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YH
EX.
SEPTIC
EX.
PROPANE/TRASH/SAN. STA.
6
6
'
4
" 1
8
'
0
"
SEEDED NATIVE TURF
ISLAND
EDGE OF RECYCLED ASPHALT ROAD SURFACE
EDGE OF RECYCLED ASPHALT ROAD SURFACE
62'0"
NON-ADA PICNIC TABLE
AND SHELTER
FIREPIT/GRILLE COMBINATION
1
2
'0
"
8
'6
"
DE
TE
NT
IO
N
PO
ND
1
2
3
4
1
2
3
1 2 3
1
2
1
2
1
2
1 2
1
2
3
4
5
6
1
2
3
4
1
2
3
1 2
1
2
3
4
5
10'X20' MOBILE STORAGE PODS 10'X20' MOBILE STORAGE PODS
15'X45' OPEN AIR O.H. CANOPY STORAGE 15'X45' OPEN AIR O.H. CANOPY STORAGE
15'X35' OPEN STORAGE 15'X35' OPEN STORAGE
PULL-THROUGH PULL-THROUGH
PULL-THROUGH PULL-THROUGH
BACK-IN BACK-IN
13'X25' OPEN STORAGE
PULL-THROUGH
13'X25' OPEN STORAGE
PULL-THROUGH
13'X35' OPEN STORAGE
BACK-IN
13'X35' OPEN STORAGE
BACK-IN
15'X35' OPEN AIR O.H. CANOPY STORAGE
BACK-IN
15'X35' OPEN AIR O.H. CANOPY STORAGE
BACK-IN
BACK-IN
15'X35' OPEN AIR STORAGE
BACK-IN
15'X35' OPEN AIR STORAGE
BACK-IN
15'X35' OPEN AIR STORAGE
001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 019018 020 021 022 023 024 025 026 027 028 029 030 031 032 033 035034 036 037 038 039 040 041 042 043 044 045 046 047 048 049 050 051 052 053 054 055 057056 058 059 060 061 062 063 064 065 066067 068 069 070 071 072
073 074 075 076
078 079 080 081 082 083
086 087 088 089 090 091 092
095 096 097 098 099 100 101 102 103 104 105 106 107 108 109 110 111 112 113
115 116 117 118 119 120 121
124 125 126 127
130 131 132 133 134 135 136 137
141 142
146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168
172 173
177 178 179 180 181 182
186 187 188 188 189 190 191 192
197 198
203 204 205 206 207 208 209 210 211 212 213 214 215 206 207 208 209 210 211 212 213 214 215 216
221
226 227 228
237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281
298 299 300 301 302 303 304 305 307306 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330
361 362 363 373 374 376 377375
364 365 366 367 368 369 370 371 372
341 342 343 344 345 346 347 348 349
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
001
002
003
004 005006
007
008
BACK IN
BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN
BACK IN
BACK IN
077
084 085
093 094
114
122 123
128 129
138 139 140
143 144 145
169 170 171
174 175 176
183 184 185
193 194 195 196
199 200 201 202
217 218 219 220
222 223 224 225
229 230 231 232 233 234 235 236
282 283 284 285 286 287 288 289 290 291 292 293294 295 297
331 332333 334 335 336 337 338 339 340 350 351 352 353 354
355 356 357 358 359 360 378 379 381 382380 383 384 386 387385 388 389
391 392
390 393 394 396 397395 398 399 400
401
402
403
404
405
406
407
408
409
410
FUTURE PUBLIC ROAD
FUTURE PUBLIC ROAD
FUTURE PUBLIC ROAD
1 2 3 4
PH-1
TP-1
TP-4
TP-3
TP-2
EAST SEPTIC FIELD
SOUTHEAST SEPTIC FIELD
ROLLED CRUSHED
SEEDED NATIVE TURF
SEEDED NATIVE TURF
SEEDED NATIVE TURF
SEEDED NATIVE TURF
SEEDED NATIVE TURF
RV
RV
RV
RV
RV RV
RV
RV
RV
RV RV
RV RV RV RV RV RV RV RV RV RV RV RV RV RV RV
RV
RV RV
RV RV RV RV RV RV
RV RV RV RV RV RV
RV
RV RV RV RV RV
RV RV RV RV RV
RV RV RV RV
12
009010
011012
014
016017
018 019020 021 022
023024
025
026 027 028029
031 032030
033 034035
036038
039
040 041042
043 044
045
046047037
049
048
050
051
052053
075 076077
078
079
095
096
097 098
099 100 101
102103
104105 106
107
108
109
110111
112113
114115
116117
118119 120
124125
127
BACK IN
PULL THROUGH
PULL THROUGHPULL THROUGH PULL THROUGH
PULL THROUGH PULL THROUGH PULL THROUGHPULL THROUGH
PULL THROUGHPULL THROUGH
PULL THROUGH
PULL THROUGHPULL THROUGH PULL THROUGH PULL THROUGH
PULL THROUGH
PULL THROUGH
PULL THROUGHPULL THROUGH
PULL THROUGH
PULL THROUGH
BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN BACK IN
BACK IN
BACK IN
BACK IN
BACK INBACK IN
BACK INBACK INBACK INBACK IN
BACK INBACK INBACK INBACK INBACK INBACK INBACK INBACK INBACK INBACK INBACK IN
BACK IN
THROUGH
PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH PULL THROUGH
TENT TENT
TENT
126
TENT
BACK IN
BACK IN
PULL
THROUGH
PULL
THROUGH
PULL
BACK IN
013
BACK IN
015
054
BACK IN
055
BACK IN
056
BACK IN
057
BACK IN
058
BACK IN
059
BACK IN
060
BACK IN
061
BACK IN
062
BACK IN
063
BACK IN
BACK INBACK INBACK INBACK INBACK INBACK INBACK INBACK IN BACK IN
BACK IN
BACK IN
094
BACK IN
064
065066 067
068069
070 071 072 073074
RV
RV RV
RV RV RV RV RV
RV RV RV RV RV RV
091
092093
089090
085086
087 088083084
BACK IN
BACK IN
BACK IN
BACK IN BACK IN
BACK IN
BACK IN BACK IN
BACK INBACK IN
BACK IN
RV RV RV RV RV RV RV
RV
RV
RV
RV RV RV
RV
RV RV
RV
RVRV
RV
RV
080
082081
BACK IN
BACK INBACK IN
RV
RV
RV
RV
RV
RV
RV
RV
RV
RV
RV
RV RV
RV
RV
RV
RV
RV
RV
RV
RV
RV
RV
RV
RV
6" CONCRETE PAD
ROLLED CRUSHED
AGGREGATE
AGGREGATE
PAD SITE MARKER MONUMENT
(BACK-IN NON-ADA RV PAD)
SANITARY SEWER TIE-IN
UTILITY HOOK-UP ISLAND
ROLLED CRUSHED
AGGREGATE
FIREPIT/GRILL COMBO
RV
RV
RV
RV
12
3
6850
6
8
5
5
6
8
6
5
6
8
7
0
x
Tract C29,030 sf
(.666 AC)
DETENTION POND
SAGEFIELD DRIVE
60'
x
25' TRAIL EASEMENT
25' TRAIL EASEMENT
25'
25'
GINNALA FLAME MAPLE
RIO GRANDE COTTONWOOD
CLUMP QUAKING ASPEN
RA
NG
E F
LOW
ER
WA
Y
Stapleton Corridor Study)
Future Judge Orr Road PUD
Access/Egress to Public Road
Future Public Road per
Stapleton Corridor Study
RA
NG
E F
LOW
ER
WA
YR
AN
GE
FLO
WE
R W
AY
STORAGE YARD ACCESS
RV PARK ACCESS
New
PU
D/R
V-P
Pro
pert
y Li
ne
New
PU
D/R
V-P
Pro
pert
y Li
ne
Exi
stin
g E
asem
ent t
o be
Vac
ated
PHASE 2
PH
AS
E 2
PHASE 1
PHASE 2
30' L
ands
cape
Buf
fer
30' L
ands
cape
Buf
fer
30' L
ands
cape
Buf
fer
30'
Ope
n S
pace
MEADOW STONE TRAIL
ROW
Judge Orr Road PUD Primary
Access to Align at Cessna Drive
(Per County Requirement)
(Per County Requirement)
LOT 15
81,664 sf
1.875 AC
(WA
TE
R M
AIN
20'
ES
MT
.)(W
AT
ER
MA
IN 2
0' E
SM
T.)
PHASE 1
PHASE 2
RIO GRANDE COTTONWOOD
PINON PINE
PONDEROSA PINE
TREE LEGEND
CLUMP QUAKING ASPEN
RIO GRANDE COTTONWOOD
PINON PINE
PONDEROSA PINE
TREE LEGEND
CLUMP QUAKING ASPEN
x x80'
LOT 13
62,445 sf
(1.434 AC)
LOT 1472,701 sf
(1.669 AC)
LOT 6
98,197 sf
2.254 AC
LOT 551,478 sf
(1.182 AC)LOT 4
48,878 sf
(1.122 AC)
PHASE 1
Exi
stin
g E
asem
ent t
o be
Vac
ated
PH
AS
E 1
Ope
n S
pace
Existing to
be Removed
ROADWAY
ROADWAY
Tract D7,853 sf
(.180 AC)
LANDSCAPE TRACT
MUTCD SIGN 07
MUTCD SIGN 07
MUTCD SIGN 07
MUTCD SIGN 07
MUTCD SIGN 07
two-way private drive
two-way private drive
x x
ROW
80'ROW
S S S
S S S
SSS
SS
W W W
W
W
W
W
W W W
W
W W W
SS
W W W
CW
61.50
59.0
63.0
43.46
45.88
58.07
PRESERVATION AREA
FUTURE JUDGE ORR ROAD R.O.W.(30')
1+
00
1+
50
2+
00
2+
50
3+
00
3+
50
4+
00
4+
50
5+
00
5+
50
5+
57.97
STOCKPILE
AREA
STAGING
AREA
S H E E T
of
DA
TE
:
JO
B N
O.
CA
D F
ILE
N
O.
DR
AW
N B
Y
DE
SIG
NE
D B
Y
PR
OJE
CT
E
NG
IN
EE
R
PR
OJE
CT
M
AN
AG
ER
SC
ALE
:
HO
RZ
. ____________
VE
RT
. ____________
RE
VIS
IO
NB
YD
AT
EN
O.
Suite 102
Colorado Springs, CO 80918
(719) 266-5212
fax: (719) 266-5341
3520 Austin Bluffs Parkway
JU
DG
E O
RR
R
OA
D R
V P
AR
K &
S
TO
RA
GE
CO
LO
RA
DO
S
PR
IN
GS
, C
OL
OR
AD
O
RO
AD
WA
Y O
VE
RA
LL
P
LA
N
10/31/18
160301
160301-B
ase
HJG
MA
B
MA
B
MA
B
1" =
60'
N/A
1 3
Project Site
NORTH
VICINITY MAP:
ROADWAY PLANSJUDGE ORR ROAD RV PARK AND STORAGE
EL PASO COUNTY, COLORADO
PCD PROJECT NO. PPR-16-040
SHEET INDEX:
1 - ROADWAY OVER ALL PLAN
2 - RANGE FLOWER WAY PLAN/PROFILE & STRIPING PLAN
3 - ROADWAY DETAILS
LEGEND:
EXISTING WATER VALVES
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVES & REDUCERS
EXISTING SANITARY MANHOLE TO BE REMOVED
PROPOSED SANITARY MANHOLE
WV
WV
EXISTING FIRE HYDRANT TO BE REMOVED
EXISTING SANITARY MANHOLE
PROJECT
LIMITS
BENCHMARK
CONTROL POINT SET ON FENCE LINE, SOUTH SIDE OF JUDGE ORR ROAD FT
DUE SOUTH OF EAST PROPERTY LINE. ELEV = 6841.90 (HV100)
BASIS OF BEARING
WEST LINE SW
1
4
OF THE SW
1
4
SECTION 33 N00°04' 00"W
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PROP GRADE
6840
6850
6860
6870
ST
A 3+
50.00
ELE
V 6860.65
ST
A 4+
50.00
ELE
V 6861.00
ST
A 1+
00 E
LE
V 6858.29
℄ JU
DG
E O
RR
R
D
ST
A 1+
11 E
LE
V 6858.07
RO
AD
E
DG
E
ST
A 4+
00.00 E
LE
V 6861.50
PV
I V
ER
T C
UR
VE
ST
A 5+
45.55 E
LE
V 6859.54
EN
D R
OA
D (P
HA
SE
II)
FUTURE ROAD
EXIST GRADE
VC = 100'
A = 2.7
K = 37.04
6840
6850
6860
6870
6880 6880
1
2
12
RV
RV
RV
RV
RV
02
6
03
3
049
04
8
050
PU
LL
T
HR
OU
GH
BA
CK
IN
BA
CK
IN
BA
CK
IN
TH
RO
UG
H
PU
LL
BA
CK
IN
BA
CK
IN
064
06
5
RV
GINNALA FLAME MAPLE
RIO GRANDE COTTONWOOD
PINON PINE
PONDEROSA PINE
TREE LEGEND
CLUMP QUAKING ASPEN
MU
TCD
SIG
N 07
xx
80'ROW
61
.5
0
59
.0
58
.0
7
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
5+57.97
04
8
TH
RO
UG
H
PU
LL
RV
GINNALA FLAME MAPLE
xx
80'ROW
61.50
59
.0
58
.0
7
SCALES HORIZONTAL 1"=60' VERTICAL 1"=5'
6850
6855
6860
SW CURB RETURN
ST
A 1
+1
1 7
2' L
F
EL
EV
=
6
85
8.3
8
ST
A 1
+5
1 3
2' L
F
EL
EV
=
6
85
8.5
2
SCALES HORIZONTAL 1"=60' VERTICAL 1"=5'
6850
6855
6860
SE CURB RETURN
ST
A 1
+1
1 7
2' L
F
EL
EV
=
6
85
6.8
5
ST
A 1
+5
1 3
2' L
F
EL
EV
=
6
85
9.9
8
S H E E T
of
DA
TE
:
JO
B N
O.
CA
D F
ILE
N
O.
DR
AW
N B
Y
DE
SIG
NE
D B
Y
PR
OJE
CT
E
NG
IN
EE
R
PR
OJE
CT
M
AN
AG
ER
SC
ALE
:
HO
RZ
. ____________
VE
RT
. ____________
RE
VIS
IO
NB
YD
AT
EN
O.
Suite 102
Colorado Springs, CO 80918
(719) 266-5212
fax: (719) 266-5341
3520 Austin Bluffs Parkway
JU
DG
E O
RR
R
OA
D R
V P
AR
K &
S
TO
RA
GE
CO
LO
RA
DO
S
PR
IN
GS
, C
OL
OR
AD
O
RO
AD
WA
Y P
LA
N/P
RO
FIL
E &
S
TR
IP
IN
G P
LA
N
10/31/18
160301
160301-B
ase
HJG
MA
B
MA
B
MA
B
1" =
60'
N/A
2 3
PCD PROJECT NO. PPR-16-040
CENTERLINE PROFILE OF RANGE FLOWER WAY
SCALES HORIZONTAL 1"=60' VERTICAL 1"=10'
SIGNING AND STRIPING NOTES:
1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN COMPLIANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
2. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY
DAMAGE THE PAVEMENT. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE
VISIBLE UNDER DAY OR NIGHT CONDITIONS. AT NO TIME WILL IT BE ACCEPTABLE TO PAINT OVER EXISTING PAVEMENT
MARKINGS.
3. ANY DEVIATION FROM THE STRIPING AND SIGNING PLAN SHALL BE APPROVED BY EL PASO COUNTY PLANNING AND
COMMUNITY DEVELOPMENT.
4. ALL SIGNS SHOWN ON THE SIGNING AND STRIPING PLAN SHALL BE NEW SIGNS. EXISTING SIGNS MAY REMAIN OR BE
REUSED IF THEY MEET CURRENT EL PASO COUNTY AND MUTCD STANDARDS.
5. STREET NAME AND REGULATORY STOP SIGNS SHALL BE ON THE SAME POST AT INTERSECTIONS.
6. ALL REMOVED SIGNS SHALL BE DISPOSED OF IN A PROPER MANNER BY THE CONTRACTOR.
7. ALL STREET NAME SIGNS SHALL HAVE “D” SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE
LETTERING ON 8” BLANK AND NON-LOCAL ROADWAY SIGNS BEING 6” LETTERING, UPPER-LOWER CASE ON 12” BLANK, WITH
A WHITE BORDER THAT IS NOT RECESSED. MULTI-LANE ROADWAYS WITH SPEED LIMITS OF 40 MPH OR HIGHER SHALL
HAVE 8” UPPER-LOWER CASE LETTERING ON 18” BLANK WITH A WHITE BORDER THAT IS NOT RECESSED. THE WIDTH OF
THE NON-RECESSED WHITE BORDERS SHALL MATCH PAGE 255 OF THE 2012 MUTCD "STANDARD HIGHWAY SIGNS"
8. ALL TRAFFIC SIGNS SHALL HAVE A MINIMUM HIGH INTENSITY PRISMATIC GRADE SHEETING.
9. ALL LOCAL RESIDENTIAL STREET SIGNS SHALL BE MOUNTED ON A 1.75” X 1.75” SQUARE TUBE SIGN POST AND STUB POST
BASE. FOR OTHER APPLICATIONS, REFER TO THE CDOT STANDARD S-614-8 REGARDING USE OF THE P2 TUBULAR STEEL
POST SLIPBASE DESIGN.
10. ALL SIGNS SHALL BE SINGLE SHEET ALUMINUM WITH 0.100” MINIMUM THICKNESS.
11. ALL LIMIT LINES/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS SHALL BE A MINIMUM 125 MIL
THICKNESS PREFORMED THERMOPLASTIC PAVEMENT MARKINGS WITH TAPERED LEADING EDGES PER CDOT STANDARD
S-627-1. WORD AND SYMBOL MARKINGS SHALL BE THE NARROW TYPE. STOP BARS SHALL BE 24” IN WIDTH. CROSSWALKS
LINES SHALL BE 12” WIDE AND 8’ LONG PER CDOT S-627-1.
12. ALL LONGITUDINAL LINES SHALL BE A MINIMUM 15MIL THICKNESS EPOXY PAINT. ALL NON-LOCAL RESIDENTIAL ROADWAYS
SHALL INCLUDE BOTH RIGHT AND LEFT EDGE LINE STRIPING AND ANY ADDITIONAL STRIPING AS REQUIRED BY CDOT
S-627-1.
13. THE CONTRACTOR SHALL NOTIFY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT (719) 520-6819 PRIOR TO
AND UPON COMPLETION OF SIGNING AND STRIPING.
14. THE CONTRACTOR SHALL OBTAIN A WORK IN THE RIGHT OF WAY PERMIT FROM THE EL PASO COUNTY DEPARTMENT OF
PUBLIC WORKS (DPW) PRIOR TO ANY SIGNAGE OR STRIPING WORK WITHIN AN EXISTING EL PASO COUNTY ROADWAY.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
60
N
TRANSITION
FROM TYPE 'A'
CURB TO 0" IN 5'
TRANSITION
FROM TYPE 'A'
CURB TO 0" IN 5'
RANGE FLOWER WAY
(PRIVATE)
R1-1 STOP SIGN (3')
STOP AT
PHASE LINE
RANGE FLOWER WAY
R1-1 STOP SIGN
RANGE FLOWER WAY
ROADWAY PLAN (PRIVATE)
URBAN NON-RESIDENTIAL COLLECTOR
SCALE = 1" = 60'
RANGE FLOWER WAY STRIPING PLAN
SCALE = 1" = 60'
R1-1 STOP SIGN
JU
DG
E O
RR
R
OA
D
JU
DG
E O
RR
R
OA
D
4" WIHITE SOLID
PAVEMENT MARKINGS
CROSSWALK MARKINGS 8'x12"
R1-1 STOP SIGN (3')
FUTURE
ROADWAY
PO
TE
NT
IA
L
FU
TU
RE
RO
AD
WA
Y
N00°04'00"W
EDGE OF
EXIST
PAVEMENT
S H E E T
of
DA
TE
:
JO
B N
O.
CA
D F
ILE
N
O.
DR
AW
N B
Y
DE
SIG
NE
D B
Y
PR
OJE
CT
E
NG
IN
EE
R
PR
OJE
CT
M
AN
AG
ER
SC
ALE
:
HO
RZ
. ____________
VE
RT
. ____________
RE
VIS
IO
NB
YD
AT
EN
O.
Suite 102
Colorado Springs, CO 80918
(719) 266-5212
fax: (719) 266-5341
3520 Austin Bluffs Parkway
JU
DG
E O
RR
R
OA
D R
V P
AR
K &
S
TO
RA
GE
CO
LO
RA
DO
S
PR
IN
GS
, C
OL
OR
AD
O
RO
AD
WA
Y O
VE
RA
LL
P
LA
N
10/31/18
160301
160301-B
ase
HJG
MA
B
MA
B
MA
B
1" =
60'
N/A
3 3
PCD PROJECT NO. PPR-16-040
NOT TO SCALE
SECTION B-B
FUTURE URBAN RESIDENTIAL COLLECTOR CROSS SECTION 80' R.O.W.
WALK
(TYP)
POINT OF
SLOPE SELECTION
(TYP)
EPC TYPE A CURB & GUTTER
(TYP) (BELOW)
4
1
2
" ASPHALTIC
CONCRETE
9
1
2
" AGGREGATE
BASE COURSE
5'
80' R.O.W.
8'
2.5'
24' WIDE PVMT
5'8'
2.5'
24' WIDE PVMT
WALK
(TYP)
TYPICAL CURB AND GUTTER DETAILS
PEDESTRIAN INTERSECTION RAMP DETAIL
SCALE: 1' = 10'
SIDEWALK
NOT TO SCALE
SECTION A-A
URBAN RESIDENTIAL COLLECTOR CROSS SECTION 60' R.O.W.
WALK
(TYP)
POINT OF
SLOPE SELECTION
(TYP)
EPC TYPE A CURB & GUTTER
(TYP) (BELOW)
4
1
2
" ASPHALTIC
CONCRETE
9
1
2
" AGGREGATE
BASE COURSE
2%
5'
80' R.O.W.
2.5'
34' WIDE PVMT
5'8'
2.5'
28' WIDE PVMT
SIDEWALK
0.5'0.5'
2%
2%
2%
ED
GE
S
/W
ED
GE
S
/W
