HomeMy WebLinkAboutPLANS 1 -18-00315 - Approx. 1000 N Yellowstone Hwy - The Grove at Thomson Farms - 30 Unit Bldgx
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5
1
14
9
EXISTING
EDGE
OFASPHALT
PROPOSED
ROW
PROPERTY
LINE
EXISTING
ROW
PROPERTY
LINE
EXISTING
ASPHALTTRAIL
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4
6
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13
8
21
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20
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16
20
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16
TYP
5
5.
0
7.
0
26.
0
2.
5
4
21 13
1
TAPER
12.
0
14.
0
5.
0'
55625 20
5.
5'
62.
5
2.
0'
17.
5
5.
0'
7.0'
2.
5'
12.
0
12.
0
14.
0
12.
0
2.
5'
190TYP
9.0'
TYP
12.0'
19.
0
TYP
9.
0
TYP
PHASE3
FUTURE
PHASE
3
26.
0
260
IMPROVEMENTS WITHIN THIS
AREA ARE TO BE
COORDINATED WITH
REXBURG CITY
19
FUTURE CURB AND GUTTER
FUTURE SIDEWALK
FUTURE ASPHALT
15
68
0
SE
E
D
E
TA
IL
2
S
H
E
E
T
C
700
TYP
2
TYP
2
TYP
24
PHASE
1
3
18
PHASE
1
PH
ASE
1
25
STEGELMEIER
LANE
OL D
U
S
HIGHWAY
191
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
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SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
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CHECKEDBYDRAWNBY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
10/29/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40
C-201
SITE PLAN
SEE DRAWING C-203SEEDRAWINGC-203
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KEYMAP
NOT TO SCALE
10-30-18