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. • • • • • • • • .
<br />77--/E PARK AT CTC.:
<br />RLOCK 2
<br />6
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<br />EX. SAM
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<br />• • ........ .
<br />THE PARK AT CTC
<br />BLOCK 2
<br />111•9•11.1•Y.,
<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 COLORADO
<br />, amealt.",
<br />.... .. • • • ... •
<br />• ,•;•-iddadismatatmeat•-•okteadda.,_
<br />amis a a - aaa I mit .
<br />EXIS71NG 12" W/L
<br />--1-
<br />EXIS77NG 10" PRESSURE SEWER
<br />MM. Allif MINIM MIN
<br />EXIS77NG 8" S/L
<br />14' U77LITY,
<br />LANDSCAPE
<br />SIDEWALK=
<br />111• In= T 7•1I•1.
<br />I I I -.„-Z_I3)1 FL -FL
<br />EASEMENT
<br />CATCH CURB
<br />FL= 298.7
<br />-5299
<br />FL=5299.5
<br />FL=5300.0
<br />FL=5300.5
<br />7
<br />1
<br />U71LITY
<br />EASEMENT
<br />i.
<br />cr)
<br />FL 0.0
<br />FL 5300.3
<br />FL=5300.0
<br />FL=5301.2
<br />\1
<br />FL=5300.,q
<br />FL=5299 7
<br />1
<br />FL=298.6
<br />FL=52b 0
<br />KFL=5.30C,0
<br />FL=5300.3
<br />=5299.4
<br />FL=5 ?99.1
<br />• \
<br />20' EMERGENCY
<br />ACCESS ESMT.
<br />SANITARY
<br />. SEWER ESM T.
<br />5' \TYPE 'R / LET
<br />fi=5298.
<br />;1-
<br />FL=5299.1
<br />7:0. .=5299.1
<br />5' TYPE 'R' INLET
<br />T.O.C.=5299.6
<br />FL=5299.0
<br />S89134'04"E
<br />529e
<br />-5297-
<br />5298
<br />i
<br />FL=520.8 0
<br />FFL=5299.5
<br />FL=5299.4
<br />FL=5300.0
<br />1
<br />•
<br />FL=5299.0
<br />-CHASE FL=529Z8
<br />4----SEC770N
<br />EXISTING 12" W/L
<br />61.1° -11111111•Al••
<br />.....
<br />a Am
<br />111.•111111.1C
<br />EX. SMH
<br />mom -la a -a aM•-•••• ImMa-••••••••
<br />CHERRY STREET
<br />788.53'
<br />10' TYPE 'R' INLET
<br />1111=1.1=1.
<br />30' FL -FL -
<br />5'
<br />00-1
<br />5295
<br />FL=5299.8
<br />•18 HDPEP PRIVATE
<br />CATCH CURB
<br />FL=5296.7
<br />FL=5298.5 10' TYPE INLET
<br />7:0.C.=5300.2
<br />T.O.C.=5299.0
<br />FL -=5298.5
<br />CA TCH CURB.
<br />FL=529Z9
<br />jev- FL=5299.1
<br />r- CHASE
<br />/
<br />SErnar
<br />.
<br />302
<br />•
<br />l i
<br />,
<br />t N.3\
<br />-FL-5300.6'-
<br />1
<br />6" W/L
<br />\F.H.
<br />=5298.3
<br />FL=5298.6
<br />/
<br />• - HOPEI)
<br />FL=5297.1
<br />L=529Z4
<br />L=5298.3
<br />18" HDPEP
<br />>- FL=529Z 9
<br />62OXiMild
<br />EXIS77NG 54" RCP
<br />il
<br />1
<br />528
<br />do.
<br />EXISTING 8" S/L
<br />J
<br />• • •
<br />...
<br />5293
<br />18" HDPEP ,
<br />FL= 5296.
<br />L
<br />• •
<br />--621
<br />I X SMH
<br />03.
<br />EXIS77NG 12" W/L
<br />EXIS77NG 10" PRESSURE SEWER
<br />THE PARK AT CTC
<br />B/ CK
<br />umum....
<br />••••••••=•••••.-.
<br />EX. SMH
<br />EXIS77NG 8" S/L
<br />4
<br />amo a a on, a a •mo• ••••ao
<br />EX. 8" W/L STUB d EX 8" S/L STUB
<br />TYPE 'R' INLt.
<br />4.
<br />muff
<br />• : •
<br />18" HDPEP
<br />• i* `zt ....
<br />5291,
<br />FL=.629Z6
<br />329
<br />SPILL CURB
<br />7:0. W =5304.5
<br />B.O. W =5297.0
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<br />0. • . • • .• • •
<br />•• : 44, •• : •
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<br />..ON.bRki"E" • • • • • • • . • • • • • • • •
<br />; RETAINING WALL. : • •• • ••
<br />5298
<br />FL=5297.0
<br />PRI VATt
<br />\ I \
<br />4=5295.2 10' TYPE 'R' .•
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<br />FL=529Z3
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<br />& SIDEWALK
<br />EASEMENT
<br />5292
<br />FL -•=5297.8
<br />FL=5298.0
<br />IFL=298. 7
<br />FL=5298.7
<br />••-SPILL
<br />7:O.C.=5299.2
<br />PHASE I BUILDING
<br />F.F.=5301.0
<br />7:0. W=5304.5
<br />B.O. W=5297.0
<br />-I. •
<br />1.!:1 J
<br />r . • N ENfri R -4990 -DA TYIW Al TRENCH RATE .i.•
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<br />944=5304.50
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<br />CONCRETE
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<br />''' . . 4. . • ••4' I. '•." ' • .• a a w. =5:29Z 5 - ........ ..,, :, "..,i.:. .:i,,.• , 1!, .z. OATCH CURB
<br />..,,1 .. • ‘.....:'..1,..`...1 '.:t.. ..4..f: .A 1-..:; 4 .:••.-I. •J;.;;:.. t J.. :•••1 ..... el• .i.. ' -:0..• 1.:-.. 1
<br />"--- ---17--T-------1-;'-a-f..."1-:--:*4-.-•-+-1q/2AkrGE''''-1-.--.-1-Ler-T-'-' •-•-21"----1.---;--.1".;:-.1---+ . - ..,......„ ai=52 .0 z 2 FL i529,.;
<br />. 74:Tit:52987.p. 1 t ..1. .2r 27.50' 4-4-;;I:t8 • l':' s l'., if.: :..1. :.:;.:1 ...A i ."1.:, :1 4.! ..' fir,.‘528.6. .. •. • -• ' •''%' .:::::*::' _ lk_ .. 1 • i i 1
<br />1- FL=5297.6 FL75297.2
<br />1 1 1 1 1 1 1 1 .
<br />...• \
<br />-FL =5294 4
<br />--".-FL 52°--1- + - 1- -1 - 4- 1- +I tto-1-1- - 1- -1 - t" -1- -t- - - - h -1 .
<br />• EX1S77NG 54" RCP
<br />•
<br />•
<br />3' TRICKLE
<br />CHANNEL
<br />WORK 4ILL
<br />"AS PART
<br />ING PH S
<br />6" W/L.
<br />& F.H. •
<br />2" WATER
<br />SERI4e
<br />LL
<br />TURE
<br />fr) -
<br />3/4" TION TAP
<br />15' DRAINAGE,
<br />UTKITY & SIDEWALK
<br />EASEMENT
<br />1
<br />1
<br />1
<br />I
<br />1
<br />1
<br />STA4H
<br />18" HDPEP PRIVATE
<br />EX 24" RCP
<br />8" W/L
<br />10' U11LITY
<br />EASEMENT
<br />PILL CURB
<br />UNP I.. A 7E5
<br />EXISTING STA&
<br />I ..11114.
<br />8" W/L
<br />N8947'1,3"W 600.20'
<br />H AR 01..D & ROSEMARY BENNET, R #1 489577)
<br />NOTE: ADDITIONAL NOTES AND DETAILS WILL BE
<br />PROVIDED ON CONSTRUCTION PLANS.
<br />11
<br />30
<br />15' U71LITY &
<br />"IP" SIDEWALK EASEMENT
<br />8" WA PLUG
<br />W/L 1 BLOWOFF
<br />...
<br />PRIVATE
<br />6" W/L
<br />& F.H.
<br />8" W/L FL=529.4
<br />I \
<br />30' FL -FL
<br />GRAPHIC SCALE
<br />0 15 30
<br />60
<br />( IN FEET )
<br />1 inch = 30 ft.
<br />120
<br />03
<br />4.1
<br />2Z5' DRAINAGE &
<br />ACCESS
<br />EASEMENT
<br />EXISTING 54" RCP
<br />Emsresingsgarmaggr-ragnmea-mgcm;ff--
<br />NO0'46'08"E
<br />.104614614,44 404.44.144., 01..WIA1141• 4••••.AL, .Gbf.••2•16 .4figaiaaragrafi.
<br />S89'47'13"E 184.75'
<br />N004608E
<br />22.43'
<br />(Th 0 La? A D 0 7E C 1/ oG/ CA L. GEN T/ R
<br />FILING IVO. 2 (P59 F3 #24-25)
<br />L ()T. 1 1
<br />.%,
<br />1%,
<br />.%,
<br />'k
<br />- Tc"
<br />A/PL D
<br />C T Y 0/7 / 1_1/ SVILL
<br />EX. SMH
<br />--e-
<br />R #2561 1 01 )
<br />INPLA TTFD (01 TY OF LOU1SOLLE,
<br /># 9561 1 00)
<br />LEGEND
<br />••••••••••1111••••••••••41•11•••••••••
<br />0
<br />5313
<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 UTIL177ES ARE PROPOSED UNLESS
<br />OTHERWISE NOTED
<br />COLORADO TECHNOLOGICAL CENTER
<br />FILING NO.
<br />BUILDING 1900 CHERRY STREET
<br />PHASE I GRADING PLAN
<br />SCALE
<br />VERT. N /A
<br />HURST & ASSOCIATES, INC
<br />DEsiGN/APPR. CONSULTING ENGINEERS
<br />DRAWN BY HK 4999 Pearl East Circle, Suite 106
<br />DATE 08/27/07 Boulder, Colorado 60301 (303) 449-9105
<br />FILE G: \22427\PUD\427-PUD-OG(PH1) SHEET 9 OF 17
<br />0
<br />CD
<br />-s
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