2509-0376 Lamar CC Gas Improvement Plans - Stamped.pdf
PDF 12 MB Posted
- Solicitation number
- IFB1 GJFA 2026000120 2
- Issued by
- Pitkin County, Lakewood City, Colorado
About this file
This is a stamped gas improvement plan document for Lamar Community College in Colorado, related to contract LCC 26-9 for replacing the natural gas line serving the Bowman and Trustees Buildings. The project involves comprehensive design and engineering plans for upgrading the natural gas infrastructure at these two campus facilities. The stamped plans indicate professional engineering approval and compliance with applicable codes and standards required for the natural gas line replacement work. The documents serve as the technical specifications and blueprints that bidders must reference when preparing proposals for the construction phase of this improvement project.
The gas improvement plans appear to be the engineered design documents necessary to support the bidding and construction process for the natural gas line replacement. These stamped plans would typically include detailed schematics, material specifications, sizing calculations, and installation requirements that establish the scope of work for qualified contractors. The plans represent the completed design phase and provide the technical foundation for obtaining competitive bids and ultimately awarding the construction contract for this campus infrastructure improvement.
View the file
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| SBP-6.13 Bid Form_2025.pdf | ||
| SC6.21 DBB A_2025_1.docx | DOCX document | |
| SC6.23 DBB GC_2025.pdf | ||
| PreBid Walkthru 022326.pdf | ||
| SBP-6.12 Information for Bidders_2025 (2).pdf | ||
| 2026-032M25 LCC Replace natural Gas Line Bowman Trustees Addendum #1 022026.pdf | ||
| SBP6.18 Labor Burden Calc R8-2023 (9).docx | DOCX document | |
| 2026-032M25 Project Manual LCC Replace Gas Line Bowman Trustees.pdf | ||
| SBP-6.14 Bid Bond_2025 (6).docx | DOCX document | |
| SBP-6.133 Unit Pricing_2025 (2).docx | DOCX document | |
| AFB-2025 (7).pdf |
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Text version
S. M
AIN
STR
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SAVAGE AVENUE
S. 9TH
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EET
S. 11TH
STR
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PROJECT LOCATION
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TOTAL SHEETS
SHEET #
DATE:
NORTH
www.smhconsultants.com Civil Engineering Land Surveying
Landscape Architecture
D
AT
E
Manhattan, KS - HQ
(785) 776-0541 Dodge City, KS
(620) 255-1952 Kansas City
(913) 444-9615 Colorado Springs, CO
(719) 465-2145
/0
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CAUTION - NOTICE TO CONTRACTOR:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST THE
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL
EXPOSE EXISTING UTILITIES AT LOCATIONS OF POSSIBLE CONFLICTS PRIOR TO ANY
CONSTRUCTION.
WARRANTY / DISCLAIMER:
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH
ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND
USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER SMH
CONSULTANTS NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR
PLANS AS CONSTRUCTED, EXCEPT IN THE SPECIFIC CASES WHERE SMH
CONSULTANTS INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON THE
SITE.
SAFETY NOTICE TO CONTRACTOR:
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS
OF THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
DECEMBER 2025
NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE
STATE OF COLORADO, CITY OF LAMAR, AND THE OWNER.
2. CONSTRUCTION METHODS AND MATERIALS NOT SPECIFIED ON THESE
PLANS SHALL MEET OR EXCEED STANDARD SPECIFICATIONS OF THE STATE
OF COLORADO AND CITY OF LAMAR.
3. ALL CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF THE
PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH,
AND IN ACCORDANCE WITH, REGULATIONS OF THE AUTHORITIES
CONCERNED.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE NECESSARY
PERMITS AND APPROVALS FROM APPROPRIATE REGULATORY AGENCIES (IF
APPLICABLE) PRIOR TO COMMENCING WORK.
LAMAR COMMUNITY COLLEGE
LAMAR, COLORADO
GAS LINE IMPROVEMENTS
1. TITLE SHEET
2-4. GAS MAIN PLAN & PROFILE
5-6. GAS DETAILS
INDEX TO SHEETS
SCALE: NTS
TI
TL
E
SH
EE
T
PROJECT #: 2509-0376
CHECKED BY: BML
12/8/2025
DRAWN BY: EDM
S Y M B O L L E G E N D
WV
GAS METER (EXISTING)
GAS RISER (EXISTING)
GAS POINT OF CONNECTION (PROPOSED)
TELEPHONE PEDESTAL (EXISTING)
ELECTRIC PEDESTAL (EXISTING)
ELECTRIC PULL BOX (EXISTING)
LIGHT POLE (EXISTING)
WATER MANHOLE (EXISTING)
FIRE HYDRANT (EXISTING)
WATER VALVE (EXISTING)
SANITARY MANHOLE (EXISTING)
SANITARY CLEANOUT (EXISTING)
STREET SIGN (EXISTING)
TREE (EXISTING)
BENCHMARK
HORIZONTAL CONTROL POINT
G G
EXIST W EXIST W
T T
UE UE EXISTING ELECTRIC (UNDERGROUND)
EXISTING TELEPHONE (UNDERGROUND)
EXISTING WATER MAIN
EXISTING GAS (UNDERGROUND)
L I N E T Y P E L E G E N D
EXISTING CENTERLINE OF TRAVELWAY
G G PROPOSED GAS (UNDERGROUND)
S
EXIST SS EXIST SS EXISTING SANITARY SEWER MAIN
E
The utilities as shown on this drawing were developed from the information available. This is not implied nor intended to be the complete inventory of utilities in this area. It is the clients/contractors responsibility to verify the location of all utilities (whether shown or not) and protect said utilities from any damage.
COLORADO:
P: 800-922-1987
Know what's below Call before you dig
EXISTING CONTOURS (1' AND 5')
PROPOSED CONTOURS (1' AND 5')
O O O O O O O O O O EXISTING GUARD RAILS
W
CO
E T
R
GM
CONTACTS
OWNER
LAMAR COMMUNITY COLLEGE
SEAN LIRLEY
(719) 336-1543
SEAN.LIRLEY@LAMARCC.EDU
2401 S. MAIN STREET
LAMAR, CO 81052
PRIME CONSULTANT
SCHENDT ENGINEERING CORPORATION
KEN MEROLA, P.E.
(719) 637-8850
KMEROLA@SECENGR.COM
5145 CENTENNIAL BOULEVARD, STE. 200
COLORADO SPRINGS, CO 80919
CIVIL ENGINEER
SMH CONSULTANTS, P.A.
BRETT LOUK, P.E.
(719) 465-2145
BLOUK@SMHCONSULTANTS.COM
620 N. TEJON STREET, STE. 201
COLORADO SPRINGS, CO 80903
SURVEYOR
SMH CONSULTANTS, P.A.
PATRICK SIEBERT, P.L.S.
(719) 465-2145
PSIEBERT@SMHCONSULTANTS.COM
620 N. TEJON STREET, STE. 201
COLORADO SPRINGS, CO 80903
LOCAL UTILITY CONTACTS
WATER
CITY OF LAMAR PUBLIC WORKS
(719) 336-2002
103 N. 2ND STREET
LAMAR, CO 81052
SANITARY SEWER
CITY OF LAMAR PUBLIC WORKS
(719) 336-2002
103 N. 2ND STREET
LAMAR, CO 81052
STORM SEWER
CITY OF LAMAR PUBLIC WORKS
(719) 336-2002
103 N. 2ND STREET
LAMAR, CO 81052
ELECTRIC
LAMAR LIGHT AND POWER
(719) 336-7456
100 N. 2ND STREET
LAMAR, CO 81052
NATURAL GAS
ATMOS ENERGY
(719) 336-7766
209 SAGE STREET
LAMAR, CO 81052
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STATE ADOPTED CODES
2024 INTERNATIONAL CODES (IBC, IEBC, IMC, IECC)
2021 INTERNATIONAL CODES (IPC, IFGC)
2023 NATIONAL ELECTRICAL CODE (NEC)
2017 ICC/ANSI A117.1 ACCESSIBILITY STANDARDS (I/A)
STATE REFERENCED CODES
2024 INTERNATIONAL FIRE CODE (IFC)
G G
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GGGGGGGGG G G G G G G G G G G G
BEGIN GAS MAIN IMPROVEMENTS
STA:100+00.00
N:1523725.59, E:3830578.59
CONNECT TO EXISTING GAS RISER (GM1)
STA:101+63.85
N:1523757.05, E:3830735.17
INSTALL 6"X6"X2" DR11 TEE (GM4)
STA:101+63.86, 40.25' RT
N:1523717.13, E:3830740.40
INSTALL 1.25" ANODELESS RISER (BW3)
SEE ENTRANCE DETAIL
STA:101+65.85
N:1523757.31, E:3830737.15
INSTALL 6"X4" DR11 REDUCER (GM5)
100+00
101+00 102+00 G G G G
BOWMAN
BUILDING
WEST
N:1523727.47, E:3830578.43
EXISTING GAS METER
N:1523731.86, E:3830577.90
EXISTING GAS RISER
N 82°32'45" E 147.00'
N 82°33'12" E 2.00'
N 82°33'12" E 129.00'
S 07°26'48" E 2.00'
4" DR11 HDPE6" DR11 HDPE
STA:101+87.77
N:1523760.15, E:3830758.89
EXISTING SANITARY CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
G G
G G
S 07°26'48" E 27.00'
S 07°30'07" E 12.00'
STA:101+63.85, 28.74' RT
N:1523728.55, E:3830738.89
INSTALL 2"X1.25" DR11 REDUCER (BW2)
1.25" DR11 HDPE
G N 37°27'12" E 16.00'
N 82°27'12" E 2.00'
STA:100+17.35
N:1523738.04, E:3830589.91
INSTALL 6" 45° DR11 BEND (GM3)
STA:100+02.00
N:1523725.85, E:3830580.58
INSTALL 6" 45° DR11 BEND (GM2
STA:101+63.85, 1.99' RT
N:1523755.06, E:3830735.43
INSTALL 2" DR11 VALVE (BW1)
2" DR11 HDPE
STA:101+66.98
N:1523757.45, E:3830738.28
EXISTING GAS CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
EXISTING GAS LINE
REMOVE AND REPLACE 30 SF
OF EXISTING PAVEMENT WITH
LIKE MATERIALS AND THICKNESSES
REMOVE AND REPLACE 38 SF OF
EXISTING PAVEMENT WITH MINIMUM
2500 PSI STRENGTH, MATCH ADJACENT
THICKNESS AND FINISH
REMOVE EXISTING
GAS LATERAL LINE
REMOVE EXISTING
GAS LATERAL LINE
GAS MAIN PROFILE
M
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(T
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100+00 101+00 102+00
CONNECT TO EXISTING
GAS RISER (GM1)
6" DR11 HDPE
4" DR11 HDPE
6"X6"X2" DR11 TEE (GM4)
6"X4" DR11 REDUCER (GM5)
EXISTING GRADE
INSTALL 2" GAS
SERVICE LINE
EXISTING
SANITARY SERVICE
6"
5° D
R
B
EN
D (G
M 2)
6"
5° D
R
B
EN
D (G
M 3)
EXISTING GAS
(TO BE ABANDONED IN PLACE)
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TOTAL SHEETS
SHEET #
DATE:
NORTH
www.smhconsultants.com Civil Engineering Land Surveying
Landscape Architecture
D
AT
E
Manhattan, KS - HQ
(785) 776-0541 Dodge City, KS
(620) 255-1952 Kansas City
(913) 444-9615 Colorado Springs, CO
(719) 465-2145
/0
0/
(D
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C R
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PROJECT #: 2509-0376
CHECKED BY: BML
DRAWN BY: EDM
12/8/2025
10'10' 5' 0'
SCALE: 1" = 10'
M
AT
C H
LI
N
E
2+
VERTICAL SCALE: 1" = 5'
5'
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NOTES:
1. ALL PROPOSED GAS MAIN PIPES AND SERVICE LINES SHALL BE DR11 HDPE.
2. ALL PROPOSED GAS MAIN FITTINGS SHALL BE BUTT FUSED OR SOCKET FUSED DR11 HDPE.
3. ALL PROPOSED GAS MAINS AND SERVICE LINES SHALL BE INSTALLED WITH TRACER WIRE. TRACER WIRE SHALL BE MINIMUM #10 AWG CU/CCS/SS WITH A MINIMUM 30 MIL HDPE/HMWPE YELLOW JACKET APPROVED FOR DIRECT BURIAL.
4. THE CONTRACTOR SHALL FURNISH 2 VALVE WRENCHES, WITH RECEIPT, FOR EACH TYPE OF GAS VALVE INSTALLED.
5. RESTORATION FOR DAMAGE CAUSED BY HEAVING, SETTLEMENT, ESCAPING DRILLING FLUID (FRACOUT) OR THE DIRECTIONAL DRILLING OPERATION, IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY PAVEMENT HEAVING OR SETTLEMENT DAMAGE REQUIRES RESTORATION/REPLACEMENT OF THE PAVEMENT PER APPLICABLE STANDARDS OF
AUTHORITIES HAVING JURISDICTION.
6. ALL GAS LINE INSTALLATION SHALL BE VIA HORIZONTAL DIRECTIONAL DRILLING OR TRENCHING PER SITE CONDITIONS AS REQUIRED. ANY DISTURBED LANDSCAPING SHALL BE RETURNED TO ORIGINAL CONDITION OR
REPLACED IF BEYOND REASONABLE REPAIR BY THE CONTRACTOR.
7. EVACUATE ALL EXISTING GAS MAIN, AND SERVICE LINES, TO BE ABANDONED IN PLACE.
8. ALL UNDERGROUND LAWN SPRINKLER SYSTEM COMPONENTS, IF DAMAGED DURING GAS LINE INSTALLATION, SHALL
BE REPAIRED BY THE CONTRACTOR.
9. CONCRETE SIDEWALK REMOVAL AND REPLACEMENT, AS NEEDED, IS THE RESPONSIBILITY OF THE CONTRACTOR.
CONCRETE SIDEWALK THAT IS REMOVED SHALL BE REPLACED WITH LIKE MATERIALS AND THICKNESSES. PARTIAL PANEL REMOVAL AND REPLACEMENT WILL NOT BE ALLOWED. IF PARTIAL PANEL IS REMOVED, THEN THE ENTIRE
PANEL SHALL BE REPLACED.
10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS.
HORIZONTAL CONTROL POINTS
POINT # NORTHING EASTING ELEVATION DESCRIPTION
5 1523801.298 3830764.909 3664.912' "+" PAINTED ON
CONC. SLAB
SITE BENCHMARK
POINT # NORTHING EASTING ELEVATION DESCRIPTION
4 1523749.177 3830615.687 3669.857' "+" CUT ON CONC.
CURB & GUTTER
BOWMAN WEST EXISTING BUILDING
SERVICE CONNECTION
REPLACE
SHUTOFF
VALVE
GAS MAIN PROFILE
103+00 104+00
4"
5° D
R
B
EN
D (G
M 6)
4"
5° D
R
B
EN
D (G
M 7)
4"X4"X3" DR11 TEE (GM9)
4" DR11 HDPE
EXISTING
WATERLINE
EXISTING
WATERLINE
EXISTING
WATERLINE
EXISTING
SANITARY
EXISTING
WATERLINE
EXISTING GRADE
4" 45° DR11 BEND (GM8)
INSTALL 3" GAS
SERVICE LINE
M
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M
IN
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R
F O
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M
AI
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EXISTING GAS
(TO BE ABANDONED IN PLACE)
EXISTING GAS SERVICE
(TO BE ABANDONED IN PLACE)
EXISTING
ELECTRIC
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST WEXIST WEXIST W
EXIST W
EXIST W
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G
G
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G G
G
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G G
G
G
G
G
G
G
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G
G
G
G
G
G
G
G G
G G
G
S
W
WEXIST W
EXIST W
WV
G
G
G G
G
G
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EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST W EXIST W EXIST W EXIST W EXIST W
EXIST W
EXIST W EXIST W EXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EX
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EXIST SS
EXIST SS
EXIST SS
EXIST SS
EXIST SS
EXIST SS
EXIST SS
EXIST SS
EXIST SS
HCP 7
UE
UE
UE
UE
U E
U E
U E
U E
U E
G G
G
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STA:102+94.67
N:1523774.00, E:3830864.89
INSTALL 4" 45° DR11 BEND (GM6)
STA:104+39.29
N:1523852.57, E:3830971.35
INSTALL 4"X4"X3" DR11 TEE (GM9)
STA:103+88.63
N:1523849.09, E:3830921.37
INSTALL 4" 45° DR11 BEND (GM7)
STA:104+39.29, 15.12' LT
N:1523864.25, E:3830980.94
INSTALL 3" 45° DR11 BEND (TR2)
STA:104+37.29, 19.69' LT
N:1523870.51, E:3830980.27
INSTALL 3" DR11 SERVICE LINE AND
3" ANODELESS RISER (TR3)
SEE ENTRANCE DETAIL
3+
104+00
105+00
G
G
105+00
BOWMAN
BUILDING
EAST
TRUSTEES
BUILDING
STA:104+37.29
N:1523853.84, E:3830969.80
INSTALL 4" 45° DR11 BEND (GM8)
N:1523851.76, E:3830919.34
EXISTING MONUMENT TO BE
PRESERVED DURING CONSTRUCTION
N 36 °5
7'1 2"
E
.00
N 84°23'55" E 49.00'
S 50°36'05" E 2.00'
S 50°36'05" E
127.00'
S 50°36'05" E
127.00'
N 39°23'55" E 14.00'
N 06°10'24" W 7.00'
N 82°33'12" E 129.00'
STA:103+52.43
N:1523820.16, E:3830899.61
EXISTING SANITARY SEWER CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:103+83.11
N:1523844.68, E:3830918.06
EXISTING WATERLINE CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:104+43.07
N:1523850.17, E:3830974.27
EXISTING WATERLINE CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:104+90.50
N:1523820.06, E:3831010.92
EXISTING WATERLINE CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:103+39.05
N:1523809.47, E:3830891.57
EXISTING WATERLINE CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
4"
DR11
H
DPE
G
N 39°23'55" E 2.00'
STA:104+39.29, 2.00' LT
N:1523854.11, E:3830972.61
INSTALL 3" DR11 VALVE (TR1)
3" DR11 HDPE
STA:103+79.81
N:1523842.04, E:3830916.07
EXISTING GAS CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:104+77.54
N:1523828.29, E:3831000.90
EXISTING GAS CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
EXISTING GAS LINE
STA:104+73.81
N:1523830.66, E:3830998.02
EXISTING ELECTRIC CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
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Landscape Architecture
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(785) 776-0541 Dodge City, KS
(620) 255-1952 Kansas City
(913) 444-9615 Colorado Springs, CO
(719) 465-2145
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PROJECT #: 2509-0376
CHECKED BY: BML
DRAWN BY: EDM
12/8/2025
10'10' 5' 0'
SCALE: 1" = 10'
M
AT
C H
LI
N
E
2+
MATCHLIN
E 10
5+
VERTICAL SCALE: 1" = 5'
5'
S . M
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LA
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. 2
6-
2M
HORIZONTAL CONTROL POINTS
POINT # NORTHING EASTING ELEVATION DESCRIPTION
7 1523845.616 3830929.958 3659.848' "+" PAINTED ON
CONC. SIDEWALK
TRUSTEES EXISTING BUILDING
SERVICE CONNECTION
NOTES:
1. ALL PROPOSED GAS MAIN PIPES AND SERVICE LINES SHALL BE DR11 HDPE.
2. ALL PROPOSED GAS MAIN FITTINGS SHALL BE BUTT FUSED OR SOCKET FUSED DR11 HDPE.
3. ALL PROPOSED GAS MAINS AND SERVICE LINES SHALL BE INSTALLED WITH TRACER WIRE. TRACER WIRE SHALL BE MINIMUM #10 AWG CU/CCS/SS WITH A MINIMUM 30 MIL HDPE/HMWPE YELLOW JACKET
APPROVED FOR DIRECT BURIAL.
4. THE CONTRACTOR SHALL FURNISH 2 VALVE WRENCHES, WITH RECEIPT, FOR EACH TYPE OF GAS
VALVE INSTALLED.
5. RESTORATION FOR DAMAGE CAUSED BY HEAVING, SETTLEMENT, ESCAPING DRILLING FLUID
(FRACOUT) OR THE DIRECTIONAL DRILLING OPERATION, IS THE RESPONSIBILITY OF THE CONTRACTOR.
ANY PAVEMENT HEAVING OR SETTLEMENT DAMAGE REQUIRES RESTORATION/REPLACEMENT OF THE
PAVEMENT PER APPLICABLE STANDARDS OF AUTHORITIES HAVING JURISDICTION.
6. ALL GAS LINE INSTALLATION SHALL BE VIA HORIZONTAL DIRECTIONAL DRILLING OR TRENCHING PER SITE CONDITIONS AS REQUIRED. ANY DISTURBED LANDSCAPING SHALL BE RETURNED TO ORIGINAL
CONDITION OR REPLACED IF BEYOND REASONABLE REPAIR BY THE CONTRACTOR.
7. EVACUATE ALL EXISTING GAS MAIN, AND SERVICE LINES, TO BE ABANDONED IN PLACE.
8. ALL UNDERGROUND LAWN SPRINKLER SYSTEM COMPONENTS, IF DAMAGED DURING GAS LINE
INSTALLATION, SHALL BE REPAIRED BY THE CONTRACTOR.
9. CONCRETE SIDEWALK REMOVAL AND REPLACEMENT, AS NEEDED, IS THE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE SIDEWALK THAT IS REMOVED SHALL BE REPLACED WITH LIKE MATERIALS AND THICKNESSES. PARTIAL PANEL REMOVAL AND REPLACEMENT WILL NOT BE ALLOWED. IF PARTIAL
PANEL IS REMOVED, THEN THE ENTIRE PANEL SHALL BE REPLACED.
10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS.
REPLACE
EXIST W
EXIST W
EXIST W
EXIST WEXIST WEXIST W
EXIST W
EXIST W
EXIST W
EXIST W
EXIST WEXIST WEXIST WEXIST WEXIST W
EXIST W
EXIST W
EXIST W
EX
IS
T W
EX
IS
T W
EX
IS
T W
EX
IS
T W
EX
IS
T W
EX
IS
T W
EX
IS
T W
EX
IS
T W
EX
IS
T W
UE
UE
UE
UE
UEUEUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G G G G G G G G
G
S
W
W
W V
EX
IS
T W
EX
IS
T W
EXIST WEXIST W
EXIST W
EX
IS
T W
EX
IS
T W
EX
IS
T W
W V
G
G
G G G G
G
EX
IS
T W
EX
IS
T W
EX
IS
T W
EXIST W
EXIST W
EXIST W
EXIST WC
O
O O O O O O O O O O O O O O O O O O O O O O O O
O O
O O
O O
O O
O O
O O
O O
O O
O O O O O O O O O O O O O O O O O O O
OOOOOOOOOOOOOOOOOOOO
O
O O
O
OOOOOOOOOOOOOOOOOOOOOOO
O O
O O
O O
O O
O O
O O
O
O O
O O
O O
O
O O
O
W V
H C
P
UE
UE
UE
UE
UE
UE
UE
G G
G
G G
G
G G
G G
G
G
G
G
G
G
G
G
STA:104+37.29, 19.69' LT
N:1523870.51, E:3830980.27
INSTALL 3" DR11 SERVICE LINE AND
3" ANODELESS RISER (TR3)
STA:105+66.07
N:1523772.10, E:3831069.31
INSTALL 4" 45° BEND (GM10)
STA:106+10.64
N:1523727.74, E:3831073.66
INSTALL 4" 90° BEND (GM11)
STA:106+45.46
N:1523724.34, E:3831039.01
INSTALL 4" DR11 SERVICE LINE AND
4" ANODELESS RISER (GM12)
END GAS MAIN IMPROVEMENTS
SEE ENTRANCE DETAIL
6+
105+00
106+00
G
G
BOWMAN
BUILDING
EAST
S 50 °36
'05 " E
7.0
0'
S 05°36'05" E 45.00'
S 84°23'55" W 35.00'
S 50 °36
'05 " E
7.0
0'
N 39°23'55" E N 06°10'24" W 7.00'
STA:105+54.74
N:1523779.29, E:3831060.56
EXISTING ELECTRIC CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:106+14.95
N:1523727.32, E:3831069.37
EXISTING ELECTRIC CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:105+74.82
N:1523763.38, E:3831070.17
EXISTING WATERLINE CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
G
4" DR11 HDPE
G G
STA:104+77.54
N:1523828.29, E:3831000.90
EXISTING GAS CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
STA:104+73.81
N:1523830.66, E:3830998.02
EXISTING ELECTRIC CROSSING
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION DURING POTHOLING
REMOVE & REPLACE 400 SF
OF EXISTING PAVEMENT WITH LIKE
MATERIALS & THICKNESSES
REMOVE EXISTING
GAS LATERAL LINE
REMOVE EXISTING
GAS LATERAL LINE
EXISTING 1.5" HDPE
GAS SERVICE LINE
TO CTE
BUILDING
GAS MAIN PROFILE
106+00 107+00
4"
5° D
R
B
EN
D (G
M
4"
0° D
R
B
EN
D (G
M
4" ANODELESS RISER
CONNECT TO BOWMAN EAST
SEE ENTRANCE DETAIL (GM12)
EXISTING
WATERLINE
EXISTING
ELECTRIC
EXISTING
ELECTRIC
EXISTING GRADE
M
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M
IN
. C O
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R
FO
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" M
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(T
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4" DR11 HDPE
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www.smhconsultants.com Civil Engineering Land Surveying
Landscape Architecture
D
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Manhattan, KS - HQ
(785) 776-0541 Dodge City, KS
(620) 255-1952 Kansas City
(913) 444-9615 Colorado Springs, CO
(719) 465-2145
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MATCHLINE 105+00
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PROJECT #: 2509-0376
CHECKED BY: BML
DRAWN BY: EDM
12/8/2025
10'10' 5' 0'
SCALE: 1" = 10'
6VERTICAL SCALE: 1" = 5'
5'
S . M
AI
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HORIZONTAL CONTROL POINTS
POINT # NORTHING EASTING ELEVATION DESCRIPTION
3 1523872.163 3831088.108 3650.366' 3/8" SPIKE FLUSH W/
GROUND
BOWMAN EAST EXISTING BUILDING
SERVICE CONNECTION
NOTES:
1. ALL PROPOSED GAS MAIN PIPES AND SERVICE LINES SHALL BE DR11 HDPE.
2. ALL PROPOSED GAS MAIN FITTINGS SHALL BE BUTT FUSED OR SOCKET FUSED DR11 HDPE.
3. ALL PROPOSED GAS MAINS AND SERVICE LINES SHALL BE INSTALLED WITH TRACER WIRE.
TRACER WIRE SHALL BE MINIMUM #10 AWG CU/CCS/SS WITH A MINIMUM 30 MIL HDPE/HMWPE
YELLOW JACKET APPROVED FOR DIRECT BURIAL.
4. THE CONTRACTOR SHALL FURNISH 2 VALVE WRENCHES, WITH RECEIPT, FOR EACH TYPE OF GAS
VALVE INSTALLED.
5. RESTORATION FOR DAMAGE CAUSED BY HEAVING, SETTLEMENT, ESCAPING DRILLING FLUID
(FRACOUT) OR THE DIRECTIONAL DRILLING OPERATION, IS THE RESPONSIBILITY OF THE
CONTRACTOR. ANY PAVEMENT HEAVING OR SETTLEMENT DAMAGE REQUIRES
RESTORATION/REPLACEMENT OF THE PAVEMENT PER APPLICABLE STANDARDS OF AUTHORITIES
HAVING JURISDICTION.
6. ALL GAS LINE INSTALLATION SHALL BE VIA HORIZONTAL DIRECTIONAL DRILLING OR TRENCHING
PER SITE CONDITIONS AS REQUIRED. ANY DISTURBED LANDSCAPING SHALL BE RETURNED TO
ORIGINAL CONDITION OR REPLACED IF BEYOND REASONABLE REPAIR BY THE CONTRACTOR.
7. EVACUATE ALL EXISTING GAS MAIN, AND SERVICE LINES, TO BE ABANDONED IN PLACE.
8. ALL UNDERGROUND LAWN SPRINKLER SYSTEM COMPONENTS, IF DAMAGED DURING GAS LINE
INSTALLATION, SHALL BE REPAIRED BY THE CONTRACTOR.
9. CONCRETE SIDEWALK REMOVAL AND REPLACEMENT, AS NEEDED, IS THE RESPONSIBILITY OF
THE CONTRACTOR. CONCRETE SIDEWALK THAT IS REMOVED SHALL BE REPLACED WITH LIKE
MATERIALS AND THICKNESSES. PARTIAL PANEL REMOVAL AND REPLACEMENT WILL NOT BE
ALLOWED. IF PARTIAL PANEL IS REMOVED, THEN THE ENTIRE PANEL SHALL BE REPLACED.
10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS.
REPLACE
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SHEET #
DATE:
NORTH
www.smhconsultants.com Civil Engineering Land Surveying
Landscape Architecture
D
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Manhattan, KS - HQ
(785) 776-0541 Dodge City, KS
(620) 255-1952 Kansas City
(913) 444-9615 Colorado Springs, CO
(719) 465-2145
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PROJECT #: 2509-0376
CHECKED BY: BML
12/8/2025
DRAWN BY: EDM
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6-
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SHEET #
DATE:
NORTH
www.smhconsultants.com Civil Engineering Land Surveying
Landscape Architecture
D
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Manhattan, KS - HQ
(785) 776-0541 Dodge City, KS
(620) 255-1952 Kansas City
(913) 444-9615 Colorado Springs, CO
(719) 465-2145
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SCALE: NTS
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PROJECT #: 2509-0376
CHECKED BY: BML
12/8/2025
DRAWN BY: EDM
D R
IP
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IN
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EXISTING
TREE
TREE PROTECTION DETAIL
NOT TO SCALE
6.5' STEEL T-POST
6' O.C.
EXISTING
GRADE
SNOW
FENCE6' TYP.
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LA
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. 2
6-
2M
TRACER WIRE ON PE PIPE DETAIL
ELECTROTHERMICALLY WELD, OR USE A CONNECTOR,
TYPE - BURNDY OR EQUAL FOR TEE CONNECTION.
TYPICAL
VALVE
USE NO. 10 TRACER WIRE
APPROVED FOR DIRECT
BURIAL
PLASTIC PIPE
EXOTHERMICALLY WELD OR USE A
NO. 10 COPPER CONNECTOR TYPE-
BURNDY OR EQUAL
EXOTHERMICALLY WELD, OR USE
A CONNECTOR, TYPE - DOSSERT
DPC, HOMAC, OR EQUAL.
INSTALL #10 CU/CCS/SS WIRE WITH MIN.
30 MIL HDPE/HMWPE JACKET TO THE
TOP OF VALVE BOX ALONG THE INSIDE
OF UPPER VALVE BOX SECTION.
FINISHED GRADE
TYPICAL
VALVE BOX
NO SCALE
VALVE BOX DETAIL - PE VALVE AND ABS BOXES
VALVE BOX COVER SHALL BE LOCKING TYPE.
NOTE:
PE VALVE
ABS PLASTIC VALVE
BOX (2 PIECE)
CAST IRON RING AND
COVER
1" CHAMFER WHEN
LOCATED IN AREAS
OTHER THAN ROADS,
SIDEWALKS, OR OTHER
PAVED AREAS.CAST AROUND THE TOP
OF EACH VALVE BOX A
CONCRETE DISK.
VALVE BOX TOP
24"Ø
#4 X 16"Ø
REINFORCEMENT
6"
NO SCALE
AutoCAD SHX Text 6"
AutoCAD SHX Text
GAS
| Sheets and Views |
| 1 TITLE SHEET |
| 2 GAS MAIN PLAN & PROFILE |
| 3 GAS MAIN PLAN & PROFILE |
| 4 GAS MAIN PLAN & PROFILE |
| 5 GAS DETAILS |
| 6 GAS DETAILS |
File details come from the government source that posted it. Updated .