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C h i n d e n B I v d
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58.53 SW
58.30 BW 56
58.95 TW
55.90 BW 55.46 FL
58.95 TW
S5.41 FL
55.06 FIL
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55.96 FL
56.05 FL
STM-1
54.92 TG 55.49 FL °
C5558
FL
55.64 fL
SINGLE CURB INLET (24X 35.5")
ssst FL
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56.16 FL
RIM= 2554.92
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55.67 FL
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55.27FL r'
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55.87 FL
56.14 FL
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56.08 FL
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55.48 FL
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® 56.21 FL
55.44 FL 55.20 fL
STM-3
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56.29 OR
56.2 1 BR
4" CLEANOUT
156.27
FL
- 56.71 TR
CONNECT TO ROOF DRAIN
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2.00%
56.79 TR
1.50% 56.91 SW
2.26%
RIM= 25a5.89
I 4" HDPE-5.54 _ LF 0 7.78%
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ce
STM-4
0
4" CLEANOUT
_ 1,367
2.09%
CONNECT TO ROOF DRAIN
RIM_= 2556.95
10.
a
5e 54.68 TG
4" HDPE-18.04 LF 0 7.78%
STM-6
STM-2
5ss7 sw
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SINGLE CURB INLET (24" X 35.5")
RIM= 2552.00
56.55 FL 56.15 FL
RIM= 2554.68
s6s7 sw
56.06 FL
LOST RAPIDS
I
57.00 TW
56.50 GB
PROPOSED
56.46 GB
56.00 FL
DEVELOPMENT II LLC
57.00 BW
rn - 0.50%
o
STRUCTURE
56.34 GB
3.00%
561.E FL 56.02 FL �_
PARCEL 5330760600
56.38 GB
56.50 GB
3,103 SF
�PE-40.78
FF=2557.00
a. 1.67%
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55.94 FG
55.13 FL 54.89 FL
10" H LF
0 , 96%
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55.25 FL
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1.71% H
55.27 FL
4" HIPE-17.34 LF 0 14.34%
STM-1 h
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55.15 FL 54.75 FL
o sssa FG
NULL STRUCTURE
STM-11
RIM= 2551.20
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1.42%
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55.94 FG
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CONNECT TO ROOF DRAIN
56.33 FL
RIM= 2556.93
2. 50z
1.33%
10
2.11�
STM
10" HDPE-61.65 LF 0 1,96%
SINGLELE CURB INLET (24" X 35.5")
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-
RIM= 2555.88
5 .26 fL
56.78 SW 0.00% 56.83 SW 1,50%
- 56.83 SW
0 56.83 SW
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- 56.70 SW
I
56.74 SW
56.24 FL
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56.24 FL ® O ® I
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56.18 FL
56.00 FL 56 56.03 FL
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56
55.93
FSTM-14 55.99 FIL
O MH-ECCENTRIC (4' 0)
55.98 FL
56.02 FL
55.61 FL
I
.RIM= 2555.77"
1.os%
10" HDPE-48.59 LF 0 5.54%
STM-10
MH-ECCENTRIC (4' 0)
11
ml
RIM= 2555,31
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55.47FL
- -�O'• 55.40 FL
55.49FL
55.42 FL
55.74 fL 55.83 FL
56.23 FG
1
55.24 FL
STM-13 ti
10" HDPE-25.23 LF 0 15.65%
55.12 FL
MH-ECCENTRIC (4' 0)
STM 5
RIM= 2555.55
55.87 SW
5 .Bs sw
,
55.97 FL
SINGLE CURB INLET (24" X 35.5")
®vy+ 55.16 FL
55.96 FL
RIM= 2554.82
\ 54.82 TG 55.16 FL
9/0 55.18 TG
55.53 FL
_ - -
/
55.96 SW
- - - -
STM-9
/ /
5s.02 SW
SINGLE CURB INLET (24" X 35.5")
STM-8
RIM= 2555.89
SINGLE CURB INLET (24' X 35.5")
ti55
RIM= 2555.18
10" HDPE-20.30 LF 0 9.10% U
COSTCO WHOLESALE CORP
PARCEL- 5330760300
GRADING LEGEND
--------5460--------
EXISTING MAJOR CONTOUR
52
EXISTING MINOR CONTOUR
5465
PROPOSED MAJOR CONTOUR
66
PROPOSED MINOR CONTOUR
PROPOSED GRADE BREAK
15.00
PROPOSED SPOT ELEVATION
15.00 FF
FINISHED FLOOR
15.00 FL
FLOWLIINE
15.00 GB
GRADE BREAK
15.00 ME
MATCH EXISTING
®
15.00 SW
SIDEWALK
N15.00
15.00 fG
FINISHED GRADE
TR
TOP Of RAMP
15.00 BR
BOTTOM OF RAMP
0 10 20
SCALE: 1"=20'
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56.96 SW
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Sfi.46 FL
s� 56.96 TR
� 56.46 FL
0 56.46 BR
2.25%
56.46 BR
56.46 FL
.99 � ~ 56.96 TR
O RAMP DETAIL
SCALE: 1" = 10'
GRADING NOTES
SITE LEGEND
PROPERTY BOUNDARY LINE
RIGHT OF WAY BOUNDARY LINE
EXISTING EASEMENT UNE
SETBACK UNE
EXISTING TO REMAIN
PROPOSED NEW
FUTURE NEW
EXISTING SIGN
EXISTING UTILITY STUB MARKER
EXISTING PAD MOUNTED TRANSFORMER
'
EXISTING LIGHT POLE
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM DRAIN MANHOLE
-
EXISTING STORM DRAIN INLET
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING IRRIGATION VALVE
EXISTING CURB AND GUTTER
OO ®
PROPOSED SANITARY SEWER STRUCTURE
®
PROPOSED STORM DRAIN STRUCTURE
®
PROPOSED STORM DRAIN CATCH BASIN
-SD
PROPOSED STORM DRAIN
T
PROPOSED SIGN
®
PROPOSED ADA PARKING SYMBOL
,m
PROPOSED BIKE RACK
PROPOSED CURB AND GUTTER
PROPOSED RETAINING WALL
I 56.56 FG
56.08 FL
56.13 EOC
I56.00 FL I
I55.97 FL
IO� 55.96 FL I
I55.95 FL
56.00 EOC I
s�9
o 56.53 FG ,V�� 55.96 EOC
I 56.05 EOC 55.97 EOC I
I56.00 EOC
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55.87 FL 55.95 FL 1,\ 55.94 FL
55.85 FL 55.97 EOC
I55,92 FL 55.96 EOC 55.97 EOC I
I55.91 EOC 55.93 EOC
55.90 EOC 56.00 EOC
- 55.93 EOC - 55.98 EOC -
O TRASH ENCLOSURE DETAIL
SCALE: 1" = 10'
1. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS
SHOWING OTHERWISE NOThWTHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO
THE ENGINEER OF RECORD PRIOR TO BID.
2. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE
COPIES OF ALL STATE AND LOCAL STORMWATER DISCHARGE AND EROSION CONTROL PERMITS
ON SITE PRIOR TO ANY DISTURBANCE AND/OR GRADING ACTIVITY.
4. THIS DESIGN IS BASED ON A SOIL AND FOUNDATION INVESTIGATION. A COPY OF THIS
REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTOR.
5. ALL LANDSCAPING AREAS SHALL BE GRADED WITHIN 0.10' OF DESIGN WITH APPROVED TOP
SOIL TO A MINIMUM DEPTH AS SPECIFIED BY THE LANDSCAPE ARCHITECT AND CITY
SPECIFICATIONS.
6. ALL SPOT GRADES SHOWN ARE TO FLOWLINE UNLESS OTHERWISE NOTED.
7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE
SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION, REFER TO EROSION
CONTROL PLANS AND DETAILS FOR INFORMATION.
8. GENERAL CONTRACTOR SHALL PROVIDE BARRICADE PROTECTION AS REQUIRED BY THE CITY
AROUND ALL FOOTINGS, EXCAVATIONS AND ALL OFFSITE WORK.
9. THE PROPOSED STORM SEWER SYSTEM ON -SITE IS PRIVATELY OWNED AND MAINTAINED.
10. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE CLEAN FILL DIRT
APPROVED BY GEOTECHNICAL ENGINEER AND SHALL BE PLACED AND COMPACTED PER
GEOTECHNICAL REPORT RECOMMENDATIONS.
11. TOP OF GRATE (TOG) AND FLOWLINE (FL) SPOT GRADES AT INLETS DO NOT INCLUDE GUTTER
DEPRESSION.
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTIUTY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTIUTY COMPANY AND FIELD SURFACE
0
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY To FIELD VERIFY THE LOCATION OF ALL UTILITIES,
PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIESTO THE
KnowwhaYsbelow.
ENGINEER PRIOR TO CONSTRUCTION.
Call before you dig.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS
THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL
LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD.
REPORT INFORMATION TO
THE ENGINEER PRIOR TO CONSTRUCTION.
Gall"lowayIII
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
GallowayUS.com
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COPYRIGHT
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
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1
Date
4120/22
Issue / Description
1st CUP Submittal
Init.
DJS
Project No:
Drawn By: KSB
Checked By: DJS
Date: 2022.04.14
GRADING PLAN
C2.0