PZ - Site Plans 1 2 3 4 5
Storm Runoff Calculations
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6528-68 4/12/2022 m
ARCHITECTS
The following runoff calculations are based on the Ada County OF Curve taken from the ACHD �E N G I N E E R IS
Design Manual Appendix A.Calculations have been completed for the 100-yr 24-hr storm
event.Storm water runoff has been calculated for a fully developed site.
The calculations are as follows:
\ Drainage Area: Case,Lowe&Hart,Inc. 02484 Washington Blvd.
D \ \ \� \ \ \� I Total Area= 1.22 acre or 53,347 flz D Suite% •Ogden Utah •84401
Runoff Coefficients
76%HardscapadArea 40,514 C=0.9 801.399.5821 •www.clhae.com
24%Landscaped Area 12.833 C=0.2
Weighted Runoff Coefficient C=0.73\ CONSULTANT Rainfall Intensities:
10-yr intensity for a 10-min TOC-Pipe Capacity 1.45 iNhr
Peak Runoff:
i Runoff Coefficient C= 0.73
Rainfall Intensity
Acreage A= 1 22 ACRES
Q= 1
.30 08
Reeve
Pipe Sizing:
Pipe Sie Slope Cap.(cis) R C &Associates Inc.
RCP 12 0.40% 2.27 1.30
Volume of Runoff for 100-year storm Event: 5160 SOUTH 1500 WEST
\\ \ \\ \ \ \ \\ 1 I I I I I I 2558- I \ \\ 26.do' C_ Sea Selow in/hr RIVERDALE, UTAH 84405
\ \ \ \ \ I I \ \ II EX. PER4ANENT A= 53346.760( )
DRIVE .AISLE Q(out) O.O6 els Due to percolation TEL: 801 621-3100
"} www.reeve-assoc.com
EASEMENT time time Q Vol.in Vol.out Difference
\ \ \ \ \ \ \ I \ (min) (sec) (in./hr.) 233 39 (cf) (�
10 600 2.58 2.33 1399 34 1365
I\ \ 15 900 Z18 1.97 1773 51 722
NOTE: 20 lzoo t61 1.64 1982 68 lass LAND PLANNERS CIVIL ENGINEERS
ti MATCH ADJACENT IMPROVEMENTS.
\ \ \ \ \ \ \ I I I 2s 1500 1.58 1.43 2141 85 2057 LAND SURVEYORS TRAFFIC ENGINEERS
60.56 TBC 59.60 59.04 58.53 \ 30 180o 1
51 1.36 2456 02 z35a STRUCTURAL ENGINEERS*LANDSCAPE ARCHITECTS
60.06 FL TOA TOA TOA 35 2100 1.25 1.13 2372 118 2253
40 2400 1.15 1.04 2494 135 2358
\ \ \ \ SDCB#1 \ \ 4e 2700 1.04 0.94 2W7 152 2385 PROJECT NUMBER: 6528-68
II \ \ \ \\ \ \ \ 60.56 TBC 2557.76 GRATE \ 1 9� so 300o too 0.90 2no ss 2541
60.06 FL 2554.7� INV 1 \\ 5s 3300 0.96 0.97 2862 186 2s76
3 \ \ \ - \ \ / / I 61 48 TBC-GB 61.07 TBC 60.08 TBC b�I b\ b\ 6° so 7200 0.54 0.49 3513 z06 3106 STAMP
\\ \ \ -\\. \ \ - b.98 FL-GB ° 60.57 FLU° ° 12" NYLOP 9.58 FL �, 59.92 TBC-GB mlIrn11 p6 1z0 7zoo ose oaa 3513 aos 31os
/ / I q YARD DRAIN "L a"�° 59.42 FL-GB + t;,+ ��I .26 TBB� -\ \\ \ 1 360 11600 0.25 0.23 3879 21 3zsa
2560.49 GRATE of rV 60.23 TBC \ \ 720 4 200 0.16 023 6245 2438 3807
N S9.S9 T 58.89 TBG 58.87 TBC-GB B 1 720 43200 0.18 0.14 6245 2438 3807
2557.49 INV. 60.4 BC 59.73 FL 59.09 L 58.39 FL 58.37 FL-G 58.33 TB I \ \ \ I 1440 asaao 0.10 0.09 7e0e 4876 2931
60.90 TOA L30% 59.9 2.05°[. 2.05% 57.83 FL \ \ I Gravel Sump Design:
\ \ \\ \ \ \ \ II II 60.53 TBC 60.15 TBC-G i \ \\ I Area
Depth 1'4 fl
65 1 TBC 1 60.0 FL ° 59.65 FL-GB 58.28 1 I void Ratio 0.4 �SS10 R A f eN�
\ -- P' 61.59 60.61 59.64 TBC-GB \ I Capacity 3,900 d o4 IG ti
6 6$ L 57.78 FL I E
I TS TSW gg 4 FL-GB 59. 5 TBC °58.95 TBC 58.37 TBC 58.7 TBC° ! Percolation Rate:
C \ \ \ \ 37% 75° 60.24 �BC 59.0 FL 57.87 FL \ \ C a o j0
\\ \ \\ \\ ` -F- 0:75- - rn 58.45 FL -5 .21 FL- I \ - I Drainage Area t 625 s f. .
61.60 7SW .74 FL --- -L----- -- i
-- Perc Rate 40 m i
\ - I 61.h 0 iTOA 60.75 FG 60.75 59.82 ° - \ \ I 1 6
\ \ \ Q (1iNperc rate)'(18/12in)'(tmin/60sec)'Bot Area of Drain
\ \ \ \ \ \ \ FC# V A FG TOA ? A5°° ro° h I \ 0.06 cis
60.67 TSW / ti'� O ! 1 \ \ - 1 Drainage Time 19 hre
\ \ \ \\ \ \ 12" NYLOPLAST 60.42 ----- ---- ry• o- cP
o I a 60.17 TOA 59.95
\ \ \ I I I 'YARD DRAIN 60.3 T o TOA s \ SUMMARY: 4 S-
o \\\ \\\\ \\ \\\ II I 2560.60 GRATE OATS 7 ° 60•a� 1 ____ _40 _ 1 \ 1 The too-yr storage volume Is 3,807 cubic feet N4 T H A N
2557.60 INV. ____ __ \
\ \ \ \ \ I I \ \ 61.16 o z TOA -+ 58.74 Provided sump capacity is 3,900 cubic feet
61. Tg >® 2.26. 2,267' 1 26° TOA2.26� o 7�00% \ \
T -- - -- --- --- !
61.06°TSW�T030 21GB �TOA CB �T�A GB TOAaG6��
ROPOSED BUIL �N °° 60.5s TOA
\ \ \ \ I 2561.25 F1. F \ \\\\
a 14 s1. 61.07 TSW VARIES - SEE PLAN
INI I
60.57 TOA_
12- NYLOPLAST \ 28 28g° 292° a0� \ \\ \ 20.00' INVERT, SEE PLAN PIPE MIDDUE OOF END TO
AREA
YARD DRAIN n T@ \ LINE'!'
97 iTSW 256097 GRATE ----60. 9 TBC -- �-- - -- � g \ EASEMENTEAST
\ .47 TOA 61.2 2557-Jo INV. \ 60.98 TBC 60 19 FL 59 8 TBCT 58.79 TBC 5 .39 TBC o
FFE 12" NYLOP 51� 60 4 FL 5 .69 TBC-GB 5 .08 FL 58.29 FIL 5 .'5 TBC 7 89 FL 9 \ ° 1 12"RCP FROM CB
� 7.55 FL A
59.19 FL-GB \ �Dl ���
84 FL C � \ \ 3� 58.27 FB�GB B i I �\� �� I 0 �F T D P
\ \ \ \\ \ \ \ \ I I 1.25 TS i 25 TSW 60.75 ° 2 ° 2 °/ \ I I ` I I o 0 o C R E D I T U N I O N
0.75 T 75 TOA TOC 61.25 TBC �O , 60.96 TB 60.46 TBC-GB 9.64 TBC $7.95 TBC \S) I \
59.96 FL-GB 9.14 FL 58.74 TBC 57,45 FL I \ \U WRAP WITH FABRIC
60.75 FL 58.24 FL i 7�>\
60.46 F > >9 5� 1 t \ o o LINER, ALL SIDES AND
o a 660.5 TBC \o�_, 57" TBC-GB v SDC.#2 57. \ TOP
\ \ I 60.55 FL `0 \°' 5 .67 TBC SF\43 FL-GB N 2557.26 GRA \ 2"0 WASHED ROCK
\ \ \ \ \ I s .17 FL 2ss4.3s \
6 59.08 557. TBC-GB iV I Pp I\ I o 0 0 0 0 0
� 0.17 TBC-GB � o -\
U o o e \1 w 59.67 FL-GB 57.10 FL�GB I fig%/yN°
\ IN 60.10 TBC FL / I\\ \` I MONITORING----
FL
59.60 FL o o �L I \` \ I WELL `
� 67 TBC
\\ \\ \\ \\\ \\ \\ I I I rn 4 0 64 TBIC I I 5II7.7.5 T C 57.17 FIL 64 \ \y 1 FREE DRAINING SOIL
N3.00°N ° 5 14 F 57.25 18"ASTM C33 SAND Meridian Branch
B \ \\ \\ \`\� \\ \� \ III, 59.89 �� 59. TB� I h�° 58.053 FL I I Sump NONEDetail B
O \ \ \\. \ - \ \\ I _ SDCB#4 39�62 S9 OC 59:48 \,\ 1 ON BOTTOM OF BED.
jp 2557. GRATE 4909 N.Cortona Way,Meridian Idaho
� \ \ \ \ \ 1 12�58.96 GRATE C \ \ I
\ \\ \ \ \ \\ \ III II I 2555.96 INV 59.93 TBC Q 25 .10 INV I \\ \y
9,1461 TBC-GB 59.62 TBC 59.43 FL 10 5 9 FL
\ \`\ \ \ \ I 58196,FL-GB 1 59.12 FL ^ "
\ \\ \\ \ \ \\ \\ M % 170 L.F. gp�12 �M R/ \ \ MARK DATE DESCRIPTION
\\\\ \\ \\\ \\ \\ \ GN i I i 559.27TFL 59.85 TBC 3.88,' -S?�58.�NV c wFtC Legend
b _]EXIISTHNO ASPHALT PAVEMENT
SUMP AREA 58.19 TBC
18.00' I I SDCM 81.25'x20'x4' DEEP 57.69 FIL \\ \ \
\ \ i A I 1 I 2559.71 RIM TOP = 2555.58 EL. \ \ 1
\ \ \ \ \ \ EASEMENT 2554.65 INV.
_ _]Ply®Il"QDS]EII�AS1PII3[A1L'Il']PA�/]EFA[1E1`�T
BOTTOM 0 WASHED SROC K W/ I EL. `\\\\\1 I
\ \\\\\\\ \ \\ \\ N ` 25.00' FABRIC LINER ALL SIDES
LANDSCAPE BUFFER, I\` \` I
_ 1PL�®]P®E]EII�C®I�C1(�]ET'lE
\\ \ \ \ \ / IR SSURE IRRIGATION & I \\ \\ III
\\ \\ \ \ \ \\ \ I I AL I�D SIDEWALK EASEMENT \
OUTFLOW CURB
I \\\� III I ISSUE DATE: 21 FEB 2022
PROJECT NO: -
IX I
\` CAD DWG FILE:
Note: DRAWN BY:
CIWD BY:
I I \ \ III I Contractor to verify ALL Existing
Utility Locations, BID&PERMIT SET
Terminations and
Invert Elevations.
FEBRUARY 21,2022
o t i c e: SHEET TITLE
\ \\ III THESE PLANS WERE CREATED UTILIZING A
COLORS FOR UTILITIES & OTHER
INFRASTRUCTURE. IF PRINTED IN, OR
20 0 20 40 60 COPIED TO BLACK & WHITE, SOME LINE a QQ__
WORK MAY NOT SHOW UP PROPERLY. Grading &
Scale: 1" = 20' Drainage Plan
Elevation Datum:
I Site Benchmark: ��
Found Rebar & Cap Marked MSF 13550 0 KnoWallbe�OW. SHEET NO:
IF SHEET IS LESS THAN 24"x 36" at SouthWest Corner of Project Parcel. call before
Elevation = 2558.922' C 10
IT IS A REDUCED PRINT. 4
REDUCE SCALE ACCORDINGLY I 12 3 14 5
O COPYRIGHT-CASE,LOWE&HART, INC.ALL
Rl /ED
1 2 3 4
ARCHITECTS
E N G I N E E R S
IfL
Case,Lowe&Hart,Inc. 02484 Washington Blvd.
D \\ \\ \ \\ I D Suite% *Ogden Utah •84401
\ \
801.399.5821 •www.clhae.com
I \\ \\ I CONSULTANT
II \ \\ \\ \�\ \\ \\ 113 I \\ III i ♦ Reeve
siev
\ \ \\ \
5160 SOUTH 1500 WEST
\\\ \ \ \ \ I I I \ \ 26.do' RIVERDALE, UTAH 84405
\ \ \ \ I \\ \ III EX.
DRIVE 4A ENT TEL: (801) 621-3100
EASEMENT www.reeve-assoc.com
LAND PLANNERS*CIVIL ENGINEERS
\ \\ LAND SURVEYORS*TRA ENGINEERS
\\ \ \ \ \ \ \ II STRUCTURAL ENGINEERS LANDSCAPE
CAPE ARCHITECTS
\ \ \ SDCB#1 T I PROJECT NUMBER: 6528-68
\ \\ \ \ \ \\ 2557.76 GRATE \ \
2554.76 INV \\\\ STAMP
T— CONNECT TO 12" NYLOPLAST \ \ I
\ / / . WATER YARD DRAIN I \ I LP WM METER 2560.49 GRATE \
\ \ \\ \ 2557.49 INV.
EXIST I \ \
EXIST ECT TER \\\\\\
SE
INS TV LL -OUT \ 510 N A L PN
I \ \\ I oa`�5�,�
II vv vvv� vvv v vv a
12 NYLOPLAST
\ \ \ \ \ \ 'FA YARD 2560.60 DRAIN GRATE T
\
II \ \ \ \ \ \ II I I co
3 2557.60 INV. ————— — _°0
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\ \\
DPP fy� COORDINATE WITH �� \ ` ----- -----t— — -� \\ \\
ARCH
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PLANS FOR UTILITY II I \\
X \ 1 \ \ II N I CONNECTIONS.
LUMBING
\\ \ \ \ \\ \\ I 12 NYLOPLAST D \ \\ 20.00'YARD DRAIN \ \ LIN EAST
2560.97 GRATE \ -----
\\ \ \ \\ \ \ I I I 2557.38 INV. 12" NYLOP S —————T————— - ——— \\ \\. EASEMENT
o vvv v vvv vvv v vv II � I I � � ARD
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\ \ \ \ C R E D I T U N I O N
• • c�i I \
\ \ \ \ SDCB#2 I \
\\ \\ \\ \\ V I \ \ \
0, No 2554.35 INV \ \\
II vv vv v v v vv II i • •� 1vv�vvv New
II vvv�v� vvv. vv vvv III � i� A �, I I I I I I I vv��v I I
B II`w` v�v��v�� v II , Ao�� �v�� B Meridian Branch
o A \ \ \ \\ I SDCB#4 s SD#s I \ \\ V I
2558.96 GRATE 2557.10 GRATE I \ I 4909 N.Cortona Way,Meridian,Idaho
\\ \ \ 2555.96 INV 1� Q 2554.10 INV I\\ \\
\ \ \\ \ x sQh234TpR�aG \\ \ MARK DATE DESCRIPTION
\ \ \\ \ \ \\ \ IGN I I I 53.88,' s?SB.ENV WFtI \ \\ EX W EX.W —�
� FH
I SDC MP AREA
18.00' 2559.71 RIM 8020 z4' DEEP \\
I
\ \ WATERLIN� I I 2554.65 INV. TOP = 2555.58 EL. \ \
\ EASEMENT I BOTTOM = 2551.58 EL. I \ \ III I
WM \ \ \ \ \ \ 2"0 WASHED ROCK W/ I \
\ \ \ \ \ \ \ 25.00' FABRIC LINER ALL SIDES I \\ \ III
\\\\\\\\ \ \\ \ \ I EX. LANDSCAPE BUFFER,
PRESSURE IRRIGATION
\\ \\ \\ \\ \ \ I I ACHD SIDEWALK EASEMENT
\\ \\ \\ \ \ P I\ \\\ III I ISSUE DATE: 21 FEB 2022
i i I \ \\ III I PROJECT NO: -
\\\\\\ \\\\\ \\\ II �� Note: CAD DWG FILE:
I \\ \\ III DRAWN BY:
Contractor to verify ALL Existing cHKDBY:
Utility Locations, Terminations and
\ \ \ \ \ \ \ \ III I Invert Elevations. BID&PERMIT SET
II�v��v��v vv �vv� II I I ivv vvv
FEBRUARY 21,2022
I I & I I \\\\ Notice: SHEET TITLE
THESE PLANS WERE CREATED UTILIZING A
COLORS FOR UTILITIES & OTHER
INFRASTRUCTURE. IF PRINTED IN, OR
20 0 20 40 60 COPIED TO BLACK & WHITE, SOME LINE 1 1
T 11 +y
WORK MAY NOT SHOW UP PROPERLY. utility
L
Scale: 1" = 20' Plan
Elevation Datum:
I Site Benchmark: �
Know
Found Rebar & Cap Marked MSF 13550 0 �IOW. SHEET NO:
IF SHEET IS LESS THAN 24"x 36" at SouthWest Corner of Project Parcel.
Call beforeyoudig.
IT IS A REDUCED PRINT.
Elevation = 2558.922' OS
REDUCE SCALE ACCORDINGLY 1 2 3 4 s
O COPYRIGHT-CASE,LOWE&HART, INC.ALL
Rl /ED
1 2 3 4 1 5
27 26 MUTCD MUTCD
I I
RESERVED RESERVED NOTES:
PARKING PARKING �) WHERE PARKING SPACES THAT ARE RESERVED
TOR PERSONS WITH ACCOMMODATE WHEELCHAIR SVANS, A ARE DESIGNATED
TED A R C H I T E C T S
ACCESSIBLE"a ) PLAQUE SHALL BE E N G I N E E R S MOUNTED BELOWOW THE ISIGN.
2) SIGNS SHALL BE MOUNTED A MINIMUM OF 60"
FROM BOTTOM OF SIGN TO TOP OF SIDEWALK.
3) SIGNS TO MEET ALL STATE AND LOCAL Case,Lowe&Hart,Inc. 02484 Washington Blvd.
\\ \\ V\ V A V\ ii' REGULATIONS. D Suite 510 00gden,Utah •84401
801.399.5821 •www.clhae.com
CONSULTANT
II vv vv vv vv v vv vv II �I I� � vv vvv�II I accessiB�e
II v vv vv vvv vv vv vv v II �' v v,III MUTCD
\\ \\ \ \ \ \\ V \\ \\ R7-8P
II vvv vvvvvv vv v�vv II I vv Reeve
v IADA Associates, Inc.I Parkinggg
5160 SOUTH 1500 WEST
26.do' RIVERDALE, UTAH 84405
EX. PERMANENT TEL: (801) 621-3100
\ \ \ V A \ \ \ DRIVE ISLE
EASE ENT www.reeve-assoc.com
OWNER:
EAST IDAHO CREDIT UNION LAND PLANNERS• CIVIL ENGINEERS
OUTFLOW CURB & GUTTER
\ \ \ \ \ \ \ SEE SHEET C106. LAND SURVEYORS TRAFFlC ENGINEERS
\ \\ JEFF VOGT,EXECUTIVE VICE PRESIDENT,CFO STRUCTURAL ENGINEERS•LANDSCAPE ARCHITECTS
N89'56'00"E 297.75' 865 S.WOODRUFF AVE.
\ an 123.60 IDAHO FALLS,ID 83401 PROJECT NUMBER: 6528-68
RgoO \ \\ \ 208.535.3893
\ \ \\ \\ \ \ \\ 115.20' L \\\\\ APPLICANT: STAMP
0 \ \ V A T——— ON-SITE PAVING SEE u
\ \ \ \ \ \ oo CURB & GUTTER DETAIL, SHEET C106. R R \ \ STEVE PETERSON
\\ \\ \ \\ \\ \\ \ LP SIDEWALK/CURB o SEE SHEET C106. O Op \\\\ 2484 WASHINGTON BLVD.-STE.510
SEE SHEET C106. ry p•
\ \ O OUTFLOW CURB & GUTTER �j 0� R �
�� \\ \\ \ \\ \ \\ \ �� OO• SEE SHEET C106. Q R�OO• �� 3O0 \\ \ OGDEN,UT 84414
\\ 801.399.5821
\ \ 6�SONAL PN�
do Pg \ PARKING CALC: F CENgEO ��
rn ��� --- oo• �� \\ \\ 3,400 SF/500=6.8 SPACES MIN. C
10
C ^
\\\\\\\\\ \\\ 38STALLSPROVIDED 14386
\ \\\\\\ \ \ \ o ADA RAMP W/ V ��
TRUNCATED DOMES \\ \
\\ BICYCLE STALLS:
T SEE SHEET C106. ————— \ \ 1 REO'D V 9ti 6 OF
\ \ \ \ \ CURB & GUTTE \ \
o C) --� ---- SEE SHEET C1 6.-- � \\ \\ � � 1 PROVIDED rogrHnN �
o a® o� \ \\ V BUILDING SIZE:
3,400 SF
00
\\ \ \\ \\\\\ 6.0' n n \ \ LOT SIZE:
\ \ PROPOSED BUILDING
IPP 3,375
SF 2.00' 20.60' 25.00' --20.00—t 20.00-- 25.00' 0.00' 8.70' \\ \\ 53,360SF
\ \ \ \ \
II X vv v vvv vim: vvvv vv II w l o l 0 6.0' --- - _ vvv v\II 0
V A \ � M SIDEWALK/CURB ———— ———— \ 20.00'
SEE SHEET C106. \\\\\ X. WA RLINE I\ V A \ 20.00' 12.50E -----T EASEMENT
EAST
vv vvv vvv vvvvvv vvv zR32p. v vvv II IDAHO
\ \ 30. A 5.5' � 24.30' 32.80 O A
CURB & GUTTER �'�• �o \\ V C R EDIT U N I O N
OUTFLOW CURB &\\ GUTTER o\\\\ \\ \\ \\\ SEE SHEET C106. SEE SHEET C106.
\ \ V A o S o
ON-SITE PAVING SEE o \ \\
N DEraL SHEET c1o6.1 N \ \\ \
�`�oo. 15ss Nw
/��+
\ \\ \ \ \ \\ \ \ 32.10' 30.80' 0 \ \\\V V Legend
I I oEuErw cuB & �uTTE
s Er ios
Meridian BranchN
B 63.00' EXISTINGASPHALTPAVEMENT B
\ 4909 N.Cortona Way Meridian,Idaho
-`CURB
CU SHEET GUTTER
N $ R \\\ ]PRO POS]EIID ASPHALT PAVEMENT
\ V 0 79.20' °i ^' DUMPSTER ENCLOSURE \\ \\
\ \ \ \
o (SEE ARCH PLANS) o MARK DATE DESCRIPTION
CONCRETE
IGN °� = PROPOSEDPROPOSCONCRETEvvv vvv vv vv vv vvv vv II R S89•56 oo w 299.07 \ V I
SEFLOW DGP01MT OF EGRAIINPLAN)
X. WA.TERLIN
BF INNING \ V
\\ \\ \\\\ \ \\ \\ EASEMENT
I \ I
vvvvvvvvvvvvII 25.D0' Ivvv III
3 \ \ \ \ \ EX. LANDSCAPE BUFFER. A \
APRESU
CHDS SI EWALKIGEA�TI EASEMENT
LP \\\\\\ NOTES: ISSUE DATE: 21 FEB 2022
\ \ \ \ \ \ \ CT \ \ 1. SEE ELECTRICAL PLANS FOR ALL LIGHT POLES &
LIGHT POLE LOCATIONS. ALL LIGHT POLE BASES PROJECT NO: -
\ \ \ V A \ x SHALL BE STRAIGHT AND PLASTERED SMOOTH. TOP
\ \ \ \ \ \ \ O o A V OF LIGHT BASE SHALL BE 2'-6" ABOVE TOP OF CAD DWG FILE:
I z \ CURB/SIDEWALK. BASES PROVIDED BY G.C., TYP.
\\ \\ \ \\ \\ N \ \\ 2. ALL UTILITY DIGGING OR OTHER EXCAVATION SHALL DRAWN BY:
\\ \ \ \ TAKE IN CONSIDERATION EXISTING SIDEWALKS,
CURB & GUTTERS, AND OTHER STRUCTURES THAT CHK'D BY:
\ \ \ \\ \ \ W \ \ \ PART OF THEG.C.REMOVED AND/OR REPLACED AS
v v vv v v v vv v I I vv v BID&PERMIT SET
\ \ III 3. ALL PARKING STALLS TO BE PAINTED WITH 4"
\ \ \ \\ \ \ \ \ YELLOW PAINT STRIPING.
o v v
I\ \\ \
\ \ FEBRUARY 21,2022
\\\\ Notices WERE CREATED UTILIZING A SHEET TITLE S89'38'44"E FOROFRASTRUCTUREILITIIFSPRINTEDE N N, OR
30.00 20 0 20 40 60 COPIED TO BLACK & WHITE, SOME LINE a
N WORK MAY NOT SHOW UP PROPERLY. Proposed
N Scale: 1" = 20'
Site Plan
Elevation Datum: n
I Site Benchmark: 0 Know what's WOW.
Found Rebar & Cap Marked MSF 13550 0 LJ SHEET NO:
2 26 at SouthWest Corner of Project Parcel. ® Call before you dig.
IF SHEET IS LESS THAN 24"X 36" 3 4 35 6 Elevation = 2558.922' 1 03
IT IS A REDUCED PRINT.
S88'58'52"E 2602.88' 35 C 1
REDUCE SCALE ACCORDINGLY 1 2 3 4 5
O COPYRIGHT-CASE, LOWE&HART, INC.ALL
R /ED