HomeMy WebLinkAboutC1.22 Mass Grading Sheet Notes:
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A. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE i WE
LAN D
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY .
HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT GROUP
PRIOR WRITTEN APPROVAL.
/ B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
/ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
J II I EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES
\ I I TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
"' w OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE
I I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE
N O I S I A 1 0 8 fl S t1 Z N 3 0 1 A I I APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT
R _I LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
C) O N O) M O LLB CO O O V N \ N -
CY, �( M v v M — N r r X o "' _ _ _ C. THE CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS AND
— — —o — o 0 0 \ o_ X o X X � � o I ® REQUIREMENTS OF THE PROJECT GEOTECHNICAL REPORT
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— - - - - — _ _ — _ - - - I Revisions 1�
1.
Mass Grading O 30' 60'
Horizontal Scale: 1" = 30'
CENTERLINE
PROPERTY LINE ROADWAY PROPERTY LINE
5'SLOPE 17' FLAT JOINT TRENCH AREA SIDEWALK 16.5 CENTERLINE TO BACK OF CURB 16.5 CENTERLINE TO BACK OF CURB SIDEWALK 51 17' FLAT JOINT TRENCH AREA 5'SLOPE
VARIES �'�s-ONAL EN
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VARIES \GENSFO l�
2139
kp 06/03/2025
l Tq"F OF 0 5
Typical Lot Grading Section ��E K.Vi
1 Scale: NTS
Project No.: 121130
Date of Issuance: 05.08.2025
3
Project Milestone: CONSTRUCTION DOCUMENTS
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Mass Grading
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