HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - Filed P-PERMITS -City of ,ktColli�
Planning, Development & Transportation
Engineering Department 281 North College Avenue P.O. Box 580 Fort Collins, CO 80522.0580
970.221.6605 970 .221.6378 -fax
fcgov. com/engineering
REVOCABLE ENCROACHMENT PERMIT APPLICATION
in the Public Right-of-Way (Minimum of 5 business days required for approval)
ENCROACHMENT SUBMITTAL INFO: All submittals MUST include the following with this application:
1. A sketch plan that shows the proposed location(s) of the encroachment(s) and locations of the property line(s),sidewalk(s), and street(s). A licensed surveyor may be required to accurately locate property boundary(s).2.Applicants for an encroachment permit that will occupy any parking spaces in the downtown area must notify the Cityof Fort Collins Parking Services Department, at 215 N. Mason Street, (970) 221-6617.
Applicant Name: Cou ntry Club Rese r ve
company: Count ry Club Reserve, LLC
Address: 144 N. Ma son St., Suite 4
Sub-Contractor: Coyote Ridge Constructi on
Address: 6648 County Rd. 56
Phone: (970) 407-7808
Email: jd@postm oderndevelopment.com
City : Ft. Collins State: C O Zip: 80524
City : Johnstown
Phone: (970) 776 -9165
State: CO Zip: 80534
Location of Encroachment (Address): 250 LF South of Ballyneal Dr. crossing Turnberry Road (West to East)
Type of Right-of-way Impacted: I!!! Street □ Alley □ Sidewalk □ Other: _______ _
Purpose of Encroachment: _s_t _o _r _m_O_u_tf_a_l_l _________________________ _
Dates of Encroachment: From: 3 / 15 / 2022 To : 1 / 15 / 2023 or Until Revoked (permanent type items)
This permit is non-transferable , is personal to the Applicant and is non-assignable. Applicant agrees that any
transfer of ownership of the business holding the permit will terminate this permit and require a new application to be
filed by the new owner.
Applicant has read this permit and agrees to abide by the City of Fort Collins Municipal Codes, Standard Plans and Specifications and to such special conditions, restrictions, and regulations as may be imposed by the Engineering Department.
APPLICANT SIGNATURE: 9° p�
JD Pad·
Encroachment Permit Type: □ Minor �Major
DATE: 12/20/2022
Permit Fees: Application Fee: $ _____ _ Inspection Fee: $ _____ _ Total Due: $ _____ _
Conditions: ____________________________________ _
CITY OF FORT COLLINS APPROVAL:---..,��
=>""'----,....�--:r:::. .... �=--:r-------□ATE: ___,1'1--/ ..... s=<---J./.,..d:::....O--=;;)"'-,'S_,___
Revised: 10/15/2018 '<eAI\_ cel;e... Permit Number: __________ _ 23-9000
LOCAL RESIDENTIAL
(53' ROW)
2-LANE ARTERIAL STREET
(78' ROW)
EAST DOUGLAS ROADBETHPAGE DR.
WINGED FOOT DR.
BALLYNEAL DR.
CARNOUSTIE DR.
ROYAL TROON AVE.
2-LANE ARTERIAL STREET
(72' ROW)
TURNBERRY ROAD
Sheet
of 76COUNTRY CLUB RESERVE301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRON RNPHONE: 970.221.4158www.northernengineering.com02/25/21
CS1 COVER SHEET1
CONTACT INFORMATION
PROJECT TEAM:
GAS-----------------Xcel Energy---------------------------------------------------------(970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----------------------------(970) 224-6152
CABLE------------- Comcast-------------------------------------------------------------(970) 567-0245
TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501
WATER------------ East Larimer County Water District---------------------------(970) 221-6700
WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 498-0604
STORMWATER- City of Fort Collins Utilities--------------------------------------(970) 221-6700
FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
FEBRUARY 2021
SHEET INDEX
FINAL UTILITY PLANS FOR
A TRACT OF LAND BEING THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
COUNTRY CLUB RESERVE
PHONE NUMBER
Blaine Mathisen, EI
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Bob Tesley, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
VICINITY MAP
NORTH
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
Northern Engineering Services, Inc.Additional Topo
Project No. 103-005 1324-001
Date: July 11, 2006 May 2, 2017
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, Inc.
Preliminary Geotechnical Exploration - Boma Farm Development
Fort Collins, Colorado
EEC Project No. 1062013
Date: February 22, 2006
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
E N G I N E E R N GI
EHTRON RN
E N G I N E E R N GI
EHTRON RN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
SITE ENGINEER
SURVEYOR
CS1 COVER SHEET
CS2 - CS3 GENERAL AND CONSTRUCTION NOTES
EX1 - EX2 EXISTING CONDITIONS AND DEMOLITION PLAN
PH1 PHASING PLAN
OG1 OVERALL GRADING PLAN
G1 - G6 GRADING PLAN
EC1 EROSION CONTROL PHASE 1
EC2 EROSION CONTROL PHASE 2
EC3 EROSION CONTROL DETAILS
OU1 OVERALL UTILITY PLAN
U1 - U6 UTILITY PLAN
OS1 - OS4 OFFSITE SANITARY SEWER PLAN AND PROFILE
SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE
SS4 SANITARY SEWER A5 PLAN AND PROFILE
SS5 - SS6 SANITARY SEWER A5-1 PLAN AND PROFILE
SS7 SANITARY SEWER A5-1.5 & A5-1.6 PLAN AND PROFILE
SS8 SANITARY SEWER B PLAN AND PROFILE
SS9 SANITARY SEWER B4 PLAN AND PROFILE
SD1 SUBDRAIN A AND B PLAN AND PROFILE
SD2 SUBDRAIN A PLAN AND PROFILE
SD3 SUBDRAIN C AND C2 PLAN AND PROFILE
ST1 STORM LINE A AND F PLAN AND PROFILE
ST2 STORM LINE B, C, AND E PLAN AND PROFILE
ST3 STORM LINE D PLAN AND PROFILE
R1 BETHPAGE DR. PLAN AND PROFILE
R2-R3 WINGED FOOT DRIVE PLAN AND PROFILE
R4 BALLYNEAL DRIVE PLAN AND PROFILE
R5 CARNOUSTIE DRIVE PLAN AND PROFILE
R6 BALTUSROL DRIVE/BALTUSROL COURT PLAN AND PROFILE
R7 BALTUSROL DRIVE PLAN AND PROFILE
R8 ROYAL TROON AVENUE PLAN AND PROFILE
R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE
R12-R13 TURNBERRY ROAD PLAN AND PROFILE
XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS
XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS
SP1 EAST DOUGLAS ROAD STRIPING PLAN
SP2 EAST DOUGLAS ROAD INTERIM STRIPING AND GRADING PLAN
SP3 TURNBERRY ROAD STRIPING PLAN
INT1-INT4 INTERSECTION DETAILS
DR1 DRAINAGE EXHIBIT
D1-D8 DETAILS
PROJECT
LOCATION
The Birdsall Group, LLC
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Crystal Cove Development, LLC
8020 S County Road 5, Unit 200
Fort Collins, CO 80528
(970) 204-9393
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION
STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE
SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION = 5123.89
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, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.
02/25/21
2 110.21.2022JUNITA LANE WATERLINE CONNECTIONBPM212.20.2022STORM LINE A OUTFALL INTO NO. 8 DITCHBPM1
*
* The City is approving the revised plans for purposes of the City’s land use
regulations on the condition that the developer has a valid easement for the
infrastructure, with the City not taking any position on whether the developer
currently has such an easement.
DocuSign Envelope ID: 0C18BBA3-957C-4EA6-A113-8B96CFB4DFD1
NA
NA
CS1,ST1
CS1,ST1
NA
Revised
NA
Revised
12/25/2022
Ken Sampley
12/27/2022
Marc Virata
V.P.XWWWWWWW14"W 1976 (AC)FOFOFOFOFOFOFOGGGGGGGIRRIRRIRRIRR15" SS15" SS15" SS15" SS15" SSSDSDSDSDSD16" W16" W16" W16" W16" W16" WSDFES A1
STA 10+00.00
N: 149389.48
E: 205496.52
54.45 LF 24" RCP @ 5.00%
OUTLET A4
STA 11+80.46
N: 149403.60
E: 205317.59 NO. 8 DITCHNO.
8
D
ITCH
DEPTH GAUGE
SUBDRAIN B
SEE SHEET SD2
TURNBERRY ROAD72' R.O.W
15' UTILITY EASEMENTSANITARY OFFSITE SEWER
SEE SHEET OS3
SUBDRAIN A
SEE SHEET SD1
STORM LINE B
SEE SHEET ST2
LOT 1LOT 2LOT 3
BLOCK 3
TRACT C
ACCESS & DRAINAGE
EASEMENT
2' CONCRETE
PAN
POND 1
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
RIP-RAP (TYPE M) TO BE INSTALLED FROM CONCRETE
RUNDOWN TO BOTTOM OF THE NO. 8 DITCH (10'x10').
CONTRACTOR TO PLACE GEOFABRIC DOWN PRIOR
TO TYPE M RIP-RAP. ADDITIONALLY, CONTRACTOR
TO INSTALL A 6" LAYER OF 3" MINUS (TYPE II) BEDDING
BETWEEN TYPE M RIP-RAP AND GEOFABRIC.
29.10 LF 24" RCP @ 0.50%
STRM MH A2
STA 11+19.70
N: 149403.02
E: 205378.35
INLET A3
STA 11+48.79
N: 149403.26
E: 205349.26
31.67 LF 24" RCP @ 0.48%
16" ELCO WATERLINE
(SEE PLANS BY OTHERS)
GAS AND OIL BUFFER
6'Ø DROP MH A
STA 10+54.45
N: 149402.26
E: 205443.60
65.25 LF 24" RCP @ 0.50%
20' DRAINAGE
EASEMENT
10'
10'
CONTRACTOR TO PROTECT
DROP SUBMERGED STRUCTURE OUTLET
FROM DAMAGE DURING CONSTRUCTION
20'
20'x10'x6" (LxWxD)
CONCRETE RUNDOWN
(SEE DETAIL ON THIS SHEET)
(45.9
%
)
10' FROM EOA
5030
5035
5040
5045
5050
5055
5060
5065
5070
5075
5080
5085
5030
5035
5040
5045
5050
5055
5060
5065
5070
5075
5080
5085
9+5010+0011+0012+0013+00 OUTLET A4STA 11+80.46FL. EL 5058.0±INV. OUT 5054.50 (E)54.45 LF 24" RCP @ 5.00%FES A1STA 10+00.00INV. 5045.78 (W)PROPOSED
GROUND
EXISTING
GROUND
2.6'STRM MH A2STA 11+19.70RIM 5070.6±INV. IN 5054.20 (W)INV. IN 5054.20 (NW)INV. IN 5054.20 (SW)INV. OUT 5054.20 (E)29.10 LF 24" RCP @ 0.50%
16" PVC WATERLINE
STA.=10+94.61
INV.=5064.30
EXISTING 14" AC WATERLINE
STA.=11+03.36
INV.=5065.34
15" PVC SANITARY SEWER
STA.=10+84.45
INV.=5058.91INLET A3STA 11+48.79RIM 5065.8±INV. IN 5054.35 (W)INV. OUT 5054.35 (E)31.67 LF 24" RCP @ 0.48%
65.25 LF 24" RCP @ 0.50%6'Ø DROP MH ASTA 10+54.45RIM 5068.2±INV. IN 5053.88 (W)INV. OUT 5048.50 (E)CONCRETE RUNDOWN
TO TOE OF SLOPE
(20'x10'x6")
TYPE M RIPRAP
(10'x10')
EXISTING 18" IRRIGATION
STA.=10+91.18
INV.=5060.72 XXXXXXXX X X X X X
XXOHEOHEOHEOHEOHE/ / / / / / / /ST ST ST ST
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWW/ / / / / / / /W FOFOFOFOFOFOFOGGGGGGG15" SS15" SS15" SS15" SS15" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
SD SD SD SDSDSDSDSD16" W16" W16" W16" W16" W16" WTURNBERRY ROADEXISTING 24"
CMP
2' CONCRETE
PAN
POND 1
SANITARY SEWER A
SEE SHEET SS1
SUBDRAIN A
SEE SHEET SD1
SANITARY OFFSITE SEWER
SEE SHEET OS3
72' R.O.W
EXISTING 14" ELCO AC
WATERLINE
30' SANITARY SEWER
EASEMENT TO BE DEDICATED
BY SEPARATE DOCUMENT 15' UTILITY EASEMENTSTORM LINE E
SEE SHEET ST2
TRACT C
ACCESS & DRAINAGE
EASEMENT
FES F1
STA 10+60.12
N: 148738.90
E: 205350.08
FES F2
STA 10+00.00
N: 148787.89
E: 205315.23
60.12 LF 24" HDPE @ 2.00%
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
GAS AND OIL BUFFER
5045
5050
5055
5060
5065
5070
5075
5080
5085
5045
5050
5055
5060
5065
5070
5075
5080
5085
9+50 10+00 11+00 11+50FES F2STA 10+00.00INV. 5061.74 (SE)60.12 LF 24" HDPE @ 2.00%FES F1STA 10+60.12INV. 5062.94 (NW)PROPOSED
GROUND
EXISTING
GROUND
8" PVC SANITARY SEWER
STA.=10+45.30
INV.=5056.60
Sheet
of 76COUNTRY CLUB RESERVE301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com02/25/21
ST1 PLAN AND PROFILESTORM LINE A AND F40
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STORM LINE A
KEYMAP
DOUGLAS RD
TURNBERRY RDPROFILE SCALE:
NORTH
STRM A
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
OHE OHE
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
8.SEE STORM LINE PROFILES FOR CLARIFICATION ON OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES.
9.RAIN GARDENS AND PONDS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE
OWNER.
10.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR
TEMPORARY AND PERMANENT CONTROL MEASURES.
11.SEE DETAIL SHEET EC3 FOR RIPRAP SCHEDULE.
INLET SUMMARY
INLET ID TYPE
A3 TYPE C
C1 CURB INLET-4 FT
D1 DOUBLE CURB
INLET
D2 DOUBLE CURB
INLET
D3 DOUBLE CURB
INLET
D5 CURB INLET-4 FT
D6 CURB INLET-4 FT
E1 CURB INLET-4 FT
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROFILE SCALE:
STORM LINE F
STRM F
PUBLICLY OWNED
AND MAINTAINED 212.20.2022STORM LINE A OUTFALL INTO NO. 8 DITCHBPM1
PRIVATELY OWNED
AND MAINTAINED
2
2
GEOTECHNICAL REQUIREMENT NOTES:
1.COMPACTION TESTING, MAXIMUM LIFT, AND SOIL KEY
SPECIFICATIONS FOR BACKFILLING AROUND 6'Ø DROP MH A SHALL
FOLLOW REQUIREMENTS SET FORTH BY THE MODIFIED
EMBANKMENT/EARTHWORK RECOMMENDATION (SEE NOTE 3)
ORIGINALLY SET FORTH BY "PRELIMINARY GEOTECHNICAL EXPLORATION
- BOMA FARM DEVELOPMENT" BY EARTH ENGINEERING CONSULTANTS,
INC. TO ENSURE PROPER REBUILDING OF THE EMBANKMENT.
2.SEE COVER SHEET OF APPROVED DRAWINGS FOR ADDITIONAL
INFORMATION ABOUT "PRELIMINARY GEOTECHNICAL EXPLORATION -
BOMA FARM DEVELOPMENT"
3."THE SITE LEAN CLAY SOILS COULD BE USED FOR BACKFILLING IN
OVEREXCAVATION BACKFILL AREAS AND THE EMBANKMENTS
ASSOCIATED WITH THE No. 8 DITCH. OTHER APPROVED FILL MATERIALS
WHICH ARE FREE FROM ORGANIC MATTER AND DEBRIS AND CONTAINING
SUFFICIENT FINES TO PREVENT PONDING OF WATER IN THE SUBGRADES
COULD ALSO BE USED. PLACEMENT OF BACKFILL MATERIAL WITHIN THE
No. 8 DITCH EMBANKMENT ZONE SHOULD BE PLACED IN LOOSE LIFTS NOT
TO EXCEED 9 INCHES THINK WITH MOISTURE CONTENTS IN THE RANGE
OF -1 TO +3% OF STANDARD PROCTOR OPTIMUM MOISTURE CONTENT
AND COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM
DRY DENSITY AS DETERMINED BY (ASTM SPECIFICATION D698) TESTING
PROCEDURES.
4.NOTE 3 CONFORMS TO LCUASS AND ASTM REQUIREMENTS.
4
2
10'
6"
1"CONCRETE
1.67%1.67%
6x6 - W14xW14
CONCRETE RUNDOWN
STANDARD CONCRETE NOTES
NOTE:
PROVIDE CONTROL JOINTS AT 10' INTERVALS
Ø24"
INVERT = 5045.78
6"
24"
6" (TYP.)
KEY
TRENCHES
(TYP.)
10'
10'
EXTEND REINFORCEMENT
TO KEY TRENCHES
24" RCP
NATIVE SOIL
TYPE M
RIP-RAP
TYPE II
BEDDING
6" OVERLAP (MIN.)
DocuSign Envelope ID: 0C18BBA3-957C-4EA6-A113-8B96CFB4DFD1