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DATE 07/23/25 BLOCK 2 I I I T I
FILE NUMBER:" 02e-owe I
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PROPOSED ACHD DRAINAGE FC-FC
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W. Grand Mogul Dr - Concept Improvements - Phase 1 & 2 1
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GRANDIMOGUL P2: Sta. 20+00 - 38+20 0
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STA:33+70.56, 6.00'L I 209- RIM: 2552.24±SUMP: 2543.65
LF OF 8-IN PVC AT 0.40% IE IN: 2543.75, 8-IN PVC (W) 2547
2547 RIM: 2554.10± °
IE OUT:2549.31,8-IN PVC (E) IE OUT: 2543.65, 8-IN PVC (E)
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IE IN: 2547.34, 8 IN PVC (W) STA: 28+33.71, 6.00'L AT0.40%
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 AT 0.40%
IE IN: 2546.40, 8-IN PVC (W) SSMH 19 �
IE OUT: 2546.30, 8-IN PVC (E)
48-IN MH PER ISPWC SD-501
STA: 24+33.71, 1cc
RIM: 2552.77±
EXISTING ELEVATION AT CENTERLINE PROPOSED ELEVATION AT CENTERLINE IE IN: 2544.70, 8-IN PVC (W)
IE IN: 2544.70, 8-IN PVC (S)
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Revisions
1.
i SOUTH SIDE NORTH SIDE
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44'PROPOSED RIGHT-OF-WAY I
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
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10' 8' 12' 12' 12' 8' 10'
1 MULTI-USE PATHWAY PLANTER 2 THRU TWO WAY LT.TURN THRU 2 PLANTER MULTI-USE PATHWAY 1 I
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1 75% ±0 25% q &PROFILE GR DE LINE 1.75% ±0.25%
- -2.00% -2.00%
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CONSTRUCT 10-FT MULTI-USE I I I I I I I I I I I I I I I I I I I CONSTRUCT 10-FT MULTI-USE
10961
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 TgTe OF \pP�
4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-701 �,QS,
20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1 �NDEN
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: 04-292025
3 Project Milestone: PRELIMINARY PLAT
Scale: NTS
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