HomeMy WebLinkAboutC-6.1 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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SCALE: 1" = 20'
QCEG:2753.28 o y �� ' 0 10 20 40 6U
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Id Id Id Id fd Id Id Id Id Id Id Id
\ �\ \ I EXISTING WEIR, Id Id Id Id Id Id
CONSTRUCT CAST-IN-PLACE \ �\
TO BE REMOVED
IRRIGATION STRUCTURE. N OWNER:
SEE DETAIL,THIS SHEET Q \ \\ \� U \ J - - - - - _ - - - - - - - - - - - - - - - - - - - - � � - �27$ �o Dawson Ranch LLC
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a � � � � � \�\zAA'o/R` \ �\� —EGIRMH143— _ - - GRIMMETTLATERAL ==-- -=_ LOT 1 — - - _ _ _ - - - - - - - - - - - - - - - --- - - - - - - - - - --- - - - -_ — ) IRMHS- - - - - ____ — 6865S. PemberleyPl.
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0 0^n 0 0 Rc _--_ - - - _ _ _ _ _ _ _ _ _ - - - - - - - - - -- - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ —_—_ —_ - _ __ - -_ _ — _— _ - - -= w Meridian, ID83642
l -L - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - -- - - - - - - - - -14+00 - - - - - - - - _ - - - - _ 15+00_
- _ _ _ _ _ - - -24"PP IRRG- - _ - - - _13+00 - - - - \ _ = Contact:Jarron Langston
— 12+00. _ — — — — — — — — _ — _ — — — _ _ — — _ _ N Phone: (208)724-6239
11+00 - - - - -
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( I \ \ 72 — N
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I NOTES:
id) (ld) (ld) (`d) (`d) (�d) (�d) — (`d) Qd) Qd) (ld) Qd) (id) I 1. This drawing is considered preliminary unless
affixed with a municipal approval or
(• accompanied by a separate approval document.
THE KEEP 2. All sanitary sewer improvements shall conform
PHASE 1
BLOCK 3 with the standards and specifications of the
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City of Meridian.
3. All culinary water improvements shall conform
with the standards and specifications of the
City of Meridian.
4. All improvements in the public right of way
shall conform with the standards and
specifications of the Ada County Highway
District (ACHD) and the Idaho Standards For
3 ? _ Public Works Construction-ACH D Supplement
v N Z
� (ISPWC-ACHD).
C M ^ o
N � N v N 5. All private improvements shall conform to Idaho
2765 Standards For Public Works Construction
N ^ � �
N In N (ISPWC) standards and specifications.
N '4 = 10
� ; N 6. Contractor to field locate and verify the
W _ 1-4N horizontal and vertical location of all utilities
ate ? o
N W W prior to beginning work.
2760
51.01 LF OF 24"
PP IRRG @ 0.20% APPROXIMATE
FINISH GRADE T MIN,
TYP.
-17 '' EXISTING GRADE C�CL T MIN•
6
2755 — _ nP•
- - - - - - - - - - - 403.25LFOF24"
- - - - PP IRRG @ 0.55%
- - - - - - - _
6 PHASE 2
2750 — — — — — — KEY MAP
EG @ BASE OF
WEIR:2751.73
2745
2740 APPROVED FOR CONSTRUCTION:
10+00 11+00 12+00 13+00 14+00 15+00 These plans are valid for construction only with the
signature of the design engineer on the line below.
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
Approved Date
eu
b GRAVITY IRRIGATION NOTES:
CONTRAC
OR
COORDINATE
TH BOISE PROJECT BOARD OF
a S\O� 6 00' SLAT GROOVES FOR WOODEN 1 CONTROL TBPBCO AND DEVELOPER I BEFORE BEGINNING WORK ON ONALFFNc/��
WEIR BOARDS TO BE SET BY BPBC (BPBC)
<_*N q0O ' GRAVITY IRRIGATION. 14176
2. ALL GRAVITY IRRIGATION PIPING TO BE ASTM D 2241 PVC DR51. (PP12/19/24ro
44/
EXISTING 15" PIPES FROM 3. ALL GRAVITY IRRIGATION MANHOLES TO CONFORM TO ISPWC �T P
v FARR LATERAL HEADGATE. SD-19. 9Rj) OF
INV:2754.73 11.100, R
a
0.50'
v EXISTING HEADWALL SPOT ELEVATION LEGEND Keep West
EG EXISTING GRADE
1 0.50'
N _ Subdivision
GL GUTTER LIP
DRILL INTO EXISTING HEADWALL Grimmett Lateral
PRESSURE IRRIGATION KEYNOTES AND PROVIDE DOWELS TO CAST
GB GRADE BREAK
IN PLACE WALLS � � � � /' rri�'ation Plan & Profile 10+00 to 15+0
INSTALL 3/4" PI SERVICE LINE AND 4"VALVE BOX PER 1SPWC SD 901
70 SLEEVE
SERVICE LINES
TI'AT CROSS Tur PUBLIC
IC RIG'IT OF WAY IN .
/ \ CWN ROAD CROWN ELEVATION PROJECT:
w 900 PVC 24" PVC DRAWN BY: CRS
/ 3.00' OUTLET PIPE EP EDGE OF PAVEMENT REVIEWED BY: ERB
71REMOVE EXISTING IRRIGATION PIPEi INV:2751.83 REVISIONS:
\ TRC TOP BACK OF ROLLED CURB No. DATE REMARKS
INSTALL 4'x4' GRAVITY IRRIGATION BOX, PER ISPWC SD-619. PROVIDE i
F 72 GATED OUTLET TO EXISTING USERS. TOP TOP OF SLOPE
INSTALL
GRAVITY
IRRIGATION S!!ALLOW
AIANI!O E TYPE 1 PER ISPWC
\ \
73 SD-615A FIG BOTTOM OF BOX: 2751.73 \ , TOE TOE OF SLOPE
74 INSTALL 24" SDR 35 ASTM 3034/F679 IRRIGATION PIPE �4pO�P BOW BACK OF WALK ELEVATION
/"nAIAIC/-T TO
CVICTIAI/- Innl/`ATInAI DnV !-nnC DRILL
c. INSTALL
CAST-IN-PLACE STRUCTURE NOTES:
RIM STRUCTURE RIM ELEVATION DATE:
SLAT GROOVES FOR WOODEN � ��'�� 1. PROVIDE #4 BAR REINFORCEMENT @ 10" SPACING, December 19 2024
75 CI AfrnAArnIP DnnT.../AInAI cLJnlAll/ / n/111T WEIR BOARDS TO BE SET BY BPBC �L
2. CONCRETEO RTO BE 4000 PSI CONCRETE (28 DAY EX * TIE TO EXISTING FEATURE
STRENGTH. SHEET NUMBER:
a
W C �6 * 1
a