PZ - Site Plan Updated
Charlene Way
From:Sonya Allen
Sent:Monday, November 1, 2021 10:51 AM
To:Adrienne Weatherly; Charlene Way; Chris Johnson
Subject:FW: Meridian Swim School - CUP H-2021-0069 Updated Plans
Attachments:09 - Site Plan.pdf; 10e - Details.pdf
From: Mandie Brozo <mandie.brozo@cshqa.com>
Sent: Monday, November 1, 2021 10:13 AM
To: Sonya Allen <sallen@meridiancity.org>
Subject: RE: Meridian Swim School - CUP H-2021-0069 Staff Recommendation to Commission for Nov. 4th
External Sender - Please use caution with links or attachments.
Sonya,
I have addressed the comments from the staff report:
Added a pedestrian connection from the sidewalk ROW to the front entry with scored concrete crosswalk.
Added trash enclosure and bike details.
Revised the note on the site plan to include rot iron privacy fence.
We are addressing the Landscape comments this week, do you want the revised plans for Thursday’s meeting?
Thanks,
Mandie Brozo | CSHQA
Architecture – Project Manager
D 208.429.4064
1
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ADVENTURES IN AQUATICS ADVENTURE IN AQUATICS MERIDIAN SWIM SCHOOL 10 SEPTEM BER, 2021
CONTACT INFORMATION
OWNER: BROCK WARD ARCHITECT: JAMES MARSH
ADVENTURES IN AQUATICS LLC CSHQA
2730 EAST STATE AVENUE 200 BROAD ST.
MERIDIAN, ID 83642 BOISE, ID 83702
P: (xxx) xxx-xxxx P: (208)429-4049
SITE PLAN INFORMATION
PROJECT ADDRESS:
2730 E. STATE AVE.
MERIDIAN, IDAHO 83642
PARCEL: R3073780100
ZONE CODE: I-L
TOTAL ACRES: 1.1 = 47,903 SQ.FT.
PROPERTY DESCRIPTION: LOT 1 BLK 2 GEMSTONE CENTER #2
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s° SD TOWNSHIP/RANGE/SECTION: 3N1E08
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- - - - - - - - - - - - - - I I 3
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DIMENSIONAL STANDARDS IN THE LIGHT INDUSTRIAL DISTRICTS
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• • I a FROM TABLE 11-213-3 OF THE MERIDIAN CITY CODE
N 3 FRONT SETBACK (IN FEET) 0
0 I a REAR SETBACK (IN FEET) 0
• • INTERIOR SIDE SETBACK (IN FEET) 0
STREET SETBACK (IN FEET) 35'
STREET LANDSCAPE BUFFER (IN FEET)
LOCAL (N. ROSARIO ST.) 10'
N • . 3 LOCAL (E. STATE AVE) 10'
N COLLECTOR 20'
I ARTERIAL 25'
-WWW W� 19 .W.'.'. .WW'.'W".� '.".'.W WWW W WWWWWWWWWWWWW°WWW WWWWWWW W WWW
W - W - - LANDSCAPE BUFFER TO RESIDENTIAL 25'
WWWWWWWWWWWWWWWWW _ W _ WWW WWWWWWW W N
W I 21 W . . W W W . . W W W W W W W W W WWW W W W W W W� 3 LANDSCAPE BUFFER TO NONINDUSTRIAL USES 0
WWWWWWWWWWWWWWWWW WW WW WWWWWWWWWWWW'�W. .
a MAXIMUM BUILDING HEIGHT (IN FEET) 50'
WWCWWW,WW.WWWW.WWW.WWWWW.WWW.WWW.WWWWW.WWW 17 21 1 WWWWWWWWWWWW 3
.WLW..WWWWWWW.W.WWW.WWW.WWW.W.WWW.WWWWWWW. W W .. . W . . . . . . W .W1- . W� t N I
W�W WW WWWWWWWWW.WWWWWWWWWWWWW.WWWWWWWWWWWW WWWWWWWWWWW WWWWWWWWWWW WW W. 3 SITE AREA CALCULATIONS:
2 U •
C W W W W W W W W W W W W W W W W W W W W W W l a BUILDING AREA: 8,788 SQ. FT.
W W W 31 9W W W W W WWWWWWWWWWWWWWWWWWWW LANDSCAPE AREA: 14,741 SQ. FT.
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W WIWW WW WW WW WW WW WW WW W W W CD I a PERCENTAGE OF SITE DEVOTED TO BUILDING: 18.3%
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i i i WSW W W W 15 9 I �y
• PERCENTAGE OF SITE DEVOTED TO PAVING: 50.8%
i i i W .WWWWWWWWWWWWWWW
WWWW W W W W W W W W . WWW
WSW W W W o o W W W PARKING REQUIREMENTS -SECTION 11-3C-6-B.1:
W2W 3 ONE PARKING SPACE REQUIRED FOR EVERY 500 SQ. FT. OF GROSS FLOOR AREA
W h W W W W W W . WWWWW W W W W W W W W En N 8,788 SF/ 500 = 18 = 18 PARKING STALLS REQUIRED
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12 3 W 48 PARKING STALLS PROVIDED
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9.0 9.0 9.0 ADJACENT RECORD BOUNDARY
9.0 O ® C)h RIGHT OF WAY
LL11 - L 1LJ �t6 WW W ..6 10 9 18 W.WWW.WWIW.W.
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ss ss ss SANITARY SEWER
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WWWWWWW WWWWW.'WWWW.WWWWWWWWWWWWW.WWW.WWWWWWWW 7,77
o 19 WWWW.W.W. W .W.WWW.WWW.WWWWWWWWW.WWW.WWW.WWWWW.WWWW'WWW'WWWW.WWWW.WWW.WWW.WWWWW.WWW.WWW.WWW. WWWWW. W a 3 WWWWWWWWWWWWWWWWWWWWW.WWWW LANDSCAPE AREA
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O ® SHEET NOTES.
w w w w w w w w w w w w w w w w w w w w w w w w 2 w P w w w
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S SS SS SS SS SS SS SS cSS SS SS SS
1. PROJECT BOUNDARY 12. NEW CONCRETE SIDEWALK.
Q a 2. EXISTING CURB AND GUTTER. 13. NEW TRASH ENCLOSURE.
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3. EXISTING CONCRETE SIDEWALK. 14. NEW BIKE PARKING.
U a 4. EXISTING SITE LIGHTING. 15. NEW PATIO SEATING
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P t 5. EXISTING ABOVE GROUND ELECTRICAL EQUIPMENT. 16. STORM WATER UNDERGROUND RETENTION.
P •P P P P P P P P P P P P P P P P P P P •', • • •
r •I •. I I J/ 6. NEW LANDSCAPE PLANTER. 17. PROPOSED ELECTRICAL AND GAS METER LOCATION.
• 7. NEW CURB AND GUTTER. 18. PROPOSED TENANT SIGNAGE.
8. NEW PEDESTRIAN ADA RAMP. 19. EXISTING UTILITY EASEMENT.
9. NEW PARKING LOT STRIPING. 20. EXISTING FIRE HYDRANT.
10. NEW ADA PARKING STALLS. 21. NEW ROT IRON PRIVACY FENCE AND GATE.
11. NEW BUILDING FOOTPRINT. 22. SCORED CONCRETE CROSSWALK.
Scale : 1" =20'-011 " CONCEPT SITE PLAN 40
21161 .000 SCHEMATIC DESIGN pg. 1
•
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ADVENTURES IN AQUATICS ADVENTURE IN AQUATICS MERIDIAN SWIM SCHOOL 10 SEPTEM BER, 2021
[X-kl MATERIAL LEGEND
A. WOOD 1. NOT USED
B. METAL
C. CORRUGATED METAL 2. NOT USED
D. CONCRETE
E. STONE 3. ELDORADO STONE -
SILVER LINING
F. STUCCO
4. ANODIZED ALUMINUM,
COLOR: BLACK
5. NATURAL COLOR
2" CONCRETE SOAP BLOCK, __ B 4 C 6 D 8 6. BERRIDGE 'M' DECK
SLOPE TO DRAIN 6-0 CONCRETE SOAP BLOCK
T.O. CMU SLOP TO DRAIN 7. SW BUNGALOW BEIGE
(2)#5 CONT. BOND BEAM AT STONE VENEER
TOP ' OVER METAL T.O. CMU 8. DARK GRAY
LATH AND GROUT 106' -0"
GROUT TOP COURSE SOLID I BED, RE: SD51
(2)#5 CONT. BOND BEAM AT
2'-0"O.C. E 3
B-4
#6 VERT. BAR @ 16"O.C.
1/2" FIBER EXPANSION JOINT
2„ 12"
6" CONCRETE SLAB WITH [ POST, PAINT BLACK
13 X 13 D5 X D5 W.W.F.
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T.O. PAVEMEE TNT
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#5 DOWEL AT 24" O.C. EXTEND 2 N T.O. FINISHED FLOG
"
36 BAR DIAMETERS OVER TOP 100,
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OF FOOTING, ALTERNATE CLR.
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TRASH ENCLOSURE - WALL SECTION ENCLOSURE FRONT - ELEVATION
1/2" = 1'-011 21/2" = 1'-0"
D8
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CONCRETE SOAP BLOCK
� CONCRETE SOAP BLOCK N
can SLOP TO DRAIN p SLOP TO DRAIN
- _ T.O. CMU T.O. CMU HYDRAULIC STEEL ENDING WITH A BRANDIR AAA RIBBON RACK MODEL "RB
MANDRIL, USED TO INSURE SMOOTH 07' ASTM A53 SCHEDULE 40 HOT DIPPED
y _ -- 4 -- CURVES ON THE RACK PIPE 375 ODxO 154
POST, PAINT BLACK, TYP. _ L _ ' WALL) ORSIMILAR (2.
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ENCLOSURE SIDE - ELEVATION ENCLOSURE REAR - ELEVATION BIKE RACK DETAIL
1/2" = 1'-011 41/2" = 1'-011 5NTS
Scale : 1" = 20'-0" TRASH ENCLOSURE
21059 DESIGN REVIEW
p$. SD55