HomeMy WebLinkAboutC-6.2 Grimmett Lateral MERIDIAN CITY APPROVAL
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Partners
2815 East 3300 South, Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
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EXISTING GRIMMETT LATERAL a / M
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Z U OVER EXCAVATE BEYOND LIMITS 24"PP IRRG I ° // LOT 2 Z U
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24"PP IRRG OF EXISTING DITCH AND I I p ° / IRMH 7 I J y
— — — — — — — — — LOT 1 BACKFILL WITH STRUCTURAL — — — — — — — — — — —IRMH-6 GR MMETT LATERAL Meridian, ID 83642
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- - - - - - - - - - - - - - - - - I U 19+001 20+00- - - Q N
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17+ 0 I I — _ PIPE OUTLET _2 + 0
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— — — — — — — — — — — — — — — — — — — — — -16+00— — — — — — — — — — — — — — — — — — — — — — — — — —
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_ — — NOTES:
EXISTING 6"PVC J� ° ° 1. This drawing is considered preliminary unless
SDR 21 CLASS 200 (id) —'I affixed with a municipal approval or
(Id) (Id) _ (id) (!d) (!d) (!d) ° _ _ _ _ 5 q (!d) — (!d) — (!d) accompanied by a separate approval document.
EXISTING THE KEEP 2. All sanitary sewer improvements shall conform
EXISTING EVE PHASE 1 PRESSURE with the standards and specifications of the
EXISTING 6"PVC EXISTING b" � I"rl C-900 SLEEVE IRRIGATION SYSTEM
THE KEEP SDR-21 CLASS 200 GATE VALVE I ° CONNECT TO EX. 6"GATE VALVE FOR PRESSURE City of Meridian.
° IRRIGATION IN THE KEEP PHASE 1 SUBDIVISION. THE KEEP 3. All culinary water improvements shall conform
PHASE 1 f ° REPAIR/REPLACE ANY DAMAGED ITEMS TO PHASE 1 with the standards and specifications of the
° EXISTING OR BETTER THAN EXISTING City of Meridian.
BLOCK 3 �° ° ° CONDITIONS. COORDINATE CONNECTION WITH BLOCK 1
HOA AND BOISE PROJECT BOARD OF CONTROL. 4. All improvements in the public right of way
shall conform with the standards and
\ I o specifications of the Ada County Highway
I \ un E I �,� District (ACHD) and the Idaho Standards For
Public Works Construction-ACHD Supplement
I ° (ISPWC-ACHD).
s °
5. All private improvements shall conform to Idaho
Standards For Public Works Construction
(ISPWC) standards and specifications.
6. Contractor to field locate and verify the
horizontal and vertical location of all utilities
prior to beginning work.
2760
Z Z
~ N ~ N
v N O v N
O N W O N N
3'MIN. N P
2755 C,�" � �4 ° 4
TYP. S ^
N � N
APPROXIMATE FINISH GRADE T MIN. co
_ Cy' N Z e
TYP. :2N 0 w CL E.WICKHAM STREET �_ N w 5w
398.50 LF OF 24" STA 18+92.57 THE KEEP
PP IRRG @ 0.55% EL=2750.72 6 PHASE 2
EXISTING GRADE KEY MAP
2750 — — — — — — — — — — — — _ EXISTING
GRADE
2745 18.06 LF OF 24"
PRESSURE IRRIGATION CROSSING PP IRRG @ 0.54% VERTICAL SCALE: 1" = 5'
66.78 LF OF 24"
PP IRRG @ 0.54%
SLEEVED WATER CROSSING 0 2.5 5 10 15
2740 SLEEVED SEWER CROSSING APPROVED FOR CONSTRUCTION:
These plans are valid for construction only with the
signature of the design engineer on the line below.
2735
Approved Date
16+00 17+00 18+00 19+00 20+00
a
ONAL
Fiy�
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14176
c�
12 19 24o
D
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a
SPOT ELEVATION LEGEND Kee
o p West
EG EXISTING GRADE
N Subdivision
GRAVITY IRRIGATION KEYNOTES GL GUTTER LIP
Grimmett Lateral
INSTALL
3/4
" Ill SERVICE LINE
AND A"VALVE
BOX PER ISPWC Sll 901 GB GRADE BREAK rrigation Plan & Profile 16+00 to 22+0
• 70 SLEEVE
SERVICE LINES
TI'AT CROSS TI1E PUBLIC
IC RIG'IT-OF-WAY
TOFWAY IN
A C900 PVC- CWN ROAD CROWN ELEVATION PROJECT:
w DRAWN BY: CRS
71 REMOVE
EXISTING IRRIGATION RITE EP EDGE OF PAVEMENT
N REVIEWED BY: ERB
x INSTALL 4'x4' GRAVITY IRRIGATION BOX, PER ISPWC SD-619 WITHIN TRC TOP BACK OF ROLLED CURB REVISIONS:
v
72 LOTS Et ACHD SUPPLEMENTAL SD-619 AT PUBLIC STREET CROSSINGS. No. DATE REMARKS
F PROVIDE GATED OUTLET TO EXISTING USERS TOP TOP OF SLOPE
INSTALL-GRAVITY IRRIGATION S' ALLOW MA
73 5B-615A TOE TOE OF SLOPE
GRAVITY IRRIGATION NOTES:
0 74 INSTALL 24" ASTM F679 IRRIGATION PIPE 1. CONTRACTOR TO COORDINATE WITH BOISE PROJECT BOARD OF BOW BACK OF WALK ELEVATION
CONTROL (BPBC) AND DEVELOPER BEFORE BEGINNING WORK ON
CONNECT TO EXISTING IRRIGATION 75 CORE DRILL Et INSTALL GRAVITY IRRIGATION. RIM STRUCTURE RIM ELEVATION DATE:
2. ALL GRAVITY IRRIGATION PIPING TO BE ASTM D 2241 PVC DR51. December 19, 2024
A EX TIE TO EXISTING FEATURE
3. ALL GRAVITY IRRIGATION MANHOLES TO CONFORM TO ISPWC SD 19. SHEET NUMBER:
a
W C �6 * 2
A