Attachment 02 Drawings.pdf
PDF 14 MB Posted
- Attached to
- Lucerne Campground Reconstruction Federal contract opportunity
- Solicitation number
- AG-84N8-S-11-0024
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Attachment 02 Drawings
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| File | Type | Posted |
|---|---|---|
| Amendment 03.docx | DOCX document | |
| Amendment 02 Site Visit Notes.docx | DOCX document | |
| Attachment 01 Specifications 05022011.doc | DOC document | |
| amendment 01.doc | DOC document | |
| AG-84N8-S-11-0024.rtf | RTF text file | |
| Attachment 03 General Decision Number UT20080104.mht | MHT file | |
| Attachment 01Specifications.docm | DOCM document | |
| Attachment 04 General Decision Number UT20080076.mht | MHT file |
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K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G A .L u c e rn e .C o v e r.
d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G A A .L u c e rn e .S c h .V ic in it y M a p .d w g
A M
ITEM
NUMBER DESCRIPTION
METHOD
OF MEAS UNIT QUANTITY
260500-6 Electrical Distribution System - Loop D Additional Cost to Complete LSQ LS Lump Sum
321200-3 Hot Mix Asphalt Pavement VQ Ton 1,450
321204-2 Crushed Aggregate Base - Grading C (For Additional Shoulder Depth) DQ CY 80
033000-3 Cast-in-Place Concrete, Non-Reinforced (Sidewalks) DQ SY 3
101400-3 Sign AQ EA 1
129410-4
Group Site - 20 PAOT (Concrete Slab, Aggregate, Tables, Grill, Fire Ring & Unit Marker) AQ EA 1
136000-2 Shelter 24' by 34' - Loop A Group Site, Includes Concrete Footings AQ EA 1
323125-2 Composite Wood Fences Loop A Group Site AQ LF 56
033000-4 Cast-in-Place Concrete, Non-Reinforced (Sidewalks) DQ SY 3
101400-4 Sign AQ EA 1
129410-5
Group Site - 20 PAOT (Concrete Slab, Aggregate, Tables, Grill, Fire Ring & Unit Marker) AQ EA 1
136000-3 Shelter 24' by 34' - Loop B Group Site, Includes Concrete Footings AQ EA 1
323125-3 Composite Wood Fences Loop B Group Site AQ LF 48
033000-5 Cast-in-Place Concrete, Non-Reinforced (Sidewalks) DQ SY 3
101400-5 Sign AQ EA 1
129410-6
Group Site - 20 PAOT (Concrete Slab, Aggregate, Tables, Grill, Fire Ring & Unit Marker) AQ EA 1
136000-4 Shelter 24' by 34' - Loop C Group Site, Includes Concrete Footings AQ EA 1
323125-4 Composite Wood Fences Loop C Group Site AQ LF 48
136000-5 Shelters 14' by 14', Includes Concrete Footings (For Family Units) AQ EA 24
Option #1: Electrical - Loop D
Option #2: Upgrade to 3" Asphalt Depth in Loops A, B, C & D
Option #3: Group Unit - Loop A
Option #4: Group Unit - Loop B
Option #5: Group Unit - Loop C
Option #6: Shelters - Loop D
ITEM
NUMBER DESCRIPTION
METHOD
OF MEAS UNIT QUANTITY
010250 Construction Staking LSQ LS Lump Sum
011900 Mobilization LSQ LS Lump Sum
024102 Removal and Disposal of Existing Structures LSQ LS Lump Sum
026460 Dumpster Pads (Double) AQ EA 4
033000-1 Cast-in-Place Concrete, Non-Reinforced (Sidewalks) DQ SY 125
033000-2 Cast-in-Place Concrete, Reinforced (Waterways) DQ LF 348
101400-1 Signs AQ EA 32
101400-2 Signs - Reinstallation of Existing Stop Sign AQ EA 1
101410 Major Site Identification Sign AQ EA 1
129400-1 Family Unit - Single (Concrete Slab, Aggregate, Tables, Utility Table, & Fire Ring ) AQ EA 90
129400-2 Unit Marker (All Spurs) AQ EA 90
129410-1
Group Site, Loop D - 20 PAOT (Concrete Slab, Aggregate, Tables, Grill, Fire Ring & Unit Marker) AQ EA 1
129410-2 Bulletin Cases AQ EA 4
129410-3 Benches at Shower Units AQ EA 2
136000-1 Shelter 24' by 34' - Loop D Group Site, Includes Concrete Footings AQ EA 1
221100-1 Potable Water Pipeline, 1" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 1,230
221100-2 Irrigation Water Pipeline, 4" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 1,900
221100-3 Daylight Drain AQ EA 1
221102-1 2" Poly Curb Valve and Box - Potable AQ EA 1
221102-2 4" Poly Curb Valve and Box - Irrigation AQ EA 3
221103 Hose Bib Installation in Existing Restrooms AQ EA 8
221105 Hydrant, Standard Type B AQ EA 12
260500-1 Electrical Distribution System - Loop A LSQ LS Lump Sum
260500-2 Electrical Distribution System - Loop B LSQ LS Lump Sum
260500-3 Electrical Distribution System - Loop C LSQ LS Lump Sum
260500-4 Electrical Distribution System - Loop D, Conduit Installation Only LSQ LS Lump Sum
Base Bid
ITEM
NUMBER DESCRIPTION
METHOD
OF MEAS UNIT QUANTITY
260500-5 Irrigation System Electrical LSQ LS Lump Sum
312000-1 Imported Pipe Zone Material (Government Source) DQ CY 290
312000-2 Imported Special Bedding (Government Source) DQ CY 120
312010 Select Borrow (Government Source, For Rehabilitation of Obliterated Roads and Spurs) VQ CY 550
312100 Project Site Preparation and Grading LSQ LS Lump Sum
321200-1 Hot Mix Asphalt Pavement, Including Tack Coat and Saw Cuts AQ Ton 4,050
321200-2 Hot Mix Asphalt Pavement (Paths) AQ Ton 35
321204-1
Crushed Aggregate Base - Grading C (For Under Roads, Spurs, Sidewalks, Asphalt Paths, Waterways and for Road Shoulders and Aggregate Aprons) DQ CY 1,250
322100 Tent Pads (Loop D) AQ EA 24
322205 Barrier Rock (Imported from Commercial Source) AQ EA 8
322622-1 Curbstop - 6-Foot Concrete AQ EA 68
322622-2 Curbstop - 8-Foot Concrete AQ EA 83
322640 Directional Arrows (Reflectorized White) AQ EA 14
322706 Pulverizing Existing Asphalt DQ SY 31,100
323116-1 Road Closure Gate - 28 Foot AQ EA 3
323116-2 Road Closure Gate - 30 Foot AQ EA 2
323125-1 Composite Wood Fences (Family Units & Loop D Group Unit Windscreens) AQ LF 1,720
328000-1 Irrigation System LSQ LS Lump Sum
328000-2 Modifications to Existing Irrigation Pump LSQ LS Lump Sum
329206-1 Broadcast Seeding LSQ LS Lump Sum
329206-2 Hydroseeding LSQ LS Lump Sum
329310-1 Exterior Plants (Utah Juniper) AQ EA 78
329310-2 Exterior Plants (Small Deciduous) Netleaf Hackberry, Curlleaf Mountain Mahogany) AQ EA 54
329310-3 Exterior Plants (Large Deciduous) Common Hackberry, Green Ash, Honey Locust) AQ EA 51
332228 Galvanized Culvert - 18-inch Corrugated Metal Pipe (16 Gage, 2-2/3"x1/2" Corrugations) DQ LF 66
Base Bid
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G A A .L u c e rn e .S c h .V ic in it y M a p .d w g
A M
DAY USE AND
MARINA PARKING
SEE SHEET DE2
FLAMING GORGE
RESERVOIR
LUCERNE VALLEY ROAD
LOOP ALOOP BLOOP C
LOOP D
LOOP E
LOOP F
LOOP G
LEGEND:
EXISTING WATERLINE (TO REMAIN)
EXISTING SEWERLINE (TO REMAIN)
EXISTING OVERHEAD ELECTRICAL LINE (TO REMAIN)
EXISTING IRRIGATION LINE (TO REMAIN)
EXISTING IRRIGATION LINE (TO BE ABANDONED)
EXISTING CURB VALVE AND BOX (TO REMAIN)
EXISTING HYDRANT (TO BE REMOVED)
EXISTING DRAIN (TO REMAIN)
EXISTING MANHOLE (TO REMAIN)
RESERVOIR
EXISTING ROAD (TO REMAIN)
EXISTING ROAD (TO BE PULVERIZED)
EXISTING ROAD (TO BE OBLITERATED, SEE NOTE 5)
EXISTING TREE (DO NOT DAMAGE)
EXISTING CONCRETE PAD, SHELTER & TABLE (REMOVE)
EXISTING GRILL (TO BE REMOVED)
EXISTING FIRE RING (TO BE REMOVED)
EXISTING ELECTRICAL PEDESTAL (REMOVE & REUSE)
EXISTING POWER POLE (TO REMAIN)
EXISTING SPRINKLER HEAD (TO BE REMOVED)
W
S
E
IR
IR
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D E .L u c e rn e .D e m o P la n .d w g
A M
LOOP ALOOP BLOOP C
LOOP D
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D E .L u c e rn e .D e m o P la n .d w g
A M
FLAMING GORGE
RESERVOIR
DAY USE AND
MARINA PARKING
LUCERNE VALLEY ROAD
LOOP ALOOP B
LOOP CLOOP D
LOOP E
LOOP F
LOOP G
SEE SHEET S2SEE SHEET S3SEE SHEET S4SEE SHEET S5
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G S .L u c e rn e .S it e P la n .d w g
A M
LOOP A
e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G S .L u c e rn e .S it e P la n .d w g
A M
LOOP B
e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G S .L u c e rn e .S it e P la n .d w g
A M
LOOP C
e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G S .L u c e rn e .S it e P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G S .L u c e rn e .S it e P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D C o n c re t e p a d fa m il y u n it s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D C o n c re t e p a d g ro u p u n it s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D te n t p a d s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D w in d s c re e n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D .L u c e rn e .S id e w a lk .D u m p s te rP a d s .E tc .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D c o n c ta b le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D u ti li ty ta b le s fa m il y u n it .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D u t il it y ta b le s g ro u p a re a .d w g
A M
STEEL INSERT DETAIL CONCRETE FIRE RING CIRCLE
SECTION SIDE VIEW
DETAIL
NOT TO SCALE
#4 REBAR @ 45° SPACING
2 LAYERS PLACED AS SHOWN
TIE TO REBAR CIRCLES WITH
CONCRETE CIRCLE 18" HIGH, 10" WIDE
SEE SIDE VIEW & DETAIL FOR
EXTERIOR GROOVE DETAIL
30°
TYP.
1'- 1/2
4"
STEEL RISER TACK WELDED TO SURFACE PLATE
12 @ 30° OFFSET SPACING EACH
SECTION
NOT TO SCALE
1"
1/16''
DETAIL SHOWN
ON RIGHT
TYPICAL 4" CONCRETE
PAD WITH FIBER
1"
45°
7"
EXTERIOR GROOVE
CONCRETE CIRCLE
1/4" MIN. THICK STEEL
4"
TYPICAL 4" CONCRETE PICNIC PAD
9"
" M
IN
8" 10"
WELDED BEAD
1/4" MIN. STEEL INSERT
EXTERIOR GROOVE
AIR SPACE 1 1/2" FROM CONCRETE1 1/2"
16- 5" LONG #4 REBAR
#4 REBAR
COMPACTED AGGREGATE BASE
4"
EXTERIOR GROOVE
(2) 15" #4 REBAR, PLACE
VERTICAL AS SHOWN IN SECTION TIE
7"
18"
FINISHED GRADE
ROUND EDGE
1/4
4"
FIN. GRADE
URETHANE CAULK CIRCLE TO PAD
12" DIA. DRAINAGE HOLE
IN CONCRETE PAD
12" DIA. DRAINAGE HOLE IN
CONC. PAD UNDER FIRE CIRCLE
WASHED DRAIN ROCK 3'x 3'x 3'
TO REBAR WITH #4 GAUGE SMOOTH
DRAIN ROCK UNDER CONCRETE SLAB
AT THE FIRE CIRCLE LOCATION. USE
PLACE 1 CY (3'x 3'x 3') WASHED
UNIFORM GRADATION FROM 1/2" TO 2"
UNDER FIRE CIRCLE
18" HIGH, 8" WIDE
45° 3/8"
7"
REINFORCMENT
#4 REBAR TYP.
FORMED INTO CIRCLE
#4 GAUGE SMOOTH
TO
1/8"
R1'-2"
10"
PRECAST CONCRETE RING IS AVAILABLE FROM DURA-CRETE
http://www.duracrete.com/
DURA-CRETE, INC.
1475 WEST 3500 SOUTH
WEST VALLEY CITY, UT 84119
TEL. 801-972-8686
OR APPROVED EQUAL
GRADED AGGREGATE 3/4" MINUS
(13" DEPTH TO BOTTOM OF
CONCRETE PAD)
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D fi re ri n g c o n c re t e fa m il y u n it l.
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A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D fi re ri n g c o n c re t e g ro u p .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D p e d g ri ll e m b e d d e d s u rf m o u n t.
d w g
A M
CAMPGROUND
Lucerne
MAJOR SITE ID SIGN BASE
FS SHIELD
U.S.D.A CREDIT LINE
L
W
SITE IDENTIFICATION LAYOUT
SIGN FACE
CAMPGROUND
Lucerne
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D s it e id e n ti fi c a ti o n m a jo r_ R S .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G D b u ll e ti n c a s e .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d s P la n P ro fi le .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .R o a d .P a rk in g .S e c ti o n s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e C a m p g ro u n d S p u rs .d w g
A M
LOOP SPUR
ASPHALT
LENGTH
ASPHALT
WIDTH
CUT
(CY)
FILL
(CY) LOOP SPUR
ASPHALT
LENGTH
ASPHALT
WIDTH
CUT
(CY)
FILL
(CY)
A 1 60 16 0.4 5.4 C 1 60 16 0.0 5.1 A 2 60 16 0.7 1.4 C 2 60 16 0.6 1.2 A 3 60 16 1.1 7.2 C 3 60 16 0.5 5.5 A 4 60 16 0.6 4.5 C 4 60 16 2.0 4.0 A 5 60 16 0.6 3.2 C 5 60 16 0.5 9.3 A 6 60 16 0.1 7.2 C 6 60 16 0.7 3.4 A 7 62 20 0.0 4.5 C 7 60 16 0.3 9.2 A 8 60 16 0.0 4.1 C 8 60 16 0.1 4.1 A 9 60 16 0.5 4.1 C 9 64 16 0.2 1.3 A 10 64 16 0.5 3.6 C 10 64 20 0.3 14.8 A 11 64 20 0.5 6.1 C 11 141 16 * * A 12 139 16 * * C 12 60 16 0.3 8.2 A 13 60 16 0.0 8.1 C 13 60 16 0.1 5.6 A 14 104 16 * * C 14 60 16 0.4 10.7 A 15 60 16 0.1 18.4 C 15 60 16 0.3 4.4 A 16 60 16 0.5 5.2 C 16 60 16 0.0 3.0 A 17 104 16 * * C 17 60 16 0.4 6.2 A 18 60 16 0.1 5.4 C 18 60 16 0.0 10.5 A 19 109 16 * * C 19 60 16 0.3 4.3 A 20 60 16 0.5 7.1 C 20 60 16 0.7 4.5 B 1 60 16 5.9 6.1 C 21 60 16 0.3 5.4 B 2 60 16 0.2 3.7 C 22 67 16 0.6 2.0 B 3 60 16 0.1 1.9 C 23 60 16 0.2 8.9 B 4 60 16 0.6 4.4 D 1 60 16 0.5 7.8 B 5 60 16 0.2 4.6 D 2 60 16 1.1 1.0 B 6 60 16 0.3 3.2 D 3 60 16 0.2 2.6 B 7 62 20 0.3 3.3 D 4 60 16 1.2 1.5 B 8 60 16 0.1 4.3 D 5 60 16 0.3 6.7 B 9 64 16 1.2 7.7 D 6 60 16 0.3 5.2 B 10 64 16 0.7 6.3 D 7 62 16 0.4 1.4 B 11 141 16 * * D 8 60 20 0.6 2.4 B 12 60 16 0.0 8.8 D 9 60 16 0.4 3.6 B 13 60 16 0.4 3.2 D 10 64 16 0.9 12.6 B 14 60 16 0.5 5.8 D 11 141 16 * * B 15 60 16 0.1 2.3 D 12 60 16 1.7 5.4 B 16 60 16 0.1 8.0 D 13 60 16 0.4 8.6 B 17 60 16 0.4 7.8 D 14 60 16 1.1 3.4 B 18 60 16 0.0 6.3 D 15 60 16 0.2 3.3 B 19 60 16 0.1 6.2 D 16 60 16 0.1 2.7 B 20 60 16 0.2 11.8 D 17 60 16 0.9 6.6 B 21 69 16 0.4 3.6 D 18 60 16 0.5 4.6 B 22 67 16 0.0 10.7 D 19 60 16 0.2 2.7 B 23 60 16 0.0 9.4 D 20 60 16 0.2 6.3
D 21 60 16 0.2 0.9
* CUT/FILL QUANTITY INCLUDED IN ROAD. D 22 69 16 0.0 5.6
SEE ROAD PLAN/PROFILE SHEETS. D 23 69 16 0.2 1.4
D 24 60 16 0.3 8.1
CAMPGROUND SPUR TABLE CAMPGROUND SPUR TABLE
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e C a m p g ro u n d S p u rs .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e S ig n L is t&
In s ta ll a ti o n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .G a te s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .G a te s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e .G a te s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G R .L u c e rn e C u lv e rt s .d w g
A M
W
W
W
W
W
W
W
W
W
W W
W
W W W W W W
W
IR
IR
IR
IR
IR
IR IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
W
W
S
E
E
IR
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .I R .L u c e rn e .W a te r-
Ir ri g a ti o n .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .I R .L u c e rn e .W a te r-
Ir ri g a ti o n .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .I R .L u c e rn e .W a te r-
Ir ri g a ti o n .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .L u c e rn e .V a lv e B o x T re n c h .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .L u c e rn e .H y d ra n t.
d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .L u c e rn e .W a te r-
S e w e r.
C ro s s in g .d w g
A M
DAY USE AND
MARINA PARKING
LUCERNE VALLEY ROAD
LOOP A
LOOP B
LOOP CLOOP D
LOOP E
LOOP F
LOOP G
SEE SHEET PL4SEE SHEET PL5 SEE SHEET PL3 SEE SHEET PL2
PLANT SCHEDULE
SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY
CELTIS OCCIDENTALLIS
GLEDITSIA TRIACANTHOS
FRAXINUS PENNSYLVANICA
COMMON HACKBERRY,
HONEYLOCUST
GREEN ASH
2.5 INCH CALIPER 51
CERCOCARPUS LEDIFOLIUS
CELTIS RETICULATA
CURLLEAF MOUNTAIN
MAHOGANY NETLEAF
HACKBERRY
5 GALLON 54
JUNIPERUS OSTEOSPERMA UTAH JUNIPER 5 GALLON 78
HYDROSEED GRASSES 3.5 ACRES
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G P L .L u c e rn e .P la n t in g .P la n .d w g
A M
329206
PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME SIZE
GLEDITSIA TRIACANTHOS
FRAXINUS PENNSYLVANICA
HONEYLOCUST
GREEN ASH
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G P L .L u c e rn e .P la n t in g .P la n .d w g
A M
PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME SIZE
GLEDITSIA TRIACANTHOS
FRAXINUS PENNSYLVANICA
HONEYLOCUST
GREEN ASH
329206
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G P L .L u c e rn e .P la n t in g .P la n .d w g
A M
SYMBOL BOTANICAL NAME COMMON NAME SIZE
GLEDITSIA TRIACANTHOS
FRAXINUS PENNSYLVANICA
HONEYLOCUST
GREEN ASH
329206
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G P L .L u c e rn e .P la n t in g .P la n .d w g
A M
SYMBOL BOTANICAL NAME COMMON NAME SIZE
GLEDITSIA TRIACANTHOS
FRAXINUS PENNSYLVANICA
HONEYLOCUST
GREEN ASH
329206
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G P L .L u c e rn e .P la n t in g .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G P L P la n ti n g D e ta il s .d w g
A M
DAY USE AND
MARINA PARKING
LOOP A
LOOP B
LOOP CLOOP D
LOOP E
LOOP F
LOOP G
SEE SHEET IR4SEE SHEET IR5 SEE SHEET IR3 SEE SHEET IR2
4" HDPE
4" HDPE
3 OR 4" GSP
SHEET IR6
SHEET IR7
S H
E E
T
IR
GROUP ZONE TYPE RUN TIME FREQUENCY
EST. FLOW
(GPM)
EST. FLOW
(GPM)
1 ROTORS 15-20 MIN. 3x PER WEEK 50 2 ROTORS 15-20 MIN. 3x PER WEEK 55 3 ROTORS 15-20 MIN. 3x PER WEEK 70 4 ROTORS 15-20 MIN. 3x PER WEEK 65 5 ROTORS 15-20 MIN. 3x PER WEEK 60 6 ROTORS 15-20 MIN. 3x PER WEEK 50 7 ROTORS 15-20 MIN. 3x PER WEEK 70 8 ROTORS 15-20 MIN. 3x PER WEEK 70 9 ROTORS 15-20 MIN. 3x PER WEEK 60
10 ROTORS 15-20 MIN. 3x PER WEEK 55 11 ROTORS 15-20 MIN. 3x PER WEEK 75 12 ROTORS 15-20 MIN. 3x PER WEEK 70 13 ROTORS 15-20 MIN. 3x PER WEEK 70 14 ROTORS 15-20 MIN. 3x PER WEEK 55 15 ROTORS 15-20 MIN. 3x PER WEEK 75 16 ROTORS 15-20 MIN. 3x PER WEEK 70
7 17
BUBBLERS
(ALL LOOPS)
10 MIN. 3x PER WEEK 185 185
NOTE: THESE ARE RECOMMENDATIONS ONLY. THE IRRIGATION SYSTEM OPERATOR
SHOULD ADJUST RUN TIMES AND FREQUENCIES AS NEEDED FOR THE DESIRED RESULT. IT
MAY BE POSSIBLE TO COMBINE PORTIONS OF SOME ZONES TOGETHER TO ACHIEVE
GREATER EFFICIENCY. PUMP FLOW RATES BETWEEN 180 AND 200 GPM ARE DESIRABLE.
RECOMMENDED IRRIGATION SETTINGS
4 190
5 195
6 145
1 175
2 175
3 140
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .P la n .d w g
A M
4" HDPE
4" H D
PE
ZONE 1
ZONE 3
ZONE 2
ZONE 4
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .P la n .d w g
A M
4" H D
PE
ZONE 5
ZONE 7
ZONE 6
ZONE 8
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .P la n .d w g
A M
D
PE
ZONE 9
ZONE 11
ZONE 10
ZONE 12
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .P la n .d w g
A M
D
PE
ZONE 13
ZONE 15
ZONE 14
ZONE 16
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .I R .L u c e rn e .W a te r-
Ir ri g a ti o n .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G W .I R .L u c e rn e .W a te r-
Ir ri g a ti o n .P la n .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .D e ta il s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G
IR
.L u c e rn e .I rr ig a ti o n .D e ta il s .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M
E
E
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S
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E
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E
IR
K e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M e fa c il it ie s p ro je c ts a s h lu c e rn e c a m p g ro u n d D W G E .L u c e rn e .C .G .d w g
A M
| A - GENERAL |
| A1 |
| A2 |
| A3 |
| DE - DEMOLITION |
| DE1 |
| DE2 |
| S - SITE PLAN |
| S1 |
| S2 |
| S3 |
| S4 |
| S5 |
| D - DETAILS |
| D1 |
| D2 |
| D3 |
| D4 |
| D5 |
| D6 |
| D7 |
| D8 |
| D9 |
| D10 |
| D11 |
| D12 |
| D13 |
| R - ROADS |
| R1 |
| R2 |
| R3 |
| R4 |
| R5 |
| R6 |
| R7 |
| R8 |
| R9 |
| R10 |
| R11 |
| R12 |
| R13 |
| R14 |
| R15 |
| R16 |
| R17 |
| R18 |
| R19 |
| R20 |
| R21 |
| R22 |
| R23 |
| R24 |
| R25 |
| W - WATER |
| W1 |
| W2 |
| W3 |
| W4 |
| W5 |
| W6 |
| PL - PLANTING |
| PL1 |
| PL2 |
| PL3 |
| PL4 |
| PL5 |
| PL6 |
| IR - IRRIGATION |
| IR1 |
| IR2 |
| IR3 |
| IR4 |
| IR5 |
| IR6 |
| IR7 |
| IR8 |
| IR9 |
| E - ELECTRICAL |
| E1 |
| E2 |
| E3 |
| E4 |
| E5 |
| E6 |
| E7 |
File details come from the government source that posted it. Updated .