HomeMy WebLinkAboutPublic Utility Plan 1i1, IIII BLOCK 2
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IIII IIII FUTURE PUBLIC ACHD ROADWAY TO BE I W. Grand Mogul Dr. (Existing) �JJ I
CONSTRUCTED AND DEDICATED WITH -
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DEVELOPMENT OF LOT 3, BLOCK 2
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TEMPORARY ROADWAY STUB WATER MAIN FOR FUTURE I '�AIN FOR FUTURE
TURNAROUND AND IEDl i CONTINUATOSTUN WITH SATER TE DEVEELOMENT \\
CONTINUATION WITH SITE DEVELOPMENT I
F ACHD EASEMENT — — — — — — — — —r - - r ,r
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STUB WATER MAIN FOR IIII fill — _— 2552 — "PIRR_ ___ _ ___ "PIRR _ _ —— R _ _ "PIRR ___ — ——— — "PIRR_ _ _—— "
FUTURE CONTINUATION 1 l I I d li I — a — —— PIRR__ _ _ _ _ 6 IRR_ _ I I a d
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FIRE DEPARTMENT AND fi i — — —
PUBLIC TURNAROUND \ Ill i ll���N — a 2553
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-— IRR 6 P 6 PIRIf� 6 SSMH 20 6 PIRR — — —
PIRR —— SiPIR
PER IFC APPENDIX D l I � ��I � up}{}R- �-P+f�R — �P1RRr— — —— SSMH 19
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J STAGRANDM 98�±L, OFF: 0.00L PROPOSED ACHD DRAINAGE — tEXISTING� EASEMENTS AT DRAINAGE SYSTEMS �+- — = � MATCH EXISTING —
I STUB WATER MAIN FOR FUTURE I — — — _ = I STUB WATER MAIN FOR FUTURE
Ili CONTINUATION WITH SITE DEVELOPMENT 2�� — (TYP, NOT ALL LOCATIONS DETERMINED) PROPOSED CITY OF MERIDIAN EASEMENTS AT UTILITY I — _ _ 2553
h CONTINUATION WITH SITE DEVELOPMENT \ \ �
STUBS (TYP, NOT ALL LOCATIONS DETERMINED)
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W. Grand Mogul Dr - Concept Improvements 0 60' 120'
Horizontal Scale: 1" = 60'
GRAND OGUL P2: Sta. 20+00 - 38+20 0
2559 RIZ NTAL ALE: 1" = 60' + 2559
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VERTIC L SCALE: 1' = 2' LO
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w PROPOSED GRADE AT CENTERLINE 00
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STA: 21+98±
II EXISTING GROUN�AT CENTERLINE
1 EL: 2552.47±
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328-LF OF 8-IN PVC AT 0.60%
EXISTING EX SSMH 18
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SSMH 22 ° 48-IN MH PER ISPWC SD-501
48-IN MH PER ISPWC SD-501 STA: 22+20.28, 3.67'L
STA:33+70.56, 6.00'L I 209- RIM:2552.24± ■�
SUMP: 2543.65
LF OF g-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) � O
SSMH 21 400 LF OF 8-IN PVC AT 0.40% ■�
48-IN MH PER ISPWC SD-501
STA: 30+42.90, 6.00'L
RIM: 2555.51± SSMH 20 �/�
48-IN MH PER ISPWC SD-501 213-LF OF 8-IN PVC C/ CJ
IE IN: 2547.34, 8-IN PVC (W) STA: 28+33.71, 6.00'L AT
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, 6.00'L cc
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) ■
2541
IE OUT: 2544.60, 8-IN PVC (E) 2541 z
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Revisions
1.
i SOUTH SIDE NORTH SIDE i
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I 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'
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10, 8' 12' 12' 12' 8' 10,
MULTI-USE PATHWAY PLANTER 2 THRU TWO WAY LT.TURN THRU 2 PLANTER MULTI-USE PATHWAY 1 i 3.1 �'IpNAL p
cL 1.75% --0.25% &PROFILE GR DE LINE 1.75% +0 25%
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-2.00% -2.00%
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—III- —III IIII IIII IIII IIII I; -1 =I �_� I=III-1 I-III-1 -1
l I I III Ili 9Te OF \oP�
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CONSTRUCT 10-FT MULTI-USE it it CONSTRUCT 10-FT MULTI-USE
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PATHWAY PER ACHD SUP SD-709 PATHWAY PER ACHD SUP SD-709 a2/18/2025
3-IN ASPHALT, SP 3, 0.50 IN COMPACTED NATIVE SUBGRADE
COMPACTED NATIVE SUBGRADE (112") MIX, PG 64-28 6-IN VERTICAL CURB &GUTTER Project No.: 124186
4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 PER ACHD SUPP SD-701 Date of Issuance: 0217 2025
3 20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1
CONSTRUCT FULL-DEPTH ROADWAY BASE SECTION. Project Milestone: PRELIMINARY PLAT
EXTEND 6" MIN. BEYOND BACK OF CURB.
g W. Grand Mogul Dr. - 3 Lane Collector - Typical Section Concept Improvements
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Scale: NTS
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