTING WATER <br />ST e- PROPOSED STORM SEWER MAIN <br />-- - -9-- EXISTING STORM SEWER MAIN <br />1111 TYPE 'R' INLET <br />si TYPE '13' INLET <br />c<1 FLARED END SECTION <br />FIRE HYDRANT <br />WATER VALVE <br />MANHOLE <br />THRUST BLOCK <br />01111111111111111111114 <br />0 <br />CD 0 <br />1-4 <br />NOTES <br />1. Pothole and verify location of existing stubs. Contact <br />Engineer if location is different than shown. <br />2. Pipe dimensions shown on these plans are from center to <br />center of structures, manholes, inlets, tees, bends, fire <br />hydrants, etc... Type 'R' inlets are dimensioned to the <br />center of the fall coincident with the E., unless other- <br />wise noted. <br />10- F-(ipt (41 <br />SHEET <br />FINAL UD <br />MASTER UTILITY PLAN <br />JOB NUMBER: 00-422 <br />POSITION EDGE OF PRINT ON THIS LINE ' <br />8V9GO H38Vdf1N A8 8308038 <br />NOI1V1:1Od800 0101-1 NVId <br />VIN8O311V0 '3NIA81 <br />1 <br />POSITION EDGE OE PRINT ON THIS LINE <br />8V9L0 838Wf1N A8 830E1038 <br />POSITION EDGE OF PRINT ON THIS LINE • <br />8V9LO 83801f1N AB 8308038 <br />NOIIV110dd00 010H NVId <br />b1N1:10311VO '3NIA1f1 <br />3NI1SIH1 NO 1NIN4 JO 3903 NOIIISOd <br />8V9LO 83801f1N A8 83081338 <br />NOIIVBOda00 0101-1 NV1 <br />INd0311V0 '3NIAFi1 • <br />t:138Wf1N JNIMVUI <br />1:1381Nf1N ONIMV8a <br />1:138W(lN SNIMVUO <br />- n <br />rn <br />33 <br />1.1 <br />cD <br />Cn <br />0 co <br />rl ea <br />o <br />