Attach 4_ La Mina and Big Tree Trail Topographic Survey.pdf
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- Solicitation number
- 1243ZP20Q0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This federal contract opportunity notice seeks proposals for design services related to the reconstruction of the La Mina and Big Tree recreation trails and bridges in El Yunque National Forest, Puerto Rico. The work includes developing construction drawings, specifications, cost estimates, and contract documents for improvements such as new and repaired trail surfaces, stairs, railings, culverts, retaining walls, interpretive sites, and decommissioning of rain shelters. The contract is set aside for small businesses. The estimated construction cost is $900,000 to $1,300,000. The performance period for design services is 110 days. Interested vendors must register in the System for Award Management to be considered and attend an optional site visit by January 9. The solicitation is expected to be issued on January 6, 2020.
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Mayaguez
Laguna Cartagena NWR
Cabo Rojo NWR
Ponce
Fort Allen
Naval Radio Station
Buck Island Reef
National Monument
Sandy Point NWR
Ramey Air Force Base
Arecibo
Sabana Seca
US Naval Radio Station
San Juan
Bayamon Fort Buchanan
Caguas
Camp Santiago
Carolina
El Yunque
National Forest
Vieques NWR
Culebra NWR
Roosevelt Roads
Naval Reservation
Virgin Islands
National Park
Buck Island
NWR
Virgin Islands
National Park
Charlotte Amalie
Virgin Islands
Coral Reef NM
Virgin Islands
Coral Reef NM
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PROJECT LOCATION
PUERTO RICO
NTS
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
SCALED TO A 11x17
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
TITLE SHEET
G-101
DATE
REVIEWED BY PUBLIC SERVICE
STAFF OFFICER
DATE
DATE
APPROVED BY FOREST SUPERVISOR
E. WHATLEY
E. WHATLEY
SUBMITTED BY DESIGNER DATE
REVIEWED BY FOREST ENGINEER
LA MINA AND BIG
TREE TRAIL EXISTING
SITE TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
E. WHATLEY 11/10/2019
LIST OF DRAWINGS
SHT. DWG. SHEET TITLE
GENERAL
1 G-101 TITLE SHEET
2 G-102 VICINITY MAP
3 G-103 ABBREVIATIONS & SYMBOL LEGEND
SITE PLAN OVERVIEW
4 C-101 LA MINA TRAIL AND BIG TREE TRAIL EXISTING SITE PLAN OVERVIEW
LA MINA TRAIL EXISTING SITE PLAN
5 C-102 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 0+00.00 -- 2+36.72
6 C-103 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 2+36.72 -- 5+69.60
7 C-104 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 5+69.60 -- 8+23.25
8 C-105 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 8+23.25 -- 10+68.74
9 C-106 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 10+68.74 -- 13+93.58
10 C-107 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 13+93.58 -- 16+51.66
11 C-108 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 16+51.66 -- 19+54.96
12 C-109 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 19+54.96 -- 21+69.62
13 C-110 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 21+69.22 -- 24+04.47
14 C-111 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 24+04.47 -- 26+63.06
LIST OF DRAWINGS
SHT. DWG. SHEET TITLE
15 C-112 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 26+63.06 -- 28+90.96
16 C-113 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 28+90.96 -- 31+23.45
17 C-114 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 31+23.45 -- 33+94.58
18 C-115 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 33+94.58 -- 37+08.66
19 C-116 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 37+08.66 -- 37+60.49
20 C-117 LA MINA TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 37+60.49 -- 39+70.51
LA MINA FALLS BRIDGE
21 C-118 LA MINA FALLS BRIDGE VERTICAL PROFILE
BIG TREE TRAIL EXISTING SITE PLAN
22 C-119 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 39+70.51 -- 41+97.29
23 C-120 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 41+97.29 -- 45+29.47
24 C-121 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 45+29.47 -- 46+85.87
25 C-122 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 46+85.87 -- 47+90.71
26 C-123 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 47+90.71 -- 49+50.54
27 C-124 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 49+50.54 -- 53+38.84
28 C-125 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 53+38.84 -- 55+92.01
29 C-126 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 55+92.01 -- 60+26.59
30 C-127 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 60+26.59 -- 62+14.82
LIST OF DRAWINGS
SHT. DWG. SHEET TITLE
BIG TREE TRAIL EXISTING SITE PLAN CONTINUED
31 C-128 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 62+14.82 -- 63+98.45
32 C-129 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 63+98.45 -- 65+74.71
33 C-130 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 65+74.71 -- 67+34.99
34 C-131 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 67+34.99 -- 70+23.12
35 C-132 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 70+23.12 -- 71+87.52
36 C-133 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 71+87.52 -- 77+79.19
37 C-134 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 77+79.19 -- 80+33.44
38 C-135 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 80+33.44 -- 82+37.42
39 C-136 BIG TREE TRAIL EXISTING SITE PLAN MATCHLINE STATIONING 82+37.42 -- 82+56.00
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United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
EL YUNQUE
NATIONAL FOREST
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
G-102
DATE SIGNED
VICINITY MAP
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
E. WHATLEY
BIG TREE TRAIL HEAD
END TRAIL ℄ ALIGNMENT
STA: 82+56.00
LA MINA TRAIL HEAD
BEGIN TRAIL ℄ ALIGNMENT
STA: 0+00.00
LA MINA FALLS BRIDGE
(COMPLEX TRAIL BRIDGE.
SEE SHEET 21 OF 39)
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ABBREVIATIONS
Ø DIAMETER
AB AGGREGATE BASE
ABDN ABANDONED
ACP ACRE, ASPHALT CONCRETE
ACP ASBESTOS CEMENT PIPE
ACM ASBESTOS CONTAINING MATERIAL
AD AREA DRAIN
ADA AMERICANS WITH DISABILITIES ACT
AGG AGGREGATE
ALGN ALIGNMENT
ARV AIR RELEASE VALVE
ASB AGGREGATE SUBBASE
ASPH ASPHALT
BC BEGIN CURVE
BEG BEGIN
BFP BACK FLOW PREVENTER
BLDC BUILDING CORNER
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICES
BOD BOTTOM OF DOCK
BOL BOLLARD
BP BEGINNING OF PROJECT
BSW BACK OF SIDEWALK
BVC BEGIN VERTICAL CURVE
BW FINISHED GRADE AT BOTTOM OF WALL
℄ CENTERLINE
C CONCRETE OR CIVIL
CB CATCH BASIN
C&G CURB AND GUTTER
CG&SW CURB, GUTTER, & SIDEWALK
CI CAST IRON OR CURB INLET
CIP CAST IRON PIPE
CLR CLEAR
CLSM CONTROLLED LOW-STRENGTH MATERIAL
CMN COMMUNICATION
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CONC CONCRETE
CONST CONSTRUCTION OR CONSTRUCT
CONF CONFORM TO EXISTING
COR CONTRACTING OFFICER REPRESENTATIVE
CU CUBIC
CY CUBIC YARD
D DELTA (CURVE)
DCDA DOUBLE CHECK DETECTOR ASSEMBLY
DEMO DEMOLISH
DET DETAIL
DI DROP INLET, DUCTILE IRON
DIA. DIAMETER
DIP DUCTILE IRON PIPE
DOM DOMESTIC
DW DOMESTIC WATER
DWG DRAWING
E EASTING COORDINATE
EC END CURVE
EG EXISTING GRADE
ELEV ELEVATION
ELEC ELECTRICAL
EOP EDGE OF PAVEMENT
EOS EDGE OF SHOULDER
EP ENDING OF PROJECT
ETW EDGE OF TRAVELED WAY
EVA EMERGENCY VEHICLE ACCESS
EVC END VERTICAL CURVE
EXT EXISTING
FA FIRE ALARM
F/C,FC FACE OF CURB
FD FOUND
FDC FIRE DEPARTMENT CONNECTION
FF,FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FIPT FEMALE IRON PIPE THREAD
FL FLOW LINE, FLANGE
FLG FLANGE
FM FLOWMETER
FOUND FOUNDATION
FRD FOREST ROAD DESIGNATION
FS FINISHED SURFACE
FT FOOT, FEET
FW FIRE WATER
G GAS, GROUND ELEVATION
GB GRADE BREAK
GI GALVANIZED IRON
GRD, G GROUND
GV GATE VALVE
HMA HOT MIX ASPHALT
HMAC HOT MIX ASPHALT CONCRETE
HORIZ HORIZONTAL
HT HEIGHT
HP HIGH POINT
I.E. INVERT ELEVATION
INST INSTALL
IRR IRRIGATION
JP JOINT POLE
JT JOINT TRENCH
L LEFT
L= LENGTH (CURVE)
LF LINEAR FEET
LAT LATERAL
LIP LIP OF GUTTER
LP LIGHT POLE, LOW POINT
LS LANDSCAPE
LSA LANDSCAPE ARCHITECT
MA MEDICAL AIR
MAX MAXIMUM
MEP MECHANICAL/ELECTRICAL/PLUMBING
MH MANHOLE
MIN. MINIMUM
MIPT MALE IRON PIPE THREAD
MJ MECHANICAL JOINT
MPVC MIDPOINT OF VERTICAL CURVE
MON MONUMENT
N NORTHING COORDINATE
(N) NEW
NFSR NATIONAL FOREST SYSTEM ROAD
NIC NOT IN CONTRACT
NO. NUMBER
NTS NOT TO SCALE
OHE OVERHEAD ELECTRIC
OVERALL HP - OVERALL HIGH POINT
OVERALL LP - OVERALL LOW POINT
(P) PROPOSED
PB PULL BOX
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PED PEDESTRIAN
PERF PERFORATED
PH POTHOLE
POC POINT ON CURVE
POI POINT OF INTERSECTION
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PRV PRESSURE REDUCING VALVE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
R RIGHT
R= RADIUS (CURVE)
RC RELATIVE COMPACTION
RCP REINFORCED CONCRETE PIPE
RJ RESTRAINED JOINT
RP RADIUS POINT
R/W RIGHT OF WAY
S SOUTH
SD STORM DRAIN
SHLDR SHOULDER
STA STATION
STD STANDARD
STL STEEL
S/W SIDEWALK
TW TRAVELED WAY
TYP TYPICAL
USFS - UNITED STATES FOREST SERVICE
VC - VERTICAL CURVE
CIVIL SYMBOLS LEGEND
SURVEY TOPO AND SITE IMPROVEMENTS
CO
D D
WATER TAPPING SADDLE
SEWER MANHOLE
SEWER CLEANOUT
SEWER LAMP HOLE
SEWER VENT
STORM DRAIN MANHOLE
CATCH BASIN
CURB INLET
DRAINAGE INLET
GRADE BREAK
LIMIT OF WORK/GRADING
IRRIGATION BOX
GAS METER
GAS VALVE
WATER METER
WATER VALVE
WATER METER OR BFP
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
UNDERGROUND ELECTRIC
TRENCH DRAIN
METAL BEAM GUARD RAIL
SILT FENCE
CHAIN LINK FENCE
FLOW LINE
CONTOUR ELEVATION LINE
CENTER LINE
PROPERTY LINE
MONUMENT LINE
EASEMENT LINE
FINISH GRADE
SURFACE DRAINAGE SLOPE
SPOT ELEVATION
GATE VALVE
BUTTERFLY VALVE
DEMO
NEW EXISTING
6" CURB & GUTTER
EDGE OF AC PAVEMENT
6" VERTICAL CURB
DOMESTIC WATER MAIN
ELECTRIC LINE
FIRE WATER MAIN
GAS LINE
IRRIGATION LINE
OVERHEAD WIRES
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
RECYCLED WATER
SANITARY SEWER LINE
STORM DRAIN LINE
STREET LIGHT CONDUIT
TELECOMMUNICATIONS
TELEPHONE LINE
TELEVISION LINE
WATER LINE
STORM DRAIN CLEANOUT
ELECTRIC VAULT COVER
PULL BOX
HIGH VOLTAGE ELECTRIC
TELEPHONE MANHOLE
POWER POLE
GUY WIRE & ANCHOR
JOINT POLE
STREET LIGHT
ELECTROLIER
TRAFFIC SIGNAL
TRAFFIC SIGNAL
PEDESTRIAN LIGHT
PEDESTRIAN PUSH BUTTON
CROSSWALK DETECTOR
STREET LIGHT PULLBOX
SIGN (AS NOTED)
THRUST BLOCK
CAP
FF
C C
W WW W
KEYNOTE
DEMOLITION NOTE
DETAIL NUMBER
ANNOTATION
SECTION LETTER
A
C-101
SHEET NUMBER ON WHICH
SECTION APPEARS
A
C-101
SHEET NUMBER ON WHICH
DETAIL APPEARS
DETAIL INDICATOR
SECTION INDICATOR
DETAIL NUMBER
A
CONTROL POINT
GENERAL SHEET NOTES
1. THIS IS A STANDARD ABBREVIATION
AND LEGEND SHEET, THEREFORE,
SOME ABBREVIATIONS AND LEGEND
SYMBOLS MAY APPEAR ON THIS SHEET
AND MAY NOT BE UTILIZED ON THIS
PROJECT.
NEW EXISTING
TELECOMMUNICATIONS MANHOLE
TMH TMH
GUY
BEDROCK / BOULDERS
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
EL YUNQUE
NATIONAL FOREST
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
G-103
DATE SIGNED
ABBREVIATIONS &
SYMBOL LEGEND
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
E. WHATLEY
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EP: 0+07.66
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LA MINA TRAIL HEAD
BEGIN TRAIL ℄ ALIGNMENT
STA: 0+00.00
BIG TREE TRAIL HEAD
END TRAIL ℄ ALIGNMENT
STA: 82+56.00
LA MINA FALLS BRIDGE
REFER TO DRAWING SHEET 21 OF 39
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 200 400
SCALE IN FEET
LA MINA AND BIG TREE TRAIL SITE LAYOUT
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
C-101
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY
COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
LA MINA TRAIL AND
BIG TREE TRAIL
EXISTING SITE PLAN
OVERVIEW
E. WHATLEY
GENERAL NOTE(S):
1. A-E FIRM SHALL PROVIDE PROFESSIONAL ENGINEERING SERVICES NECESSARY FOR A 30%, 60%, 90%, AND 100% DESIGN AND
DEVELOPMENT OF CONTRACT DOCUMENTS, READY FOR ADVERTISEMENT TO INCLUDE: DRAWINGS, SPECIFICATIONS, SCHEDULE OF
ITEMS, AND INDEPENDENT COST ESTIMATES, FOR THE RECONSTRUCTION OF THE BIG TREE TRAIL AND THE LA MINA TRAIL AND
ASSOCIATED TRAIL BRIDGES. ALL FINAL 100% PLANSET DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER LICENSED IN
PUERTO RICO.
2. IN ANY CASE THAT THERE IS A DISCREPANCY IN GOVERNMENT FURNISHED DRAWINGS AND THE STATEMENT OF WORK, THE STATEMENT
OF WORK SHALL TAKE PRECEDENCE.
3. THIS PROJECT CONSISTS OF AN A-E DESIGN FOR RECONSTRUCTION OF THE EXISTING LA MINA AND BIG TREE TRAIL. REFER TO
STATEMENT OF WORK FOR DETAILS FOR THE WORK ASSOCIATED WITH THIS PROJECT.
4. ANY TRAIL BRIDGE THAT HAS A CLEAR SPAN 20 FEET OR LESS, ARE CONSIDERED A MINOR TRAIL BRIDGE. ALL TRAIL BRIDGES
STRUCTURES THAT HAS A CLEAR SPAN GREATER THAN 20 FEET ARE CONSIDERED A COMPLEX TRAIL BRIDGE. REFER TO FSH
ATTACHMENT FSH 7709.56B, CHP 100 - TRAIL BRIDGE OPERATION
5. ALL TRAIL BRIDGES (INCLUDES: COMPLEXED AND MINOR TRAIL BRIDGES) CONDITION ASSESSMENT AND INSPECTION SHALL BE DONE BY
A COMPETENT LICENSE PROFESSIONAL ENGINEER CERTIFIED IN NATIONAL BRIDGE INSPECTIONS STANDARDS REGULATION (NBIS) WITH
TECHNICAL BRIDGE INSPECTION EXPERIENCE.
6. DESIGN TRAIL BRIDGES AND OTHER ENGINEERED TRAIL STRUCTURES IN ACCORDANCE WITH AASHTO'S LRFD BRIDGE DESIGN
SPECIFICATIONS AND AASHTO'S LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES. A-E SHALL LOAD RATE TRAIL
BRIDGES USING THE LOAD AND RESISTANCE FACTOR RATING (LRFR) METHOD, REGARDLESS OF BRIDGE MATERIAL.
7. A-E DESIGN SHALL INCLUDE BUT NOT LIMITED TO: TRAIL BRIDGE DESIGNS AND REPAIRS, TRAIL RECONSTRUCTION DESIGNING, TRAIL AND
STAIRWAY TREAD ENHANCEMENTS DESIGN, STAIRWAY REPAIRS & DESIGN, TRAIL DRAINAGES AND NEW DITCHLINE DESIGN, HANDRAILS
AND POSTS REPAIRS AND/OR REPLACEMENTS & DESIGN, OPEN DRAINAGE LOW WATER CROSSING, TRAIL CROSS SECTIONS, TRAIL
ALIGNMENTS AND TRAIL VERTICAL PROFILES, ALL NEW FINISHED TRAIL DESIGN REFLECTING THE FINISHED TRAIL CORRIDOR, ALL
SUPPORTING DETAIL DRAWINGS, TRAIL AND STAIRWAY WIDENING DESIGN, ALL APPLICABLE NOTES, DESIGNING OF APPROVED TRAIL
RE-ROUTES. ALL REPAIRS AND REPLACEMENT DESIGN DETAIL DRAWINGS SHALL BE IDENTIFIED BY THE STATIONING AND COORDINATES
FOR CONSTRUCTABILITY. 100% FINAL DRAWINGS AND SPECIFICATIONS SHALL BE STAMPED BY PROFESSIONAL ENGINEER.
8. THE BIG TREE TRAIL IS APPROXIMATELY 0.831 MILES IN LENGTH BASED ON EXISTING TRAIL CENTERLINE ALIGNMENT.
9. THE LA MINA TRAIL IS APPROXIMATELY 0.732 MILES IN LENGTH BASED ON EXISTING TRAIL CENTERLINE ALIGNMENT.
10. THE GOVERNMENT FURNISHED SURVEY STARTS THE EXISTING TRAIL CENTERLINE ALIGNMENT AT THE LA MINA TRAIL HEAD (SHEET 5 OF
39) AND ENDS AT THE BIG TREE TRAIL HEAD (SHEET 39 OF 39).
11. BOTH TRAILS (LA MINA AND BIG TREE) HAVE A CONCRETE SURFACE OR STONE CAST-IN-PLACE SURFACE AND SOME AGGREGATE CHIP
SEALS SURFACING. THE A-E WILL BE RESPONSIBLE FOR FIELD VERIFYING ALL TRAIL SURFACE AND STAIRWAY FOR THE BEST
ECONOMICAL DESIGN CONFORMING TO THE REQUIREMENTS IN THE STATEMENT OF WORK.
12. A-E SHALL INCLUDE PROPOSED FLOOR PLAN AND 100% DESIGN WITH SUPPORTING DETAIL DRAWINGS OF FIVE (5) INTERPRETIVE SITES.
THREE (3) SHALL BE DESIGNED TO ACCOMMODATE 10-12 USERS AND TWO (2) SHALL BE DESIGNED TO ACCOMMODATE 20-25 USERS.
13. A-E SHALL INCLUDE DECOMMISSIONING OF APPROXIMATELY THREE (3) IDENTIFIED RAIN SHELTERS. THE RAIN SHELTERS ARE IDENTIFIED
IN ATTACHED GOVERNMENT FURNISHED TOPOGRAPHIC SURVEY AND HAVE CONCRETE SLAB FINISHED FLOORS ELEVATIONS (FFE) WITH
WOOD ROOF FRAMING AND METAL ROOFING. THE SHELTERS MUST BE DEMOLISHED AND THE DEBRIS HAULED OFF AND TRANSPORTED
TO A MUNICIPAL LANDFILL, OR APPROVED RECYCLE FOR DISPOSAL.
14. A-E IS TO DETERMINE THE BEST METHOD OF IMPORTING MATERIALS TO SITE AND UTILIZING AS MUCH OF THE EXISTING SUITABLE
MATERIAL AS POSSIBLE. A-E DESIGN SHALL REFLECT UTILIZING EXISTING MATERIAL AND IMPORTING MATERIAL AS NEEDED.
15. THE COMPLETENESS OR ACCURACY OF THE LOCATIONS OF FEATURES AND DAMAGES SHOWN IN GOVERNMENT FURNISHED
TOPOGRAPHIC SURVEY MAY EXCEED WHAT IS SHOWN. THE A-E WILL BE RESPONSIBLE FOR ALL FIELD VERIFICATIONS.
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KM. 11.9
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KM. 11.8
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CP35CP35CP35CP35CP35CP35
BRIDGE HAS
BEEN REMOVED
CP35
TRAIL HORIZONTAL
℄ ALIGNMENT
CP23
CP33
CP34
CP35
CP100
CP101
CP102
15' LENGTH X 12-IN DIA.
PVC CULVERT
REINFORCED CONCRETE
SIDEWALK (37-FT LENGTH).
SHALL BE ASSESSED BY A-E
AND PROVIDE A PROPOSED
DESIGN REPAIR AND ENHANCEMENT,
INCLUDING TREAD ENHANCEMENTS
BEGIN PROJECT
0+00
1+00
MATCHLINE STATION
STAT: 2+36.72
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
C-102
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY
COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
0+00.00 -- 2+36.72
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
EP: 0+07.66
TRAIL HORIZONTAL
℄ ALIGNMENT
CP103 CP104
CP105
CP106
MINOR TRAIL BRIDGE #2
DAMAGED 19' SPAN X 3.45' WIDE X 1.1' THICK
DECK SLAB REINFORCED POURED-IN-PLACE
CONCRETE BRIDGE (INCLUDED IN CONTRACT
PACKAGE).
DECK ELEV: 2060.51'
MINOR TRAIL BRIDGE #3
9' SPAN X 3.6' WIDE X 0.83' THICK DECK
POURED-IN-PLACE CONCRETE BRIDGE.
DECK ELEV: 2055.00'
(3) THREE 2"Ø GALVANIZED
HANDRAILS
COMPLEX TRAIL BRIDGE #1
29' LENGTH X 4.3' WIDE X 0.55' THICK DECK
REINFORCED CONCRETE
POURCED-IN-PLACE BRIDGE.
DECK ELEV: 2058.66'
EDGE OF CREEK
CREEK THALWEG
EDGE OF CREEK
DAMAGED TRAIL AREA
CONCRETE STEP
CREEK THALWEG
ELEV: 2050.49
CREEK THALWEG
ELEV: 2050.89
CREEK THALWEG
FLASH FLOOD SIGN
CONCRETE TRAIL SURFACE
W/ EMBEDDED 6" MINUS STONE
CONCRETE TRAIL SURFACE
W/ EMBEDDED 6" MINUS STONE
CREEK THALWEG
ELEV: 2051.82
CREEK THALWEG
ELEV: 2053.88'
TRAIL HORIZONTAL
℄ ALIGNMENT
6+00
MATCHLINE STATION
STAT: 2+36.72
MATCHLINE STATION
STAT: 5+69.60
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
2+36.72 -- 5+69.60
C-103
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
L8
L9
L
C4
C
CP106
CP107
MINOR TRAIL BRIDGE #3
9' SPAN X 3.6' WIDE X 0.83' THICK DECK
POURED-IN-PLACE CONCRETE BRIDGE.
DECK ELEV: 2055.00'
(3) THREE 2"Ø GALVANIZED
HANDRAILS
CREEK THALWEG
ELEV: 2050.49
CREEK THALWEG
ELEV: 2050.89
CREEK THALWEG
CONCRETE TRAIL SURFACE
W/ EMBEDDED 6" MINUS STONE
CONCRETE TRAIL SURFACE
W/ EMBEDDED 6" MINUS STONE
CONCRETE TRAIL SURFACE
W/ EMBEDDED 6" MINUS STONE
CP108
CP109
CP110
FILL SLOPE FAILURE (POSSIBLE
PROPOSED RETAINING WALL OR
GABION WALL OR EQUAL AS PROPOSED
AND DESIGNED BY A-E)
MINOR TRAIL BRIDGE #4
11' SPAN X 3.9' WIDE X 0.5' DECK
THICKNESS REINFORCED
CONCRETE POURCED-IN-PLACE
BRIDGE. DECK ELEV: 2050.75' ..
BRIDGE HAS MISSING HANDRAILS
AND HAS DAMAGED REINFORCED
POSTS
CREEK THALWEG
ELEV:2047.68'
CREEK THALWEG
2044.47'
MINOR TRAIL BRIDGE #5 (LOW WATER CROSSING)
31.5' SPAN X 3' WIDE X 0.3' THICK
REINFORCED CONCRETE DECK
LOW WATER CROSSING BRIDGE.
BRIDGE HAS DETERIORATED WOOD
HANDRAILS AND POSTS AND POSSIBLY
DAMAGED SUBSTRUCTURE
DETERIORATED
WOOD HANDRAILS
RETAINING WALL
MINOR TRAIL BRIDGE #6
11' SPAN X 3.25' WIDE X 0.5' THICK DECK
WOOD BRIDGE... BRIDGE HAS WOOD
HANDRAILS ON BOTH SIDES WITH WOOD
DECKING SITTING ON TOP OF A CONCRETE
ABUTMENT. BRIDGE DECK ELEV: 2058.26'
EXISTING STRUCTURE WITH CONCRETE SLAB
FFE = 2058.27
2"Ø GALVANIZED
HANDRAILS (DOUBLE
STACKED)
BOTTOM OF STAIRWAY
SIDEWALK
REINFORCED CONCRETE
STAIRWAY WITH HANDRAILS
(19-FT LENGTH X 2.5' WIDE X 0.5' RISER)
ALUMINUM SIGN
10"Ø PVC
CULVERT
2"Ø GALVANIZED DETERIORATED
HANDRAILS (DOUBLE STACKED)
BEDROCK. TYP.
REINFORCED CONCRETE
STAIRWAY WITH HANDRAILS
STAIRWAY LANDING
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL HORIZONTAL
℄ ALIGNMENT
CREEK THALWEG
2054.29'
CREEK THALWEG
2055.26'
6+00
7+00
8+00
MATCHLINE STATION
STAT: 5+69.60
MATCHLINE STATION
STAT: 8+23.25
EXISTING RAIN SHELTER SHALL BE DECOMMISSIONED
(ONLY THE FLOOR SLAB TO REMAIN IN-PLACE).
A-E SHALL IDENTIFY IN DESIGN PACKAGE
OF DECOMMISSION OF THE IDENTIFIED EXISTING SHELTER
FROM PROJECT LOCATION AND OFF GOVERNMENT LAND
IN ITS ENTIRETY. FLOOR PLAN IS APPROX. 66 SQ.FT.
A-E SHALL REMOVE AND DESIGN TO REPLACE
THE EXISTING WOODEN DECK TRAIL BRIDGE #6
WITH A NEW CONCRETE MINOR TRAIL BRIDGE
OR EQUAL. A-E SHALL DESIGN NEW MINOR TRAIL
BRIDGE #6 CONFORMING TO THE REQUIREMENTS
OF THE STATEMENT OF WORK SECTION(S) 2.2 B9,
2.3 2, AND 2.4B.
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
5+69.60-- 8+23.25
C-104
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP110
CP111
CP112
CP113
CP114
CP115
2"Ø GALVANIZED DETERIORATED
HANDRAILS (DOUBLE STACKED)
UNEVEN TRAIL SIGN
BEDROCK. TYP.
FFE = 1992.36'
BEDROCK,
TOP OF BEDROCK ELEV: 2011.30'
DAMAGED CONCRETE STAIRWAY,
(CONCRETE EMBEDDED IN STONE)
REINFORCED CONCRETE
STAIRWAY WITH HANDRAILS
STAIRWAY LANDING
5' LENGTH X 10-IN DIA.
PVC CULVERT
DAMAGED CONCRETE STAIRWAY
(CONCRETE EMBEDDED IN STONE)
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL HORIZONTAL
℄ ALIGNMENT
BEDROCK, TYP
CONCRETE STAIRWAY LANDING
TRAIL HORIZONTAL
℄ ALIGNMENT
DRAINAGE
9+00
10+00
MATCHLINE STATION
STAT: 8+23.25
MATCHLINE STATION
STAT: 10+68.74
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
8+23.25 -- 10+68.74
C-105
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP116
CP117
CP118
FFE = 1992.36'
4' LENGTH X 4-IN DIA.
PVC CULVERT
5' LENGTH X 6-IN DIA.
PVC CULVERT
CONCRETE STAIRWAY
TO STRUCTURE
BEDROCK, TYP
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL HORIZONTAL
℄ ALIGNMENT
CP119
CONCRETE STEP
EMBEDDED IN STONE
CONCRETE STEP
EMBEDDED IN STONE
EMBANKMENT FAILURE
(POSSIBLE PROPOSED
WELDED WIRE FORM OR
EQUAL)
TOP OF BEDROCK ELEV: 1971.60'
BEDROCK
VERTICAL BEDROCK WALL
CONCRETE STAIRS
W/ EMBEDDED STONE
STEP
CP120
CP121
CP122
CP123
TOP OF BEDROCK
ELEV: 1964.92'
TOP OF BEDROCK ELEV: 1957.54'
TOP OF BEDROCK ELEV: 1971.60'
TOP OF BEDROCK ELEV: 1954.14'
TOP OF BEDROCK ELEV: 1952.69'
4' LENGTH X 10-IN DIA.
PVC CULVERT. (CULVERT
INLET PLUGGED)
DRAINAGE
S
T
R
U
C
T
U
R
E
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL HORIZONTAL
℄ ALIGNMENT
STEP
11+00
12+00
13+00
14+00
MATCHLINE STATION
STAT: 10+68.74
MATCHLINE STATION
STAT: 13+93.58
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
827062.95
827082.31
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
882665.81
882758.01
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
1834.43
1821.55
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
CP137
CP138
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
10+68.74 -- 13+93.58
C-106
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP123
CP124
CP125
CP126
CONCRETE STAIRWAY
LANDING
CONCRETE STAIRS
CONCRETE STAIRWAY
LANDING
TOP OF BEDROCK ELEV: 1971.60'
TOP OF BEDROCK ELEV: 1954.14'
TOP OF BEDROCK ELEV: 1952.69'
TOP OF BEDROCK ELEV: 1948.78'
TOP OF BEDROCK ELEV: 1942.92'
2"Ø GALVANIZE HANDRAIL
(DOUBLE STACKED)
SCOUR AREA ADJACENT TO STAIRWAY
STAIRWAY MISSING HANDRAILS.
STAIRWAY HAS STEEP DROP OFF
ON BOTH ADJACENT SIDES OF STAIRWAY
CENTERLINE
TRAIL HORIZONTAL
℄ ALIGNMENT
CP128
EDGE OF CREEK
FLOOD PLAIN, TYP.
2"Ø GALVANIZED
DAMAGED HANDRAILS
DAMAGED 2"Ø GALVANIZE
HANDRAIL (DOUBLE STACKED)
18"Ø X 8' LENGTH CMP
CULVERT
SCOUR DAMAGED TRAIL
EMBANKMENT (EXISTING
VERTICAL WALL)
S
T
A
I
R
W
Y
C
E
R
U
C
T
U
R
E
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL EMBANKMENT FAILURE. A-E SHALL
DESIGN FOR FAILURE, SCOUR DAMAGE,
AND NEW EXTENDED HANDRAILS W/ POSTS
TOP OF BEDROCK ELEV: 1920.46'
TOP OF BEDROCK ELEV: 1913.32'
14+00
15+00
16+00
17+00
MATCHLINE STATION
STAT: 13+93.58
MATCHLINE STATION
STAT: 16+51.56
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
827062.95
827082.31
827080.27
827101.84
827097.14
827094.33
827116.53
827132.79
827133.41
827165.07
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
882665.81
882758.01
882789.14
882816.58
882874.12
882943.09
883006.96
883038.74
883126.38
883191.47
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
1834.43
1821.55
1821.02
1813.50
1801.60
1787.63
1781.43
1770.72
1767.88
1764.24
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
CP137
CP138
CP139
CP140
CP141
CP142
CP143
CP144
CP183
CP184
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
13+93.58 -- 16+51.66
C-107
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP126
CP127
CP128
CP129
CP130
TRAIL HORIZONTAL
℄ ALIGNMENT
S
T
A
I
R
W
Y
C
E
R
U
C
T
U
R
E
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL EMBANKMENT FAILURE. A-E SHALL
DESIGN FOR FAILURE, SCOUR DAMAGE,
AND NEW EXTENDED HANDRAILS W/ POSTS
TOP OF BEDROCK ELEV: 1920.46'
TOP OF BEDROCK ELEV: 1913.32'
TOP OF BEDROCK ELEV: 1891.32'
2"Ø GALVANIZED HANDRAILS
(DOUBLE STACKED). MISSING
TOP HANDRAILS & HAS DAMAGED
CONCRETE POSTS
10"Ø TREE
17+00
18+00
19+00
MATCHLINE STATION
STAT: 16+51.56
MATCHLINE STATION
STAT: 19+54.96
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
827062.95
827082.31
827080.27
827101.84
827097.14
827094.33
827116.53
827132.79
827133.41
827165.07
827181.47
827159.94
827151.11
827155.78
827191.28
827181.83
827161.55
827162.18
827205.63
827199.56
827192.47
827177.44
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
882665.81
882758.01
882789.14
882816.58
882874.12
882943.09
883006.96
883038.74
883126.38
883191.47
883247.00
883310.23
883374.61
883384.67
883418.48
883468.91
883486.76
883529.54
883599.59
883657.64
883674.48
883676.62
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
1834.43
1821.55
1821.02
1813.50
1801.60
1787.63
1781.43
1770.72
1767.88
1764.24
1750.16
1742.27
1731.68
1728.69
1719.77
1714.18
1710.64
1707.93
1712.43
1700.01
1695.11
1689.51
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
CP137
CP138
CP139
CP140
CP141
CP142
CP143
CP144
CP183
CP184
CP185
CP186
CP187
CP188
CP189
CP190
CP191
CP192
CP193
CP194
CP195
CP196
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
16+51.66 -- 19+54.96
C-108
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP131
CP132
CP133
TOP OF BEDROCK ELEV: 1874.22'
TOP OF BEDROCK ELEV: 1959.78'
TOP OF BEDROCK ELEV: 1855.95'
CONCRETE STAIRWAY
LANDING
DAMAGED 2"Ø GALVANIZED
HANDRAILS (DOUBLE STACKED).
CONCRETE STAIRS
TRAIL HORIZONTAL
℄ ALIGNMENT
MINOR TRAIL BRIDGE #7
6' SPAN X 3.4' WIDE X 0.25' THICK DECK
CONCRETE BRIDGE... BRIDGE HAS NO
HANDRAILS CONCRETE DECK SITTING
ON TOP OF A CONCRETE ABUTMENT.
BRIDGE DECK ELEV: 1874.82'
THALWEG
ELEV: 1870.05'
THALWEG
ELEV: 1873.50'
TRAIL EMBANKMENT FAILURE
20+00
21+00
22+00
MATCHLINE STATION
STAT: 19+54.96
MATCHLINE STATION
STAT: 21+69.62
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
827062.95
827082.31
827080.27
827101.84
827097.14
827094.33
827116.53
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
882665.81
882758.01
882789.14
882816.58
882874.12
882943.09
883006.96
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
1834.43
1821.55
1821.02
1813.50
1801.60
1787.63
1781.43
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
CP137
CP138
CP139
CP140
CP141
CP142
CP143
827132.79
827133.41
827165.07
827181.47
827159.94
827151.11
827155.78
827191.28
827181.83
827161.55
827162.18
827205.63
827199.56
827192.47
827177.44
827149.48
827128.66
827172.14
827265.15
827288.44
827289.88
827320.43
883038.74
883126.38
883191.47
883247.00
883310.23
883374.61
883384.67
883418.48
883468.91
883486.76
883529.54
883599.59
883657.64
883674.48
883676.62
883662.40
883662.74
883785.17
883807.67
883875.46
883902.37
883969.02
1770.72
1767.88
1764.24
1750.16
1742.27
1731.68
1728.69
1719.77
1714.18
1710.64
1707.93
1712.43
1700.01
1695.11
1689.51
1685.20
1682.10
1634.56
1631.59
1648.97
1647.42
1660.36
CP144
CP183
CP184
CP185
CP186
CP187
CP188
CP189
CP190
CP191
CP192
CP193
CP194
CP195
CP196
CP197
CP198
CP199
CP200
CP201
CP202
CP203
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
19+54.96 -- 21+69.62
C-109
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP132
CP133
CP134
TOP OF BEDROCK ELEV: 1959.78'
TOP OF BEDROCK ELEV: 1855.95'
CONCRETE STAIRWAY
LANDING
DAMAGED 2"Ø GALVANIZED
HANDRAILS (DOUBLE STACKED).
CONCRETE STAIRS
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL EMBANKMENT FAILURE
DAMAGED TRAIL SURFACE
CP135
CP136
DAMAGED CONCAVED
TRAIL SURFACE
10"Ø TREE
2"Ø GALVANIZED HANDRAILS
(DOUBLE STACKED). HANDRAILS
ARE DAMAGED
10"Ø X 4' LENGTH PVC
CULVERT
22+00
23+00
24+00
MATCHLINE STATION
STAT: 21+69.62
MATCHLINE STATION
STAT: 24+04.47
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
827062.95
827082.31
827080.27
827101.84
827097.14
827094.33
827116.53
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
882665.81
882758.01
882789.14
882816.58
882874.12
882943.09
883006.96
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
1834.43
1821.55
1821.02
1813.50
1801.60
1787.63
1781.43
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
CP137
CP138
CP139
CP140
CP141
CP142
CP143
827132.79
827133.41
827165.07
827181.47
827159.94
827151.11
827155.78
827191.28
827181.83
827161.55
827162.18
827205.63
827199.56
827192.47
827177.44
827149.48
827128.66
827172.14
827265.15
827288.44
827289.88
827320.43
827375.41
883038.74
883126.38
883191.47
883247.00
883310.23
883374.61
883384.67
883418.48
883468.91
883486.76
883529.54
883599.59
883657.64
883674.48
883676.62
883662.40
883662.74
883785.17
883807.67
883875.46
883902.37
883969.02
884026.15
1770.72
1767.88
1764.24
1750.16
1742.27
1731.68
1728.69
1719.77
1714.18
1710.64
1707.93
1712.43
1700.01
1695.11
1689.51
1685.20
1682.10
1634.56
1631.59
1648.97
1647.42
1660.36
1667.31
CP144
CP183
CP184
CP185
CP186
CP187
CP188
CP189
CP190
CP191
CP192
CP193
CP194
CP195
CP196
CP197
CP198
CP199
CP200
CP201
CP202
CP203
CP204
BASED ON TRUE NORTH
AND NAD 83 COORDINATE
SURVEY COORDINATES
0 10 20
SCALE IN FEET
EXISTING SITE PLAN
PLAN VIEW
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
DRAWING TITLE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
LA MINA TRAIL
EXISTING SITE PLAN
MATCHLINE
STATIONING
21+69.22 -- 24+04.47
C-110
SCALED TO A 11x17
DATE SIGNED
PROJECT LOCATION SURVEY COORDINATES
LA MINA AND BIG
TREE EXISTING SITE
TOPOGRAPHIC
SURVEY
EL YUNQUE
NATIONAL FOREST
N
S
W E
E. WHATLEY
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
CP137
CP138
CP139
CP140
CP141
TOP OF BEDROCK ELEV: 1812.70'
TOP OF BEDROCK ELEV: 1815.57'
LARGE BEDROCK
ALIGNMENT ADJACENT
TO LARGE BOULDER
CONCRETE STAIRWAY, TYP
(NO HANDRAILS)
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL HORIZONTAL
℄ ALIGNMENT
TRAIL HORIZONTAL
℄ ALIGNMENT
10"Ø X 4' LENGTH PVC
CULVERT
10"Ø X 5' LENGTH PVC
CULVERT
25+00
26+00
27+00
MATCHLINE STATION
STAT: 24+04.47
MATCHLINE STATION
STAT: 26+63.06
CONTROL POINTS
POINT #
NORTHING
826420.49
826471.58
826469.48
826496.08
826414.68
826404.50
826343.22
826303.26
826294.63
826264.55
826197.26
826160.40
826184.15
826206.40
826252.60
826285.48
826317.16
826324.80
826393.84
826409.28
826457.65
826460.58
EASTING
881100.70
881180.72
881158.38
881094.87
881135.52
881124.96
881186.90
881239.82
881304.70
881359.42
881454.90
881502.79
881635.55
881638.82
881625.81
881617.78
881633.92
881650.04
881619.57
881597.28
881616.25
881646.26
ELEVATION
2089.96
2102.35
2102.50
2102.98
2085.66
2085.23
2075.16
2068.23
2063.71
2059.42
2051.69
2053.66
2058.43
2058.32
2047.46
2035.36
2030.39
2028.76
2004.96
2000.41
1991.78
1988.69
DESCRIPTION
CP23
CP33
CP34
CP35
CP100
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP114
CP115
CP116
CP117
826497.82
826511.62
826538.94
826557.66
826593.98
826615.66
826653.05
826697.79
826791.99
826820.03
826813.95
826890.17
826912.94
826922.84
827001.94
827024.31
827020.02
827028.88
827036.08
827062.95
827082.31
827080.27
827101.84
827097.14
827094.33
827116.53
881664.87
881740.14
881745.86
881735.76
881758.27
881800.90
881811.78
881848.06
881952.93
881998.60
882013.89
882065.88
882129.20
882258.66
882414.29
882450.16
882536.28
882559.87
882607.50
882665.81
882758.01
882789.14
882816.58
882874.12
882943.09
883006.96
1978.67
1969.38
1965.27
1962.41
1953.79
1950.40
1945.52
1936.30
1917.37
1909.55
1909.40
1895.31
1886.04
1876.98
1868.28
1854.28
1844.66
1840.00
1845.87
1834.43
1821.55
1821.02
1813.50
1801.60
1787.63
1781.43
CP118
CP119
CP120
CP121
CP122
CP123
CP124
CP125
CP126
CP127
CP128
CP129
CP130
CP131
CP132
CP133
CP134
CP135
CP136
CP137
CP138
CP139
CP140
CP141
CP142
CP143
827132.79
827133.41
827165.07
827181.47
827159.94
827151.11
827155.78
827191.28
827181.83
827161.55
827162.18
827205.63
827199.56
827192.47
827177.44
827149.48
827128.66
827172.14
827265.15
827288.44
827289.88
827320.43
827375.41
883038.74
883126.38
883191.47
883247.00
883310.23
883374.61
883384.67
883418.48
883468.91
883486.76
883529.54
883599.59
883657.64
883674.48
883676.62
883662.40
883662.74
883785.17
883807.67
883875.46
8839…
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