144TH AVE AND WASHINGTON ST Case No.: PLDP201700429 … · scale = 1:600. n. building setbacks....
Transcript of 144TH AVE AND WASHINGTON ST Case No.: PLDP201700429 … · scale = 1:600. n. building setbacks....
7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT
©
10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net
Developments, LLC
cft
CFT
DEV
ELO
PMEN
TS LL
CE 1
44th
Ave
and
Gra
nt St
Thor
nton
, CO
800
23
17045.002
DEVELOPMENT SUBMITTAL 05.25.17
Case No.: PLDP201700429144TH AVE AND WASHINGTON ST
COMMERCIAL DEVELOPMENT PERMIT
THORNTON, COLORADO
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 22,
TOWNSHIP 1 SOUTH RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO
SHEET 1 OF 10
DEVELOPER
BENCHMARK:
CFT NV DEVELOPMENTS, LLC
1683 WALNUT GROVE AVENUE
ROSEMEAD CA 91770
SHEET INDEX 1 COVER SHEET
2 SITE PLAN
3 GRADING PLAN
4 UTILITY PLAN
5 LANDSCAPE PLAN
6 LANDSCAPE SCHEDULE
7 ARCHITECTURAL ELEVATIONS
8 ARCHITECTURAL ELEVATIONS
9 TRASH ENCLOSURE DETAILS
10 SITE PHOTOMETRIC
BENCHMARK DATUM IS NAVD88
THE NORTHEAST BOLT, MARKED BY A TRIAD OF PUNCH
MARKS, ON THE BASE OF THE THIRD POWER TOWER (NO.
G-34) NORTH OF 144TH AVENUE ON THE WEST SIDE OF
WASHINGTON STREET.
ELEVATION 5154.30
EVERGREEN - 144TH AND
WASHINGTON, L.L.C.
1873 SOUTH BELLAIRE ST.
SUITE 1106
DENVER, CO 80222
PROPERTY OWNER
HC KLOVER ARCHITECT
10955 LOWELL AVENUE SUIT 700
OVERLAND PARK, KS 66210
PHONE: (913)-649-8181
ARCHITECT
1. FLOORPLAN ACCORDING TO FEMA FLOOD
INSURANCE RATE MAP (FIRM) 08001C0303H, THIS
PROPERTY IS LOCATED WITHIN ZONE X
(OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN).
2. PROPERTY SIGNAGE SHALL BE BY SEPARATE
PERMIT.
3. THE DEVELOPER ACKNOWLEDGES THAT THE
SITE LANDSCAPING MAINTENANCE WILL BE A
PART OF THEIR DEVELOPMENT INCLUDING THE
IMMEDIATELY ADJACENT RIGHT-OF-WAY
LANDSCAPING ON 144TH AVENUE AND GRANT ST.
4. NO LAND WILL BE DEDICATED AS PART OF THIS
DEVELOPMENT
5. AN OWNER'S ASSOCIATION WILL BE FORMED
FOR COMMON AND RIGHT-OF-WAY LANDSCAPE
MAINTENANCE.
6. THE ADJACENT PROPERTY OWNER OR ASSIGNS
MAINTAINS THE LANDSCAPING INCLUDING
RIGHT-OF-WAY LANDSCAPING.
GENERAL NOTES
LOT 1, 144TH AND WASHINGTON
FILING NO.1, COUNTY OF ADAMS,
STATE OF COLORADO AND LOT 2A,
144TH AND WASHINGTON FILING
NO.1 AMENDMENT NO.1, COUNTY
OF ADAMS, STATE OF COLORADO
LEGAL DESCRIPTION
1
COVER SHEET
PARKING CALCULATIONS ARE SUBJECT TO
CHANGE BASED UPON THE PROPOSED USE
OF EACH TENANT SPACE.
NOTE
E 1
43rd
Pla
ce
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E. 144th AVENUEPublic Right-of-Way (width varies)
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(No Posted Address)Lot 1 of Block 1 of Washington Electric Substation Filing No. 1
Owner: Public Service Company of ColoradoNOT A PART
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ddre
ss)
Lot
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and
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new property line.
GR
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E 144TH AVE
S
7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT
©
10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net
Developments, LLC
cft
CFT
DEV
ELO
PMEN
TS LL
CE 1
44th
Ave
and
Gra
nt St
Thor
nton
, CO
800
23
17045.002
DEVELOPMENT SUBMITTAL 05.25.17
Case No.: PLDP201700429144TH AVE AND WASHINGTON ST
COMMERCIAL DEVELOPMENT PERMIT
THORNTON, COLORADO
PROJECT ADDRESSE 144TH AVE AND
GRANT ST
THORNTON, CO 80023
SITE DATATOTAL SITE AREA : 89,320 SQ FT (±1.22 ACRES)
DISTURBED AREA (APPROX) : 66,980 SQ FT (±1.54 ACRES)
IMPERVIOUS AREA 53,102 SQ FT (59.5%)
PERVIOUS AREA 36,218 SQ FT (40.5 %)
PARKING DATA
USEABLE FLOOR SPACE: 2,200 SF
BUILDING CLASSIFICATION: RESTAURANT
MINIMUM PARKING REQUIRED: 15
(ONE (1) SPACE PER 150 SQ FT)
STANDARD STALLS PROVIDED: 29
HANDICAP STALLS PROVIDED: 2 (2 VAN)
TOTAL PARKING STALLS: 31
SITE INFORMATION
DEVELOPER INFORMATIONCFT NV DEVELOPMENTS, LLC
1683 WALNUT GROVE AVE
ROSEMEAD CA 91770
PROPOSED FIRE HYDRANT LOCATION
VERTICAL BENCHMARKBENCHMARK DATUM IS NAVD 88:
THE NORTHEAST BOLT, MARKED BY A TRIAD
OF PUNCH MARKS, ON THE BASE OF THE
THIRD POWER TOWER (NO. G-34) NORTH OF
144TH AVENUE ON THE WEST SIDE OF
WASHINGTON STREET.
ELE = 5154.30'
HYDRANT N E
HYD 1 1227530.1160 3145480.5553
HYD 2 1227530.1160 3145597.8700
EXISTING STREET LIGHT LOCATIONLIGHT POLE N E
LP 1 1227750.7004 3145467.5521
LP 2 1227750.4254 3145607.0141
UTILITY INFORMATIONCITY OF THORNTON
9500 CIVIC CENTER DR
THORNTON, CO 80229
CONTACTS:
ELECTRIC & GAS
XCEL ENERGY
BRIGHTON RD.
HENDERSON, CO 80640
(800)-628-212
WATER & SANITARY SEWER:
WATER RESOURCES DIVISION
12450 WASHINGTON ST
THORNTON, CO 80241
(720)-977-6000
OWNER INFORMATIONEVERGREEN - 144TH AND
WASHINGTON, L.L.C.
1873 SOUTH BELLAIRE ST.
SUITE 1106
DENVER, CO 80222
PARKING STALL COUNT#
CONCRETE PAVEMENT, MED DUTY
CONCRETE SIDEWALK
ASPHALT PAVEMENT, MED DUTY
EXISTING FIRE HYDRANT
EXISTING LIGHT POLE
CONCRETE CURB & GUTTER
PROPERTY LINE
ADA ACCESSIBLE ROUTE
DISTURBED AREA (APPROX 0.97 ACRES)
EXISTING WATER MAIN
EXISTING UNDERGROUND
EXISTING EASEMENT
EXISTING SANITARY SEWER MAIN
EXISTING STORM SEWER MAIN
ELECTRIC
EXISTING GAS MAIN
ADJACENT PROPERTY LINE
BUILDING SETBACK LINES
CONSTRUCTION NOTES01 LEAD FREE, WATER-BORNE EMULSION BASED WHITE TRAFFIC PAINT FOR PARKING LOT STALL
STRIPING.
02 MENU BOARD. SEE SHEET A-405 FOR EXACT LOCATION.
03 DRIVE THRU SPEAKERBOX. SEE SHEET A-405 FOR EXACT LOCATION
04 DUMPSTER SCREENING. SEE SHEET A-407 FOR DETAILS
05 CONCRETE PATIO AND SEATING AREA. SEE SHEET A-405 FOR DETAILS
06 SEE LANDSCAPE PLAN L1.0 FOR LOCATION AND MATERIAL OF PROPOSED PLANT MATERIALS AND
EXISTING PLANTS TO REMAIN
07 NOT USED
08 NOT USED
09 NOT USED
10 ADA PARKING
11 NOT USED
12 NOT USED
13 NOT USED
14 CROSSWALK STRIPING (WHITE). CONCRETE TO BE COLORED AND TEXTURED TO MATCH EXISTING
144TH AND WASHINGTON DEVELOPMENT.
15 DRIVE THRU CLEARANCE BAR.
16 NOT USED
17 DIRECTION ARROW PAVEMENT MARKINGS.
18 EXISTING LIGHT POLE DO NOT DISTURB.
19 PROPOSED MONUMENT SIGN
20 ADA PARKING SIGNAGE
21 STOP SIGN
22 DO NOT ENTER SIGN
23 NO PARKING FIRE LANE SIGN
SCALE = 1:600
N
BUILDING SETBACKSFRONT: 25'
SIDE: 0' OR 15'
PARKING: 25'
2
SITE PLAN
2200 SQ FT
1 STORY
LOT 1, 144TH AND WASHINGTON
FILING NO.1, COUNTY OF ADAMS,
STATE OF COLORADO AND LOT 2A,
144TH AND WASHINGTON FILING
NO.1 AMENDMENT NO.1, COUNTY OF
ADAMS, STATE OF COLORADO
LEGAL DESCRIPTION
144TH AVE AND WASHINGTON ST
EXISTING FIBER OPTIC
8
13
10
14
12
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new property line.
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7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT
©
10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net
Developments, LLC
cft
CFT
DEV
ELO
PMEN
TS LL
CE 1
44th
Ave
and
Gra
nt St
Thor
nton
, CO
800
23
17045.002
DEVELOPMENT SUBMITTAL 05.25.17
Case No.: PLDP201700429144TH AVE AND WASHINGTON ST
COMMERCIAL DEVELOPMENT PERMIT
THORNTON, COLORADO
GRADING NOTES
FINISH GRADE 5' CONTOURS
FINISH GRADE 1' CONTOURS
EXISTING GRADE 5'
CONTOURS
EXISTING GRADE 1'
CONTOURS
LEGEND
2% MAX SLOPE IN ANY DIRECTION
EXISTING WATER MAIN
EXISTING UNDERGROUND
EXISTING EASEMENT
EXISTING SANITARY SEWER MAIN
EXISTING STORM SEWER MAIN
ELECTRIC
EXISTING GAS MAIN
PROPOSED DOMESTIC WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED GAS SERVICE LINE
PROPOSED UNDERGROUND ELECTRIC
1. GRADING MATERIALS AND PROCEDURES SHALL BE IN ACCORDANCE WITH CITY OF THORNTON
ENGINEERING TECHNICAL SPECIFICATIONS. ANY REQUIREMENTS SET FORTH IN THE PLANS THAT ARE
IN CONFLICT WITH ANY CITY, COUNTY, OR ANY OTHER APPLICABLE JURISDICTION'S SPECIFICATIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
2. FILL MATERIALS REQUIRED FOR THIS PROJECT AND PLACEMENT OF THOSE MATERIALS SHALL BE IN
ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE CITY OF THORNTON TECHNICAL
SPECIFICATIONS.
3. FILL MATERIALS SHALL NOT BE PLACED ON FROZEN SOIL, ORGANIC MATERIALS, OR SOFT SUBGRADE.
4. SUBGRADE IN EXCAVATED AREAS UNDER PROPOSED PAVEMENT SHALL BE SCARIFIED AND PROPERLY
COMPACTED AND MOISTURE CONDITIONED.
5. ALL TOPSOIL, VEGETATION, ROOT STRUCTURES, AND DELETERIOUS MATERIALS SHALL BE STRIPPED
FROM THE GROUND SURFACE PRIOR TO THE PLACEMENT OF FILL MATERIALS. CONTRACTOR SHALL
OBTAIN THE ACCEPTANCE OF THE ON-SITE GEOTECHNICAL REPRESENTATIVE FOR THE EXISTING
GROUND SURFACE MATERIALS AND THE PROPOSED FILL MATERIAL PRIOR TO THE PLACEMENT OF
FILL.
6. ALL PROPOSED CONTOUR LINES AND SPOT ELEVATIONS SHOWN ARE FINISH GROUND ELEVATIONS.
CONTRACTOR SHALL ACCOUNT FOR PAVEMENT DEPTHS, BUILDING PADS, TOPSOIL, ETC WHEN
GRADING THE SITE.
7. ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED (GREEN SPACES) SHALL BE FINISH GRADED
WITH A MINIMUM OF SIX INCHES OF TOPSOIL.
8. ALL EXCAVATION AND EMBANKMENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF
THORNTON ENGINEERING TECHNICAL SPECIFICATIONS.
9. PRIOR TO PLACING ANY CONCRETE OR ASPHALT PAVEMENT THE CONTRACTOR SHALL PERFORM A
PROOF ROLL OF THE PAVEMENT SUB-GRADE WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. THE
PROOF ROLL SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER AND/OR THE ON-SITE
GEOTECHNICAL REPRESENTATIVE. AREAS THAT DISPLAY RUTTING OR PUMPING THAT ARE
UNSATISFACTORY TO THE ENGINEER SHALL BE RE-WORKED AND A FOLLOW-UP PROOF ROLL SHALL
BE CONDUCTED PRIOR TO ACCEPTANCE OF THE SUB-GRADE FOR PAVING. THE CONTRACTOR MAY, AT
ITS OWN EXPENSE, STABILIZE THE SUB-GRADE USING CLASS C FLY ASH OR QUICKLIME OR SIMILAR
MATERIAL, SUBJECT TO THE APPROVAL OF THE ENGINEER.
10. FINISHED GRADES SHALL NOT BE STEEPER THAN 3:1.
11. ALL GRADING WORK SHALL BE CONSIDERED UNCLASSIFIED. NO ADDITIONAL PAYMENTS SHALL BE
MADE FOR ROCK EXCAVATION. CONTRACTOR SHALL SATISFY HIMSELF AS TO ANY ROCK EXCAVATION
REQUIRED TO ACCOMPLISH THE IMPROVEMENTS SHOWN HEREON.
12. ALL AREAS ALONG ACCESSIBLE ROUTE SHOWN ON THIS PAGE SHALL COMPLY WITH 2010 ADA
STANDARDS.
13. PAVEMENT ELEVATIONS TO BE 6" (.5') BELOW TOP OF CURB ELEVATION (TC) UNLESS OTHERWISE
NOTED
14. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING ALL PROPOSED GRADES ENSURE POSITIVE
DRAINAGE BOTH WITH PROPOSED IMPROVEMENTS AND SURROUNDING EXISTING CONDITIONS. IF
ISSUE ARISES ENGINEER TO BE NOTIFIED IMMEDIATELY.
15. GRADING IS CONCEPTUAL ONLY AND WILL BE APPROVED WITH THE CONSTRUCTION DOCUMENTS.
PROPOSED PROPERTY LINE
PROPOSED SANITARY SEWER
PROPOSED GAS SERVICE LINE
PROPOSED UNDERGROUND
ADJACENT PROPERTY LINE
PROJECT BENCHMARK
SERVICE LINE
ELECTRIC
TC XXX.XX
X.X.%
PROPOSED TOP OF CURB
ELEVATION
PROPOSED RESULTANT
PAVEMENT SLOPE
TS XXX.XX
PROPOSED TOP OF SIDEWALK
ELEVATION
TP XXX.XX
PROPOSED TOP OF PAVEMENT
ELEVATION
SERVICE LINE
3
SITE GRADING PLAN
PROPOSED SWALE
VERTICAL BENCHMARKBENCHMARK DATUM IS NAVD88
THE NORTHEAST BOLT, MARKED BY A TRIAD OF
PUNCH MARKS, ON THE BASE OF THE THIRD
POWER TOWER (NO. G-34) NORTH OF 144TH
AVENUE ON THE WEST SIDE OF WASHINGTON
STREET.
ELEVATION 5154.30
E. 144TH AVENUE
FFE
5169.79
UGE
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FO
F
O
FO
FO
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UGC
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SAN
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new property line.
GAS
UGC
1
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GAS
UGC
UGC
UGC
7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT
©
10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net
Developments, LLC
cft
CFT
DEV
ELO
PMEN
TS LL
CE 1
44th
Ave
and
Gra
nt St
Thor
nton
, CO
800
23
17045.002
DEVELOPMENT SUBMITTAL 05.25.17
Case No.: PLDP201700429144TH AVE AND WASHINGTON ST
COMMERCIAL DEVELOPMENT PERMIT
THORNTON, COLORADO
01 CONNECT TO EXISTING SANITARY SEWER MANHOLE. CONNECTION FL
5157.34.
02 INSTALL 4" SDR-35 PVC FL @ BUILDING = 5165.80
03 INSTALL 119 LF 4" SDR-35 PVC @ 2.0% SLOPE
04 INSTALL 25 LF OF 4" SANITARY SEWER DISHCHARGE LINE
05 INSTALL 1000 GALLON GREASE INTERCEPTOR. APPROX FL xxxx.xx .
06 INSTALL WYE WITH CLEANOUT
07 INSTALL 4" VENT PIPE.
11 INSTALL PROPOSED PAD-MOUNTED TRANSFORMER, COORDINATE WITH
EXCEL ENERGY.
12 INSTALL 60LF OF ELECTRICAL SERVICE FROM BUILDING TO PROPOSED
TRANSFORMER PAD.
13 CONNECT 47 LF OF ELECTRIC LINE TO EXISTING SERVICE.
14 CONNECT (2) 49 LF OF COMMUNICATION LINE TO EXISTING SERVICE
15 PROPOSED COMMUNICATION SERVICE BUILDING CONNECTION LOCATION.
16 INSTALL (2) 3" CONDUIT FOR FUTURE UNDERGROUND COMMMUNICATION
SERVICE. INSTALL (1) 3" CONDUIT FOR FUTURE UNDERGROUND GAS
SERVICE.
21 PROPOSED GAS SERVICE BUILDING CONNECTION.
22 CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR GAS SERVICE.
31 INSTALL 94' 1
1
2
" PEX PIPE FOR DOMESTIC SERVICE FROM BUILDING TO
EXISTING MAIN.
32 CONTRACTOR TO INSTALL NEW WATER METER VAULT PER CITY DETAIL
200-17.
33 CONNECT WATER SERVICE LINE TO EXISTING MAIN.
34 CONTRACTOR TO VERIFY LOCATION OF DOMESTIC SERVICE AND
IRRIGATION DEDUCT METER WITH CITY OF THORNTON.
35 PROPOSED WATER LINE TO TIE INTO EXISTING WATER LINE.
41 INSTALL 4' x 6' CURB INLET.
42 INSTALL 6" HDPE STORM PIPE.
43 INSTALL 15" HDPE STORM PIPE.
44 INSTALL 15" RCP STORM PIPE.
45 INSTALL 18" RCP STORM PIPE
46 INSTALL 4" x 8" WYE WITH CLEANOUT FOR ROOF DRAINS CONNECTIONS.
47 INSTALL 4' MANHOLE TO CONNECT TO EXISTING 15" STORM PIPE
CONSTRUCTION NOTESBUILDING CONNECTION DETAIL
OVERALL SITE
GENERAL UTILITY NOTES 1. ALL WATERLINES AND SANITARY SEWER
LINES SHALL BE CONTRUCTED PER THE
CITY OF THORNTON STANDARDS AND
SPECIFICATION FOR THE DESIGN AND
CONSTRUCTION OF PUBLIC AND PRIVATE
IMPROVEMENTS AND ALL APPLICABLE
MASTER PLANS IN EFFECT AT THE TIME OFR
DEVELOPMENT. LARGER LINES SHALL BE
CONTRUCTED IF NECESSARY TO SERVE THE
DEVELOPMENT. LINES SHALL BE
DETERMINED WITH THE FINAL UTILITY
REPORT.
2. ALL OFF-SITE EASEMENTS REQUIRED FOR
THE CONSTRUCTION OF THE WATER AND
SANITARY SEWER SYSTEMS SHALL BE
ACQUIRED BY THE DEVELOPER PRIOR TO
APPROVAL OF THE SUBDIVISION PLAT. THE
RECEPTION NUMBERS FOR THESE
EASEMENTS SHALL BE INCLUDED ON THE
PLAT.
3. ALL WATERLINES CONSTRUCTED SHALL BE
LOOPED; IN ADDITION, THE SYSTEM
PRESSURE REDUCING VALVES SHALL BE
UTILIZED TO KEEP THE STATIC PRESSURE
BELOW 100 PSI. A MINIMUM STATIC
PRESSURE OF 40 PSI SHALL BE MAINTAINED
FOR THE SITE.
4. COORDINATION IS REQUIRED FOR SERVING
WATER AND SANITARY SEWER TO THE
ADJACENT PROPERTY OWNERS. STUB-OUTS
SHALL BE PROVIDED FOR FUTURE
DEVELOPMENT OF THESE PROPERTIES.
5. THE DEVELOPER IS RESPONSIBLE FOR ANY
IMPROVEMENTS TO APPLICABLE LIFT
STATIONS WHICH ARE NECESSARY TO
SERVE THIS DEVELOPMENT. IMPROVEMENTS
WITH THE FINAL UTILITY REPORT.
6. A FINAL UTILITY REPORT WILL BE REQUIRED
WITH THE DEVELOPMENT OF EACH
PLANNING AREA. A SANITARY SEWER BASIN
STUDY IS REQUIRED WITH THE REPORT TO
EVALUATE THE EXISTING SANITARY SEWER
SYSTEM DOWNSTREAM OF THE PROPOSED
DEVELOPMENT, AS WELL AS ANTICIPATED
DEVELOPMENT UPSTREAM FOR THE SIZING
OF THE FACILITIES. ALL NECESSARY
IMPROVEMENTS REQUIRED TO SERVE THE
DEVELOPMENT ARE THE RESPONSIBILITY OF
THE DEVELOPER.,
7. THE OWNER AGREES TO PARTICIPATE IN
ALL REIUMBURSEMENT AGREEMENTS
ASSOCITED WITH THE PROPERTY.
8. ALL METERS SHALL BE SIZED IN
ACCORDANCE WITH THE ADOPTED VERSION
OF INTERNAL PLUMBING CODE AND ALL
ADOPTED APPENDICES IN EFFECT AT THE
TIME OF APPROVAL.
9. UTILITIES ARE CONCEPTUAL ONLY AND WILL
BE APPROVED WITH THE CONSTRUCTION
DOCUMENTS.
4
UTILITY PLAN
NORTHEAST LOT
UGCUGC
SAN
SAN
GAS
GAS
GAS
GAS
GAS
GAS
UGE
W
W
GAS
GAS
GAS
GAS
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
W
UGE
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
UGE
FO
F
O
FO
FO
FO
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
FO
FO
FO
FO
FOFO
FO
FO
FO
FO
FO
FO
FO
FOFO
FO
FO
FO
FO
FO
F
O
UGEUGE UGE UGE UGE UGE
UGEUGEUGEUGEUGEUGE
UGE
UGEW W
FO
F
O
FO
FO
FO
FO
FO
FO
FO
UGE UGE UGE
W W W W W W W W W W W W W W
F
O
S
new property line.
(1)AH
(3)UM
(3)QC
(2)UM
(2)QC
(3)EC
(4)PA
(5)JS
(8)NW
(8)NW(16)EC
(20)JD
(26)PS
(8)HF
(2)JW
(1)PC
(13)JS
(2)JW
(1)PC
(6)HF
(4)JS
(14)EC
(1)AH
(3)LL
(3)PD
(10)PS
(5)JD
(5)LL
(4)AH
(62)LL
(1)AB
(6)NW
(6)JD
(1)AB
(5)JS
(5)EC
(31)LL
(8)EC
(5)JD
(8)EC
(6)JS
(2)PA
(13)EC
(3)PD
(3)JW (26)LL
(14)JD
(8)JS
(3)PD
(4)NW
(1)AB
(1)PC
(5)EC
(4)NW
(1)AB
(7)PD
(16)JD
(7)JS
(7)PA
(6)PD
(7)JS
(1)AB
(16)NW
(1)AB
(1)PC
(7)JS
(5)PD
(10)PS
(9)JW
(4)EC
(1)PC
(12)NW
(6)JS
(1)AB
5166
5167
51685
1
6
9
5170
5170
5
1
6
4
5165
5
1
6
4
7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT
©
10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net
Developments, LLC
cft
CFT
DEV
ELO
PMEN
TS LL
CE 1
44th
Ave
and
Gra
nt St
Thor
nton
, CO
800
23
17045.002
DEVELOPMENT SUBMITTAL 05.25.17
Case No.: PLDP201700429144TH AVE AND WASHINGTON ST
COMMERCIAL DEVELOPMENT PERMIT
THORNTON, COLORADO
5
LANDSCAPE PLAN
PROPOSED 2,200
DRIVE THRU
RESTAURANT
LEGEND
EVERGREEN TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL TE
PC 6 Pinus cembra / Swiss Stone Pine B & B 6` HT 6
ORNAMENTAL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL TE
AH 6 Acer tataricum `Hot Wings` / Hot Wings Tatarian Maple B & B 2"Cal 6
QC 5 Quercus robur x alba `Crimson Spire` / Crimson Spire Oak B & B 2"Cal 5
SHADE TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL TE
AB 7 Acer negundo 'Sensation' / Sensation Box Elder Maple B & B 2"Cal 7
UM 5 Ulmus x 'Morton' / Accolade B & B 2"Cal 5
ANNUALS/PERENNIALS CODE QTY BOTANICAL NAME / COMMON NAME CONT PLANT HT. TE
NW 58 Nepeta x faassenii `Walkers Low` / Walkers Low Catmint 1 gal 12"-18" H 2.9
PA 13 Perovskia atriplicifolia / Russian Sage 1 gal 12"-18" H .65
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT PLANT HT. TE
HF 14 Hypericum frondosum `Sunburst` / Sunburst Hypericum 5 gal 2` height 1.4
LL 127 Ligustrum vulgare `Lodense` / Lodense Privet 5 gal 2` height 12.7
PS 46 Philadelphus x `Snowbell` / Snowbell Mock Orange 5 gal 2` height 4.6
PD 27 Physocarpus opulifolius `Diablo` / Diablo Ninebark 5 gal 2` height 2.7
EVERGREEN SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT PLANT HT. TE
EC 76 Euonymus fortunei `Colorata` / Purple-leaf Winter Creeper 1 gal 2` height 7.6
JD 66 Juniperus communis depressa 'Effusa' / Effusa Juniper 5 gal 1.5` height 6.6
JS 68 Juniperus sabina `Scandia` / Scandia Juniper 5 gal 2` height 6.8
JW 16 Juniperus scopulorum 'Woodward' / Woodward columnar juniper 5 gal 2` height 1.6
TE TOTAL
76.55
GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME CONT
PK 13,052 sf Poa x (Kentucky x Texas) / Bluegrass sod
Use Second Generation Hybrid
PLACE LANDSCAPE EDGING WHERE GRASS ADJOINS
PLANTING BEDS, SEE DETAIL 5 SHEET L1.2 FOR
SPECIFICATIONS
PLANT SCHEDULE
MULCH QTY BOTANICAL NAME / COMMON NAME SIZE DEPTH
102 cu.yd. Buffalo River Rock 1"-3" 3" deep
PLACE LANDSCAPE EDGING WHERE GRASS ADJOINS size
PLANTING BEDS, SEE DETAIL 5 SHEET L1.2 FOR
SPECIFICATIONS
7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT
©
10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net
Developments, LLC
cft
CFT
DEV
ELO
PMEN
TS LL
CE 1
44th
Ave
and
Gra
nt St
Thor
nton
, CO
800
23
17045.002
DEVELOPMENT SUBMITTAL 05.25.17
Case No.: PLDP201700429144TH AVE AND WASHINGTON ST
COMMERCIAL DEVELOPMENT PERMIT
THORNTON, COLORADO
SITE DATA
LANDSCAPING NOTES
1. EXISTING SOIL SHALL BE AMENDED AT A RATE OF FOUR (4) CUBIC YARDS OF
CLASS I OR II COMPOST AMENDMENT PER 1,000 SQUARE FEET, DISKED OR TILLED
INTO THE SOIL AT A DEPTH OF NOT LESS THAN SIX INCHES.
2. CITY OF THORNTON (COT) AFFIDAVIT OF SOIL AMENDMENT INSTALLATION IS
REQUIRED FROM CONTRACTOR.
3. STEEL BED EDGING, RYERSON OR APPROVED EQUAL.
4. THE ENTIRE SURFACE TO BE LANDSCAPED SHOULD BE REASONABLE SMOOTH
AND FREE FROM STONES, ROOTS OR OTHER DEBRIS.
5. PARKING LOT ISLAND SQUARE FOOTAGE IS A MINIMUM 10% OF THE PARKING
STALL SQUARE FOOTAGE.
6. ALL LANDSCAPING AND IRRIGATION CONSTRUCTION WILL CONFORM TO THE
CITY'S STANDARDS AND SPECIFICATIONS.
7. A PRE-CONSTRUCTION MEETING WITH THE CITY LANDSCAPE ARCHITECTS IS
REQUIRED PRIOR TO ANY LANDSCAPE OR IRRIGATION WORK IS STARTED ON THE
PROPERTY.
8. PROPERTY OWNER OR ASSIGNS OR OWNERS ASSOCIATION MAINTAINS THE
LANDSCAPED AREAS, INCLUDING ANY ADJACENT ROW LANDSCAPE.
6
LANDSCAPE SCHEDULE
E
Q
.E
Q
.
PLAN
SECTION VIEW
6" m
in
.
TAPERED STEEL STAKES TOINTERIOR OF BED AREA
TOP OF EDGING NO MORE THAN1/2" BELOW TOP OF EDGING
STEEL EDGING
SPECIFIED BEDDING MATERIAL
TURF
1/8" X 4" X 16' (.120-.125" AVERAGE THICKNESS)14GA. X 4" X 10' (.070-.075" AVERAGE THICKNESS)
SELECT DESIRED SIZE
3. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
REFERENCE NUMBER 200-003
2. DO NOT SCALE DRAWINGS.
NOTES:
www.surelocedging.com
SURE-LOC ALUMINUM EDGING CORPORATION494 EAST 64TH STHOLLAND, MI 49423
TOLL FREE: 1-800-787-3562PHONE: (616) 392-3209
FAX: (616) 392-5134
®
3/16" X 4" X 16' (.182-.188" AVERAGE THICKNESS)1/4" X 5" X 16' (.20 - .250" AVERAGE THICKNESS)
Step 1 - Remove soil and roots over the root collar.
Step 2 - Remove defects.
©
LANDSCAPING NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED WITH TURF-TYPE POA SOD WITH A MINIMUM OF
THREE CULTIVARS.
2. ALL LANDSCAPED AREAS SHALL RECEIVE A MINIMUM 6-INCH DEPTH OF TOPSOIL COMPACTED
TO 85% DENSITY AT OPTIMUM MOISTURE CONTENT.
3. THE ENTIRE SURFACE TO BE LANDSCAPED SHOULD BE REASONABLE SMOOTH AND FREE
FROM STONES, ROOTS OR OTHER DEBRIS.
4. SOD SHALL BE MACHINE STRIPPED AT A UNIFORM SOIL THICKNESS OF APPROXIMATELY ONE
INCH (PLUS OR MINUS 1/4-INCH). THE MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP
GROWTH AND THATCH, AND SHALL BE DETERMINED AT THE TIME OF CUTTING IN THE FIELD.
PRECAUTIONS SHALL BE TAKEN TO PREVENT DRYING AND HEATING. SOD DAMAGED BY HEAT
AND DRY CONDITIONS, AND SOT CUT MORE THAN 18 HOURS BEFORE BEING INCORPORATED
INTO THE WORK SHALL NOT BE USED.
5. HANDLING OF SOD SHALL BE DONE IN A MANNER THAT WILL PREVENT TEARING, BREAKING,
DRYING AND OTHER DAMAGE. PROTECT EXPOSED ROOTS FROM DEHYDRATION. DO NOT
DELIVER MORE SOD THAN CAN BE LAID WITHIN 24 HOURS.
6. MOISTEN PREPARED SURFACE IMMEDIATELY PRIOR TO LAYING SOD. WATER THOROUGHLY
AND ALLOW SURFACE TO DRY BEFORE INSTALLING SOD, FERTILIZE, HARROW OR RAKE
FERTILIZER IN THE TIP 1-1/2-INCHES OR TOPSOIL, AT A UNIFORM RATE.
7. FERTILIZER SHALL BE 20-10-5 COMMERCIAL FERTILIZER OF THE GRADE, TYPE, AND FORM
SPECIFIED AND SHALL COMPLY WITH THE RULES OF THE STATE DEPT. OF AGRICULTURE.
FERTILIZER SHALL BE IDENTIFIED ACCORDING TO THE PERCENT N,P,K IN THAT ORDER.
8. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING THE
FIRST WEEK AFTER PLANTING, WATER DAILY OR MORE FREQUENTLY AS NECESSARY TO
MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF FOUR INCHES.
9. ALL PLANTING BEDS WILL BE PREPARED WITH POLYPROPYLENE LANDSCAPE FABRIC BEFORE
PLANT MATERIAL IS INSTALLED. ROCK MULCH TO BE PLACED OVER POLYPROPYLENE
LANDSCAPE FABRIC AT A DEPTH OF 2" - 4".
10. LANDSCAPE FABRIC SHOULD BE INSTALLED FLAT WITH ALL “FOLDS” EITHER PINNED DOWN
WITH 4" LANDSCAPE PINS, OVERLAP ADJOINING SHEETS A MINIMUM OF 2”. 4" STEEL
LANDSCAPE STAPLES TO BE USED TO PIN DOWN THE CORNERS BEFORE ROCK MULCH IS
INSTALLED.
11. CONTRACTOR SHALL PROVIDE FULL MAINTENANCE FOR NEWLY LANDSCAPED AREAS FOR A
PERIOD OF 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. AT THE END OF THE
MAINTENANCE PERIOD, A HEALTHY, WELL-ROOTED, EVE-COLORED, VIABLE TURF AND
LANDSCAPED AREA MUST BE ESTABLISHED. THE LANDSCAPED AREAS SHALL BE FREE OF
WEEDS, OPEN JOINTS, BARE AREAS AND SURFACE IRREGULARITIES.
Root Correction Detail - Balled & Burlapped
7101 College Blvd., Suite 400Overland Park, Kansas 66210
p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.
Deciduous & Evergreen Tree PlantingCITY DETAIL
Shrub Planting Detail-CITY DETAIL
Groundcover Layout
Steel Landscape Edging
----
LANDSCAPE DETAILS
NAB
Description: Date:No.
p r o j e c tn u m b e r
d r a w i n gi s s u a n c e
d r a w i n gr e v i s i o n s
p r o j e c tt i t l e
p r o f e s s i o n a ls e a l
d r a w i n gt i t l e
d r a w i n gn u m b e r
H.C. KLOVER ARCHITECT©
1095
5 LO
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.649
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Developments, LLC
cft
2017
17045.002
BID SET 06.29.2017
CFT
DEV
ELO
PMEN
TS LL
CE.1
44th
Ave
. and
Gra
nt St
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