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FILING NO. 2 FILING NO. 2 N:\111630\DRAWINGS\CONSTRUCTION\STREET\AA\06-111630-FIL2-SI-01.dwg, 12/10/2019 10:19:41 AM, 1:1
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Page 1: FILING NO. 2€¦ · filing no. 2 filing no. 2 n:\111630\drawings\construction\street\aa\06-111630-fil2-si-01.dwg, 12/10/2019 10:19:41 am, 1:1. d. y. h. 1. 2. 3. 4. 5. 6. 7. 8. 9.

FILING NO. 2

FILING NO. 2

N:\111630\DRAWINGS\CONSTRUCTION\STREET\AA\06-111630-FIL2-SI-01.dwg, 12/10/2019 10:19:41 AM, 1:1

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PONY CLUB LANE
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SHAWNEE DRIVE (PUBLIC R.O.W.)
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12
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GHOST RIDER HEIGHTS (PRIVATE)
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ZORRO HEIGHTS (PRIVATE)
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HUNTER JUMPER DRIVE (PUBLIC R.O.W.)
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5' ATTACHED SIDEWALK
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5' ATTACHED SIDEWALK
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ROW
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TYPE A C&G
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TYPE C C&G
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TYPE A C&G
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TYPE A C&G
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TYPE C C&G
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STA: 1+93.80 5' SUMP INLET FL EL. = 6474.83 T.O.B. EL. = 6475.33
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(50' ROW)
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(SEE SHEET 7)
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(SEE SHEET 7)
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STA: 2+00.14 5' SUMP INLET FL EL. = 6474.83 T.O.B. EL. = 6475.33
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CONSTITUTION AVENUE (PUBLIC R.O.W.)
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5' WALK
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F1
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L1
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PONY CLUB LANE (PUBLIC R.O.W.)
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HANNAH RIDGE AT FEATHERGRASS FILING NO. 4
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HANNAH RIDGE AT FEATHERGRASS FILING NO. 4
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6' DETACHED SIDEWALK
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6' DETACHED SIDEWALK
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5' WALK
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F2
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F3
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F4
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F5
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F6
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F7
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F8
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F9
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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STA: 1+84.38 (PCL 14.00'RT) = STA: 3+65.81 (PCL CDS) FL EL = 6477.07
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EXISTING GROUND AT CL OF ROAD
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PROPOSED GRADE AT FLOWLINE RIGHT
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GHOST RIDER HEIGHTS
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STA: 3+07.42 FL-FL INT. FL EL = 6478.91
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STA: 3+33.42 FL-FL INT. FL EL = 6479.30
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HUNTER JUMPER DRIVE
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EXISTING GROUND AT FLOWLINE CDS
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PROPOSED GRADE AT FLOWLINE CDS
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ZORRO HEIGHTS
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STA: 1+00.00 (PCL CDS) = 1+00.00 (PCL CDS) = STA: 1+12.56 (PCL 13.17'LT) FL EL = 6475.99
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STA: 3+65.81 (PCL CDS) = STA: 1+84.38 (PCL 14.00'RT) FL EL = 6477.07
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STA: 2+53.28 FL-FL INT. FL EL = 6475.38
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STA: 2+79.66 FL-FL INT. FL EL = 6475.77
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EXISTING GROUND AT CL OF ROAD
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PROPOSED GRADE AT FLOWLINE LEFT
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STA: 1+12.56 (PCL 13.17'LT) = STA: 1+00.00 (PCL CDS) FL EL = 6475.99
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HUNTER JUMPER DRIVE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1116.30
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6
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9
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MIDTOWN COLLECTION AT HANNAH RIDGE
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FILING NO. 2
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STREET IMPROVEMENT PLANS
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PONY CLUB LANE
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JRH
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JRH
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50'
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5'
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KYLE R. CAMPBELL, COLORADO P.E. #29794
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03/22/19
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N
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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STREET ABBREVIATION INDEX:
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ZORRO HEIGHTS
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ZH
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PONY CLUB LANE
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PCL
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GHOST RIDER HEIGHTS
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GRH
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HUNTER JUMPER DRIVE
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HJD
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1+00
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2+00
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3+00
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4+00
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6500
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6490
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6480
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6470
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1+00
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2+00
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3+00
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4+00
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6500
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6490
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6480
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6470
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6490
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6480
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6490
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PONY CLUB LANE (PUBLIC 50' ROW) DESIGN SPEED - 25mph URBAN LOCAL - LOW VOLUME
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PONY CLUB LANE
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FL-RIGHT
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FL-LEFT
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PONY CLUB CDS
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6490
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6480
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6490
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6480
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SF-19-006
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5.0'/10.0' TRANSITION
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*
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CURB & GUTTER
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OPTIONAL TYPE C
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%%UTRANSITION CURB DETAIL
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N.T.S.
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FOR AS CURB AND GUTTER.
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TRANSITION SHALL BE PAID
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SHALL BE REQUIRED.
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WHEN A TYPE R
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INLET IS USED WITH
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GUTTER, 5.0' TRANSITION
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MOUNTABLE CURB AND
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*
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12'
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5'
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2.5'
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5.5'
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50' R.O.W.
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L
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C
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R.O.W.
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R.O.W.
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WALK
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%%UTYPICAL SECTION - 50' R.O.W.
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(URBAN LOCAL-LOW VOLUME)
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SCALE: 1" = 10'
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PER SOILS ENG.
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HBP THICKNESS
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2%%%
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2%%%
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CURB AND GUTTER
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6" RAMP OR VERTICAL
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CURB AND GUTTER
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6" RAMP OR VERTICAL
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12'
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2.5'
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5'
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WALK
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5.5'
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5'
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EASMT
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5'
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EASMT
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-PONY CLUB LANE CUL-DE-SAC
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10' MVEA
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EASMT
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10' MVEA
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EASMT
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(OPTIONAL TYPE C OR TYPE A)
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(OPTIONAL TYPE C OR TYPE A)
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%%UEPC TYPE A CURB & GUTTER
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NTS
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C
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A
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B
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A
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6"
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24"
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1-1/2"
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4-1/2"
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30"
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12"
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C = 1-1/2"-2"
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A = 1/8"-1/4"
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LENGTH FOR RADII
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2"
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B = 1-1/2"
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FL
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NTS
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%%UEPC OPTIONAL TYPE C CURB & GUTTER
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1"
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6"
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30"
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6"
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A
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14"
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16"
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12"
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2"
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FL
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14"
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2"
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%%USIDEWALK NOTES:
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1.INSTALL 5' ATTACHED SIDEWALK ONLY WHERE INSTALL 5' ATTACHED SIDEWALK ONLY WHERE IDENTIFIED ON THE CONSTRUCTION PLANS.
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CURB & GUTTER
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INLET/TYPE A
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CENTERLINE LINE TABLE
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L1
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DISTANCE
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319.92'
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BEARING
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N09°45'59"E
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FL CURB CURVE TABLE
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F1
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F2
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LENGTH
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23.56'
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23.56'
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RADIUS
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15.00'
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15.00'
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DELTA
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90°00'00"
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90°00'00"
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F3
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55.92'
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45.00'
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71°12'09"
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F4
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21.32'
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45.00'
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27°08'55"
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F5
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18.91'
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15.00'
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72°12'46"
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F6
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15.45'
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15.00'
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59°00'04"
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F7
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81.24'
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45.00'
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103°26'13"
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F8
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46.57'
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44.17'
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60°24'35"
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F9
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6.84'
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45.83'
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08°32'57"
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FL-CUL-DE-SAC
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FL-CUL-DE-SAC
Page 2: FILING NO. 2€¦ · filing no. 2 filing no. 2 n:\111630\drawings\construction\street\aa\06-111630-fil2-si-01.dwg, 12/10/2019 10:19:41 am, 1:1. d. y. h. 1. 2. 3. 4. 5. 6. 7. 8. 9.

FILING NO. 2

FILING NO. 2

N:\111630\DRAWINGS\CONSTRUCTION\STREET\AA\07-111630-FIL2-SI-02.dwg, 12/10/2019 10:20:20 AM, 1:1

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22
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PONY CLUB LANE
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SHAWNEE DRIVE (PUBLIC R.O.W.)
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12
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GHOST RIDER HEIGHTS
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ZORRO HEIGHTS
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HUNTER JUMPER DRIVE (PUBLIC R.O.W.)
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ROW
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TYPE A C&G
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TYPE A C&G
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TYPE A C&G
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TYPE C C&G
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TYPE C C&G
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TYPE A C&G
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STA: 1+72.47 5' SUMP INLET FL EL. = 6475.02 T.O.B. EL. = 6475.52
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STA: 1+83.59 5' SUMP INLET FL EL. = 6475.18 T.O.B. EL. = 6475.68
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(SEE SHEET 6)
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(30' ROW)
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(30' ROW)
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ROW
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ROW
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ROW
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TYPE C C&G
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TYPE A C&G
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BT STA: 1+77.53 5' SUMP INLET FL EL. = 6475.02 T.O.B. EL. = 6475.52
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STA: 1+92.04 5' SUMP INLET FL EL. = 6475.18 T.O.B. EL. = 6475.68
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CONSTITUTION AVENUE (PUBLIC R.O.W.)
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L1
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F1
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F2
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L2
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C1
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F3
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F4
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F7
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F8
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F6
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F5
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F9
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PONY CLUB LANE (PUBLIC R.O.W.)
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HANNAH RIDGE AT FEATHERGRASS FILING NO. 4
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HANNAH RIDGE AT FEATHERGRASS FILING NO. 4
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5' ATTACHED SIDEWALK
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5' ATTACHED SIDEWALK
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5' WALK
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5' DETACHED SIDEWALK
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6' DETACHED SIDEWALK
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5' WALK
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5' SIDEWALK
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5' WALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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5' WALK
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(PUBLIC)
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(PRIV.)
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(PRIV.)
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STA: 3+10.50 5' SUMP INLET FL EL. = 6475.76 T.O.B. EL. = 6476.26
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TYPE C C&G
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PONY CLUB LANE
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PROPOSED GRADE AT FLOWLINE RIGHT
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EXISTING GROUND AT CL OF ROAD
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STA: 1+42.21 FL-FL INT. FL EL = 6475.38
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STA: 3+60.62 FL-FL INT. FL EL = 6477.21
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GHOST RIDER HEIGHTS
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PONY CLUB LANE
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PROPOSED GRADE AT FLOWLINE LEFT
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EXISTING GROUND AT CL OF ROAD
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STA: 1+42.21 FL-FL INT. FL EL = 6475.77
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STA: 3+20.98 GRADE BREAK FL EL = 6476.71
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STA: 3+60.62 FL-FL INT. FL EL = 6477.60
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GHOST RIDER HEIGHTS
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PROPOSED GRADE AT FLOWLINE RIGHT
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EXISTING GROUND AT CL OF ROAD
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STA: 1+14.00 FL-FL INT. FL EL = 6478.91
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STA: 2+01.50 FL-FL INT. FL EL = 6477.60
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STA: 2+27.50 FL-FL INT. FL EL = 6477.21
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STA: 3+11.00 END ROAD FL EL = 6475.96
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PONY CLUB LANE
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ZORRO HEIGHTS
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PROPOSED GRADE AT FLOWLINE LEFT
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EXISTING GROUND AT CL OF ROAD
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PONY CLUB LANE
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STA: 1+14.00 FL-FL INT. FL EL = 6479.30
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STA: 1+50.00 GRADE BREAK FL EL = 6478.37
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STA: 3+11.00 END ROAD FL EL = 6475.96
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1116.30
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7
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9
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MIDTOWN COLLECTION AT HANNAH RIDGE
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FILING NO. 2
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STREET IMPROVEMENT PLANS
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ZORRO HGHTS (PVT)/GHOST RIDER HGHTS (PVT)
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JRH
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JRH
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50'
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5'
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KYLE R. CAMPBELL, COLORADO P.E. #29794
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03/22/19
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N
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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STREET ABBREVIATION INDEX:
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ZORRO HEIGHTS
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ZH
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PONY CLUB LANE
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PCL
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GHOST RIDER HEIGHTS
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GRH
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1+00
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2+00
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3+00
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4+00
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1+00
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2+00
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3+00
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4+00
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6480
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6480
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ZORRO HEIGHTS (PRIVATE) (PRIVATE 30' ROW) DESIGN SPEED - 20mph
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GHOST RIDER HEIGHTS (PRIVATE)
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FL-RIGHT
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FL-LEFT
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ZORRO HEIGHTS (PRIVATE)
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6480
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6480
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GHOST RIDER HEIGHTS (PRIVATE) (PRIVATE 30' ROW) DESIGN SPEED - 20mph
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FL-RIGHT
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FL-LEFT
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6490
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6480
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6490
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6480
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6490
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6480
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6490
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6480
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SF-19-006
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%%UEPC TYPE A CURB & GUTTER
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NTS
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C
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A
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B
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A
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6"
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24"
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1-1/2"
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4-1/2"
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30"
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12"
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C = 1-1/2"-2"
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A = 1/8"-1/4"
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LENGTH FOR RADII
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2"
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B = 1-1/2"
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FL
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NTS
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%%UEPC OPTIONAL TYPE C CURB & GUTTER
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1"
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6"
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30"
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6"
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A
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14"
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16"
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12"
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2"
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FL
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14"
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2"
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%%USIDEWALK NOTES:
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1.INSTALL 5' ATTACHED SIDEWALK ONLY WHERE INSTALL 5' ATTACHED SIDEWALK ONLY WHERE IDENTIFIED ON THE CONSTRUCTION PLANS.
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12'
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2.5'
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30' ACCESS
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L
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C
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PL
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%%UTYPICAL SECTION - 30' PRIVATE ACCESS
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SCALE: 1" = 10'
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PER SOILS ENG.
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HBP THICKNESS
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2%%%
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2%%%
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CURB AND GUTTER
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6" RAMP OR VERTICAL
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CURB AND GUTTER
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6" RAMP OR VERTICAL
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12'
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2.5'
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10' MVEA
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EASEMENT
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10' MVEA
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EASEMENT
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(OPTIONAL TYPE C OR TYPE A)
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(OPTIONAL TYPE C OR TYPE A)
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PL
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-GHOST RIDER HEIGHTS -ZORRO HEIGHTS
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6470
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6470
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6470
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6470
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5.0'/10.0' TRANSITION
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*
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CURB & GUTTER
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OPTIONAL TYPE C
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%%UTRANSITION CURB DETAIL
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N.T.S.
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FOR AS CURB AND GUTTER.
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TRANSITION SHALL BE PAID
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SHALL BE REQUIRED.
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WHEN A TYPE R
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INLET IS USED WITH
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GUTTER, 5.0' TRANSITION
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MOUNTABLE CURB AND
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*
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CURB & GUTTER
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INLET/TYPE A
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CENTERLINE LINE TABLE
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L1
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DISTANCE
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158.00'
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BEARING
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N09°45'59"E
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FL CURB CURVE TABLE
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F1
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F2
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LENGTH
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23.56'
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23.56'
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RADIUS
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15.00'
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15.00'
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DELTA
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90°00'00"
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90°00'00"
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F3
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F4
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F5
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18.91'
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15.00'
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72°12'46"
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F6
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15.45'
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15.00'
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59°00'04"
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F7
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43.38'
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39.00'
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63°44'00"
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F8
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37.16'
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64.17'
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33°10'46"
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CENTERLINE CURVE TABLE
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C1
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L2
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211.00'
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S80°14'01"E
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LENGTH
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67.34'
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RADIUS
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52.00'
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DELTA
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74°11'45"
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23.56'
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23.56'
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15.00'
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15.00'
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90°00'00"
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90°00'00"
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F9
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32.80'
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65.00'
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28°54'33"
Page 3: FILING NO. 2€¦ · filing no. 2 filing no. 2 n:\111630\drawings\construction\street\aa\06-111630-fil2-si-01.dwg, 12/10/2019 10:19:41 am, 1:1. d. y. h. 1. 2. 3. 4. 5. 6. 7. 8. 9.

PONY CLUB LANE

HUNTER JUMPER DRIVE

NO

OUTLET

GHOST RIDER HEIGHTS

ZORRO HEIGHTS

GHOST RIDER HEIGHTS

PONY CLUB LANE

NO

OUTLET

ZORRO HEIGHTS

PONY CLUB LANE

NO

OUTLET

STOP

STREET NAME

STREET NAME

NO

OUTLET

STREET NAME

PRIVATE

ROAD

HGHTS

N:\111630\DRAWINGS\CONSTRUCTION\STREET\AA\08-111630-FIL2-SI-03.dwg, 12/10/2019 10:20:59 AM, 1:1

AutoCAD SHX Text
D
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Y
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H
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SHAWNEE DRIVE (60' PUBLIC R.O.W.)
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HUNTER JUMPER DRIVE (60' PUBLIC R.O.W.)
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CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
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12
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11
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10
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9
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8
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7
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6
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5
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4
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3
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2
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28
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27
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26
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25
AutoCAD SHX Text
19
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20
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21
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22
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23
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24
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13
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14
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15
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16
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17
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18
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1
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TRACT A
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TRACT A
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TRACT A
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TRACT C
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TRACT B
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TRACT A
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TRACT A
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TRACT A
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TRACT D
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TRACT D
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BOUNDARY
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BOUNDARY
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BOUNDARY
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PONY CLUB LANE
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GHOST RIDER HEIGHTS
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ZORRO HEIGHTS
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(PRIVATE STREET)
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(PRIVATE STREET)
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(PUBLIC ROW)
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BOUNDARY
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PONY CLUB LANE (50' PUBLIC R.O.W.)
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TRACT BB HANNAH RIDGE AT FEATHERGRASS FILING NO. 1 RECEPTION NO. 214713468
AutoCAD SHX Text
EXISTING RAISED MEDIAN
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EXISTING RAISED MEDIAN
AutoCAD SHX Text
EXISTING RAISED MEDIAN
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EXISTING CROSSPAN
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CONSTITUTION AVENUE (120' PUBLIC R.O.W.) PLAT BOOK V-3, PAGE 169
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STOP SIGN (R1-1) W/ STREET NAME 4" FONT (D-3) W/ "NO OUTLET"
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NO
AutoCAD SHX Text
PARKING
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FIRE
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LANE
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(R7-22)
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NO
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PARKING
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FIRE
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LANE
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(R7-22)
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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NO
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PARKING
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FIRE
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LANE
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(R7-22)
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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NO
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PARKING
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FIRE
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LANE
AutoCAD SHX Text
(R7-22)
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STOP SIGN (R1-1) W/ STREET NAME 4" FONT (D-3) (PRIVATE STREETS)
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STOP SIGN (R1-1) W/ STREET NAME 4" FONT (D-3) W/ "NO OUTLET"
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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NO
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PARKING
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FIRE
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LANE
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(R7-22)
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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NO
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PARKING
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FIRE
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LANE
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(R7-22)
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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NO
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PARKING
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FIRE
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LANE
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(R7-22)
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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(PRIVATE STREET)
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NO
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PARKING
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FIRE
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LANE
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(L7-22)
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NO
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PARKING
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FIRE
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LANE
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(DBL-22)
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NO
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PARKING
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FIRE
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LANE
AutoCAD SHX Text
(R7-22)
AutoCAD SHX Text
STOP SIGN (R1-1) W/ STREET NAME 4" FONT (D-3) W/ "NO OUTLET"
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(PRIVATE STREET)
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TYPE C C&G
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TYPE C C&G
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TYPE A C&G
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TYPE A C&G
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TYPE A C&G
AutoCAD SHX Text
TYPE A C&G
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TYPE A C&G
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TYPE C C&G
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TYPE C C&G
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TYPE C C&G
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TYPE C C&G
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TYPE C C&G
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TYPE C C&G
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TYPE A C&G
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TYPE A C&G
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TYPE A C&G
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ROW
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ROW
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ROW
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ROW
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5' ATTACHED SIDEWALK
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5' ATTACHED SIDEWALK
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5' ATTACHED SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' SIDEWALK
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5' ATTACHED SIDEWALK
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5' ATTACHED WALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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6' DETACHED SIDEWALK
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6' DETACHED SIDEWALK
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NO
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PARKING
AutoCAD SHX Text
FIRE
AutoCAD SHX Text
LANE
AutoCAD SHX Text
(DBL-22)
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NO
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PARKING
AutoCAD SHX Text
FIRE
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LANE
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(L7-22)
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NOTE: ON STREET PARKING ALLOWED IN CUL-DE-SAC
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NOTE: ON-STREET PARKING NOT ALLOWED EITHER SIDE OF GHOST RIDER HEIGHTS (FIRE LANE)
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NOTE: ON-STREET PARKING NOT ALLOWED EITHER SIDE OF ZORRO HEIGHTS (FIRE LANE)
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DEAD
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END
AutoCAD SHX Text
(W14-1)
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NO
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OUTLET
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(W14-2)
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PROPOSED MAIL KIOSK
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
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DATE
AutoCAD SHX Text
1116.30
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
MIDTOWN COLLECTION AT HANNAH RIDGE
AutoCAD SHX Text
FILING NO. 2
AutoCAD SHX Text
STREET IMPROVEMENT SIGNAGE PLAN
AutoCAD SHX Text
KRC
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KC
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30'
AutoCAD SHX Text
N/A
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KYLE R. CAMPBELL, COLORADO P.E. #29794
AutoCAD SHX Text
03/22/19
AutoCAD SHX Text
SF-19-006
AutoCAD SHX Text
N
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
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30'
AutoCAD SHX Text
30
AutoCAD SHX Text
30
AutoCAD SHX Text
15
AutoCAD SHX Text
60
AutoCAD SHX Text
STOP (R1-1) (30X30)
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%%USTREET NAME (D-3)
AutoCAD SHX Text
ALL INTERNAL SIGNS SHALL BE: 4" FONT LETTER SIZE 6" FONT LETTER SIZE ON ALL STREETS POSTED 30MPH OR GREATER
AutoCAD SHX Text
%%UNOTE:
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SPEED
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LIMIT
AutoCAD SHX Text
25
AutoCAD SHX Text
%%USPEED LIMIT (R2-1)
AutoCAD SHX Text
NO
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PARKING
AutoCAD SHX Text
%%UNO PARKING
AutoCAD SHX Text
%%U(R7-22)
AutoCAD SHX Text
%%U(DBL,L,R)
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FIRE
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LANE
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NO
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
FIRE
AutoCAD SHX Text
LANE
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NO
AutoCAD SHX Text
PARKING
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FIRE
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LANE
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DEAD
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END
AutoCAD SHX Text
NO
AutoCAD SHX Text
OUTLET
AutoCAD SHX Text
%%U(W14-1)
AutoCAD SHX Text
%%U(W14-2)
AutoCAD SHX Text
%%U(W14-2)
Page 4: FILING NO. 2€¦ · filing no. 2 filing no. 2 n:\111630\drawings\construction\street\aa\06-111630-fil2-si-01.dwg, 12/10/2019 10:19:41 am, 1:1. d. y. h. 1. 2. 3. 4. 5. 6. 7. 8. 9.

N:\111630\DRAWINGS\CONSTRUCTION\STORM\AA\09-111630-FIL2-STM-01.dwg, 12/11/2019 4:37:42 PM, 1:1

AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE OF PIPE
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PROPOSED 30.02 LF ~ 18" RCP STORM SEWER @ -0.50%
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PROPOSED 26.63 LF ~ 18" RCP STORM SEWER @ -0.50%
AutoCAD SHX Text
STA: 1+33.02 (STM-1) I.F.O.B. INV. OUT 18" (S) = 6465.24 T.O.B. = 6475.52
AutoCAD SHX Text
STA: 1+00.00 (STM-1) I.F.O.B. INSTALL 5' CDOT TYPE R SUMP INLET INV. OUT 18" (S) = 6465.49 T.O.B. = 6475.68
AutoCAD SHX Text
STA: 1+61.66 (STM-1) = STA: 1+75.03 (STM-3) 1+75.03 (STM-3) PROP. 48" TYPE 2 MH INV. IN (18") = 6465.11 IN. IN (18") = 6465.11 INV. OUT (24") = 6465.01 RIM ELEV. = 6475.37
AutoCAD SHX Text
STA: 1+24.72 (STM-1) 8" WATER CROSSING BOP 8" WAT: 6468.58 TOP 18" STM: 6467.08 CLEAR: 1.50'
AutoCAD SHX Text
STA: 1+30.02 (STM-1) I.F.O.B. INSTALL 5' CDOT TYPE R SUMP INLET INV. IN 18" (N) = 6465.34 T.O.B. = 6475.52
AutoCAD SHX Text
STA: 2+54.30 (STM-1) = STA: 1+00.00 (STM-2) PROP. 48" TYPE 2 MH INV. IN (18") = 6465.07 INV IN (24") = 6464.57 INV. OUT (24") = 6464.47 RIM ELEV. = 6474.34 (REMOVE TEMP. PLUG)
AutoCAD SHX Text
88.64 LF ~ 24" RCP STORM @ -0.50%
AutoCAD SHX Text
SHAWNEE DRIVE
AutoCAD SHX Text
ZORRO HEIGHTS
AutoCAD SHX Text
STA: 3+17.55 (STM-1) EX. 30" STORM CROSSING BOP 24" STM: 6463.91 TOP 30" STM: 6462.17 CLEAR: 1.74'
AutoCAD SHX Text
STA: 2+97.81 (STM-1) EX. 12" WATER CROSSING BOP 24" STM: 6464.01 TOP 12" WAT: 6454.72 CLEAR: 9.29'
AutoCAD SHX Text
PROPOSED 100-YR HGL
AutoCAD SHX Text
EXISTING 150.47 LF ~ 24" RCP STORM @ -0.50% (FILING NO. 1)
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE OF PIPE
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE OF PIPE
AutoCAD SHX Text
EXISTING GROUND @ CENTERLINE OF PIPE
AutoCAD SHX Text
221.06 LF ~ 18" RCP STORM @ 3.25%
AutoCAD SHX Text
STA: 3+20.06 (STM-2) 8" SANITARY CROSSING BOP 18" STM: 6471.95 TOP 8" SAN: 6465.18 CLEAR: 6.77'
AutoCAD SHX Text
STA: 1+08.00 (STM-2) INSTALL 7° HORZ. BEND INV. 18": 6465.26
AutoCAD SHX Text
STA: 3+19.28 (STM-2) I.F.O.B. INSTALL 5' CDOT TYPE R SUMP INLET INV. OUT 18" (S) = 6472.26 T.O.B. = 6476.26
AutoCAD SHX Text
STA: 1+00.00 (STM-2) = 1+00.00 (STM-2) = STA: 2+54.30 (STM-1) PROP. 48" TYPE 2 MH INV. IN (18") = 6465.07 IN (18") = 6465.07 INV IN (24") = 6464.57 INV. OUT (24") = 6464.47 OUT (24") = 6464.47 RIM ELEV. = 6474.34 (REMOVE TEMP. PLUG)
AutoCAD SHX Text
STA: 2+99.45 (STM-2) INSTALL 15° HORZ. BEND INV. 18": 6471.49
AutoCAD SHX Text
STA: 3+09.23 (STM-2) INSTALL 15° HORZ. BEND INV. 18": 6471.81
AutoCAD SHX Text
PROPOSED 100-YR HGL
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE OF PIPE
AutoCAD SHX Text
EXISTING GROUND @ CENTERLINE OF PIPE
AutoCAD SHX Text
STA: 1+00.00 (STM-3) I.F.O.B. INSTALL 5' CDOT TYPE R SUMP INLET INV. OUT 18" (E) = 6470.36 T.O.B. = 6475.33
AutoCAD SHX Text
73.03 LF ~ 18" RCP STORM @ -7.19%
AutoCAD SHX Text
STA: 1+75.03 (STM-3) = 1+75.03 (STM-3) = STA: 1+61.66 (STM-1) PROP. 48" TYPE 2 MH INV. IN (18") = 6465.11 IN. IN (18") = 6465.11 INV. OUT (24") = 6465.01 RIM ELEV. = 6475.37
AutoCAD SHX Text
PROPOSED 100-YR HGL
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
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H
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D
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Y
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H
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D
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Y
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H
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D
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Y
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H
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PONY CLUB LANE
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SHAWNEE DRIVE (PUBLIC R.O.W.)
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GHOST RIDER HEIGHTS
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ZORRO HEIGHTS
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(PRIVATE RES. ACCESS)
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HUNTER JUMPER DRIVE (PUBLIC R.O.W.)
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12
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11
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10
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9
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8
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7
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6
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5
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4
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3
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2
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28
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27
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26
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25
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19
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20
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21
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22
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23
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24
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13
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14
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15
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16
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17
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18
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1
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TRACT A
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TRACT A
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TRACT C
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TRACT B
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TRACT A
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TRACT A
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TRACT A
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TRACT D
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TRACT D
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PROP. PUBLIC 8" WATER MAIN
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EXISTING 5' ATTACHED SIDEWALK
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PROPOSED 5' SIDEWALK
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PROPOSED 5' SIDEWALK
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EXISTING 5'
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SIDEWALK
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EXISTING 5' ATTACHED SIDEWALK
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EXISTING SWQ
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PROP. TYPE A C&G
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PROP. TYPE A C&G
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PROP. TYPE C C&G
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PROP. TYPE C C&G
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PROP. TYPE C C&G
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PROP. TYPE C C&G
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EX. TYPE A C&G
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EX. TYPE A C&G
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PROPOSED TYPE A C&G
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PROPOSED TYPE A C&G
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TRACT BB HANNAH RIDGE AT FEATHERGRASS FILING NO. 1 RECEPTION NO. 214713468
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CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
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1.08%%%
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-1.54%%%
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BOUNDARY
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BOUNDARY
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BOUNDARY
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PROP. PUBLIC 8" SEWER MAIN
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BOUNDARY
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STM-3
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18" STORM
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STM-1
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24" STORM
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STM-2
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18" STORM
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PROPOSED 5' SIDEWALK
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18"
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18"
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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TYPE 2 MH
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TYPE 2 MH
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5' TYPE R SUMP INLET
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CONSTITUTION AVENUE (PUBLIC R.O.W.)
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EXISTING TYPE 1 MH
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10' TYPE R SUMP INLET
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STM-7
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30"STM
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PROPOSED 5' SIDEWALK
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PROPOSED 5' SIDEWALK
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EX 24" STORM
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(SEE FILING 1)
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PROPOSED GRADE @ CENTERLINE OF PIPE
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EXISTING GROUND @ CENTERLINE OF PIPE
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STA: 1+00.00 (STM-7) 1+00.00 (STM-7) EXIST. 72" TYPE 1 MH INV. IN (36") = 6474.47 INV. IN (30") = 6474.97 INV. OUT (36") = 6474.06 EX. RIM ELEV. = (6480.07) PROP. RIM ELEV. = 6483.00
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STA: 1+29.67 (STM-7) 1+29.67 (STM-7) PROP. 30" F.E.S. INV. IN = 6478.23
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ADJUST RIM ELEVATION WITH GRADE RINGS
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1116.30
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9
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9
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MIDTOWN COLLECTION AT HANNAH RIDGE
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FILING NO. 2
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PRIVATE STORM SEWER PLANS
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JRH
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JRH
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50'
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5'
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KYLE R. CAMPBELL, COLORADO P.E. #29794
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03/22/19
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N
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PROPOSED WATER MAIN
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PROPOSED STORM SEWER
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EXISTING SANITARY SEWER MAIN
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EXISTING GAS MAIN
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PROPOSED FIRE HYDRANT
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EXISTING WATER MAIN
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EXISTING FIRE HYDRANT
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EXISTING ELECTRIC
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PROPOSED SANITARY SEWER MAIN
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ROW/BOUNDARY LINE
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EXISTING STORM SEWER
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%%uLEGEND
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PROPOSED STORM INLET
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EXISTING STORM INLET
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H
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Y
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D
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D
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Y
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H
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1+00
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2+00
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3+00
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6480
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6470
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6460
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6450
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6480
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6470
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6460
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6450
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STORM SEWER RUN 1, 2 AND 3
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PRIVATE STORM SEWER RUN 1
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SF-19-006
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6480
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6470
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6460
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1+00
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2+00
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3+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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HORIZ.
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SCALE: 1" = 5' VERT.
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6480
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6470
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6460
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PUBLIC STORM SEWER RUN 3
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PRIVATE STORM SEWER RUN 2
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1+00
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2+00
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6480
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6470
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6460
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6480
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6470
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6460
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PRIVATE STORM SEWER RUN 7
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1+00
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1+50
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6480
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6470
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6460
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6460

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