HomeMy WebLinkAboutPP 03 Concept Improvements • T I 1 I CV
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TEMPORARY ROADWAY
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EXISTING STA: 21+98±, OFF: 0.00'
EASEMENTS AT DRAINAGE SYSTEMS - - — MATCH EXISTING
STUB WATER MAIN FOR FUTURE I I LSTUB WATER MAIN FOR FUTURE
CONTINUATION WITH SITE DEVELOPMENT (TYP, NOT ALL LOCATIONS DETERMINED) PROPOSED CITY OF MERIDIAN EASEMENTS AT UTILITY i I CONTINUATION WITH SITE DEVELOPMENT H L
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BLOCK 3
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W. Grand Mogul Dr - Concept Improvements - Phase 1 & 2 60' 120'
Horizontal Scale: 1" = 60'
GRANDIMOGUL P2: Sta. 20+00 - 38+20 O
2559 HORIZONTAL SCALE: 1" = 5' o
+ 2559
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EXISTING GROUND AT CENTERLINE EL:: 2552 4 7±
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F OF 8-IN PVC AT 0 60%
EXISTING EX SSMH 18
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48-IN MH PER ISPWC SD-501 STA: 22+20.28, 3.6711-
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STA: 33+70.56, 6.00'L I 209- RIM: 2552.24± ■�
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SUMP: 2543.65
2547 RIM: 2554.10± °
LF OF g_IN PVC AT IE IN: 2543.75, 8-IN PVC (W) 2547
IE OUT: 2549.31, 8-IN PVC (E) IE OUT: 2543.65, 8-IN PVC (E) O
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SSMH 21 400 LF OF 8-IN PVC AT 0.40% ■
48-IN MH PER ISPWC SD-501
STA: 30+42.90, 6.001L
RIM: 2555.51± SSMH 20 mime
48-IN MH PER ISPWC SD-501 213-LF OF 8-IN PVC
IE IN: 2547.34, 8-IN PVC (W) STA: 28+33.71, 6.00'L AT 0.40%
IE IN: 2547.34, 8-IN PVC (S) RIM: 2554.57± 2544 �2544 IE OUT: 2547.24, 8-IN PVC (E) 190-LF OF 8-IN PVC qT 0.40%
IE IN: 2546.40, 8-IN PVC (W)
IE OUT: 2546.30, 8-IN PVC (E) SSMH 19
48-IN MH PER ISPWC SD-501
STA: 24+33.71, 6.001L cc
RIM: 2552.77±
EXISTING ELEVATION A CENTERLINE PROPOSED ELEVATION AT CENT RLINE IE IN: 2544.70, 8-IN PVC (W)
IE IN: 2544.70, 8-IN PVC (S) ■�
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38+20 37+80 37+20 36+60 36+00 35+40 34+80 34+20 33+60 33+00 32+40 31+80 31+20 30+60 30+00 29+40 28+80 28+20 27+60 27+00 26+40 25+80 25+20 24+60 24+00 23+40 22+80 22+20 21+60 21+00 20+40 20+00
Revisions 10
1.
SOUTH SIDE NORTH SIDE
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44'PROPOSED RIGHT-OF-WAY
18'ACHD SIDEWALK AND 18'ACHD SIDEWALK AND
PUBLIC UTILITY EASEMENT 22 22 PUBLIC UTILITY EASEMENT
2' 2' 40,BACK TO BACK 2' 2' 4
1 10, 8' 2, 12' 12' 12' 2, 8' 10' d 1
MULTI-USE PATHWAY PLANTER THRU TWO WAY LT.TURN THRU PLANTER MULTI-USE PATHWAYaL I
1.75% ±0.25% &PROFILE GRADE LINE 1.75% ±0.25%
-2.00% -2.00% —11
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III„ III III III III III III �\ST
—I —1 =1 -1 III;III—III—III—III—III—III— I —III=1 I—III—III—III—III- -1 —I —III—III—III—III—III—III—III—III—III—I —III— -1 1=
CONSTRUCT I0-FT MULTI-USE III III, III II II III III III, ,I I I I III —III I I I I I .I I I„ III III III III III III III III 10 J61
'—"�—I��—i I I=i i i=i i i=i i i=i i i CONSTRUCT 10-FT MULTI-USE
PATHWAY PER ACHD SUP SD-709 PATHWAY PER ACHD SUP SD-709
3-IN ASPHALT, SP-3, 0.50-IN COMPACTED NATIVE SUBGRADE s o
COMPACTED NATIVE SUBGRADE (1/2") MIX, PG 64-28 6-IN VERTICAL CURB &GUTTER >qTe OF \�P�
4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 PER 4-IN OF 3C4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 CA OF
DEN��
20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE
CONSTRUCT FULL-DEPTH ROADWAY BASE SECTION. 04/2q/2025
EXTEND 6"MIN. BEYOND BACK OF CURB. Project No.: 124186
W. Grand Mogul Dr. - 3 Lane Collector - Typical Section Date of Issuance: 04-29-2025
3 1 Project Milestone: PRELIMINARY PLAT
Scale: NTS
E Concept Improvements
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