C05_Attach 4_PUUU_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Pike Underground Utility Upgrade Federal contract opportunity
- Solicitation number
- 1240LT26Q0090
- Issued by
- Department of Agriculture Forest Service
About this file
This is a set of construction design drawings for the Pike Underground Utilities Upgrade project for the United States Department of Agriculture Forest Service, Rocky Mountain Region (R2), Pike-San Isabel National Forests & Cimarron and Comanche National Grasslands.
The project encompasses underground utilities upgrades at four work center locations: Lake George Work Center, Monument Fire Center (MFC), Fairplay Work Center, and AG Ranch Work Center. Work at Lake George includes replacement of sewer lines with SDR-35 PVC piping, installation of a new 2,000-gallon septic tank system with pressurized distribution to three rows of graveless infiltration chambers, and abandonment of existing septic infrastructure. At Monument Fire Center, work includes replacement of classroom sewer lines with SDR-35 PVC in concrete encasement, replacement of fire hydrants with 3x3-foot concrete pads, and protection of existing trees during excavation. Fairplay Work Center requires replacement of a 1-inch waterline with 1-inch HDPE piping at 10 feet cover depth with foam insulation, connected to existing city water service. AG Ranch Work Center involves removal and replacement of two 1,500-gallon septic tanks serving the bunkhouse and office buildings with leach field systems consisting of three trenches at 80 feet each with 6-foot spacing. All work includes standard utility line depths of 10 feet minimum for water lines, 4 feet for sewer lines, 2 feet for electrical and gas lines, with detectable warning tape, initial bedding, and subsequent backfill requirements. The drawings are dated 05/01/2026 and were prepared by designer C. Hogenauer and checked by P. Krieble.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1240LT26Q0090_A0002_Final.pdf | ||
| 1240LT26Q0090_A0001_Final.pdf | ||
| C05_Attach 2_SOW.pdf | ||
| C05_Attach 1_SOI_PUUU.xlsx | XLSX spreadsheet | |
| C05_Attach 3_PUUU_Con Manual.pdf | ||
| 1240LT26Q0090_Final.pdf | ||
| C05_Attach 5_WD-CO20260019-28.pdf |
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Text version
DATE
RECOMMENDED BY:
FOREST ENGINEER
PROJECT MANAGER
REGIONAL ENGINEER
FOREST SUPERVISOR
ENGINEERING/REGIONAL SPECIALIS
I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:
APPROVED BY:
THESE DRAWINGS COMPLY WITH THE FOREST PLAN AND PROJECT
SPECIFIC NEPA DOCUMENTATION:
DATE
DATE
DATE
DATE
PROJECT ADDRESS
Lake George Work Center 140 Trail Creek Road, Lake George, CO 80827 (38.9794°, -105.3534°)
INDEX
TITLE OF SHEET
UNITED STATES DEPARTMENT OF AGRICULTURE
FOREST SERVICE
ROCKY MOUNTAIN REGION
PIKE-SAN ISABEL NATIONAL FORESTS & CIMARRON
AND COMANCHE NATIONAL GRASSLANDS
SOUTH PARK/PIKES PEAK/SOUTH PLATTE RANGER
DISTRICTS
PIKE UNDERGROUND
UTILITIES UPGRADE
T1.1 T1.2 C1.1 C1.2 C1.3 C2.1 C2.2 C2.3 C3.1 C4.1 D1.1 D1.2 D1.3 D1.4
TITLE SHEET
GENERAL NOTES
LAKE GEORGE SITE PLAN: REPLACEMENT SEWER LINES
SECTION DETAIL: LG OFFICE SEWER LINES
SECTION DETAIL: LG SEPTIC SYSTEM
MFC SITE PLAN: REPLACEMENT SEWER LINES
MFC SITE PLAN: REPLACEMENT HYDRANTS
SECTION DETAIL: MFC CLASSROOM SEWER LINES
FAIRPLAY WC SITE PLAN: REPLACEMENT WATERLINE
AG RANCH SITE PLAN: SEPTIC TANK REPLACEMENT
DETAILS: LAKE GEORGE SEPTIC
DETAILS: LAKE GEORGE SEPTIC 2
DETAILS: HYDRANT AND TRENCH
DETAILS: AG SEPTIC TANKPROJECT LOCATIONS
Monument Fire Center 3751 Mt. Herman Rd Monument, CO 80132 (39.0855°, -104.9051°)
PROJECT
LOCATIONS
Fairplay Work Center 310 2nd Street Fairplay, CO 80440 (39.2282°, -106.00537°)
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO.
REVISION / ISSUE
FOREST SERV I CE
DEP AR TMENT OF AGR I CU LT
UR
E
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
TITLE SHEET
C.HOGENAUER
P. KRIEBLE
T1.1
01 14
AG Ranch Work Center 56052 S Hwy 285 Shawnee, CO 80475 (39.423277°, -105.554510°)
GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, FOREST SERVICE FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE APPLICABLE FOREST SERVICE FIRE PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTING STANDARDS OR SPECIFICATIONS. IN THE EVENT OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE
MORE STRINGENT OR HIGHER QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL APPLY.
2. THE CONTRACTOR SHALL OBTAIN, AT THEIR OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO STATE GROUNDWATER DISCHARGE AND COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER ONE WEEK PRIOR TO PLANNED
PARKING AND DRIVE ACCESS CLOSURES.
4. EXISTING UTILITIES IDENTIFIED AS ABANDONED MAY BE REMOVED IF ENCOUNTERED. PLUS EACH OPEN END AT POINTS OF REMOVAL.
5. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK. THE GOVERNMENT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN ON PLANS. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE CONTRACTING OFFICER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM GOVERNMENT BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH GOVERNMENT, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT CONTRACTING OFFICER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF
COLORADO (1-800-922-1987, WWW.UNCC.ORG).
6. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. GROUNDWATER TO BE PUMPED SHALL BE TESTED, PERMITTED, AND PUMPED PER THE STATE OF COLORADO AND LOCAL GROUNDWATER DISCHARGING PERMIT REQUIREMENTS.
8. ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL ADJUST
IMPROVEMENTS TO MATCH FINAL PAVEMENT AND FINISHED GRADE ELEVATIONS.
9. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN HEREON ARE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY OTHERS. AT CRITICAL AREAS AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY CONTRACTING OFFICER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPE NOT IN CONFORMANCE WITH CDOT STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES.
10. FINAL LIMITS OF REQUIRED ASPHALT SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE CONTRACTING OFFICER AND WITHIN CDOT STANDARDS. CONTRACTOR SHALL PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION POINTS
TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS.
11. ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SERVICE. IF FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE WITH LIKE KIND CAP WITH STANDARD CAST ACCESS LID WITH SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A CONCRETE COLLAR (18"x18"x6" THICK) AT ALL EXISTING AND PROPOSED MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC.
12. GOVERNMENT TO APPROVE ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT
LAYOUT PLAN TO GOVERNMENT FOR APPROVAL PRIOR TO CONSTRUCTION.
13. PIPE LENGTHS AND HORIZONTAL CONTROL POINTS SHOWN ARE FROM CENTER OF STRUCTURES, END OF FLARED END SECTIONS, ETC. SEE STRUCTURE DETAILS FOR EXACT HORIZONTAL CONTROL LOCATION. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ACTUAL PIPE LENGTHS TO ACCOUNT FOR
STRUCTURES AND LENGTH OF FLARED END SECTIONS.
14. ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED
BY THE GOVERNMENT.
15. THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION, THE STATE OF COLORADO, MILE HIGH FLOOD DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M-STANDARD PLANS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, AND THE APPROVED EROSION CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS LADEN RUNOFF FROM LEAVING THE SITE, AND FOR KEEPING ALL PUBLIC AREAS FREE OF MUD AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING FINAL GRADES AND FOR REMOVING ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER QUALITY AREAS. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS
ESTABLISHED AND ACCEPTED BY GOVERNMENT.
16. LOCATIONS OF CLEANOUTS, LIGHTS, SIGNAGE, JUNCTION BOXES, AND OTHER SIGNIFICANT SITE FEATURES TO BE STAKED FOR CONTRACTING OFFICER AND OR GOVERNMENT APPROVAL PRIOR TO WORK. CLEANOUTS, JUNCTION BOXES, AND ADJACENT GRADES TO BE RAISED ONE-HALF INCH AT ASPHALT/CONCRETE (OR 1" AT LANDSCAPING) TO PROVIDE POSITIVE DRAINAGE AWAY FROM FEATURES.
NAD83 COLORADO STATE PLANES, CENTRAL ZONE, US FOOT- FOR LOCAL REFERENCE ONLY
CONTROL POINTS
CP # CP NAME NORTHING EASTING
LAKE GEORGE WORK CENTER
1 CLEANOUT 2 1417323.6 30441557.0
2 CLEANOUT 5 1417399.3 3041578.4
3 REPLACEMENT 2000 GAL
TANK
1417487.4 3041599.0
MONUMENT FIRE CENTER
4 CLEANOUT 1 1456596.8 3168795.8
5 CLEANOUT 2 1456521.0 3168841.4
6 EXISTING MANHOLE 1456471.0 3168873.5
7 FIRE HYDRANT 1456495.6 3168972.2
8 FROST PROOF HYDRANT 1456418.6 3168993.4
FAIRPLAY WORK CENTER
9 WATERLINE REPLACEMENT 1508325.5 2856857.7
10 SHOP BUILDING ENTRANCE 1508484.5 2856836.5
AG RANCH WORK CENTER
11 BUNK HOUSE SEPTIC TANK 1578557.7 2982035.9
12 OFFICE SEPTIC TANK 1578209.8 2982337.1
ABBREVIATIONS:
1. OC- ON CENTER
2. SDR- STANDARD DIMENSION RATIO
3. CONC- CONCRETE
4. MFC- MONUMENT FIRE CENTER
5. LG- LAKE GEORGE
6. FT- FOOT
7. HDPE- HIGH-DENSITY POLYETHYLENE
8. PVC- POLYVINYL CHLORIDE
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
SUB SHEET NO.
DATENO.
REVISION / ISSUE
FOREST SERV I CE
DEPA R TMENT OF AGR I CU LT
UR
E
DATE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
GENERAL NOTES
C.HOGENAUER
P. KRIEBLE
T1.2
02 14
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51.5' 4" SRD 35
CLEANOUT 3
5' MIN
SIGN
26.7'
61.6'
63.5'6" SDR 35
CLEANOUT 1
TREE
28.6'
OFFICE
SHOP
BROWN HOUSE
3 ROWS OF CHAMBERS; 0% SLOPE; 18
CHAMBERS PER LATERAL ON
IMPORTED SAND WITH 3:1 SLOPE MAX
NEW
UNDERGROUND
ELECTRIC
LINE FROM
SHOP
PROPANE TANK
TR
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FIBER BOXES
CLEANOUT 4
CLEANOUT 2
N: 1417323.6' E: 3041557.0'
REPLACEMENT 2000 GAL. TANK
N: 1417478.4' E: 3041599.0'
EXISTING SEPTIC
TANK ABANDON IN
PLACE
HAZ MAT STORAGE SHED
95.0'
CMP
8.5'
66.9'
EXISTING SEWER LINES
CLEANOUT 5
N: 1417399.3' E: 3041578.4'
5.0'
74.0' 20.5'
CMP NOT SHOWN
96.8'
6" SDR 35
LEGEND
LINETYPE UTILITY
-UE- UNDERGROUND ELECTRIC
-UT- UNDERGROUND
TELEPHONE
-FO- UNDERGROUND FIBER
-G- UNDERGROUND GAS LINE
-P- UNDERGROUND PROPANE
-W- UNDERGROUND WATER
-X- FENCE
-S- UNDERGROUND SEWER
A PLAN VIEW: LG REPLACEMENT SEPTIC SYSTEM
C1.2 SCALE: 1"=30' (PLOTTED 11"X17")
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/1/2026
LAKE GEORGE SITE
PLAN: REPLACEMENT
SEWERLINES
C.HOGENAUER
P. KRIEBLE
C1.1
03 14
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WORK CENTER ROAD AGG
SURFACING, ELEV. 99.5'
5'
TIE INTO EXISTING BUILDING SEWER
AT INTERSECTION OF CAST-IRON
AND CLAY PIPING W/ SHIELDED FLEXIBLE BAND
INVERT ELEVATION 96.6'
4" SDR 35
2% SLOPE
WYE ELEVATION ELEVATION 89.7'
90.7'
~5 .8
OFFICE-
UPPER
RESTROOM
~5
51.5'
SANITARY T CLEANOUT 3
CONNECTION FROM OFFICE
BASEMENT AND BROWN HOUSE
6" WYE
6" SDR 35
2% SLOPE
6" SDR 35
A SECTION DETAIL: LG OFFICE SEWER LINE
C1.3 NO SCALE
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
SECTION DETAIL:
LG OFFICE
SEWER LINES
C.HOGENAUER
P. KRIEBLE
C1.2
04 14
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CULVERT
INVERT 97.5'
~4 ' B
EL
O
W C
U
LV
ER
T
EXISTING GRADE 91.2'
2000 GALLON 3 COMPARTMENT
TANK, RISERS 91.3'
INLET TO TANK
88.3'
CONTROL BOX
2% MIN DRAIN BACK TO TANK
OUTLET OF TANK 88.4'
FIELD INLET ELEVATION 92.8'
1.5" PVC SCHEDULE 40
6" SDR 35
TOP OF SAND 92.2'
BROWNHOUSE 5'
6" SRD 35 PVC
63.5'
7'
TIE INTO EXISTING BUILDING SEWER
AT INTERSECTION OF CAST-IRON
AND CLAY PIPING W/ SHILDED FLEXIBLE
COUPLING APPROX. ELEV 92.9'
WYE CONNECTION FROM OFFICE
BASEMENT 4" SDR 35 PVC
APPROX 2% SLOPE
SANITARY T
CLEANOUTS 1 & 2
CONC. SIGN BASE ELEV. 100' (BM)
88.3'
SANITARY T CLEANOUT 5
6" SRD 35 PVC
WYE CONNECTION FROM
OFFICE UPPER RESTROOM
4" INTO 6" SDR 35
TO SEPTIC
TANK
A SECTION DETAIL: BROWN HOUSE SEWER LINES
C1.4 NO SCALE
B SECTION DETAIL: PRESSURIZED DISTRIBUTION
C1.4 NO SCALE
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
SECTION DETAIL: LG
SEPTIC SYSTEM
C.HOGENAUER
P. KRIEBLE
C1.3
05 14
TOP OF MOUND 94.1'
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22.4''
EXISTING
4" SEWER LINE
ABANDON IN PLACE
3-STORY
BUILDING
LEGEND
LINE TYPE UTILITY
-G- GAS LINE
-3"W- 3" WATER LINE
-1.5"W- 1.5" WATER LINE
-UT- PHONE LINE
-UE- UNDERGROUND
ELECTRIC
-S- REPLACEMENT
SEWER LINE
-O- EXISTING SEWER
LINE
17.1''
73.5''
CLEAN OUT
TO BE REMOVED AND
REPLACED
CONCRETE
PAD
NOTES:
1. PROTECT EXISTING TREES.
HAND EXCAVATION REQUIRED
WITHIN DRIP LINE OF TREES.
2. REMOVE ALL EXISTING
CLEANOUTS
~20.0'
9.4''
CLASSROOM
REPLACEMENT SEWERLINE
SDR-35 PVC
ENCASE SEWER LINE IN
CONCRETE MIN. 6" THICK,
10' ON BOTH SIDES OF
3" EXISTING WATER LINE
EXISTING 1.5" DRAIN FOR WATERLINE
5.0'
34.5'
EXISTING MANHOLE
N: 1456471.0' E: 3168873.5'
CLEANOUT 2
N: 1456521.0' E: 3168841.4'
CLEANOUT 1
N: 1456596.8' E: 3168795.8'
PROTECT EXISTING TREES
A PLAN VIEW: MFC CLASSROOM SEWER
C2.1 SCALE: 1"=15' (PLOTTED 11"X17")
DATENO.
REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
MFC SITE PLAN:
REPLACEMENT
SEWER LINES
C.HOGENAUER
P. KRIEBLE
C2.1
06 14
Feet
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HOTSHOT OFFICE
FIRE
CACHE
LEGEND
LINE TYPE UTILITY
-G- GAS LINE
-3"W- 3" WATER LINE
-1.5"W- 1.5" WATER LINE
-UT- PHONE LINE
-UE- UNDERGROUND
ELECTRIC
-S- SEWER LINE
LOCKER ROOM &
KITCHEN
REMOVE AND REPLACE EXISITING YARD
HYDRANT W/ 3X3 CONC. PAD
N: 1456418.6' E: 3168993.4'
REMOVE AND REPLACE EXIST. FIRE HYDRANT
W/ 3X3 CONC. PAD
N: 1456495.6' E: 3168972.2'
A PLAN VIEW: MFC HYDRANT REPLACEMENT
C2.2 SCALE: 1"=15' (PLOTTED 11"X17")
DATENO.
REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
MFC SITE PLAN:
REPLACEMENT
HYDRANT
C.HOGENAUER
P. KRIEBLE
C2.2
07 14
Feet
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AutoCAD SHX Text 4/29/26 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_MFC PLAN VIEW.DWG;;
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CLASSROOM
MAX 5 LF
EXISTING MANHOLE
ELEVATION 100' (BM)
INLET FROM CLASSROOM
ELEVATION 96.0'
INLET FROM 3
STORY BUILDING
2% SLOPE
4" SDR 35
PVC PIPING
EXISTING GROUND
ELEVATION 103.2'
BOTTOM OF EXISING MANHOLE
ELEVATION 91.9'
4' C
O
VE
R M
IN
100LF
SANITARY T CLEANOUT
WITH CONCRETE COLLAR
56.9 LF
EXISTING GAS LINE APPROX.
24" BELOW GRADE
CONTRACTOR TO LOCATE
TIE INTO EXISTING
SEWER LINE W/
SHIELDED
FLEXIBLE
COUPLING
REPLACE CAST
IRON DROP PIPE
WITH PVC
EXISTING SEWER LINE
DO NOT REPLACE
EXISTING 3" WATER LINE
APPROX. 6 FT BELOW GRADE
EXISTING ELECTRICAL LINE
CONTRACTOR TO LOCATE
EXISTING PHONE LINE
CONTRACTOR TO LOCATE
ENCASE SEWER LINE IN CONCRETE MIN, 6" THICK,10'
ON BOTH SIDES OF EXISTING WATER LINE
DRAINS TO SEPTIC
TANK
~1 ' 6
A SECTION DETAIL: CLASSROOM SEWER LINES
C2.3 NO SCALE
DATENO.
REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
SECTION DETAIL:
MFC CLASSROOM
SEWERLINES
C.HOGENAUER
P. KRIEBLE
C2.3
08 14
AutoCAD SHX Text 4/29/26 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_MFC_SEPTIC-DETS.DWG;;
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G
G
G G
G
G G
G G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G G
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SHOP
UPPER BUNKHOUSE
RANGER HOUSE
RANGER
HOUSE
GARAGE
LOWER
BUNKHOUSE
MOBILE HOME
S
S S
S
UE
U E
U E
U E
U E
U E
U E
W
W
W
W
W
W
W
S
S
1" WATERLINE TO BE
REPLACED, 10FT COVER WITH FOAM
INSULATION
HAZMAT
SHED
22.8'
77.8'
S
S
S
S
S
S
S
CITY SEWER LINE
UT
UT
UT
UT
UT
x x x x x x x x x x x
COMPRESSION FITTING WITH
CRUSH OLIVE CONNECTOR, BEGIN
WATERLINE REPLACEMENT AT SHUTOFF
1" COPPER LINE
CONNECTION
WITH CITY WATER
BEGIN WATERLINE REPLACEMENT
N: 4342475.8'
E: 413281.9'
2ND STREET
CONNECT TO EXISTING WATER SERVICE AT
BUILDING
N: 4342565.8' E: 413260.8'
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
FAIRPLAY WC SITE
PLAN: WATERLINE
REPLACEMENT
C.HOGENAUER
P. KRIEBLE
C3.1
09 14
LEGEND
LINETYPE UTILITY
-UE- UNDERGROUND ELECTRIC
-E- OVERHEAD ELECTRIC
-UT- UNDERGROUND
TELEPHONE
-G- UNDERGROUND GAS LINE
-W- UNDERGROUND WATER
(1"COPPER LINE)
-/-/- WATERLINE TO BE
REPLACED (1" HDPE)
-S- UNDERGROUND SEWER
-X- FENCE/ PROPERTY LINE
Feet
A PLAN VIEW: FAIRPLAY WORKCENTER
C3.1 SCALE: 1"=40'
AutoCAD SHX Text 4/29/26 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_FAIRPLAY WC PLAN VIEW.DWG;;
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OFFICE
BUNKHOUSE
BARN
LEACH FIELD, 3 LINES,
40' EACH, 6' SPACING
FENCED
IN LIVE
STOCK
PEN
HIGHWAY 285
80.0'
LEACH FIELD, 3 TRENCHES, 80'
EACH, 6' SPACING
BUNK HOUSE SEPTIC TANK REMOVE AND REPLACE 1500 GAL.
N: 1578557.7' E: 2982035.9'
OFFICE SEPTIC TANK REMOVE AND REPLACE 1500 GAL.
N: 1578209.8' E: 2982337.1'
40.0'
Fee t
050100
LEGEND
LINETYPE UTILITY
-UE- UNDERGROUND ELECTRIC
-W- UNDERGROUND WATER
-X- FENCE
-S- UNDERGROUND SEWER
-G- UNDERGROUND GAS
A PLAN VIEW: AG RANCH WORK CENTER
C4.1 SCALE: 1"=80' (PLOTTED (11"X17")
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/1/2026
AG RANCH WC SITE
PLAN: SEPTIC TANK
REPLACEMENT
C.HOGENAUER
P. KRIEBLE
C4.1
10 14 Feet
AutoCAD SHX Text 4/29/26 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_LG AND AG PLAN VIEW.DWG;;
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2' -0
M
IN8'-6" 6'-0"
STANDARD GRAVELESS
CHAMBER (TYP.)
IMPORTED BACKFILL 6"
LIFTS COMPACTED
BY TRACKED MACHINERY
MIN. 1 FT
COVER
MOUND 16"
FOR
DRAINAGE
MAXIMUM
3:1 SLOPE
IMPORTED
TREATMENT
SAND
EXISTING
GRADE
6'-0"
MIN COVER 1FT
0.
5'
0.
5'
4"
5"
BUTYL RUBBER SEALANT
FLEXIBLE
BOOT
24" MIN RISERS HEIGHT, RISERS 3"
ABOVE GRADE
BALL VALVE
QUICK
DISCONNECT
STAINLESS
STEEL CHAIN
16.3'
4.
6'
4.
4'
WIRES TO PANEL
3'
CONTROL PANEL
WITH AUDIO AND VISUAL ALARM
4"X4" POST
18" CONCRETE
24" DEEP
FILTER
PERFORATED PIPE
IN HANGER
HOLES AT 2, 6 &
10 O'CLOCK
IMPORTED
TREATMENT
SAND
A DETAIL: 3 COMPATMENT PUMP TANK
D1.1 SCALE: 1"=2.5' (PLOTTED 11"X17")
B DETAIL: LEACH FIELD
D1.1 SCALE: 1"=3' (PLOTTED 11"X17") C DETAIL: CHAMBERS
D1.1 NO SCALE
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
DETAILS: LAKE GEORGE
SEPTIC
C.HOGENAUER
P. KRIEBLE
D1.1
11 14
SYSTEM DETAILS
PUMP DISCHARGE (GPM) 39
PUMP HEAD (FT) 18.4
VOLUME OF TANK (GAL) 2000 (2500
TOTAL)
FILTER SIZE 1/8 INCH
DISCHARGE VOLUME (GAL) 40
PRESSURIZED DISTRIBUTION DETAIL
COMPONENT
DIAMETER OF DISTRIBUTION PIPE 1.5 INCHES
DIAMETER OF PERFORATIONS 1/8 INCH
SPACING OF PERFORATIONS 2.5 FT OC
PERFORATIONS PER LATERAL 31
CHAMBERS PER LATERAL 18
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SANITARY T CLEANOUT
WITH CONCRETE COLLAR
SDR-35 SEWER LINE 2%
MIN SLOPE TO SEPTIC
TANK
SDR-35 CONNECT
TO BUILDING PIPING
WITH COUPLING
THREADED
PLUG,
TYP.
SDR-35
RISER
CONCRETE
CLEANOUT BOX WITH
'SEWER' CAST IN LID
2'x2'x4" THICK
CONCRETE PAD; 4" OF
CONCRETE ON ALL
SIDES OF PVC
CLEANOUT
CHAMBERS
CONTINUE
INSPECTION PORT
3" ABOVE GRADE
THREADED CLEANOUT
3" ABOVE GRADE
2' IMPORTED SAND MEDIA
1.5" SCHEDULE 40 PVC, 90° EXTENDED RADIUS ELBOW
12-16"
IMPORTED
COVER
QUICK 4
END PLATES
QUICK 4 STANDARD
INFILTRATION CHAMBERS
FROM PUMP
TANK
1.5" PRESSURIZED
PVC, 4 WAY TEE
CONNECTION
A DETAIL: FIELD CLEANOUT
D1.2 NO SCALE B DETAIL: FIELD ORENTATION
D1.2 NO SCALE
C DETAIL: CLEANOUT
D1.2 NO SCALE
D SYSTEM CURVE
D1.2 NO SCALE
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
DETAILS: LAKE GEORGE
SEPTIC 2
C.HOGENAUER
P. KRIEBLE
D1.2
12 15
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1-1/2" FIRE HYDRANT
3'X 3' X 4" THICK
CONCRETE SLAB
M
IN
8"
2% SLOPE ALL
DIRECTIONS
DRAIN ROCK
6'
6"
" MIN. 5'
SECTION OF
GALVANIZED
STEEL PIPE
BRONZE DRAIN TUBE
12" 12"
1-#4 REBAR
EMBEDDED IN
CONCRETE
CONCRETE THRUST
BLOCK WELDED
WIRE
REINFORCEMENT
BALL CONE SPRING
CHECK VALVE
WRAP DRAIN ROCK IN
GEOTEXTILE FABRIC
VA
R
IE
S
D
D
1' -0
*** 10'-0" MIN. COVER FOR WATER LINE
4'-0" MIN. COVER OVER SEWER LINE
2'-0" MIN. COVER OVER ELECTRICAL
2'-0" MIN COVER OVER GAS LINE
UTILITY LINE DEPTHS
6" MIN. BEDDING, SEE
SPECIFICATIONS
INITIAL BACKFILL
DETECTABLE WARNING TAPE,
12" ABOVE TOP OF UTILITY
PIPE OR CONDUIT
SUBSEQUENT BACKFILL
D + 2'-0"
MAX.
WIDEN TRENCH AS NEEDED
AND SHORE ABOVE PIPE
FOR WORKER SAFETY
UTLITY
SURFACE BACKFILL
NOTES:
SURFACE BACKFILL SHALL BE
TOPSOIL IN LANDSCAPE AREA OR
CDOT CLASS 6 AGGERAGTE BASE
COURSE IN DRIVE AND PARKING
AREAS
TRACER WIRE INSTALLED
ABOVE WATER, SEWER,
AND GAS LINES
FOAM INSULATION
(IF REQUIRED)
3/4" HOSE CONNECTION
EXPANSION
JOINT
2% SLOPE
ALL DIRECTIONS
STAND PIPE
3'X 3' X 4" THICK
CONCRETE SLAB
6"X6"X10 GA
WELDED WIRE FABRIC
USE G.S.P. A MIN. OF
5' OUT FROM HYDRANT
UNION
1' -6
1'
2' SQUARE 12" X 12" X 8" HIGH
CONC. SUPPORT BLOCK
WITH WELDED WIRE
REINFORMENT
DRAIN ROCK
6'
BU
R Y
D
EP
TH
WEEP HOLE
DRAIN
DIRECTLY TO
DRAIN ROCK
BALL CONE
SPRING
CHECK VALVE
WRAP DRAIN ROCK IN
GEOTEXTILE FABRIC
B DETAIL: FIRE HYDRANT
D1.3 NO SCALEA DETAIL: FROST PROOF HYRANT
D1.3 NO SCALE
C DETAIL: TRENCH
D1.3 NO SCALE
DATENO.
REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
DETAILS: HYDRANT
AND TRENCH
C.HOGENAUER
P. KRIEBLE
D1.3
13 14
AutoCAD SHX Text 6"
AutoCAD SHX Text 4/29/26 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU 10:01 CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CHARLESHOGENAUER C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU C:\USERS\CHARLESHOGENAUER\BOX\7300BUILDINGS&STRUCTURES\7310_BUILDING&FACILITIES\10_SOUTHPARK\LAKE_GEORGE_WC_10005\WC SITE & UTILS\LOWER SEPTIC\PUUU CONTRACT\DESIGN\CAD\PUUU_MFC_SEPTIC-DETS.DWG;;
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10.7' 4.
7'
1.
5'
1.
6'
4.
1'
1.
5'
4.
4'
4"
5"
FLEXIBLE BOOT BUTYL RUBBER SEALANT
RISERS 3" ABOVE GRADE
11'
5.
7'
20" CLEAR ACCESS
DATENO.
REVISION / ISSUE
Xref .\R2Borders\X-USFS-BDR-DATA.dwg
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN
REGION
PIKE
UNDERGROUND
UTILITIES
UPGRADE
PIKE-SAN ISABEL
NATIONAL FORESTS &
CIMARRON AND
COMANCHE NATIONAL
GRASSLANDS
05/01/2026
DETAILS: AG RANCH
SEPTIC TANK
C.HOGENAUER
P. KRIEBLE
D1.4
14 14
A SECTION VIEW: 1500 GALLON TANK
D1.4 SCALE: 1"=2' (PLOTTED 11"X17')
B TOP VIEW: 1500 GALLONS TANK
D1.4 SCALE: 1"=2' (PLOTTED 11"X17")
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| Sheets and Views |
| FS CAD - Title Sheet-PUUU-T1.1 |
| FS CAD - Title Sheet-PUUU-T1.2 |
| PUUU_LG and AG Plan View-c1.1 |
| PUUU_ LG_SEPTIC-DETS-C1.2 |
| PUUU_ LG_SEPTIC-DETS-C1.3 |
| PLOT |
| PUUU_MFC Plan View-C2.1 |
| PUUU_MFC Plan View-C2.2 |
| PUUU_MFC_SEPTIC-DETS-C2.3 |
| PLOT |
| PUUU_Fairplay WC Plan View-c3.1 |
| PUUU_LG and AG Plan View-C4.1 |
| PUUU_ LG_SEPTIC-DETS-D1.1 |
| PUUU_ LG_SEPTIC-DETS-D1.2 |
| PUUU_MFC_SEPTIC-DETS-D1.3 |
| PLOT |
| PUUU_ LG_SEPTIC-DETS-D1.4 |
| PLOT |
| PUUU_MFC Plan View.pdf |
| Sheets and Views |
| PUUU_MFC Plan View-C2.1 |
| PUUU_MFC Plan View-C2.2 |
| PUUU_Fairplay WC Plan View-c3.1.pdf |
| Sheets and Views |
| c3.1 |
| 2026-04-29T14:08:03-0600 | |
| CHARLES HOGENAUER (Affiliate) |
| 2026-05-18T12:13:02-0600 | |
| PHILLIP KRIEBLE |
| 2026-05-19T07:06:51-0600 | |
| GERARDO CHAVARRIA |
| 2026-05-18T16:25:28-0600 | |
| RYAN NEHL |
| 2026-05-27T08:59:32-0600 | |
| CORRINE KEGEL |
File details come from the government source that posted it. Updated .