PZ - Conceptual Engineering Plan I '
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p s _ 0 40 80 160 240
__ P = _ Plan Scale
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9 y op—op— OVERHEAD POWER LINE
20 BLOCK 8 10 CO8
1 Gi Gi GRAVITY IRRIGATION LINE
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` BLOCK 12 ® WATER METER
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w �J� �Q, POWER POLE
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I I TENUTA DR. EP EP
EDGE OF PAVEMENT
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` I Q 0 PRELIMINARY ENGINEERING NOTES
4
23 24 25 26 27 O O O O �C3 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS
LL .� WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER
z MAINS IN N. BLACK CAT RD.
'EXISTING WATER MAIN FOR w 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY
3 FUTURE CONNECTION cl? P — WILL BE SERVED BY THE CONNECTIONS AT N. BLACK CAT RD.
EXISTING SEWER MAIN FOR I �' $S 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED
FUTURE CONNECTION SA 8 8„ —
' / DURING FINAL DESIGN.
N R 0 ST. $,W s s 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE
8"S 8"S 8"S 8"S 81'S :2 8"S 8"S 1 WITHTHE
IDAREQUIREMENTS.O DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN
BLOCK 11
5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL
BLOCK 10 DESIGN.
6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE
STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE
IRRIGATION.
1 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED
DURING FINAL DESIGN.
� 31
60' RIGHT—OF—WAY 81' RIGHT—OF—WAY
0
0.5' 0.5' 0.5' 0.5'
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3:1 MAX.
5' SIDEWALK 8' PLANTERS 16.5' TBC—TBC 16.5' TBC—TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC—TBC 12' MEDIAN 21' TBC—TBC 8' PLANTER 5' SIDEWALK 3:1 MAX.
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AND GUTTER, TYP. COMPACTED SUBGRADE AND GUTTER, TYP. ASPHALT PAVEMENT
a 3/4"—MINUS CRUSHED AGGREGATE BASE 3/4"—MINUS CRUSHED AGGREGATE BASE
6" MINUS PIT—RUN SUBBASE COMPACTED SUBGRADE 6" MINUS PIT—RUN SUBBASE
a
0
TYPICAL LOCAL STREET SECTION (CAPRIANA DR./ EXETER AVE./ TEN UTA DR.) TYPICAL COLLECTOR STREET W/ MEDIAN SECTION (EYNSFORD AVE./ SAN REMO ST.)
SCALE: NTS SCALE: NTS
a
a
63' RIGHT—OF—WAY
0
u
0.5' 0.5'
Z 5' SIDEWALK 8' PLANTER 18' TBC—TBC 18' TBC—TBC 8' PLANTER 5' SIDEWALK PRELIMINARY NOT FOR CONSTRUCTION
3:1 MAX.
W
SLOPE TO
z EXISTING
E QUARTET SOUTHEAST SUBDIVISION
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CONCEPTUAL ENGINEERING PLAN
\ , \ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ MERIDIAN, I DA H O
REVISIONS p 06860 0
1' LANDING, \\��\/ \\/ \ \ /�\'\ �y �.1� Q� f
TYP. /\//\//\//\//\/�\/��/�\ \ \ \ \ \ \/� \ •\//\//\//\//\//\ N 0. ITEM DATE f OF
} 6" VERTICAL CURB ASPHALT PAVEMENTC. K�NS
Z AND GUTTER, TYP.
z 3/4"—MINUS CRUSHED AGGREGATE BASE
6" MINUS PIT—RUN SUBBASE DATE: 01/2020
g PROJECT: 19-010
TYPICAL COLLECTOR STREET SECTION (N. JOY WAY) 9233 WEST STATE STREET SHEET NO.
ti BOISE,IDAHO 83714
SCALE: NTS
PHONE(208)639 6939 P P 3.O
FAX(208)639-6930