HomeMy WebLinkAboutLot Certifications - 06/21/2024East Acres
Lot 7 Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we Derek Lutz
06/21/2024
SS
M
CO
Ø Ø Ø Ø Ø Ø Ø
M
80.75
80.75
MATCH EX.
4980.51
80.75
MATCH EX.
4980.27
80.37
MATCH EX.
4980.50
81.64 81.73
11
.
1
%
5.
9
%
8.
0
%
5.2%
0.4%
1.1
%
1.0
%
1.1
%
0.5
%
1.
6
%
1.
6
%
1.
0
%
FFE = 4981.25
80.70
80.75
80.88
81.66
81.57
MATCH EX.
4981.62
MATCH EX.
4981.55
1.
5
%
80.71
81.65 81.58
81.65
MATCH EX.
4981.7081.68
MATCH EX.
4981.64
MATCH EX.
4981.65
MATCH EX.
4981.09
80.43MATCH EX.
4980.02
MATCH EX.
4980.04
80.70 80.69
80.75
80.75
80.75
80.70
80.70
80.69
80.6980.7280.71 80.69 80.69
80.75
80.73
80.75
80.7480.74
80.7480.7480.74
80.74
80.70
1.
5
%
0.
9
%
0.
9
%
1.
4
%
1.
2
%
7.
7
%
0.
5
%
0.
5
%
0.9%
0.
1
%
1.
0
%
1.
0
%
0.
7
%
0.3%
PRO. SWALE W/
UNDERDRAIN
PRO. LANDSCAPE SWALE
80.92
81.60 81.61
80.68
80.68
80.63
SWALE 80.24 80.74
80.75
80.75MATCH EX.
4980.19
80.63
80.55
80.58
80.32
1.2
%
MATCH EX.
4980.01
MATCH EX.
4980.37
MATCH EX.
4980.95
1.
5
%
80.5880.65
80.50
80.56
80.63 80.72
80.54
3.1%
1.2
%
MATCH EX.
4981.00
2.4%
0.7%
80.93
80.94
80.90
80.93
80.94
80.71
80.6880.94
80.94
80.65
80.50
80.53
SWALE 80.50
80.63
0.5%
PRO. U-CHANNEL
N
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:
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Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
906 E. STUART ST.
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF COLLINS ,COUNTY OF LARIMER, STATE OF COLORADO.
UT
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Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
6/2/2022
ZKA
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
4 03.11.22 4RD SUB
5 04.14.22 5TH SUB
6 05.25.22 6TH SUB
7 06.02.22 FINAL SUBN
30'20'10'0'
SCALE: 1" = 10'
GRADING & DRAINAGE PLAN
C3.0
DRAINAGE LEGEND
DRAINAGE BASIN
FLOW ARROW
BASIN ID
C100AREA (AC)
C10
MAJOR BASIN BOUNDARY
B3-6
2.8 0.47
0.76
PRO.
0.32 0.40
0.52
XXXX
5421
5420
XXXSLOPE
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
B
0.24 0.33
0.63
A
0.08 0.77
0.83
BASIS OF BEARING:
THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC. #
20200011699, LARIMER COUNTY RECORDS.
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15-97
ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS DATASHET
TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER OF THE ABOVE
DESCRIBED PARCEL.
ELEVATION: 4981.59'
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED
DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, TH FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.18'.
MINOR BASIN BOUNDARY
06.02.22
DocuSign Envelope ID: 03319D75-54C0-4041-95DB-7035F903CD04