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T1-1 PARK A7- C C
<br />BLOCK 2
<br />77-/E6
<br />EX.QMH
<br />I
<br />-r
<br />•
<br />111111111x 1
<br />•
<br />0
<br />L
<br />Ai 41=
<br />EXISTING 12" W/L
<br />-,---TT
<br />....
<br />-FL -
<br />T O. W =-
<br />5304.0
<br />I
<br />I
<br />T.O. W. =-1).9
<br />5304.0
<br />1
<br />4co
<br />FL=5.300.87
<br />5'!
<br />PARK AT CTC
<br />BLOCK 2
<br />COLORADO TECHNOLOGICAL CENTER
<br />FILING NO. 3
<br />FINAL PLANNED UNIT DEVELOPMENT
<br />LOCATED IN THE SOUTHEAST QUARTER OF SECTION 16, TIS, R69W OF THE
<br />6TH P.M., CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADOw
<br />EX1S77NG 10" PRESSURE SEWER
<br />EXIS77NG 8 S/L
<br />14' UTILITY,
<br />LANDSCAPE
<br />ve SIDEWALK...
<br />EASEMENT
<br />111
<br />FL=5298.7
<br />FL=5299.5
<br />FL=5299.8
<br />FL=5302.
<br />6" WA
<br />& H.
<br />_4_04 LAim_,51 U77LITY
<br />_ EASEMENT
<br />L-5300.041
<br />FL=5
<br />1
<br />PRIVATE 8"
<br />FL=5300.1b
<br />FL=52997 "
<br />i I
<br />FL=5298.6 I
<br />FL -52..0
<br />T.O.C.=5J00'.3
<br />T.O.C.=5299.61
<br />t
<br />CATCH
<br />URB
<br />529,9
<br />114-
<br />I I I
<br />- TI1 111
<br />FL=530C 0
<br />FL=5300.3
<br />=5299.4
<br />FL -=-5 !99.1
<br />I 20' EMERGENCY
<br />ACCESS ESMT.
<br />15' SANITARY
<br />•
<br />SEWER ESMT.
<br />co
<br />5' TYPE 'R -LET
<br />FL=5298.
<br />(I)
<br />\_6» W/L
<br />de
<br />0cF1-I
<br />t.A • •
<br />N-3
<br />7:0. C. =5299.1
<br />(
<br />_.1]
<br />tr
<br />TYPE
<br />"T.O.C.=5299.6 1-11
<br />--- 4
<br />11-t
<br />13
<br />.1 .... ' ;.• • ' • • • " ' .4 CA'
<br />..: ..•;•;.....'... ::. i . •:1:1 4. '4.1... 4'1. ' . , • NtENAH R -4990 -DX, TYPW A TRENCH GRA t c
<br />7 ••Ii -71- 2-77:7=..H • • - . ' . '. . 7r,". a •
<br />: ej •4 • . . .i, . 14 ! . 1 • •• • , • • !-. •
<br />..4?....„,
<br />• . p
<br />'.. ...-- . ' • RETAINING WALI. . 1• •
<br />• +1,1••••°••Itt 1,-..-1 -----:'-' : • • ..• ' 7 -- ---•2 -4,11'. l : ••••• •1 • . 4. * . 0 • • • ••• . . • ' .
<br />•. A • .4
<br />• 4 ''' ' 4 .. ....- ,i1 -i.,:.4..: . . C 0N CO E:71 ; ....: 'I..: ... . : • . .
<br />9 ,.
<br />4434 . • .'
<br />: 4
<br />ki•A if •• • ri 4. . . 1 .4 .
<br />• • . •• • __. 4
<br />5298
<br />5298
<br />NI 1
<br />5297
<br />11611.1d- a•ae.••••.. •41, •••••••••.•• 1.41•••••,,,, •••• WA/ t•••••11.111.••X ,41.141.•11µ4•1•4
<br />•••:••. ••••
<br />saw Ssss •••••. s.amos amm-as
<br />EXIS77NG 12" W/L
<br />EX. SMH
<br />CHERRY STREET
<br />5296
<br />10' TYPE 'R' INLET
<br />THE PARK AT
<br />BLOCK
<br />MIN .0! !NM NM!
<br />S89'34'04"E 788.53
<br />EXISTING 8" S/L
<br />5293
<br />=I!
<br />L
<br />•)•i-
<br />4°4--* 1117 X SMH
<br />403
<br />EX. 8" WA STUB
<br />>411 EX. 8" SASTUB,..,
<br />EX/STING 12" W/L
<br />!NM
<br />EXIS77NG 10" PRESSURE SEWER
<br />Wad. 4 wo......o.•;..; •no,o,
<br />•
<br />r Tr
<br />.......•••••• • •
<br />•
<br />•DfAVAlb...• ••••••1656•66f
<br />EXIS77NG S/L
<br />30' FL -FL
<br />529_
<br />18: HDPEP PRIVA 7E
<br />CATCH CURB
<br />. FL=5296.7
<br />FL=529Z4 10' TYPE 'R' INLET
<br />TWE 'R' INLt
<br />18" HDP
<br />•••••••••• --±.
<br />- -
<br />111
<br />PHASE II BUILDING -4
<br />i
<br />F.F.=5301. 0
<br />-1--.........---,----
<br />- -
<br />irr
<br />4 - -
<br />1
<br />CURB & GUTTER
<br />TO BE REMOVED
<br />•:-.5304. 5
<br />B.O. W.=5297. 0
<br />- El
<br />•
<br />I
<br />. •
<br />.• • • • 1
<br />1
<br />t • •
<br />' II
<br />TO.C.=5300.2
<br />d
<br />. . .... , . ..• • • •...,
<br />11=595.7
<br />PR A7t
<br />\I \
<br />10' TYPE 'R'INLET' .
<br />\\ II I 1 I \ • •
<br />\
<br />FL=529Z6
<br />SPILL CURB
<br />FL= -529Z0
<br />5298
<br />FL=529Z 7
<br />FL=5298.0
<br />14' U77UTLANDSCAPE
<br />Y,
<br />& SIDEWALK
<br />EASEMENT
<br />5292
<br />f7g
<br />11111111•..
<br />EX. SMH
<br />•ic
<br />SPILLEURB
<br />EL=5198.1
<br />• 1 i 777;
<br />'FL=5298.6
<br />T.O.C.=5299.3
<br />3' TRICKLE
<br />CHANNEL
<br />FL= -5•
<br />• 4 • 4. . • .
<br />•
<br />4.
<br />7: W.96298.5-1. '
<br />;11.. aal=517:61.
<br />00.6
<br />FL=529.0 1)1 I
<br />+ I + -I
<br />EXISTING 54" RCP I 1 1 1 1 1 1 I I I
<br />• 14 :• 1"
<br />. •
<br />LOT 1
<br />PHASE I BUILDING
<br />F.F.=5301.0
<br />4 4 • • •
<br />1-I .14
<br />tR7pE i/TAIN513N0G4.5W °ALL
<br />TO. W=5304.5
<br />B.O. W=5297.0
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<br />. _
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<br />• • _ • t
<br />.•••• •
<br />4
<br />•
<br />41 .4» • •
<br />, • A
<br />4 •
<br />• • • • .• 14.
<br />.• • A . 1 4.• .A. • A..4. .• : •
<br />•
<br />• 18" HDPEP • '•
<br />66/%7C4R&E • •• • .
<br />IMO
<br />W?/?K4 (mL INFALtED
<br />AS PART .OF CTC BLVD
<br />DAN& ASE 1 OF DkVELOPMEN
<br />1 R
<br />F. E. S.
<br />0:3
<br />c• 0) \
<br />1,0 z;),
<br />I I ISTMH
<br />18" HDP P 'RI A
<br />• (.) •
<br />Li • . .4 • • • • . .• • • • .4 A. • • • • • .• . . RETAINING Oil.'
<br />'4.••••••
<br />• • • ' 529.
<br />• .. 4. dA ..}.• 5' TYPE 'R' INLET iql
<br />.14 _
<br />• • ., yi .-
<br />. . . .:•4. '!' If:. 't.•
<br />.., 1 - ......„. dATCH CURB
<br />[
<br />FL=529Z2 t • : . .
<br />,••• ':.....•.- FL -75296.7
<br />1 •4 . .
<br />FL=529Z6 FL=5297.2
<br />1 I I ,
<br />-FL-52914
<br />I t ,
<br />•, f.
<br />..i..
<br />PRI
<br />111
<br />FL=5296.4
<br />• 14 -1 • .• i • I j• • I. •I
<br />i„ A . ....I; 4* J..,
<br />• DRAINAGE -1.--4-464;,-+•.--1-7,
<br />. Jr r . • .1 . *. z50' . 1. .• I • ,•I' ( • • 17;71-4-42-• •
<br />I I 1 I I I
<br />EASEMENT 031
<br />EX. 24" RCP
<br />1
<br />10' UTILITY
<br />EASEMENT
<br />530
<br />%Moe& raw. raw", WAWAIA. 4•4243354 -
<br />PRIVATE 8" W/L
<br />• xl . • .• r- . 'T. .W=5298.5
<br />-1 -1'. .t1 :041 .51. 1.W 45.i5
<br />41 • •... .; J. • •••i .• I 4 I 4=52940
<br />1 • •
<br />1 1 1 1 1 1 I I 1
<br />1 1 1
<br />SPILL CURB
<br />• EXIS77NG STMH
<br />W/L
<br />5299
<br />N89 '47'13"W
<br />600.20'
<br />UNPI A TTED IAROI & e a:91 -M ARY N R #14895
<br />NOTE: ADDITIONAL NOTES AND DETAILS WILL BE
<br />PROVIDED ON CONSTRUCTION PLANS.
<br />EXIS77NG 54" RCP
<br />k6" W/L
<br />& F.H.
<br />8" W/L
<br />30' FL -FL
<br />30 0
<br />15
<br />GRAPHIC SCALE
<br />30
<br />60
<br />W/L
<br />1 •
<br />N0046 '08"E
<br />22.43'
<br />120
<br />( IN FEET
<br />1 inch = 30 ft.
<br />•
<br />15' U71LITY
<br />;411- & SIDEWALK EASEMENT
<br />8" W/L PLUG
<br />BLOWOFF
<br />27.5'
<br />DRAINAGE &
<br />• [
<br />ACCESS
<br />EASEMENT
<br />EX1S77NG 54" RCP
<br />WM 'a •LA.”1•••Ja ,••,A••••••,
<br />ra•••<4.0,4-4.44
<br />S89'4713E 184.75'
<br />NO0'46'08"E
<br />•
<br />•
<br />•110.
<br />•
<br />EX. SMH
<br />1--
<br />•
<br />•
<br />•
<br />• 1
<br />UNPLA7TED
<br />.
<br />(01 7y OF LOU/ S LF
<br />R #2561701)
<br />UNPL A TTFD (CITY OF LOU/ S ViLLE,
<br /># 2561100)
<br />te•1416•10.tte ,•./attIM worn 14fAMIIIV/V. Ae•e•••••••••• 61.04[441Atte •••emactee
<br />vrne VY40.44,04,-44.4
<br />TFC1-INOI OG/CAL CENT -FR
<br />F -70,,,K; NO. 2 F 3 #24 2.5)
<br />LOT" 77
<br />.46•61itte'••••
<br />LEGEND
<br />011•••••••••••••••••••••
<br />Manhole
<br />Thrust Block
<br />Water Valve
<br />Fire Hydrant
<br />Plug
<br />Proposed Waterline
<br />Existing Waterline
<br />Proposed Sewerline
<br />Existing Sewerline
<br />Proposed Stormline
<br />Existing Stormline
<br />Water Service
<br />Sewer Service
<br />10' Type 'R' Inlet
<br />5' Type 'R' Inlet
<br />Solid Underdrain
<br />Gas Line
<br />Existing Contours
<br />Proposed Contours
<br />Top of Wall
<br />Bottom of Wall
<br />Proposed Grade
<br />ALL UTILITES ARE PROPOSED UNLESS
<br />OTHERKISE NOTED
<br />COLORADO TECHNOLOGICAL CENTER
<br />FILING NO. 3
<br />BUILDING 1900 CHERRY STREET
<br />PHASE 2 GRADING PLAN
<br />SCALE HOR. 1"=30'
<br />VRT. N/A
<br />DESIGN/APPR.
<br />DRAWN BY HK
<br />DATE 08/27/07
<br />HURST & ASSOCIATES, INC
<br />CONSULTING ENGINEERS
<br />4999 Pearl East Circle, Suite 108
<br />Boulder, Colorado 80301 (303) 449-9105
<br />SHEET 10 OF 17
<br />FILE G: 22427 PUD 427 -PUD -00 PH21
<br />
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