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�\P-y PRELIMINARY ENGINEERING NOTES
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Ep EP �O, 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS
N WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER
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— ��_ 36
_ MAINS IN N. BLACK CAT RD.
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�_ o'�P— � g 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY
_ — — \\ s WILL BE SERVED BY THE CONNECTION AT N. BLACK CAT RD.
37 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED
DURING FINAL DESIGN.
N �\ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE
\\ WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN
\ REQUIREMENTS.
\ 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL
DESIGN.
6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE
STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE
IRRIGATION.
7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED
60' RIGHT—OF—WAY \ \ DURING FINAL DESIGN.
0.5' 0.5' \
3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC—TBC 16.5' TBC—TBC 8' PLANTER 5' SIDEWALK \
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6" MINUS PIT—RUN SUBBASE
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TYPICAL LOCAL STREET SECTION
SCALE: NTS
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2' CLEAR 10' WIDE PATHWAY 2' CLEAR
63' RIGHT—OF—WAY
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0.5' 0.5'
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a 5' SIDEWALK 8' PLANTER 18' TBC—TBC 18' TBC—TBC 8' PLANTER 5' SIDEWALK PRELIMINARY — NOT FOR CONSTRUCTION
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EXISTINGI - -I I N A L
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z / / / / / / / / / / -I I I I I - CONCEPTUAL ENGINEERING PLAN
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REVISIONS < �� 01-32-20
0
1' LANDING, ASPHALT PAVEMENT I I III 9 P� v
6" VERTICAL CURB NON—WOVEN GEOTEXTILE FABRIC. 3/4" MINUS CRUSHED NO. ITEM DATE ,S, lF OF
a AND GUTTER, TYP. ASPHALT PAVEMENT AGGREGATE BASE K\N
z 3/4"—MINUS CRUSHED AGGREGATE BASE MATERIAL
6" MINUS PIT—RUN SUBBASE 12" SUBGRADE DATE: 01/2020
g PROJECT: 19-010
TYPICAL COLLECTOR STREET SECTION (BELL TOWER DR./ N. JOY WAY) ASPHALT PATHWAY SECTION 9233 WEST STATE STREET SHEET NO.
ti BOISE,IDAHO 83714
SCALE: NTS NTS
PHONE(208)639-6939 P P 3.0
FAX(208)639-6930