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DRAWING NUMBER
<br />DRAWING NUMBER
<br />DRAWING NUMBER
<br />IRVINE, CALIFORNIA
<br />PLAN HOLD CORPORATION
<br />IRVINE, CALIFORNIA
<br />PLAN HOLD CORPORATION
<br />IRVINE, CALIFORNIA
<br />•
<br />PLAN HOLD CORPORATION
<br />REORDER BY NUMBER 075AR
<br />REORDER BY NUMBER 075AR
<br />REORDER BY NUMBER 075AR
<br />REORDER BY NUMBER 075AR
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<br />LOT 6, BLOCK 2
<br />THE PARK AT COLORADO TCHNOLOGICAL. CENTER
<br />PLANNED UNIT DEVELOPMENT
<br />/
<br />LOCATED IN SECTION ig, TOWNSHIP 1 SOUTH, RANGE 69 WEST, 0
<br />CITY OF LOUISVILLE, WUNTY OF BOULDER, pi-Aciac
<br />i logo
<br />,Jsio-wor ,
<br />, ---- ,
<br />; Ili , ,---
<br />I" -- ..,-- .----
<br />/ - ---
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<br />1 1 ,
<br />1
<br />COMBINATION TYPE 13 INLET
<br />010
<br />22..628-
<br />CURB_CITIASE-
<br />.29
<br />OW.
<br />r7
<br />--
<br />\ •
<br />\l
<br />r- ---\
<br />/ "1
<br />\
<br />1
<br />/ \ 1
<br />/
<br />1 / \ 1
<br />I i ( \ 1
<br />1 I I
<br />Dir.,' 1 1
<br />1 I 1 1
<br />1 1 1 1 1,
<br />1 1 1 1
<br />1
<br />1
<br />1
<br />1
<br />1 1
<br />1 1 1 1
<br />1I , 1 I (
<br />1
<br />1 i ,, , •
<br />1 i 1 1 1
<br />CIOMBINAIION TYP li
<br />1 1
<br />I ' / RIM=530121i I 1
<br />FL=530 78,
<br />1 1 1
<br />/
<br />_ ji ) , INVO=52991781 I 1 I
<br />1
<br />/ )
<br />I
<br />I ) I 1
<br />/ I 1 I I
<br />/ / I 1 1
<br />/ / 1 1 1
<br />/ ( 1
<br />1 1 1
<br />1 I 1 1
<br />\ \ t
<br />\ \ \--......-
<br />\ \
<br />\
<br />DRAI\N MANHOLE ---
<br />RIM=5306.09
<br />INVI=5299.23
<br />INVO=5299.03
<br />E
<br />ELECTRICAL
<br />TRANSFORMER
<br />ND ELECTRIC
<br />SERVICE
<br />ovve4,-;,w
<br />ST
<br />8" WATER,
<br />HYDRANT
<br />DRAINAANHOLE
<br />RIM=p302.57
<br />INVI,5297.82
<br />INVO=5297.62
<br />LOT 5
<br />LEGEND
<br />RUNOFF & DETENTION POND SUMMARY
<br />DP, B
<br />1, A,9,D
<br />2, A.2
<br />3, A/.1, C
<br />4, A.1
<br />C
<br />6, D
<br />PROPOSED HISTORIC
<br />SIN(S) Q10 Q100 V10 V100 Q10 Q100
<br />21.7 9,943 17,190 0.93
<br />3.4 0.17
<br />11.4 0.46
<br />5.2 0.27
<br />4.7 0.19
<br />6.0 0.24
<br />0.11
<br />B 0.11 0.47
<br />Q IN CFS, V IN CUBIC FEET
<br />,-DROP qtIRB HEAD
<br />z W=4'/
<br />---RIP.FIAP RUNDOWN
<br />/
<br />/
<br />z--18" STORM
<br />FL=5293.30
<br />UNDULATE SLOPES
<br />AS SHOWN DURING
<br />POND CONSTRUCTION
<br />-DETENTION RELEASE
<br />STRUCTURE, TRASH
<br />\RACK,18"-STUB
<br />CONNECTION
<br />Mi)1BERM ELEV=5301.6
<br />(TY'), TIES TO TBC
<br />E•••••••
<br />12W 12W
<br />IRRIGATION DITCH N
<br />91trW
<br />X60' FIER9P/FES
<br />OSSINGL.SEElos
<br />_DETAILI
<br />FLO=5302.60
<br />1 1/T-
<br />121
<br />0.r 1.5"R
<br />Ea. 7 + • • • 1 . -
<br />.4 . • • . i • • •
<br />1 1/2"
<br />SPILL CURB
<br />G
<br />TO PROVIDE C
<br />N
<br />NN, 12W
<br />to
<br />a s
<br />11I2" -
<br />'12"
<br />...n.
<br />+an..
<br />00.04.111le,.../.1•00.00,
<br />EASE ME Mr
<br />PIPE IN
<br />ROVE
<br />ST 50 -FEE
<br />ano.
<br />\12
<br />GC -HAIRY -STREET>
<br />a
<br />et.
<br />daVitglAt.
<br />amisp.:;;:ctvrax
<br />re414.~ali
<br />#4 REB
<br />4/--- PROPOSED ROADWA Y
<br />OR DRIVEWAY GRADE
<br />f-STRUCTURE
<br />2' MK -BACKFILL
<br />CLASS
<br />r".
<br />PRIVATE CURB + GUTTER DETAIL
<br />N.T.S.
<br />1 1/2" -
<br />12" 12" 44.9
<br />• •
<br />6" i>.\ 12" 1.5"R
<br />A • :44... A.
<br />. . D • A.. •i) • ..t. A. • 4- ..11 . 4 • •
<br />a . • A A • • A
<br />0 . I> . • 4 . . 4
<br />. •
<br />. .
<br />. . . .
<br />CURB CHASE SECTION
<br />N.T.S.
<br />CALL UTILITY NOTIFICATION
<br />CENTER OF COLORADO
<br />1-800-922-1987
<br />0R534-6700
<br />IN METRO
<br />DENVER
<br />CALL 2 BUSINESS DAYS IN ADVANCE
<br />BEFORE YOU DIG, GRADE, OR EXCAVATE
<br />FOR THE MARKING OF UNDERGROUND
<br />MEMBER UTILITIES.
<br />6"
<br />12"
<br />SEC7701( A-4
<br />DRAINS TO
<br />INLELAT
<br />-
<br />CORNER OF \N\
<br />-145" 9"x67' 14
<br />G G
<br />- 8S 8S
<br />11.11100
<br />RRIGATION DITCH
<br />CCWCREIE
<br />FLARED END SECPON
<br />/
<br />29-x45" RCP
<br />LTRASH Rga(cDRitCW4ri
<br />(SEE DETAX)
<br />45* X 29a
<br />aAss • RCP -
<br />4 vr THICK WALLS
<br />1D L -1 r-
<br />. CARDER cavcRur
<br />COMPANY, TRASH RACK
<br />FOR HORIZONTAL
<br />ELLIPTICAL END SECTIONS
<br />CHERRY STREET
<br />HAN
<br />3:1 MAX SLOPE'S
<br />29'x45" RCP!
<br />• 025X scat' may
<br />EMILE •
<br />TYPICAL IRRIGA 770N DITCH CROSSING
<br />CP W/FES
<br />96.80
<br />!):--529it46
<br />Tr
<br />0
<br />C.3ri I
<br />iti‹, I I #13 FRAME
<br />GRATE
<br />NOT SHOWN
<br />12
<br />24"
<br />GUTTE
<br />TRANSITI
<br />24"
<br />TRANSITION
<br />6" VERT CURB & GUTTER NI
<br />BACKFILL AROUND
<br />STRUCTURE TO BE
<br />HAND TAMPED IN
<br />6" LIFTS
<br />FES FL=529 0
<br />51x5I3PAS1-1 RACK S
<br />52
<br />ENCY OVERFLOW\
<br />V I FLOW LINE
<br />I
<br />I I
<br />I I
<br />PAN LINE
<br />INVERT OUT
<br />1.8% SLOPE MIN
<br />351/2" 8"
<br />UNDISTURBED SOIL
<br />NOTES
<br />1. OUTLET PIPES MAY BE PLACED ON OPPOSITE FACES THAN SHOWN.
<br />2. FLOOR SLOPE MAY BE POURED MONOLITHIC WITH BASE.
<br />3. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR OTHERWISE
<br />APPROVED, ALL NO. 13 INLETS SHALL BE CONSTRUCTED WITH AN
<br />ADJUSTABLE C.I. CURB BOX.
<br />4. OUTLET PIPES TO BE SET FLUSH WITH INSIDE FACE OF INLET WALL.
<br />GROUND LINE
<br />OVER PIPE WARPED
<br />IN LAST 50 -FEET
<br />POND SLOPES
<br />TO EAST @ 2%
<br />3.9
<br />0.72
<br />1.9
<br />1.1
<br />0.78
<br />1.0
<br />0.47
<br />12W
<br />8S
<br />ST
<br />8V'
<br />8S
<br />ST
<br />0
<br />COBBLE -PAN
<br />SLOPE = 0.5%
<br />SLOPE VIES
<br />6" COBBLE
<br />4" CONCRETE
<br />• •
<br />3' @ END
<br />OF PIPE
<br />SECTION A -A
<br />N.T.S.
<br />PROJECTION OF STORM
<br />PIPE (UPSTREAM OF OUTLET)
<br />ON CHANNEL AT SECTION A -A
<br />CHANNEL DEPTH=0.75 FT
<br />AT END OF PIPE, SIDES
<br />-FLATTEN TO STD COBBLE
<br />PAN SECTION 40'
<br />DOWNSTREAM OF PIPE
<br />4".t0HCFiETE
<br />BOUNDARY
<br />EXISTING EASEMENT
<br />EXISTING IMPROVEMENTS
<br />EXISTING WATER LINE
<br />(SIZE NOTED)
<br />EXISTING SANITARY SEWER
<br />(SIZED NOTED)
<br />EXISTING STORM SEWER
<br />(24" RCP)
<br />PROPOSED EASEMENT
<br />PROPOSED PATIO HOME
<br />PROPOSED WATER LINE
<br />PROPOSED SANITARY SEWER
<br />PROPOSED STORM SEWER
<br />EXISTING SANITARY MANHOLE
<br />EXISTING FIRE HYDRANT
<br />EXISTING WATER VALVE
<br />PROPOSED SANITARY MANHOLE
<br />PROPOSED FIRE HYDRANT
<br />PROPOSED WATER VALVE
<br />PROPOSED ASPHALT PAVEMENT
<br />PROPOSED CONCRETE PAVEMENT
<br />•
<br />IOPE
<br />trotteo 2:02,44.?4-4t",- %,100.\SZ0,VAA;ES 4az,werm.„..405414,e^-464
<br />•
<br />25" 14k.4-
<br />2' COBBLE -LINED PAN
<br />N.T.S.
<br />4 1/2"
<br />60 # RAIL OR EQUIVALENT
<br />3'-3" LONG
<br />INLET FRAME
<br />CUT 2" FROM
<br />OPPOSITE ENDS
<br />OF TWO NO.13
<br />h7t, INLET FRAMES
<br />4 1/4"
<br />NQ. 13 INLET
<br />ADJUST TO CURB HEIGHT CDOT STANDARD M-604-13
<br />- r
<br />=1'
<br />TRASH RACK SLAB DETAIL
<br />N.T.S.
<br />2-#4 @ 6"
<br />O.C. HORZ.
<br />#4 @ 16" 0.C.
<br />VERT. 20" LONG
<br />NO FLANGE
<br />SHIM
<br />SLOPE TO
<br />OUTLET INVER- OUI
<br />\GROUT
<br />18ri1.8% „cLOPE MIN
<br />8" 2'-6" 8"
<br />5. CASTING SPECIFICATIONS: ASTM A-48, WITH A MINIMUM TENSILE
<br />STRENGTH OF 25 KSI (CLASS 25).
<br />6. ALL CASTINGS TO BE DIPPED IN ASPHALT BASE PAINT.
<br />7. MINIMUM CURB OPENING AREA = 150 SQ.IN.
<br />8. SEE CDOT M-604-13 FOR ADDITIONAL INFORMATION.
<br />COMBINATION TYPE 13 INLET
<br />NOT TO SCALE
<br />DRAINAGE LEGEND
<br />MN MIN MI MIR BASIN BOUNDARY
<br />la .111 111/ SUBBASIN BOUNDARY
<br />8.0%
<br />5343.15
<br />SC
<br />DESIGN POINTS
<br />FLOW DIRECTION
<br />BASIN DESIGNATION
<br />ACRES
<br />PROPOSED SLOPE
<br />FLOW LINE ELEVATION
<br />SPILL CURB
<br />Ve,e711/7/A 100 -YR SURFACE
<br />RI PRAP
<br />D50 =6"
<br />1' LIFT
<br />r6"
<br />, .1110k.lb Skit iii(C4rii10-416•101-R
<br />ist
<br />6' @ DP 2
<br />7' @DP 4
<br />MIRAFI 140
<br />OR APPROVED
<br />EQUAL
<br />RIP RAP RUN DOWN
<br />NOTES: N.T.S. •
<br />1.00 NOT BOLT TRASH RACK TO OUTLET STRUCTURE.
<br />2. ATTACH TRASH RACK TO OUTLET STIWCTU VVITH
<br />2 STAINLESS STEEL HINGES.
<br />NENAH' FOUNDRY R-7512-8 CAST IRON PIPE
<br />SCREEN FOR VS.INCH PIPE OF APPROVED BUM.
<br />MYLAR SUBMITTAL
<br />ADMINISTRATIVE AMENDMENT NO. 1
<br />CITY COUNCIL SUBMITTAL
<br />PLANNING COMMISSION SUBMITTAL
<br />UD SUBMITTAL
<br />o
<br />0
<br />000
<br />1 00
<br />-..... ‘...... N...
<br />(7) 11) 0) Csi
<br />1 •••.„, %., ,CN
<br />0 0) 00 co
<br />SI:X3/4OSF0R
<br />ANCHOR 3OLTS
<br />011r1.0- STRUCTUE motwicovioN • • •
<br />. NOT 10.,,SCALE
<br />PIPE RIM ELEV = 5300.6
<br />NEENAH R -2565-J GRATE
<br />100 -YR HWE=5300.7 TiRIM ELEV=5300.3
<br />10 -YR HWE= 5299.7,7
<br />36" RCP
<br />3 1/2" PVC ORIFICE
<br />INV = 5293.1
<br />5'x5' CONC SLAB
<br />TRASH RACK
<br />INV OUT=
<br />5292.15
<br />DETENTION OUTLET STRUCTURE
<br />TIE IN TO STORM SEWER STUB
<br />N.T.S.
<br />NOTES:
<br />1. ALL STORM SEWER PIPE SHALL BE CLASS III RCP.
<br />30
<br />BERM ELEV 5301.6
<br />FILL AROUND SLAB
<br />CONCRETE 1' MIN
<br />AROUND EDGES
<br />OF PIPE BOND WITH
<br />SLAB TO SEAL
<br />Ott -la f"
<br />s•Abi"
<br />. . „
<br />APPROX 30 LF
<br />S18" RCP
<br />TEXI
<br />IE TO STING PIPE
<br />TUB
<br />GRAPHIC SCALE
<br />BENCH MARK: TBM,
<br />CHISELLED "X", TOP OF
<br />CURB 0 SW CORNER OF
<br />SITE, 5307.22
<br />( IN FUT )
<br />1 inch = 30 ft.
<br />11Futura Engineering Inc.
<br />Engineering Consultants and Surveyors
<br />12741 E. Coley Ave.. Suite 126
<br />Englewood, Colorado 80111 - (303) 649-9292
<br />FAX (303) 649-9499
<br />120
<br />Designed
<br />Drawn
<br />Checked
<br />Reviewed
<br />Date
<br />Project No.
<br />LED
<br />LED
<br />LED
<br />LED
<br />6/16/00
<br />99-061.07
<br />Drawing No.
<br />PUD -3
<br />__3__ of
<br />0
<br />•
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