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LOTS 1 AND 2, BLOCK 1 OF RAAP RANCH SUBDIVISION, LOCATED IN THE NE 4 OF SECTION 5, 2815 East 3300 South, Salt Lake City, UT 84109
1 (801) 305-4670 www.edmpartners.com
TOWNSHIP 2 NORTH, RANGE 1 EAST, CITY OF MERIDIAN, ADA COUNTY, B.M., IDAHO. 2023. ®° ,� l
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Jarron Langston Land Development
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Meridian, ID 83642
I • •• I ® � ® ® 208-724-6239
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JARRON LANGSTON
• � ntu Farm ® MRockhamptorill ry176.28' 1831 E. Overland Rd
OPEN SPACE \ PROJECT SITE ®® �® �� - Meridian, ID 83642
o < Keep Ph. 2 E. LAKE HAZEL RD� (208) 724-6239
W �I CONTACT: JARRON LANGSTON
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w i • . o•I a ° Q Park I f SURVEYOR
S ° COMPASS LAND SURVEYING PLLC
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W I,•' 161.48' ° o VICINITY MAP 0UTH
• INSTALL FIRE DEPARTMENT SEE DETAIL FOR / / NAMPA, ID 8365MERIDIAN, ID
•II APPROVED BOLLARDS (TYP.). PAVER SECTION. J (208) 608 2510
I •` COORDINATE WITH MERIDIAN I I W CONTACT:
' •� FIRE DEPARTMENT. (S) RICHARD GRAY, PLS
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z LANDSCAPE ARCHITECT
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STACK ROCK GROUP
. 404 S. 8TH ST., SUITE 154
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r Q BOISE, ID 83702
M (208) 716-4787
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\ \ CONTACT:
r Q PAVEMENT SECTION TABLE
I' FRONT OF \ \ (LA) JESSE BUSTER
1• LL HOUSE FLEXIBLE PAVEMENT
\ \ MAP PATTERN CIVIL/SITE ENGINEER
= I \ \ CONCRETE N/A EDM PARTNERS
APSHALTIC CONCRETE 2.5" PO BOX 6925
CRUSHED AGGREGATE BASE 4.0" BOISE, ID 83707
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_ I \ \ / STRUCTURAL SUBBASE 14.0"
(208) 891-9968
Q CONTACT:
W COMPACTED SUBGRADE SEE GEOTECH (PE) TED BURKE, PE
Y \ � REPORT
20.00'
I I LOCAL
A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS FORWARD ORIENTATION OF LOT
I •. I Q ROAD SETBACK REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF
CONSTRUCTION. EXISTING FENCE (TO REMAIN)
°0° Q I 20.00' W - IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE x x DEMO FENCE
w I •• O I LOCAL #B171395g Et#B222755g
o ROAD = PROPOSED FENCE
'• -- SETBACK MATERIAL SPECIFICATIONS:
I ------------
Z ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF
O ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS
00
Ln a• U SHALL BE PLACED IN ACCORDANCE WITH ISPWC
I, Q STANDARD SPECIFICATIONS FOR HIGHWAY
6 • • ' •I r M U CONSTRUCTION.
I • • I o a FRONT OF O � O O
I ' • °; J AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR
HOUSE V ONAL F
I • ' I CRUSHED AGGREGATE MATERIALS.
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STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING E
' r •, WITH THE REQUIREMENTS DETAILED IN THE
STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT
Q I• •••� I THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE 14176
THAN a THE COMPONENT THICKNESS.GRADATION AND N 11/7/2 4 O
SUITABILITY REQUIREMENTS SHALL BE PER ISPWC r <C/
SECTION 801,TABLE 1. 9 TF OF
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Subdivision
NOTES To CONTRACTORS: EMERGENCY TACCESS
1. BRICK PAVERS TO BE RATED FOR 75,000-LB, HS-20 LOADING. \ _ _ _ Li XHIBI`1'
v 2. PAVERS SHALL NOT BE INSTALLED UNTIL THE UPSLOPE AND CONCRETE EDGE RESTRAINT(1.0'WIDE AND —
F ADJOINING AREAS ARE STABILIZED. MIN. 0.66'DEEP),TOP OF CURB ELEVATION PROJECT:
#8 AGGREGATE IN OPENINGS-WASHED TO MATCH ADJACENT PAVERS AND
v FRACTURED AND OPENGRADED 3. GEOTECHNICAL ENGINEER IS REQUIRED TO PROVIDE PAVEMENT. CURB TO RUN THE PERIMETER \\� DRAWN BY: KMW
v
DOCUMENTATION OF THE INSTALLED STRUCTURAL BEARING OF OF PAVERS EXCEPT WHERE PAVERS ARE
o BRICK PAVER, 3 REVIEWED BY: ERB
$'THICK,MIN. THE PAVERS. ADJACENT TO CONCRETE SIDEWALK.
PAVER COLOR SELECTION PER
N LANDSCAPE PLAN ASPHALT PAVEMENT SECTION/SIDEWALK. I No. DATE REMARKS
q 2"BEDDING COURSE- 1/4"-3/8"
WASHED FRACTURED
OPEN-GRADED STONE#8
AGGREGATE 0 76'
0 4"BASE COURSE-3/4"WASHED --_-_ PAVER '
a FRACTURED OPEN GRADED SECTION,
A STONE#57 AGGREGATE
I— —I
VIEWPORT
—III=1 I I—III—III=1 I I=1 I I=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I ti DATE:I-1 11=1 I I-1 I E
November 7, 2024
TYPICAL PAVER SECTION
NOT TO SCALE
SHEET NUMBER:
EXH �3
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