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DENSITY 5725 NORTH DISCOVERY WAY _
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7. ACHD STORM DRAINAGE EASEMENT -
8. CITY OF MERIDIAN UTILITY EASEMENT
PRELIMINARY ENGINEERING NOTES 20' PL-PL 1' LANDING,
1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT 2% 2% 10
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m THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN E. PHENOMENAL ST. AND S. APEX AVE. O
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PLAT DESIGN PHASE. 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED
4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING
DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. REPORT AND ACHD'S REQUIREMENTS.
STREET SECTION A ( PRIVATE ALLEY z
a 5. ALL ALLEYS AND STREET "A" SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SCALE: NTS Q
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6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREET "A" SHALL BE COLLECTED AND ROUTED TO STORM 60' PL-PL
g FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM
FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 0 5' 16.5' TBC-CL 16.5' CL-TBC 0•5° APEX P H E N O M E N A L S U B D I V I S I O N O
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Z 7 PRESSURESIRREGATRONAIMPROVEMENTSTION SYSTEM ORTHEEPROPOSED PROJECT SPRESSUREHALL NRRIGAECT �ION SYSTEM S THE APEX OHOWNESTPREBMIINARY ISION 5' SIDEWALK 8' PLANTER PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 8' PLANTER 5' SIDEWALK ��SS ENSFHG'L
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8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN 2% 2% 16860
CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, AND PRESSURE IRRIGATION. �- -� REVISIONS s 9/11/2�F o If I I
Z 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL \�\\� \�\\�\\�\\�\/ < \\�\\�\\�\\�\\� \� \� ��\/�\ �q�F \�P� v ENGINEERING
// / // // // // / C��, OF 5725 NORTH DISCOVERY WAY
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g PLAT DESIGN PHASE. % � /\/\ \ \ \ \ \ \ \ \ \/\ / N O. ITEM DATE �/
w 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL 1' LANDING, \\��\�/�\/ / /�/�\/�\/�\/�\/�\/�\/ /�\/�\/�\/�\ \ �\/�\/�\/�\/�/�/�\//�\//\/\\ 1 SEWER COMMENTS 9/11/24 N C• KEN PHONE(208)639 6939 Q
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E ASPHALT PAVEMENT
1 1. THE STREETS AND ALLEYS SHALL BE CONSTRUCTED PER THE STREET SECTIONS SHOWN ON THIS PLAN. THE 6" VERTICAL CURB COMPACTED SUBGRADE DATE: SEPTEMBER 2024
PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN. AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE PROJECT: 24-142
STREET SECTION B ( PRIVATE) 6.. MINUS PIT-RUN SUBBASE
12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. SHEET NO. Lu
4 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. SCALE: NTS PP3.0
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REVISIONS r s� 9/11/2q �o '
E N G I N E E R I N G
3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY
C Y, BOISE, IDAHO 83713
1 SEWER COMMENTS 9/11/24 PHONE(208)639-6939
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z DATE: SEPTEMBER 2024
0
NOTE: PROJECT: 24-142
SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J
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DETERMINED WITH FINAL DESIGN.
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