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NOTES: li
O 8"SS PROPOSED SANITARY SEWER MAIN, MANHOLE,
LLJ 1. THE EXISTING HOME, OUT BUILDINGS AND APPURTENANCES WILL BE DEMOLISHED IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. PROPERTY INFORMATION: SERVICE & CLEANOUT 14
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Z EXISTING PARCELS: Row ROAD Row
2. SETBACK LINES SHALL BE IN ACCORDANCE WITH THE MERIDIAN CITY ZONING CODE FOR R-8. LOTS 1 & 2 AND 2 & 3 BLOCK 1, AND LOTS 1 & 2, T
� AND LOTS 4 & 5, BLOCK 2 WILL HAVE SINGLE FAMILY ATTACHED BUILDINGS WITH ZERO SETBACKS ALONG THE INTERIOR COMMON LOT LINES. S1105212448, 2315 E. USTICK RD. Z
S1105212449 47 8"W PROPOSED POTABLE WATER MAIN, GATE
Z 3. EASEMENTS: VALVE, FIRE HYDRANT, SERVICE & BLOWOFF ~ Q
O (A) A TEN (10) FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, PROPERTY DRAINAGE AND STREET LIGHTS ALONG ALL LOT LINES COMMON TO A EXISTING ZONE: R1 (ADA COUNTY) 2' S' 16.5' 15.7' 5' 2'
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PUBLIC RIGHT OF WAY LINE. SIDEWALK SIDEWALK 12"SD�❑ PROPOSED STORMDRAIN MAIN MANHOLE & �..�
CATCH BASIN
Z (B) A FIVE (5) FOOT WIDE PROPERTY DRAINAGE EASEMENT ALONG EACH SIDE OF INTERIOR LOT LINES, EXCEPT FOR THE LOT LINES WITH ZERO LOT LINE PROPOSED ZONE: R8 (CITY OF MERIDIAN) � �
o SETBACKS. MINIMUM RESIDENTIAL LOT SIZE = 4000 SF 27 2% 2% 2% O
ry (C) A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT ALONG REAR LOT LINES UNLESS OTHERWISE SHOWN. -- - -- -- --- _-__.-�
a_ (D) A TEN (10) FOOT WIDE PERMANENT EASEMENT FOR IRRIGATION, IN FAVOR OF THE HOMEOWNERS ASSOCIATION (HOA), AS SHOWN ON THE PLANS. SUBDIVISION SIZE: 1.54 ACRES -� - - -. -__ PROPOSED ACHD STORMDRAIN SEEPAGE BED U M Z
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ry 4. IRRIGATION WATER WILL BE PROVIDED BY THE NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS �
WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN 3" ROLLED CURB AND GUTTER ICI 12"IR n PROPOSED GRAVITY IRRIGATION MAIN, BOX O O
Q IRRIGATION DISTRICT. A SERVICE LINE WILL BE PROVIDED TO EACH LOT. 4" OF 3/4" MINUS CRUSHED AGG. BASE & MANHOLE
2.5" ASPHALT CONCRETE SP-3, 1/2" MIX, PG-64-28 5" THICK CONCRETE SIDEWALK J V
5. CONSTRUCTION WILL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ATLAS TECHNICAL CONSULTANTS, TITLED "VERADO EAST 2315 USTICK 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE COURSE 4" OF 3/4" MINUS CRUSHED AGG. BASE 2"PI PROPOSED PRESSURE IRRIGATION MAIN & Z
O ROAD", DATED JUNE 20, 2022. 14" OF 6" MINUS UNCRUSHED AGGREGATE SUBBASE COURSE WEfWELL Z
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C D 6. POTABLE WATER AND SEWER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 1 PROPOSED LOT NUMBER O W Q Z
tr 7. DIRECT ACCESS TO USTICK ROAD IS PROHIBITED. TYPICAL ROAD SECTION ■
Iw 4237 SF PROPOSED LOT AREA
z 8. LOT 1, BLOCK 1 AND LOT 1 BLOCK 3, ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, NO SCALE
C D 9. ROADS WILL BE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT. W
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10. THE EMERGENCY TURNAROUND LOCATED IN LOT 3, BLOCK 2 IS INTENDED TO BE TEMPORARY. UPON FUTURE EXTENSION OF THE ROADS AND > >
CD DETERMINATION THAT THE EMERGENCY TURNAROUND IS NO LONGER NECESSARY, THE ASPHALT MAY REMOVED, APPLICATION TO VACATE THE EASEMENT O W
0 MAY BE MADE AND ONCE VACATED, APPLICATION FOR A BUILDING PERMIT MAY OCCUR. Q rn �■■�
SURVEYOR V
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E. RINGNECK ST. SEWER N. LAPIS AVE. SEWER IDAHO SURVEY GROUP I■■I �
ro 9955 W. EMERALD ST. = 0 Z
w 2625 2625 o z 2625 BOISE, ID 83704
O 2625 208 846-8570 •// W
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Z - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ - CONTACT: WILLIAM GALLAGHER
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EXISTING PROPOSED EXISTING PR POSED
GROUND ELEV FINISHED GROUND GROUND ELEV FINISHED GROUND
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