2-Golf Course Drainage Improvements 10-7-2026.pdf
PDF 8 MB Posted
- Solicitation number
- CIP 26-09
- Issued by
- Salt Lake County, Utah
About this file
This is a set of construction plan drawings and specifications prepared by Draper City Engineering Division for golf course drainage improvements at South Mountain Golf Course in Draper, Utah. The project encompasses storm drain infrastructure repairs and access road construction to an existing detention basin, with all work to be performed in accordance with the detailed plans and specifications provided. The scope includes installation of drainage pipe, construction of access roads totaling approximately 7,076 square feet with road base and recycled concrete materials, installation of approximately 2,024 square feet of rip-rap channel work, construction of approximately 954 square feet of concrete pathways, installation of concrete pipe anchors, outfall and inlet structures, low-flow bypass piping, and concrete bollards with chain gates. A mandatory pre-bid meeting is scheduled for Thursday, October 15, 2026 at 2:00 PM at Draper City Hall. Bid documents will be posted to the Utah Public Procurement Place (U3P) website on or before Friday, October 9, 2026 at 3:00 PM. Electronic bid responses are due by 2:00 PM on Thursday, October 29, 2026, with responses to be opened by Draper City staff and posted to U3P within 24 hours showing only firm names and total bid amounts. Questions must be submitted electronically through U3P before 5:00 PM on Tuesday, October 27, 2026.
A 5% bid bond is required for all responses. The project involves numerous existing utilities within the project limits, and contractors are responsible for contacting Blue Stakes for utility location marking prior to beginning any demolition or construction work. Construction notes specify protection of existing improvements including curb and gutter, existing storm drain pipes, golf cart paths, and overflow drainage systems. The contractor must restore private sprinkler systems and ensure all topo lines and elevations are verified with survey upon construction. All lot line fences and walls modified during construction must be finished and extended back to right-of-way line to preserve aesthetic qualities. The city reserves the right to reject any and all responses and to waive any irregularities, informalities, or technicalities deemed in the city's best interest. Award is subject to Draper City Council approval, and the city is not responsible for expenses incurred prior to such award.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Contract Docs Base.pdf | ||
| 3-Specifications Draper City.pdf |
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Text version
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DRAINAGE IMPROVEMENTS
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3 CONSTRUCTION PLAN CP-1
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6 STANDARD DETAILS DT-1
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#10531524
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#10531524
GOLF COURSE
DRAINAGE IMPROVEMENTS
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#10531524
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AutoCAD SHX Text INSTALL 4,275± S.F. OF ACCESS ROAD WITH 4 INCHES OF ROAD BASE. MINIMUM 8INCHES OF RECYCLED CONCRETE CAN BE USED UNDER ROAD BASE TO EXISTING SURFACE. EXACT LOCATION TO BE FIELD VERIFIED BY PROJECT ENGINEER. SLOPE SHALL NOT EXCEED 15% & STRAIGHT GRADE IS SHOWN AT 12.65%. SEE DETAIL BELOW. INSTALL 2,024± S.F. OF RIP-ROCK. 12 INCH-18 INCH DEEP RIP-RAP CHANNELADJACENT TO ACCESS ROAD. SEE DETAIL BELOW. RIP-RAP IS TO TIE INTO EXISTING RAVINE WHILE REMOVING MINIMUM EXISTING SHRUBS TO MAINTAIN SOIL STABILITY. EXISTING 15 INCH SD HDPE TO REMAIN PROTECT IN PLACE. EXISTING CONCRETE GOLF CART PATH TO REMAIN IN PLACE AND BE PROTECTED. INSTALL 2,801± S.F. OF ACCESS ROAD WITH 4 INCHES OF ROAD BASE. MINIMUM 8INCHES OF RECYCLED CONCRETE CAN BE USED UNDER ROAD BASE TO EXISTING SURFACE. EXACT LOCATION TO BE FIELD VERIFIED BY PROJECT ENGINEER. INSTALL 954± S.F. CONCRETE PATH. TO BE FLUSH WITH EXISTING PATH WAYADJACENT. PATH TO BE 6 INCHES OF CONCRETE ON 5 INCHES OF ROAD BASE. MAY CHANGE BASED ON BUDGET. INSTALL 2 CONCRETE BOLLARDS. SEE DETAIL ON SHEET DT-1. CHAIN BETWEEN BOLLARDS FOR GATE.
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ROAD BASE
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GENERAL CONSTRUCTION NOTES: (APPLIES TO ALL SHEETS)
AutoCAD SHX Text ALL LOT LINE FENCES AND WALLS THAT HAVE BEEN MODIFIED OR SHORTENED DURING CONSTRUCTION, SHALL BE FINISHED AND EXTENDED BACK TO ROW LINE IN A MANNER THAT PRESERVES THE EXISTING AESTHETIC QUALITIES. CONTRACTOR SHALL SLOPE GRADE FROM ROADS AND PATH WAYS TO EXISTING GROUND AT A MAXIMUM 3:1 SLOPE UNLESS OTHERWISE NOTED ON PLANS. NEW LANDSCAPING SHALL MATCH EXISTING. PRIVATE SPRINKLER SYSTEMS SHALL BE RESTORED. ALL SHOWN TOPO LINES AND ELEVATIONS ARE APPROXIMATE AND TO BE VERIFIED WITH SURVEY UPON CONSTRUCTION.
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GOLF CART PATH
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GOLF CART PATH
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GOLF CART PATH
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PROFILE SHOWN DEPICTS CENTER LINE OF PROPOSED 15 L.F. WIDE ACCESS ROAD
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EXIST. SURFACE
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PROP. SURFACE
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RECYCLED CONCRETE
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NATURAL GROUND
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EXISTING GRAVEL ROAD
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ACCESS ROAD PLAN VIEW DETAIL
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-2%%% SLOPE
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-2%%% SLOPE
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-2%%% SLOPE
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CONCRETE
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48964898
4901 4900
SD
DRAPER CITY
ENGINEERING DIVISION
DRAPER CITY
0 1 BAR SCALE MEASURES 1" ON FULL
SIZE SHEETS ADJUST ACCORDINGLY
FOR REDUCED SIZE SHEETS
Eric T.
Lundell
#10531524
GOLF COURSE
DRAINAGE IMPROVEMENTS
CONSTRUCTION PLAN
CP-3
5 9
7'-0"
R30'-0"12
13 13
R30'-0" R50'-0"
R27'-0"
EX 8'-0"
15'-0"
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( IN FEET )
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GRAPHIC SCALE
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OF
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CONSTRUCTION NOTES:
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AutoCAD SHX Text INSTALL 4,275± S.F. OF ACCESS ROAD WITH 4 INCHES OF ROAD BASE. MINIMUM 8INCHES OF RECYCLED CONCRETE CAN BE USED UNDER ROAD BASE TO EXISTING SURFACE. EXACT LOCATION TO BE FIELD VERIFIED BY PROJECT ENGINEER. SLOPE SHALL NOT EXCEED 15% & STRAIGHT GRADE IS SHOWN AT 12.65%. SEE DETAIL BELOW. INSTALL RIP-RAP CHANNEL ADJACENT TO ACCESS ROAD. SEE DETAIL ON SHEET CP-2. EXISTING 15 INCH SD HDPE TO REMAIN PROTECT IN PLACE. INSTALL ADDITIONAL 3 L.F. CAST IN PLACE WALLS AND LID TO EXISTING MANHOLE BOX DOWELED IN WITH SLOTTED MANHOLE COVER. CONTRACTOR TO SUPPLY DRAWINGS FOR APPROVAL. INSTALL CONCRETE PIPE ANCHORS EVERY 19 FEET ON CENTER ALONG EXISTING HDPE. SEE ANCHOR DETAIL ON SHEET DT-2. INSTALL OUTFALL STRUCTURE TO EXISTING 18 INCH HDPE. SEE DETAIL OUTFALL ENERGY DISSIPATER ON SHEET DT-3. INSTALL INLET STRUCTURE SEE DETAIL ON SHEET DT-4. EXISTING WASHOUT AREA TO BE FILLED USING NATIVE SOIL FROM THE BOTTOM OF THE DETENTION BASIN. ADJUST PIPE TO CONSISTENT SLOPE WHILE FILLING IN AREA. EXISTING DETENTION OVERFLOW DRAINAGE TO REMAIN FUNCTIONAL ALLOWING DRAINAGE TO OVERTOP AND REMAIN WORKING. EXISTING TOP OF HILL ACCESS ROAD TO STAY 3 FEET BEHIND FOR STABILITY. EXISTING CONCRETE GOLF CART PATH TO REMAIN IN PLACE AND BE PROTECTED. INSTALL 2,801± S.F. OF ACCESS ROAD WITH 4 INCHES OF ROAD BASE. MINIMUM 8INCHES OF RECYCLED CONCRETE CAN BE USED UNDER ROAD BASE TO EXISTING SURFACE. EXACT LOCATION TO BE FIELD VERIFIED BY PROJECT ENGINEER. INSTALL 954± S.F. CONCRETE PATH. TO BE FLUSH WITH EXISTING PATH WAYADJACENT. PATH TO BE 6 INCHES OF CONCRETE ON 5 INCHES OF ROAD BASE. MAY CHANGE BASED ON BUDGET. INSTALL 2 CONCRETE BOLLARDS. SEE DETAIL ON SHEET DT-1. CHAIN BETWEEN BOLLARDS FOR GATE. INSTALL 22± L.F. LOW FLOW BY PASS 18 INCH RCP 15% SLOPE MIN.
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ROAD BASE
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3 FOOT STABILITY ZONE
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GENERAL CONSTRUCTION NOTES: (APPLIES TO ALL SHEETS)
AutoCAD SHX Text ALL LOT LINE FENCES AND WALLS THAT HAVE BEEN MODIFIED OR SHORTENED DURING CONSTRUCTION, SHALL BE FINISHED AND EXTENDED BACK TO ROW LINE IN A MANNER THAT PRESERVES THE EXISTING AESTHETIC QUALITIES. CONTRACTOR SHALL SLOPE GRADE FROM ROADS AND PATH WAYS TO EXISTING GROUND AT A MAXIMUM 3:1 SLOPE UNLESS OTHERWISE NOTED ON PLANS. NEW LANDSCAPING SHALL MATCH EXISTING. PRIVATE SPRINKLER SYSTEMS SHALL BE RESTORED. ALL SHOWN TOPO LINES AND ELEVATIONS ARE APPROXIMATE AND TO BE VERIFIED WITH SURVEY UPON CONSTRUCTION.
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RIP-RAP
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-2% SLOPE
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-2% SLOPE
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TIE-IN TO EXISTING
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-2%%% SLOPE
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-2% SLOPE
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CONCRETE
DRAPER CITY
0 1 BAR SCALE MEASURES 1" ON FULL
SIZE SHEETS ADJUST ACCORDINGLY
FOR REDUCED SIZE SHEETS
Eric T.
Lundell
#10531524
GOLF COURSE
DRAINAGE IMPROVEMENTS
STANDARD DETAIL DRAWINGS
DT-1
6 9
4'-0"
0'-6"
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%%UBASIS OF BEARING:
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%%UCONCRETE PIPE BOLLARD WITH CHAIN RING
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4" ROAD BASE
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8" RECYCLED CONCRETE
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NATIVE SOIL
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4000 PSI CONCRETE FOOTING
AutoCAD SHX Text 6" STD. GALV. STEEL PIPEFILLED WITH CONCRETE. (POWDER COAT BLACK) MIN 0.188" WALL THICKNESS.
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CONCRETE CAP
CHAIN RING POSITION IS SAME ON BOTH POSTS. RING TO BE WELDED TO THE STEEL PIPE. (POWDER COAT BLACK)
18" TRENCH
WIDTH 18"
6" (T
YP
"24
6"
(TYP)
48"
MIN
19'
19'
12"
DRAPER CITY
ENGINEERING DIVISION
DRAPER CITY
0 1 BAR SCALE MEASURES 1" ON FULL
SIZE SHEETS ADJUST ACCORDINGLY
FOR REDUCED SIZE SHEETS
Eric T.
Lundell
#10531524
GOLF COURSE
DRAINAGE IMPROVEMENTS
STANDARD DETAIL DRAWINGS
DT-2
7 9
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#5 REBAR
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ANCHORS
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#5 REBAR
AutoCAD SHX Text INSTALL 3" WEEP HOLES AT BOTTOM OF TRENCH WITH 1/4" GALVANIZED SCREEN OR FILTER FABRIC OVER UPSTREAM END.
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TYP TRENCH LINE
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SURFACE OVER PIPE
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PIPE BEDDING
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NATIVE SOIL
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#5 REBAR
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PIPE
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PIPE
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SURFACE OVER PIPE
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TYP TRENCH LINE
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EX 18" FUSED HDPE
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EX 18" FUSED HDPE
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EX 18" FUSED HDPE
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EX 18" FUSED HDPE
AutoCAD SHX Text PROPOSED JCM 650 HDPE MECHANICAL WALL ANCHOR RESTRAINT BI-DIRECTIONAL LATERAL RESTRAINT OF HDPE PIPE OR EQUAL EQUIVALENT
AutoCAD SHX Text PROPOSED JCM 650 HDPE MECHANICAL WALL ANCHOR RESTRAINT BI-DIRECTIONAL LATERAL RESTRAINT OF HDPE PIPE OR EQUAL EQUIVALENT
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REVIEWED
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APPROVAL
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PROJECT NO
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%%UBENCHMARK:
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%%UBASIS OF BEARING:
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%%UPIPE SLOPE ANCHOR DETAIL
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PLAN VIEW
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SECTION A-A
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ELEVATION PIPE ANCHORS
ELEVATION PIPE ANCHORS
4'-0"
3"8"
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6'-8" 6"
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8"
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3"
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4"
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6"
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5'-10"
1'-9"
1'-1"
1'-0"
4'-6"
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8"4'-0"
1'-0" 1'-0"
4"
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6"
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3'-0"
8'-0"
4'-0"6"6"
8'-8"
5'-4" 1'-6"
4'-0"
1'-0"
4'-0"
6"3"
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3" 6" 1'-0"
8"
6'-0"6'-0"
4'-0"
1'-6" 1'-6" 1'-0"
1'-0"
1'-0" 1'-0"
1'-0"
DRAPER CITY
ENGINEERING DIVISION
DRAPER CITY
0 1 BAR SCALE MEASURES 1" ON FULL
SIZE SHEETS ADJUST ACCORDINGLY
FOR REDUCED SIZE SHEETS
Eric T.
Lundell
#10531524
GOLF COURSE
DRAINAGE IMPROVEMENTS
STANDARD DETAIL DRAWINGS
DT-3
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%%UOUTFALL ENERGY DISSIPATER
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GENERAL NOTES:
AutoCAD SHX Text ENERGY DISSIPATER FOR REFERENCE ONLY AND WILL REQUIRE SHOP DRAWINGS OR EQUIVALENT DEISGN WITH SHOP DRAWINGS TO BE APPROVED BY PROJECT ENGINEER.
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FRONT VIEW
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SECTION A-A
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PLAN VIEW
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LADDER STEPS SEE DETAIL SD-07 ON SHEET DT-1
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18" FUSED HDPE
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BAFFLE WALL WITH DISSIPATER TEETH
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18" RCP
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DISSIPATER TEETH
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PIPE FLOW
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PIPE FLOW
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DISSIPATER TEETH
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18" RCP
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18" FUSED HDPE
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18" FUSED HDPE
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PIPE FLOW
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BAFFLE WALL
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DISSIPATER TEETH
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DISSIPATER TEETH
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LADDER STEPS SEE DETAIL SD-07 ON SHEET DT-1
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18" RCP
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PIPE FLOW
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18" FUSED HDPE
18" FUSED HDPE
9'-0"
8'-6"
5' -6
4' -1 0"
5' -6
9'-0"
9'-0"
9'-0"
9"
8'-2"
9" 1'-6" 16'-6"
1'-3" 16'-3"
6'-8"
1'-0"
9"
5'-8"
1"
6"
8'-0"
5'-6"
8'-5" 8'-5"
23'-0"
18'-0"
1'-9"
5'-8"
9"
DRAPER CITY
ENGINEERING DIVISION
DRAPER CITY
0 1 BAR SCALE MEASURES 1" ON FULL
SIZE SHEETS ADJUST ACCORDINGLY
FOR REDUCED SIZE SHEETS
Eric T.
Lundell
#10531524
GOLF COURSE
DRAINAGE IMPROVEMENTS
STANDARD DETAIL DRAWINGS
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%%UBASIS OF BEARING:
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OF
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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536
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AutoCAD SHX Text Bryce Pruyt
AutoCAD SHX Text Eric Lundell
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%%UINLET STRUCTURE PLACED ON TOP OF EXISTING 4'%%C SD MANHOLE
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GENERAL NOTES:
AutoCAD SHX Text INLET STRUCTURE FOR REFERENCE ONLY AND WILL REQUIRE SHOP DRAWINGS OR EQUIVALENT DEISGN WITH SHOP DRAWINGS TO BE APPROVED BY PROJECT ENGINEER.
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SEE HOLE PLACEMENT DETAIL FOR HOLE PLACEMENT IN STEEL GRATE STOCK
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SEE NOTE 1 FOR STEEL STOCK SIZES. ALL SURFACES SHALL BE GALVANIZED
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SEE NOTE 1 FOR STEEL STOCK SIZES. ALL SURFACES SHALL BE GALVANIZED
AutoCAD SHX Text PROVIDE 3" LONG 1 1/4" DIAMETER BRASS BUSHING (2 REQUIRED) BUSHING SHALL BE PLACED INSIDE BOX BETWEEN GRATE FRAME AND GRATE TO PREVENT LATERAL MOVEMENT.
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PROVIDE 6'-4" LONG 1" DIAMETER STEEL ROD. THREADED 2" ON EACH END.
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PROVIDE 1" NYLON LOCK NUT (2 REQUIRED)
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PROVIDE 1" WASHER (2 REQUIRED)
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ALL PIECES SHALL BE HOT DIP GALVANIZED POST CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR SHALL DRILL 1 1/8" HOLE INTO STEEL GRATE STOCK TO ACCEPT HINGE ROD. ALL PIECES SHALL BE HOT DIP GALVANIZED POST CONSTRUCTION.
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AutoCAD SHX Text CONCRETE SHALL BE CLASS AA(AE)-4000 P.S.I. PORTLAND CEMENT. FORMING OF BOTH WALLS IS REQUIRED.
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EXISTING SD CONCRETE MANHOLE
AutoCAD SHX Text FURNISH AND INSTALL GALVANIZED (TWO) ONE PIECE GRATES AND (ONE) THREE SIDED CHANNEL FRAME AND (ONE) FOUR SIDED CHANNEL FRAME FOR OUTLET STRUCTURE. GALVANIZED FRAME SHALL BE 2 1/2" X 2 1/2" X 1/4" "L" CHANNEL WITH NELSON STUD ANCHORS A MINIMUM OF THREE SIDES. GALVANIZED GRATE SHALL BE CONSTRUCTED WITH STANDARD WELDED STEEL BAR GRATING. "ROBERTSON GRATING PRODUCT 19W42008"2" X 1/16" FLAT BAR STOCKGRATING OR EQUAL. HOT DIP GALVANIZED POST CONSTRUCTION. 4" CENTER TO CENTER SPACING TO RUN PERPENDICULAR TO THE SLOPE OF THE CONTROL STRUCTURE. FURNISH AND INSTALL SADDLE CLIPS OR APPROVED EQUAL. SEE GRATE DETAILS FOR SIZES.
AutoCAD SHX Text CONTRACTOR SHALL PROVIDE (2) 5" X 1 1/4" BRASS BUSHING PLACED INTO CONCRETE WALLS FOR HINGED GRATE SYSTEM. SEE PLAN VIEW FOR PLACEMENT AND LOCATION.
AutoCAD SHX Text FURNISH AND INSTALL GALVANIZED (TWO) ONE PIECE GRATES AND (ONE) THREE SIDED CHANNEL FRAME AND (ONE) FOUR SIDED CHANNEL FRAME FOR OUTLET STRUCTURE. GALVANIZED FRAME SHALL BE 2 1/2" X 2 1/2" X 1/4" "L" CHANNEL WITH NELSON STUD ANCHORS A MINIMUM OF THREE SIDES. GALVANIZED GRATE SHALL BE CONSTRUCTED WITH STANDARD WELDED STEEL BAR GRATING. "ROBERTSON GRATING PRODUCT 19W42008"2" X 1/16" FLAT BAR STOCKGRATING OR EQUAL. HOT DIP GALVANIZED POST CONSTRUCTION. 4" CENTER TO CENTER SPACING TO RUN PERPENDICULAR TO THE SLOPE OF THE CONTROL STRUCTURE. FURNISH AND INSTALL SADDLE CLIPS OR APPROVED EQUAL. SEE GRATE DETAILS FOR SIZES.
AutoCAD SHX Text CONTRACTOR SHALL PROVIDE (2) 5" X 1 1/4" BRASS BUSHING PLACED INTO CONCRETE WALLS FOR HINGED GRATE SYSTEM. SEE PLAN VIEW FOR PLACEMENT AND LOCATION.
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18" RCP
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SECTION VIEW
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HINGE ROD DETAIL
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HOLE PLACEMENT DETAIL
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HINGED GRATE DETAIL
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GRATE DETAIL
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PIPE FLOW
AutoCAD SHX Text COMPACT AROUND STRUCTURES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY OF THE MODIFIED PROCTOR AS PER CURRENT ASTM D1557 OR AASHTO T 180 SPECIFICATION; AT +/- 2% OF OPTIMUM MOISTURE CONTENT.
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DOWEL 6" INTO EXISTING MANHOLE AND EPOXY DOWELS.
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ELEV. 4900
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ELEV. 4893
AutoCAD SHX Text GRATED MANHOLE LID. PROVIDE 36" OPENING IN TOP OFBOX AS SHOWN IN PLAN VIEW. FURNISHING AND INSTALL D&L MANHOLE RING AND GRATE MODEL NO. D-6120 OR APPROVED EQUAL.
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LADDER STEPS. SEE DRAWING SD-07 LADDER STEPS SPECIFICATIONS.
AutoCAD SHX Text WHEN LADDER RUNGS ARE INSTALLED START RUNGS 12" FROM TOP OF BOX, SEE DRAWING SD-07 LADDER STEPS SPECIFICATIONS.
WHEN LADDER RUNGS ARE INSTALLED START RUNGS 12" FROM TOP OF BOX, SEE DRAWING SD-07 LADDER STEPS SPECIFICATIONS.
| 1_Cover Sheet |
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| 2_DM-1 |
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| 3_CP-1 |
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| 6_DT-1 |
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| 7_DT-2 |
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| 8_DT-3 |
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| 9_DT-4 |
| DT-4 |
File details come from the government source that posted it. Updated .