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SUNCADIA - TRAILHEAD - PHASE 1, DIVISION 12
<br />RIM=2270.17= / A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. IE= "(DROP INVERT)
<br />IE= KITTITAS COUNTY, STATE OF WASHINGTON
<br />IE -
<br />0 30 so
<br />Ex SDCB-TYPE 1/0
<br />SCALE.
<br />SCALE: 1'=30' - RIM=2270.78' 9
<br />/ /
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<br />/ EX I
<br />VERTICAL PIPE
<br />EX SSMH X� / --_\ rop EX SSCO
<br />RIM=2266.86' (NOT SET)
<br />IE 8" PVC (CTR)=2260.63'
<br />/ \
<br />EX SDMH
<br />\�\\ RIM=2265.49'
<br />iL\ IE 24" CPP (NW)=2260.84'
<br />/ / j _� / ,/ / � •-'� �,�\�� (2\`\`\'IE, 24" CPP (SE)=2260.76,
<br />$
<br />3,599 S.F. \\ v \ \\\
<br />MIN.
<br />FF=2266.00-- \ + 1 \
<br />EDGE ASPHALT
<br />EX SDCB-TYPE 1E_ 7 /1 \ ✓� / { { {
<br />RIM=2267.99' // / ^� r 1 l 1 \ \ \
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<br />THE LODGE AT SUNCADIA CONDOMINIUMS / / / / - - \ {
<br />MIN.' 16 S.F.
<br />EX SDCB-TYPE 1 -
<br />/ RIM=zz67.97 // - FF=22 6.00 1
<br />/ EIE / F / /� 3,063 S F.
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<br />/SSMH
<br />RIM 2264.36' / / .,20Y' ,3,224 S.F.7` ` ' \\ ,: 24" ¢ CPP
<br />IE (CTR)=2259.06' -- `� - IE 226x.64'
<br />//FF=22IN.
<br />5.00- 3069S.F\ �\
<br />ell/ / / \ r� / I I / \ \F
<br />3 MIN.
<br />EX SDCB-TYPE 1 / /h°/ / 3,75�,S.F. -i` SID - -- F=2264.30
<br />RIM=2266IE4'
<br />IE= �\
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<br />EX/SSMH ' I
<br />RIM =2263.22'
<br />IE (CTR)=2258.32' o
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<br />EX SSMH / / -x
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<br />l FF --226A
<br />10
<br />0 3,230 &F.
<br />\ / _-,GE/ OFjSR _ \ \ \ 1 L I 12" ¢ CPP
<br />/ 1a,! 2,959 S.F. \ \ \ \ r �, ) E=2260.63'
<br />/ IN.. - 1 /
<br />3,4/3 S.F-FF=2 64.30 3,253 S.F` \ \ /
<br />RIM=2265.96' N /" �' ,� 12 ¢ CPP
<br />IE (CTR)=2257.46' N , 11 ( { '� TRP TAC - 1 -. O MIN. �, I iE-2259.8 i'
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<br />S.F,„ 1',557 S.F. /�\ \F=2263.6011,\\\'
<br />� \ t y//\ 12' o CPP
<br />� / � � / \ F=2263.60 \\
<br />EX SDCB-TYPE 1 ' \ ) 'yz� / \ \ \ ( I' 3� \ \4 $ \ - IE=2258.58
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<br />RIM=2265.43'
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<br />EX SSMH
<br />RIM=2263.03' \
<br />1 IE (CTR)=2257.95
<br />\
<br />EX SSMH
<br />RIM=2264.28'
<br />IE (CT'RR))=2256.53'
<br />EXISTING 30' DRIVEWAY AND UTILITIES \SDCB-TYPE 1
<br />EASEMENT - RIM=2263.94'
<br />AFN: 201312120012 IE=
<br />IE=
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<br />SD \ 12SD
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<br />\ - � I I \ I EX SDMH IE=2256.88.
<br />2265 1 N 1• { LRIM=(NOT INSTALLED; \ \� \\\\ '•; 1;; / \ IE=2257.51'
<br />EX SDCB-TYPE 1, IE 15" CPP (NE)=2258.81' \ \ \\ \1i,,I,-1 / \ 1 24" ¢ CPP
<br />RIM=2262.14' \ IE 15" CPP (SW)=±2258.71' \ \\ �'' \ \ E=2257.32'
<br />X ` \ IE 15" CPP (E)=2258.99' \2
<br />11E 15" CPP (W)=2258.99' 6SIE
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<br />Ex SDCB-TYPE 1� \\ \ \ \\ I - i 1 \\\ •� \ / \\ \\\\ L___- �S
<br />\ / ' { RIM=(NONE INSTALLED)
<br />2265 \ \(COVERED WITH FABRIC) \ \ \{\ \ \ \ \\ ` \ ` \ \ \ \ 24" ¢CPP
<br />-\\~'G,/ \� i j IE \ \ / - \ \\ \ \ \ \ A \\ \ \ :\ \n \ \ \ I IE=2257.28' 24" ¢ CPP
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<br />FORC Ite1N PUMP�V•A\ O0,
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<br />EX SDCB-TYPE 1 �� \ \ \
<br />RIM=2264.03' i� \ \ \ ` \ \ \ \\ \\ \ ^ \ / \ - ~, / _ JIE=
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<br />RIM=226..A=_/ \ \ \ \ \ \ / \
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<br />-=2257.80'/ / \ _ 8" 0 CPP
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<br />EXISTING 10' UTILITIES EASEMENT, \ \\ \
<br />AFN: 200712190001 & 201001270024 \ w'
<br />EX 4" Di / 1
<br />\ \� VERTICAL
<br />RISER
<br />\ \ \ \\ "AUTOSPKR"=� G A
<br />I SHEET NOTES:
<br />1. ALL PROPOSED STORM PIPE SHALL BE CPEP UNLESS OTHERWISE SPECIFIED.
<br />2. ALL PROPOSED STORM STRUCTURES SHALL INCLUDE FRAME AND GRATE UNLESS OTHERWISE SPECIFIED.
<br />3. ALL PROPOSED FIRE WATER MAINS SHALL BE PVC, C900 UNLESS OTHERWISE SPECIFIED.
<br />4. ALL PROPOSED WATER SERVICE SHALL BE POLYETHYLENE UNLESS OTHERWISE SPECIFIED.
<br />5. ALL SEWER MAINS AND SIDE SEWERS SHALL BE PVC ASTM D3034 SDR35 UNLESS OTHERWISE SPECIFIED.
<br />6. ALL WATER AND SEWER LINES SHALL MAINTAIN A 10 -FOOT MINIMUM HORIZONTAL SEPARATION.
<br />7. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TESTING REPORTS TO THE PROJECT ENGINEER. TESTING SHALL INCLUDE BUT NOT
<br />LIMITED TO COMPACTION OF TRENCHES, BASE, GRAVEL, AND ASPHALT PRIOR TO THE ACCEPTANCE AND CONVEYANCE OF THE
<br />IMPROVEMENTS.
<br />8. CONTRACTOR SHALL PROVIDE A SUBMITTAL PACKAGE FOR REVIEW OF PIPE, VALVES, ETC. AS PER INDUSTRY STANDARD. SUBMITTAL
<br />PACKAGE SHALL BE DELIVERED TO PROJECT ENGINEER FOR REVIEW.
<br />LEGEND:
<br />�rwnoronv
<br />STORM MANHOLE
<br />STORM LINE
<br />SANITARY SEWER MANHOLE
<br />SANITARY SEWER CLEANOUT
<br />SANITARY SEWER MAIN
<br />BUTTERFLY VALVE
<br />FIRE HYDRANT
<br />DOMESTIC WATER MAIN
<br />I
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<br />F--
<br />24"
<br />24" 0 CPP
<br />IE=2254.68'
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<br />SD
<br />SS
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<br />KITTITAS COUNTY
<br />APPROVED FOR CONSTRUCTION
<br />THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC
<br />WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF
<br />KITTITAS COUNTY.
<br />DIRECTOR OF PUBLIC WORKS
<br />1116.
<br />DATE
<br />APR 0 3 1011
<br />kjt a -,
<br />INDEX LOCATION
<br />SEC. 19 T. 20N R. 15E W.Iv
<br />19
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