HomeMy WebLinkAboutSAMS CLUB FUEL STATION - MJA200002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITE
S1
S2
S3
S4
S5
S6
S7
HC
POL
LDR
E
GC
HC
UE
LDR
LDMN
MDMN
MDMN
LDR
LDR
POL
POL
LDMN
LDR
POL
LDMN GC
SC LDMN
LDMN
E HARMONY ROAD
OAKRIDGE DR
S BOARDWALK DR
S LEMAY AVE
S COLLEGE AVE
FOSSIL CREEK PKWY
S COLLEGE AVE
S MASON ST
MASON TRAIL
S BOARDWALK DR
SAM'S
CLUB
E HARMONY ROAD
S LEMAY AVE
S COLLEGE AVE
Engineering
Associates, Inc.
ARIZONA § ARKANSAS § CALIFORNIA § FLORIDA § MINNESOTA § NORTH CAROLINA § PENNSYLVANIA § TEXAS
CONSTRUCTION PLANS FOR
7543 N. Ingram Ave., Suite 107
Fresno, CA 93711
(559) 447-3119
FAX: (559) 447-3129
31493-CS
31493
SAM'S CLUB FUEL STATION #6633-212
4700 BOARDWALK DRIVE
C1
FORT COLLINS , COLORADO
LAND USE TABLE
PROJECT NAME: SAM'S CLUB FUEL STATION #6633
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
4:10 PM C2
7/23/20
GENERAL NOTES
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-GN
JOB # 31493 DRAWING: 31493-GN.dwg LAST SAVED BY: JOEPERKINS
GENERAL NOTES:
A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING
UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND
EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS A
CONTRACTOR TO THE SELLER/OWNER:
TOPOGRAPHY/BOUNDARY:
PLS CORPORATION
532 WEST 66TH STREET
LOVELAND, COLORADO 80538
PHONE 970 669-2100
M. BRYAN SHORT, PLS
BOUNDARY SURVEY WAS NOT REQUESTED OR PERFORMED. BOUNDARY WAS TAKEN FROM OLD
DESIGN DRAWINGS. CEI ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ERRORS OR
OMISSIONS DUE TO THE LOCATION OF BOUNDARY LINES.
CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF
THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATED
UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS
AS NOTED. SEE SITE WORK SPECIFICATIONS.
C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS
RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN
ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH
OPERATIONS.
D. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL
PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING
THE CONSTRUCTION PHASES OF THIS PROJECT.
E. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE
WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES
INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS
PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE
SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION
ON A CONTEMPORARY BASIS AT THE SITE.
F. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER
OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION
SITE.
G. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATED
w
w
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
metal chase
covered cart return
covered cart return
storm grate
rim = 4996.62'
18" RCP inv. (S) = 4994.40'
speed bump
outback curbside
pickup sign
concrete sidewalk
concrete
asphalt
asphalt
asphalt
concrete sidewalk
concrete sidewalk concrete sidewalk
concrete
sidewalk
yield to
pedestrian sign
20' AUE
10' AUE
w
ue
mb
large snow pile at
time of survey
concrete sidewalk
stop sign
stop sign stop sign
pillars
planters
concrete sidewalk
15"
3"
14
10"
14"
6"
12"
12"
14"
15"
15"
18"
9"
4"
14"
18"
12"
20' AUE
10' AUE
mb
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
WB-50 - Intermediate Semi-Trailer
VAN
KIOSK
200± SF FFE 5000.05
DO NOT ENTER DO NOT ENTER
S
JT
JT JT
OSV
VENT
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
1
4
21
17
44
14
12
11
14
L=17.28, R=11.00
Δ=90°00'00"
N88°12'35"W 107.00'
L
=
1
5
5
.
4
3
,
R
=
ue
ue
ue
ue
mb
VAN
KIOSK
DO NOT ENTER DO NOT ENTER
S
VENT
PROPOSED SAM'S CLUB FUEL STATION
SINGLE STORY KIOSK: 200± SQ FT
CANOPY: 3,467± SQ FT
ZONE: HARMONY CORRIDOR DISTRICT
USE: COMMERCIAL/RETAIL
EAST HARMONY ROAD
(MAJOR ARTERIAL 6 LANES)
SOUTH BOARDWALK DRIVE
(COLLECTOR 2 LANES)
OAKRIDGE DRIVE
(COLLECTOR 2 LANES)
S. LEMAY AVENUE
(ARTERIAL 4 LANES)
SAM'S CLUB
130,383± SQ FT
4700 E. BOARDWALK DRIVE, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
E-ONE Heavy Walkin Rescue
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
30'
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
PROPOSED FIRE HYDRANT
END PROPOSED FIRE LANE
STRIPING & SIGNAGE
BEGIN PROPOSED FIRE
LANE STRIPING & SIGNAGE
300'
20'
20' 10'
VAN
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
DO NOT ENTER DO NOT ENTER
S
OSV
VENT
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
ue
mb
R25'
3.5'
8.02' 35' 41' 15.61'
24.25' 12.37' 25.1'±
10.3'± 3'±
17.7'± 18.1'± 13'± 9.29'
3.08'
29.92'
3.08'
29.92'
3.08'
9.29' 19.1'± 20.3'± 18'±
17.7'± 18.3'± 47.9'± 18' 6.2' 47.64' 20.3'± 17.7'±
5.9'± 12'
18'
5'
6'
6'
7'
8.25'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
A
A
F
A
A
A
A
B
43'
12'
C
TYP
D
TYP
D
TYP
5000.00
fl
4999.64
fl
fl 4999.56
fl 4999.78
4999.20
fl
fl 4998.50
fl 4997.70
fl 4997.69
fl 4997.54
fl 4997.67
fl 4997.97
fl 4997.93
4998.06
fl
fl 4998.10
4998.20
fl
4998.24
fl
fl 4998.94
fl 4999.89
4999.95
fl
5000.37
fl
w
MB w
5001.57
tc
5001.10
fl
5000.75
fl
5000.39
fl
5000.42
fl
5000.88
fl
fl 4997.49
4997.46
fl
4997.59
fl
4998.01
fl
4998.12
tc
4997.97
fl
ec 4997.92
ec 4997.66
fl 4997.63
4997.32
ec
fl 4997.36
4997.80
4999.20
fl
fl 4998.50
4997.70
fl
fl 4998.10
4998.20
fl
4998.24
fl
4998.94
fl
4997.38
fl
4997.74
ec
4998.39
ng
4997.73
fl
4999.31
ng
fl 4998.45
4998.21
fl
ng 4998.43
4998.77
ng
fl 4998.79
fl 4999.90
metal chase
storm grate
rim = 4996.62'
18" RCP inv. (S) = 4994.40'
ng 4998.19
4999.70
ng
ng 4998.96
ng 4998.49
4998.25
ng
4998.15
ng
4998.14
ng
4999
4998
4997
15"
15"
18"
14"
10"
10"
14"
12"
10"
12"
KIOSK
200± SF FFE 5000.05
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
S
VENT
ue
ue
ue
mb
5001
5000
5000
4999
4999
4999
4999
4998
4998
4997
4998
4999
ONSITE
DRAINAGE AREA
0.80 ACRES
OFFSITE
DRAINAGE AREA
0.42 ACRES
OFFSITE
DRAINAGE AREA
0.09 ACRES
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
SCALE IN FEET
0 30' 45' 60'
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
12:16 PM C7.1
7/29/20
DRAINAGE MAP EXHIBIT
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DR
JOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: JOEPERKINS
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
KIOSK
covered cart return
covered cart return
S
VENT
ue
ue
ue
mb
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
SCALE IN FEET
0 30' 45' 60'
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
12:16 PM C7.2
7/29/20
EXISTING IMPERVIOUS MAP
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DR
JOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: JOEPERKINS
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
5/19/2020INITIAL DESIGN
SITE FEATURES
DRAINAGE BOUNDARY
PERVIOUS AREA
IMPERVIOUSNESS
PERVIOUS AREA (SF) 5151 9%
IMPERVIOUS AREAS (SF) 51973 91%
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
S
VENT
ue
ue
ue
mb
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
SCALE IN FEET
0 30' 45' 60'
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
12:16 PM C7.3
7/29/20
PROPOSED IMPERVIOUS MAP
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DR
JOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: JOEPERKINS
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
5/19/2020INITIAL DESIGN
SITE FEATURES
DRAINAGE BOUNDARY
PERVIOUS AREA
IMPERVIOUSNESS
PERVIOUS AREA (SF) 5539 10%
IMPERVIOUS AREAS (SF) 51585 90%
UGE UGE
JT
building
Q
N
SAM'S CLUB STORE FRONT
2'' UGT
2'' FOC
2'' UGE
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
S
2''W
UGE UGE
UGE UGE UGE UGE UGE
UGE
UGE UGE
JT
JT JT JT JT JT
JT JT
OSV
VENT
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
6''SS
6''SS
6''SS
6''SS
6''SS 6''SS
6''SS
6''SS 6''SS
6''SS 6''SS
w
w
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
metal chase
storm grate
rim = 4996.62'
18" RCP inv. (S) = 4994.40'
speed bump
outback curbside
pickup sign
concrete sidewalk
concrete
asphalt
asphalt
concrete sidewalk concrete sidewalk
concrete
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
4:41 PM C9
7/29/20
DETAIL SHEET
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DT
JOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS
5/19/2020INITIAL DESIGN
1'-0"
4"(TYP.)
3"(TYP.)
1'-0"
8'-0"
3'-9"
1'-9"
2'-0"
"ENTER" PAVEMENT MARKING
W/ ARROW
N.T.S.
NOTE: ALL TRAFFIC FLOW ARROWS
TO BE SOLID YELLOW
REFLECTIVE TRAFFIC PAINT
PER DIMENSIONS ABOVE.
N.T.S.
CONCRETE JOINT DETAILS & FILLER
CONSTRUCTION JOINT
T/4
POURED JOINT
SEALING COMPOUND
T/2
T
1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.
1-1/4" MIN.
CLEARANCE
SEALING COMPOUND
POURED JOINT
2" MIN.
BUTT JOINT TRANSVERSE EXPANSION JOINT
T/2
T
T/4
DOWEL SLEEVE (CLOSED END)
TO FIT DOWEL AND BE SECURED
TOP 1/8" NO
SEALING COMPOUND
CONTRACTION JOINT
1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT
HORIZONTALLY BY USE OF A MECHANICAL RIG.
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
4:41 PM C10
7/29/20
DETAIL SHEET
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DT
JOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS
5/19/2020INITIAL DESIGN
SAM'S LIGHT BASE
N.T.S.
DO NOT PAINT THE
CONCRETE LIGHT POLE
BASE- (SAM'S CLUB ONLY)
04/19/16 SAM'S LIGHT BASE
2"
6"
CONCRETE MANHOLE
PRE-CAST
GRADE LINE
CURVE AS POSSIBLE)
(PROVIDE AS LARGE A
BOTTOM OF GROOVE TO
MATCH PIPE INVERTS
GROOVE IN CONCRETE BASE
CAST IRON MANHOLE RING & COVER,
SEE SPECIFICATIONS.
GRADE RINGS AS REQUIRED
PRECAST CONCRETE CONE SECTION
GASKET BETWEEN ALL SECTIONS
IN NON-SHRINKING GROUT
PAINT EXTERIOR OF MANHOLE WITHIN 5" OF
JOINT WITH MASTIC WATERPROOFING.
RUBBER GASKET PER MANUFACTURER'S SPECS
DTMANPRE 12/21/04
N.T.S.
5" MIN.
VARIABLE
B
SEC. A-A
8" (MIN.)
5'-0"
B
NOTE: TOP OF MANHOLE TO BE LEVEL
WITH FINISH GRADE UNLESS OTHERWISE
NOTED OR DIRECTED BY THE ENGINEER.
(TYP.)
22" MIN.
SEC. B-B
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
4:41 PM C11
7/29/20
DETAIL SHEET
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DT
JOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS
5/19/2020INITIAL DESIGN
DTISOJNT 12-04-08
ISOLATION JOINT DETAILS
BACKER ROD AND SEALANT
SECTION AT FIXED STRUCTURE
ISOLATION JOINT
TYPICAL ROUND FIXED
STRUCTURE PLAN DETAIL
TYPICAL RECTANGULAR FIXED
STRUCTURE PLAN DETAIL
N.T.S.
TOOLED WITH 1/8" RADIUS
1/2" PREMOLDED JOINT FILLER
JOINT SEALANT PER SPECS
TOP OF
PAVEMENT
T/2 BUT NOT
LESS THAN 1/4"
BACKER ROD
SEALANT
T
1/2" SOFT PREFORMED
JOINT FILLER FULL
DEPTH OF PAVEMENT.
1'-6" (TYP)
1/2" SOFT PREFORMED
JOINT FILLER FULL DEPTH OF
PAVEMENT WITH BACKER
ROD AND SEALANT.
FIXED STRUCTURE
2-#4 TOP & BOT
11
2" CLR FROM TOP
21
2" CLR FROM BOT
2-#4 TOP & BOT
1" CLR FROM TOP
2" CLR FROM BOT
1" CLR
(TYP)
FIXED STRUCTURE
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
4:41 PM C12
7/29/20
DETAIL SHEET
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DT
JOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS
5/19/2020INITIAL DESIGN
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER
2. ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2" COVER,
LARGER SIZES TO HAVE 2" COVER.
3. REF SHEET C7 - DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS,
AND INVERTS.
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET.
CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX.
5. ALL REINFORCING BARS TO BE GRADE 60.
FUEL SPILL CONTAINMENT STRUCTURE
SUMP 4992.20
INV (OUT) 4995.08
TG 4999.71
VENT PIPE, REF SHEET
C7 - DRAINAGE PLAN
FOR CONTINUATION
150 GALLON FUEL
CONTAINMENT AREA
(MAX 620.88 GALLONS)
4.75' - NO JOINTS
WITHIN THIS ZONE
EIGHT (EIGHT) INCH OIL STOP VALVE,
CONTECH OR APPROVED EQUAL.
INV (IN) 4992.70
REF SHEET C7 - DRAINAGE PLAN FOR
NO. AND ORIENTATION
(HEAVY DUTY)
NEENAH R-1960
(LIGHT DUTY)
RING &
"A"
PLAN
NEENAH R-1737
CORNER BARS - SAME SIZE AND
SPACING AS HORIZONTAL BARS
COVER
"A"
CORNER BAR
90°
10"
KIOSK
200± SF FFE 5000.05
DO NOT ENTER DO NOT ENTER
S
2''W
UGE UGE
UGE UGE UGE UGE UGE
UGE
UGE UGE
JT
JT JT JT JT JT
JT JT
3/4''W 3/4''W 3/4''W
UGE
3/4''W
6''SS
6''SS
6''SS
6''SS
6''SS
OSV
77A 77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A
77A 77A 77A
77A 77A
77A
77A
77A
77A 77A
77A 77A 77A 77A 77A 77A
77A 77A 77A 77A
77A 77A
77A
77B
77B
77B
77B
77C
77C
77C
77C
77C
77C
77C
KIOSK
200± SF FFE 5000.05
DO NOT ENTER DO NOT ENTER
S
2''W
UGE UGE
UGE UGE UGE UGE UGE
UGE
UGE UGE
JT
JT JT JT JT JT
JT JT
3/4''W 3/4''W 3/4''W
UGE
3/4''W
6''SS
6''SS
6''SS
6''SS
6''SS
OSV
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,
FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT
DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
Not to Scale
SITE
WATER BUDGET CHART
HYDROZONE AREA (SF)
WATER NEEDS
(GALLON/SF)
ANNUAL WATER
USE (GALLONS)
HIGH 0 18 0
MODERATE 0 10 0
LOW 1462 3 4386
VERY LOW 0 0 0
TOTAL 1462 AVG: 365.5 4386
LOW HYDROZONE
HYDROZONE LEGEND
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
3:57 PM L2
7/15/20
LANDSCAPE HYDROZONES
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633
31493
31493-LP
JOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS
KIOSK
200± SF FFE 5000.05
S
2''W
UGE UGE
UGE UGE UGE UGE UGE
UGE
JT
JT JT JT JT JT
3/4''W 3/4''W 3/4''W
UGE
3/4''W
6''SS
6''SS
OSV
IRRIGATION EQUIPMENT TO BE LOCATED
INSIDE BUILDING. SEE BUILDING PLANS
FOR LOCATION.
M BF
MS
1 8.16
1"
2 1.59
1"
IRRIGATION SLEEVE
IRRIGATION SLEEVE
IRRIGATION SLEEVE
IRRIGATION SLEEVE
IRRIGATION SLEEVE
1.5" IRRIGATION MAINLINE
C RF
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,
FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT
DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
Not to Scale
SITE
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
3:57 PM L3
7/15/20
IRRIGATION PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633
31493
31493-LP
JOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS
5/19/2020INITIAL DESIGN
Know what'sbelow.
Call before you dig.
Know what'sbelow.
Call before you dig.
R
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW0
2:37 PM
7/23/20
SWPPP NOTES
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
7/23/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-CS
JOB # 31493 DRAWING: 31493-SWPPP-CS.dwg LAST SAVED BY: JYANG
USGS Quadrangle Map
Not to Scale
Vicinity Map
Not to Scale
SITE LOCATION
4700 BOARDWALK DRIVE
FORT COLLINS, CO
SWPPP PLANS FOR CONSTRUCTION OF
SAM'S CLUB FUEL STATION #6633-212
4700 BOARDWALK DRIVE
FORT COLLINS, COLORADO
GENERAL NOTES
A. PROJECT OFFICE WALL SWPPP POSTINGS:
THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE
PROJECT OFFICE:
1) SWPPP SITE MAPS (ALL PHASES);
2) SWPPP DETAIL SHEETS;
3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY;
4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS;
5) SITE SWPPP BINDER;
6) SWCT PLACARD;
7) CURRENT OWNER TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S);
AND
8) CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE
APPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION.
B. PERMITTED PROJECT AREA:
FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED
AS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS
AND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING AND
CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECT OFFICE
TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE.
OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY):
OFFSITE AREAS THAT EXTEND BEYOND THE SAM'S CLUB BOUNDARY AREA, BUT MUST BE INCLUDED WITHIN THE
PERMITTED AREA INCLUDE THE FOLLOWING:
- NO OFFSITE WORK ASSOCIATED WITH THIS PROJECT.
ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE
GC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN
covered cart return
covered cart return
VENT
ww
covered cart return
covered cart return
asphalt
concrete sidewalk
w
mb
CF CF
CF CF CF CF
CF CF
CF CF CF
CF
CF
PROPOSED CANOPY FOOTPRINT
PROPOSED BUILDING
FOOTPRINT
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
S
UGE UGE
UGE
UGE UGE UGE
JT JT
JT JT JT
OSV
VENT
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
6''SS
6''SS
6''SS
www
m
b
CF CF
CF CF CF CF
CF CF
CF CF CF
CF
CF
DATE
Engineering Associates, Inc.
REVISIONS
SWPPP IMPLEMENTATION
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW1
3:16 PM
8/4/20
SEQUENCE AND LIMITS OF WORK
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
ww
covered cart return
covered cart return
asphalt
concrete sidewalk
w
mb
5006
5005
5004
5003
5003
5002
5001
5000
4999
4998
4997
4995
4996
4997
4998
4999
5000
5001
5002
5000
5001
5002
5003
5005
5004
5003
5002
5001
5000
4999
4998
4997
4997
4998
3.9%
2.0%
4.6%
3.1%
2.0%
1.4%
1.1% 1.2%
0.5%
0.8%
0.5%
0.3%
2.1% 2.3%
1.3%
4.5%
0.7%
1.1%
0.8% 0.6%
2.1%
0.4%
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
S
UGE
UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE
JT
JT JT JT
JT JT JT JT JT JT
OSV
VENT
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
6''SS
6''SS
6''SS
6''SS
6''SS
6''SS
6''SS
ww
w
mb
5006
5005
5004
5003
5003
5002
5001
5000
4999
4998
4997
4995
4996
4997
4998
4999
5000
5001
5002
5000
5001
5002
5003
5005
5004
5003
5002
5001
5000
4999
4998
4997
TEMPORARY CONTROL MEASURES
SITE CONSTRUCTION
STORM FACILITIES
STRIP & STOCKPILE TOPSOIL
FOUNDATION / BUILDING CONSTRUCTION
TEMPORARY CONSTRUCTION EXITS
SEDIMENT CONTROL BASIN(S)/TRAP(S)
FINISH GRADING
LANDSCAPING/SEED/FINAL STABILIZATION
PERMANENT CONTROL STRUCTURES
ROUGH GRADING
DEC
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE
SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV JAN FEB MAR APR MAY JUN
1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION.
2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE.
JUL AUG SEP OCT NOV DEC
LAST REVISED:
APRIL 30, 2011
WAL-MART
STANDARD
DETAIL
1
2
3
4
5
SAM'S CLUB PROPERTY AREA
PERMITTED AREA WITHIN SAM'S CLUB PROPERTY
PERMITTED AREA OUTSIDE OF SAM'S CLUB PROPERTY
TOTAL PERMITTED PROJECT AREA (MUST MATCH NOI)
IMPERVIOUS AREA BEFORE PROJECT 0.91
0.99
0.00
0.99
11.95
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
ACREAGE SUMMARY
(IN ACRES)
OFF-SITE DRAINAGE AREA
OFF-SITE RUN ON AREA A 0.39
AVERAGE
SLOPE
MAXIMUM
SLOPE
AREA COVER TYPE
(ACRES)
1% 4%
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
OFF-SITE RUN-ON SUMMARY
1.57
TEMPORARY DOUBLE GATE
6'
N.T.S.
(2" TYP.)
PAVING
ENDURO SHADE CLOTH BY HENDEE
ENTERPRISES, INC. (OR EQUAL)
TEL:1-800-231-7275
TCF1PS ONE PEG STABILIZER
OR TCF2PS TWO PEG STABILIZER
(OR APPROVED EQUAL)
CONTRACTOR TO PROVIDE BASE
WEIGHT AS REQUIRED TO ENSURE
FENCE WILL NOT MOVE OR
OVERTURN DUE TO WIND LOADS.
TCF612 6'hx12'w PORTABLE
TEMPORARY CONSTRUCTION
FENCE PANEL
(OR APPROVED EQUAL)
8'
CONTRACTOR TO PROVIDE TEMPORARY
CONSTRUCTION FENCE PANELS AND
STABILIZERS ALONG WITH ANY OTHER
MATERIALS TO ADEQUATELY
CONSTRUCT AND STABILIZE FENCE.
REFERENCE ACADEMY FENCE COMPANY
WEB SITE @ www.academyfence.com
OR CALL 1-800-427-0854.
8'
LATCH WITH LOCK
(TYP. ALL GATES)
CF
TEMPORARY FENCE
N.T.S.
(2" TYP.)
PAVING
ENDURO SHADE CLOTH BY HENDEE
ENTERPRISES, INC. (OR EQUAL)
TEL:1-800-231-7275
12'
6'
TCF1PS ONE PEG STABILIZER
OR TCF2PS TWO PEG STABILIZER
(OR APPROVED EQUAL)
CONTRACTOR TO PROVIDE BASE
WEIGHT AS REQUIRED TO ENSURE
FENCE WILL NOT MOVE OR
OVERTURN DUE TO WIND LOADS.
TCF612 6'hx12'w PORTABLE
TEMPORARY CONSTRUCTION
FENCE PANEL
(OR APPROVED EQUAL)
CONTRACTOR TO PROVIDE TEMPORARY
CONSTRUCTION FENCE PANELS AND
STABILIZERS ALONG WITH ANY OTHER
MATERIALS TO ADEQUATELY
CONSTRUCT AND STABILIZE FENCE.
REFERENCE ACADEMY FENCE COMPANY
WEB SITE @ www.academyfence.com
OR CALL 1-800-427-0854.
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW6
12:40 PM
8/4/20
SWPPP DETAIL SHEET 2
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
7/23/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-DT
JOB # 31493 DRAWING: 31493-SWPPP-DT.dwg LAST SAVED BY: JYANG
NOTES:
1. VERIFY WITH CEC WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER
DISCHARGES UNDER THE GENERAL PERMIT AND OTHER REGULATIONS. OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS
REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS TABLE BELOW. GC
MUST COMPLETE COLUMNS 3 AND 4.
2. GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING
DEWATERING ACTIVITIES.
3. DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION
PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG, SEDIMENT TRAP OR SEDIMENT BASIN,
AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. UNDER NO
CIRCUMSTANCES ARE DISCHARGES FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS,
STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM SEWER
SYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES
FROM DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE
DISCHARGE RUNOFF.
4. IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM THE SURFACE OF THE
CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY REMOVE THE WATER AT THE SURFACE.
5. DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY.
6. DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE EVALUATED ON
CASE BY CASE BASIS. CONTACT THE CEC AND RECEIVE WRITTEN APPROVAL.
DW
WALMART
STANDARD
DETAIL
DEWATERING
GOVERNING AGENCY PERMIT NAME/TYPE PERMIT NO.
(GC TO COMPLETE)
DATE PERMIT WAS
ISSUED BY AGENCY
(GC TO COMPLETE)
REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS
1 2 3 4
LAST REVISED:
JUNE 2012
NOTES:
1. ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS INFEASIBLE OR
UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF SPACE IS NOT AVAILABLE ON-SITE FOR
TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OF
TOPSOIL AT AN OFF-SITE LOCATION OR TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE
AUTHORIZED BY THE CEC).
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW7
12:40 PM
8/4/20
SWPPP DETAIL SHEET 3
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
7/23/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-DT
JOB # 31493 DRAWING: 31493-SWPPP-DT.dwg LAST SAVED BY: JYANG
NOTES:
1. THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GC AND
SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE, AND REPAIR AREAS SHALL BE PROTECTED
BY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 FEET OF ANY WATERWAY, WATER BODY OR WETLAND, AND
SHALL OCCUR IN AREAS LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLE
MAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE HAZARDOUS MATERIAL
MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET.
2. USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, BUILDINGS, PAVEMENT
SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
EQUIPMENT AND VEHICLE
EMA
CLEANING AND MAINTENANCE AREAS
LAST REVISED:
JUNE 2012
WALMART
STANDARD
DETAIL
NOTES:
1. CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING SEED.
2. SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE. SEED AND MULCH PER THE
CONSTRUCTION DRAWINGS AND THE 02900 PLANTING SPECIFICATION IMMEDIATELY AFTER TOPSOIL IS APPLIED AND FINAL GRADE IS
REACHED.
3. THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR PAVEMENT, OTHER
LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OF GRASS WITH A MINIMUM OF 80 PERCENT DENSITY OVER THE
ENTIRE VEGETATED AREA, OR GREATER IN ACCORDANCE WITH THE GENERAL PERMIT REQUIREMENTS.
4.
5. VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS REQUIREMENT.
6. THE VEGETATIVE DENSITY MUST BE MAINTAINED THROUGH PROJECT COMPLETION TO BE CONSIDERED STABILIZED. AREAS
PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED UNTIL THE APPLICABLE GENERAL PERMIT
REQUIREMENT FOR FINAL VEGETATIVE DENSITY IS ACHIEVED.
7. RIP-RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION MEASURES MAY BE
EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN AND GOVERNING AUTHORITY APPROVAL.
8. ALL VEGETATED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED.
SVR
N.T.S.
FORT COLLINS, CO
EXISTING HPS LUMINARIES ONLY
UNVERIFIED MOUNTING HEIGHTS
TARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATION
Phillip Bejarano - SLDP June'11
EXISTING AND RELOCATED POLE LOCATIONS
SAM'S CLUB Engineering Associates, Inc.
L
uminaire Schedule
Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum.
Lumens
BUG Rating
24 A SINGLE 0.864 CRUS-SC-LED-LW-CW MTD @ 15' 87.9 10871 B3-U0-G1
3 (E) D BACK-BACK 0.700 (E) (2) 400S ON (E) POLE 936 59864 B5-U0-G3
2 (E) S SINGLE 0.700 (E) 400S ON (E) POLE 468 29932 B5-U0-G3
Calculation Summary Illuminance Foot-candles
Label Avg Max Min Max/Min
Fuel Station 5.38 8.97 1.53 5.86
Limited 3.42 5.02 1.25 4.02
Main parking 3.99 6.21 1.48 4.20
A A
A A
A A
A A
A A
A A
A A
A A
A A
A A
A A
A A
(E) D
(E) D
(E) S
(E) S
(E) D
2.58 3.71 5.03 5.79 6.63 7.14 7.25 6.94 6.30 5.66 4.25 3.02
3.64 5.83 7.54 8.52 8.78 8.97 8.89 7.59 5.52 3.44
6.50 4.55
6.36
7.82
8.45
8.37
7.16
5.59 5.61
2.54 3.99 5.00 5.23 5.33 5.61 6.04 6.48 6.27 5.22 4.10
1.53 2.21 2.79 3.06 2.83 3.08 4.00 4.31 4.42 4.05 3.74
1.33 1.96 2.57 3.01 2.83 3.06 3.87 4.29 4.35 3.83 3.39
1.35 2.07 2.93 3.21 3.60 3.55 3.89 4.35 4.54 4.49 3.92 3.13
1.36 2.33 3.10 3.99 4.14 4.09 4.30 4.68 5.01 4.35 3.67 2.72
1.35 2.17 3.24 4.02 4.45 4.89 5.02 4.84 4.64 4.12 3.11 2.24
1.26 2.03 3.14 3.81 4.70 3.99 4.09 4.92 4.19 3.61 2.53 1.76
1.25 2.01 3.10 3.81 4.65 4.30 4.35 4.77 4.02 3.35 2.29 1.52
4.43 3.97 3.05 2.34 1.75 1.48 1.50 1.83 2.24 2.41 2.52 2.29
4.65 4.46 3.64 3.08 2.54 2.22 2.22 2.62 2.89 3.22 3.02 2.88
4.89 4.80 4.56 4.11 3.38 3.02 3.04 3.39 3.87 3.95 3.59 3.48
4.55 4.85 5.02 4.67 4.55 4.21 4.22 4.62 4.59 4.61 4.16 3.65
3.87 4.55 4.79 5.16 4.92 4.78 4.83 5.13 5.40 5.02 4.34 3.74
3.00 3.71 4.48 5.02 5.39 5.81 5.95 5.78 5.58 5.21 4.29 3.37
FORT COLLINS, CO
EXISTING HPS LUMINARIES ONLY
UNVERIFIED MOUNTING HEIGHTS
TARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATION
Phillip Bejarano - SLDP June'11
EXISTING AND RELOCATED POLE LOCATIONS
Engineering Associates, Inc.
SITE PLAN
SAM'S CLUB
Luminaire Schedule
Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum.
Lumens
BUG Rating
24 A SINGLE 0.864 CRUS-SC-LED-LW-CW MTD @ 15' 87.9 10871 B3-U0-G1
3 (E) D BACK-BACK 0.700 (E) (2) 400S ON (E) POLE 936 59864 B5-U0-G3
2 (E) S SINGLE 0.700 (E) 400S ON (E) POLE 468 29932 B5-U0-G3
(E) D
(E) D
DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT.
VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING.
NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BE
RELOCATE TWO (E) D TO
NEW LOCATIONS INDICATED.
E
Date
Date
Date Description
Description
Description
By
By
By
REVISIONS
532 West 66th Street, Loveland, Colorado 80538
PLS Corporation
CLIENT
Party Chief
Print Date
Field Date
PLS
PM
ST
Phone: 970.669.2100 - Info@plscorporation.com
TITLE
PROJECT NO. SHEET NO.
NO. OF
SHEETS
P:\Project\2019\19096\dwg\19096.dwg December 04, 2019 - 2:23pm
NOTICE: According to Colorado law you must commence any legal
action based upon any defect in this survey within three years after you
first discover such defect. In no event, may any action based upon any
defect in this survey be commenced more than ten years from the date
of the certification shown hereon.
December 04, 2019
ADS
November 5, 2019
MBS
MBS
MDG/ADS
CEI Engineering Associates, Inc HARMONY MARKET P.U.D., FIRST FILING, Lot 1
Topographic Survey Plat
Section 1, Township 6 North, Range 68 West, 6th P .M., Larimer County, Colorado
19096.001 1 2
LEGAL DESCRIPTION - based on title work:
A portion of Lot 1, Harmony Market P.U.D., First Filing, in the City of Fort Collins, County of Larimer, State of Colorado.
TITLE COMMITMENT NOTES:
PLS Corporation relied upon Commitment Number: 19000033022,
Commitment Date: May 28, 2019 at 5:30 p.m., provided by Stewart Title Guaranty Company.
SCHEDULE B-1:
PLS Corporation did not address or research these Items.
SCHEDULE B- SECTION 2 EXCEPTIONS:
Items 1-9: PLS Corporation did not address or research these Items.
10. Terms, provisions, options, rights of first refusal, covenants, conditions, restrictions, easements, charges,
assessments and liens provided in the Covenants, Conditions and Restrictions recorded April 20, 1977 Book
1763 at Page 510, but omitting any covenant, condition or restriction, if any, based on race, color, religion, sex,
handicap, familial status, or national origin unless and only to the extent that the covenant, condition or restriction
(a) is exempt under Title 42 of the United States Code, or (b) relates to handicap, but does not discriminate
against handicapped persons.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
11. All matters as shown on the plat of Harmony Market P.U.D., First Filing, recorded May 31, 1989 at Reception No.
89023900.
APPLIES, SHOWN HEREON
12. Notice of Planning and Zoning Board of the City of Fort Collins recorded May 31, 1989 at Reception No.
89023901.
w
MB w
stop sign
stop sign stop sign
stop sign
stop sign stop sign
stop sign
stop sign
metal chase
covered cart return
covered cart return
storm grate
rim = 4996.62'
18" RCP inv. (S) = 4994.40'
speed bump
outback curbside
pickup sign
concrete sidewalk
concrete
asphalt
asphalt
asphalt
concrete sidewalk
concrete sidewalk concrete sidewalk
concrete
sidewalk
yield to
pedestrian sign
approximate
boundary of Lot 1
20' AUE
ADE
ADE
ADE
10' AUE
w
MB
MB
TV
storm grate
rim = 4996.35'
18" RCP inv. in (N) = 4993.95'
18" RCP inv. out (W) = 4993.84'
covered cart return
large snow pile at
time of survey
stop sign
concrete sidewalk
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign stop sign
trash
enclosure
pillars
planters
concrete sidewalk
concrete sidewalk
5006
5005
5004
5003
5003
5002
5001
5000
4999
4998
4997
4995
4996
4997
4998
4999
5000
5001
5002
5000
5001
5002
5003
5004
5005
5004
5003
5002
5001
5000
4999
4998
4997
4997
building
building
15"
3"
14
10"
14"
6"
14"
12" 12"
12" 12"
10" 10"
10" 10"
15"
14"
15"
15"
18"
9"
4"
14"
18"
12"
15"
14"
10"
12" 10" 10"
12"
12"
14" 10" 12"
14"
15"
14"
12"
12"
12"
12"
12"
12"
10" 12" 10"
10"
12"
15"
12"
15"
15"
15"
18"
14"
12"
14"
10"
10"
14"
12"
10"
12"
10"
14"
14"
10"
10"
12"
Date
Date
Date Description
Description
Description
By
By
By
REVISIONS
532 West 66th Street, Loveland, Colorado 80538
PLS Corporation
CLIENT
Party Chief
Print Date
Field Date
PLS
PM
ST
Phone: 970.669.2100 - Info@plscorporation.com
TITLE
PROJECT NO. SHEET NO.
NO. OF
SHEETS
P:\Project\2019\19096\dwg\19096.dwg December 04, 2019 - 2:23pm
NOTICE: According to Colorado law you must commence any legal
action based upon any defect in this survey within three years after you
first discover such defect. In no event, may any action based upon any
defect in this survey be commenced more than ten years from the date
of the certification shown hereon.
December 04, 2019
ADS
November 5, 2019
MBS
MBS
MDG
CEI Engineering Associates, Inc HARMONY MARKET P.U.D., FIRST FILING, Lot 1
Topographic Survey Plat
Section 1, Township 6 North, Range 68 West, 6th P .M., Larimer County, Colorado
19096.001 2 2
Scale 1 inch = 20 feet
20 0 10 20 40
w
ADE
NOTES:
1. This is not an ALTA/NSPS Land Title Survey.
2. No improvements, other than those shown, were located this date.
3. No offsite improvements, other than those shown, were located this date.
4. Elevations are based on NAVD 88 derived from a GPS OPUS solution.
5. Distances shown are in U.S. Survey Feet.
sign
water valve
water meter
light pole
underground electric line
underground water line
access and drainage easement
access and utility easement
LEGEND:
AUE
telecommunications pedestal
TV cable TV pedestal
Topographic Survey Plat
sanitary sewer manhole
sanitary sewer clean-out
underground storm line
deciduous tree (sizes shown hereon)
Dec. 4, 2019 ADS added trees
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
13. Site and Landscape Covenants recorded May 31, 1989 at Reception No. 89023902.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
14. Terms, provisions, options, rights of first refusal, covenants, conditions, restrictions, easements, charges,
assessments and liens provided in the Declaration of Establishment of Protective Covenants, Conditions and
Restrictions and Grants of Easements recorded June 1, 1989 at Reception No. 89024111, First Amendment
recorded December 11, 1990 at Reception No. 90056719 and Second Amendment recorded January 22, 1991 at
Reception No. 91002702, but omitting any covenant, condition or restriction, if any, based on race, color, religion,
sex, handicap, familial status, or national origin unless and only to the extent that the covenant, condition or
restriction (a) is exempt under Title 42 of the United States Code, or (b) relates to handicap, but does not
discriminate against handicapped persons.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
15. Terms, provisions, options, rights of first refusal, covenants, conditions, restrictions, easements, charges,
assessments and liens provided in the Amended and Restated Declaration of Establishment of Protective
Covenants, Conditions and Restrictions and Grants of Easements recorded December 7, 1992 at Reception No.
92078372, but omitting any covenant, condition or restriction, if any, based on race, color, religion, sex, handicap,
familial status, or national origin unless and only to the extent that the covenant, condition or restriction (a) is
exempt under Title 42 of the United States Code, or (b) relates to handicap, but does not discriminate against
handicapped persons.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
16. Terms and conditions of a revocable license granted by Oak Farm, Inc. to Pace Membership Warehouse, Inc.
recorded June 1, 1989 at Reception No. 89024112.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
17. Harmony Road Landscape Buffer Agreement recorded June 1, 1989 at Reception No. 89024113.
Affidavit recorded September 4, 1990 at Reception No. 90039979.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
18. Terms and provisions of the lease from Benenson Capital Company, a New York general partnership, lessor, to
Pace Membership Warehouse, Inc., a Colorado corporation, lessee, a memorandum of which is recorded
February 1, 1990 at Reception No. 90004725.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
19. Deed of Trust and Security Agreement dated October 17, 2000, executed by Benenson Boardwalk Ft Collins Co,
LLC, a Delaware limited liability company, to the Public Trustee, to secure an indebtedness of $3,875,000.00 in
favor of Royal Indemnity Company, a Delaware corporation, recorded October 23, 2000 at Reception No.
2000072608.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
20. Absolute Assignment of Rents and Leases recorded October 23, 2000 at Reception No. 2000072609.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
21. Financing Statement from Benenson Boardwalk Ft Collins Co, LLC, debtor, to Royal Indemnity Company,
secured party, recorded November 13, 2000 at Reception No. 2000077666.
APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY
TABLE A ITEMS:
1. Monuments placed or found: as shown hereon. Not Applicable
2. Address: 4700 Boardwalk Drive
Fort Collins, CO 80525
(per assessors)
3. Flood zone classification: Zone X (area of minimal flood hazard)
Flood Insurance Rate Map 08069C1000F, dated Dec. 19, 2006
4. Gross land area: Not Applicable
5. Vertical relief: as shown hereon
source of information: NGS OPUS solution
contour interval: 1' minor, 5' major
datum: NAVD 88
7(a). Exterior dimensions of all buildings at ground level: there are no buildings in the
surveyed area.
7(b). Square footage of exterior footprint of all buildings at ground level: there are no
buildings in the surveyed area.
7(c). Measured Height of all buildings above grade at a specified location: there are no
buildings in the surveyed area.
8. Substantial features observed in the process of conducting the fieldwork: as shown
hereon.
9. Number and type of clearly identifiable parking spaces on surface parking areas,
lots and in parking structures: 139 regular spaces on the surveyed area (not
counting the 4 spaces covered by cart returns).
10. As designated by the client, a determination of the relationship and location of
certain division or party walls with respect to adjoining properties: there are no
buildings in the surveyed area.
11. Location of utilities existing on or serving the surveyed property as determined by
markings requested by the surveyor: as shown hereon.
13. Names of adjoining owners according to current tax records: as shown hereon.
15. Rectified orthophotography, photometric mapping, remote sensing, airborn/mobile
laser scanning and other similar products: declined by client.
16. Evidence of recent earth moving work, building construction, or building additions
observed in the process of conducting the fieldwork: None.
17. Proposed changes in street right-of-way lines or evidence of recent street or
sidewalk construction or repair: None.
18. If there has been a field delineation of wetlands conducted by a qualified specialist:
no wetlands determinations were made this date.
19. Include any plottable offsite easements or servitudes disclosed in documents: as
shown hereon.
20. Professional Liability Insurance policy obtained by the surveyor in the minimum
amount of $ to be in effect throughout the contract term: satisfied.
21. The surveyor shall graphically depict and give the recording information for any
easements identified in the title commitment or Ownership and Encumbrance
Report of which the Surveyor has knowledge, even if it does not appear in the title
commitment or Ownership Encumbrance Report: as shown hereon.
NOTES:
1. This is not an ALTA/NSPS Land Title Survey.
2. No improvements, other than those shown, were located this date.
3. No offsite improvements, other than those shown, were located this date.
4. Elevations are based on NAVD 88 derived from a GPS OPUS solution.
5. Distances shown are in U.S. Survey Feet.
SURVEYOR'S STATEMENT
I, M. Bryan Short, a duly registered Professional Land Surveyor in the State of
Colorado, do hereby state that this Topographic Survey Plat truly and correctly
represents the results of a topographic survey made by me under my direction.
Topographic Survey Plat
Dec. 4, 2019 ADS added trees
2.42 3.28 4.40 5.00 5.81 4.48 4.62 6.21 5.70 5.14 4.10 3.21
DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT.
VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING.
NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BE
RELOCATE TWO (E) D TO
NEW LOCATIONS INDICATED.
RECOMMEND ALLOWING MIN VALUES
BELOW REQUIRED LEVELS AS-IS.
CAN BE CORRECTED UNDER FUTURE
LED UPGRADE OF SITE LIGHTING.
E
Fuel Station
Limited
Main parking
Fuel Station
PHOTOMETRIC PLAN
LAST REVISED:
JUNE 2012
WALMART
STANDARD
DETAIL
SEEDING/VEGETATION REQUIREMENTS
NOTES:
1. PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVEMENT, BUILDING
STRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION.
2. THE GC IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON REACHING FINAL GRADE. FOR
THOSE AREAS NOT AT FINAL GRADE THAT WILL NOT BE DISTURBED FOR GREATER THAN 14 DAYS, THE CONTRACTOR SHOULD INITIATE
TEMPORARY STABILIZATION PER THE TEMPORARY SEEDING OR STABILIZATION DETAIL.
3. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER
REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION
OF STABILIZATION TO COMPLETELY INSTALL NON-VEGETATED MEASURES, IF UTILIZED.
4. SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED. SEE 02900 SPECIFICATION FOR INSTRUCTION ON PROPER SOIL
PREPARATION.
5. AT THE COMPLETION OF GROUND-DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE COVER MEETING
VEGETATIVE DENSITY REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH PER LANDSCAPE PLAN, IN ALL AREAS NOT COVERED BY
HARDSCAPE (STONE, PAVEMENT, BUILDINGS, ETC.).
6. SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION CONTROL PRODUCT. STRAW
MULCH MUST BE TACKIFIED OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED EROSION CONTROL PRODUCTS MUST BE
INSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN
FLOW CONVEYANCES.
7. ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS. SEE 02900 SPECIFICATION FOR
INSTRUCTION ON PROPER SEEDING REQUIREMENTS.
8. FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT STABILIZATION WITH A
UNIFORM DENSITY GREATER THAN 80 PERCENT OVER THE ENTIRE AREA TO BE STABILIZED BY VEGETATIVE COVER. THIS AREA IS
EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A
BUILDING OR OTHER PERMANENT STRUCTURE ON THEM.
PS
N.T.S.
PERMANENT SEEDING, SOD, OR MULCHING
TS
N.T.S.
LAST REVISED:
JUNE 2012
WALMART
STANDARD
DETAIL
TEMPORARY SEEDING OR STABILIZATION
NOTES:
1. THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY CLEARING,
GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE,
OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14
CALENDAR DAYS.
2. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY
OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS
FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON-VEGETATED MEASURES, IF UTILIZED.
3. ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN
VARIETIES APPROPRIATE FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR ALL SEEDING APPLICATIONS,
AND ALL MULCH APPLICATIONS MUST INCLUDE A SUITABLE FORM OF MULCH ANCHORING TO MINIMIZE MOVEMENT OF MULCH
BY WIND OR WATER.
4. ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED MULCH APPLICATION (WITHOUT SEEDING), MAY BE
UTILIZED DURING PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G. WINTER MONTHS).
5. IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY TIME DURING THE YEAR, REGARDLESS OF
WEATHER/TEMPERATURE/SITE CONDITIONS.
6. ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY MULCH, WOOD
CELLULOSE FIBER MULCH, SPRAY-ON SOIL GLUES/BINDERS, AND ROLLED EROSION CONTROL PRODUCTS.
7. ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM) STATUS ISSUED BY THE EROSION CONTROL
TECHNOLOGY COUNCIL (ECTC) PLUS ANY STATE OR AGENCY-SPECIFIC REQUIREMENTS. EVIDENCE OF QDOR(TM) APPROVAL
SHALL ACCOMPANY THE PRODUCT SHIPPED TO THE JOBSITE FOR READY IDENTIFICATION BY THE CONTRACTOR OR AGENCY
INSPECTOR.
8. ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED MATES) AND VEGETATED AREAS NOT MEETING
REQUIRED VEGETATIVE DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED DAILY. RILING, RUTTING AND OTHER SIGNS
OF EROSION INDICATE THE SPECIFIED EROSION CONTROL DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND/OR
ADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED.
9. ROLLED EROSION CONTROL PRODUCTS MUST BE INSTALLED AND ANCHORED IN ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. NORTH AMERICAN GREEN S150 IS RECOMMENDED ON ALL SLOPES GREATER THAN 3:1 AND WITHIN
TEMPORARY EROSION BMPs SUCH AS DIVERSION DIKES, DIVERSION CHANNELS, SEDIMENT TRAPS, SEDIMENT BASINS, ETC.
10. GC TO IMPLEMENT TEMPORARY STABILIZATION AS FOLLOWS: 1) BROADCAST SEED OVER DISTURBED AREA, 2) INSTALL NORTH
AMERICAN GREEN S150 PER MANUFACTURER INSTRUCTIONS, AND 3) WATER AREA IN ACCORDANCE WITH THE 02900
SPECIFICATION IN ORDER TO GERMINATE AND ESTABLISH VEGETATION.
11. TEMPORARY SEED MIX SHALL BE SELECTED BASED ON BELOW CHART:
MARCH 15 - AUGUST 31 100% HULLED COMMON BERMUDA 5LBS
DATE RANGE STABILIZATION TECHNIQUE SEED WEIGHT / 1,000 SF
SEPTEMBER 1 - MARCH 14 100% ANNUAL RYE GRASS 5LBS
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
2. ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE STOCKPILE MUST BE
PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR STABILIZATION DETAIL. SUITABLE
ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY ANCHORED PLASTIC TARPS.
3. PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH STORMWATER,
INCLUDING RUN-ON.
4. STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS PRACTICABLE FROM
STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
5. STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS.
WALMART SP
STANDARD
DETAIL
LAST REVISED: STOCKPILES
JUNE 2012
NOTES:
1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP AND
CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOIL
ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER.
2. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST
GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURER
RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. ONLY
SWPPP-SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; ANY CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST
BE APPROVED, IN WRITING, BY THE CEC.
3. DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE FEDERAL, LOCAL AND STATE
DUST CONTROL REGULATIONS.
4. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
5. IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR
OTHER PARTICLES FROM OCCURRING.
WALMART DC
STANDARD
DETAIL
LAST REVISED: DUST CONTROL
JUNE 2012
NOTES:
1. USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES DISCHARGES FROM
THE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS DUST CONTROL, VEGETATIVE
ESTABLISHMENT, ETC.
2. CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON-SITE FOR CONSTRUCTION PURPOSES DOES NOT
DISCHARGE OFF-SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING PROCEDURES STATED IN THE DEWATERING DETAIL
MUST BE FOLLOWED.
3. GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN IMPOUNDMENTS AND TO FOSTER
VEGETATION GROWTH.
WALMART
STANDARD
DETAIL
LAST REVISED:
JUNE 2012
IP INLET PROTECTION
NOTES:
1. STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS.
2. TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED.
3. TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY.
4. CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT.
5. CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION AT ALL TIMES.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
NOTES:
1. THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FOR
CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLE WALLED,
SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARY
CONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE
REGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, AND
COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL STORED AND CAPABLE OF
CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER THAN THE MAXIMUM ANTICIPATED TIME
SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE
PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THE
AGGREGATE, WHICHEVER IS LARGER.
2. THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT. FUEL
STORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS FOR SIGNAGE, FIRE EXTINGUISHERS, ETC.
HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING
CONDITION AT ALL TIMES. TANKS SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGE
FEATURES. THE LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS.
3. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGE
CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE.
4. CONTAINERS WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE
CAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL
POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112, (40 CFR 112).
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
TP TEMPORARY PARKING
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
NOTES:
1. THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, ALL MASONRY TOOLS,
MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX, AND EQUIPMENT SHALL BE LOCATED
WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF
EACH WORK DAY; SUCH MATERIALS SHALL REMAIN STORED IN CONTAINERS WHEN NOT IN USE.
2. RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF CONTAINMENT SHALL BE PROVIDED TO
PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA. COVERED RECEPTACLES FOR DEBRIS AND
TRASH DISPOSAL SHALL ALSO BE PROVIDED.
3. THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE EQUIPMENT (PPE),
FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR MASONS' AREA TO PREVENT AIRBORNE
TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF
THE MASONS' AREA SHALL BE SHOWN ON THE SITE MAPS.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
NOTES:
1. MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER. INSPECTIONS SHALL
EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE
POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALS
MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE
CONSTRUCTED, IF NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND LOCAL
REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS.
2. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT
DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS OR INSIDE OF STORAGE FACILITIES. RUNOFF
CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID
WASTE AND CHEMICAL DISPOSAL FACILITY.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
NOTES:
1. PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS.
2. COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY.
3. PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH STATION WHEN
NEEDED.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
NOTES:
1. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM
REGULATIONS. PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS, CHANNELS, SWALES, OR PERMITTED LIMITS OF
DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET FROM WATERS OF THE STATE, OR WATERS OF THE U.S.. PORTABLE TOILETS
MUST BE SECURELY ANCHORED AND/OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL BE
RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES SHALL BE SHOWN ON THE
SITE MAPS.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
FUEL AND PETROLEUM
FPSU
STORAGE AND USE
MA MASONS' AREA
CW
CEMENT AND CONCRETE WASHOUT
MATERIAL LAYDOWN
AND STORAGE AREA
PSW
PAINT AND STUCCO WASHOUT
SAF SANITARY FACILITIES
NOTES:
1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY ANY MEANS
NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES
SHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH
THE REGULATIONS.
2. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL
SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED
IN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.
MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO
DRAINAGE DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN
THOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALL
BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED
IN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON
THE SITE MAPS.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
SWD
SOLID WASTE DISPOSAL
NOTES:
1. THIS SECTION INCLUDES THE CONTROLS OF POLLUTANTS OTHER THAN SEDIMENT AND ADDITIONAL REQUIREMENTS OF THE
GENERAL PERMIT.
2. NO ADDITIONAL POLLUTANT CONTROLS ARE ANTICIPATED FOR THIS PROJECT.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
OPC
OTHER POLLUTANT CONTROLS
NOTES:
1. CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES.
2. HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED ACCESS.
3. HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
4. HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS.
HWD
HAZARDOUS WASTE DISPOSAL
NOTES:
1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY-MIX TRUCKS, MASONRY OPERATIONS, AND
SIMILAR WASTE.
2. NO LOCAL AND/OR STATE REQUIREMENTS PROHIBIT THE USE OF CONCRETE WASHOUT-OUT PITS.
3. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS ALLOWED AT THE
CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT CONTAINERS ARE
ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST BE
LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND
IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY
MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR
EXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM
EVENT.
4. ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETE
PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS,
AND ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE
SHOWN ON THE SITE MAPS.
LAST REVISED:
JUNE 2013
WALMART
STANDARD
DETAIL
MLS
ID
IRRIGATION OR DISPERSION
N/A N/A N/A N/A
NOTES:
1. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE).
THIS MAY REQUIRE PERIODIC TOP DRESSING OR SWEEPING (IF LOCATED ON PAVEMENT) OF THE TEMPORARY PARKING AREA
AS CONDITIONS DEMAND IN ORDER TO PREVENT TRACK OUT OF SEDIMENT.
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
CF
COPY OF
WAL-MART NOI
COPY OF
WAL-MART
PERMIT
AUTHORIZATION
COPY OF
WAL-MART
CONSTRUCTION
SITE NOTICE
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP
DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE.
4' (MINIMUM)
4' (MINIMUM)
3' (MINIMUM)
SIGN TO BE CONSTRUCTED OF A RIGID
MATERIAL, SUCH AS PLYWOOD OR
OUTDOOR SIGN BOARD. SIGN MUST
BE CONSTRUCTED IN A MANNER TO
PROTECT DOCUMENTS FROM
DAMAGE DUE TO WEATHER (WIND,
SUN, MOISTURE, ETC.).
"SWPPP INFORMATION" MUST BE
DISPLAYED PROMINENTLY ACROSS
THE TOP OF THE SIGN, AS SHOWN IN
THE DETAIL.
SIS
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
SWPPP INFORMATION SIGN
N.T.S.
3' (MINIMUM)
NOTES:
1. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF
THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO
CAUSE A TRAFFIC SAFETY HAZARD.
2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND
UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT.
3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE
WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY.
4. CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS
REQUIRED BY THE GOVERNING AGENCIES.
5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSES
SHALL BE POSTED ON THE SWPPP SIGN.
6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY.
7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN.
IP5
INLET PROTECTION FILTER SACK
WALMART
STANDARD
DETAIL
LAST REVISED:
APRIL 30, 2011
GEOTEXTILE BAG
OVERFLOW HOLES
LOOPS SIZED FOR 1" REBAR.
USE REBAR FOR A HANDLE TO
EMPTY FILTER SACK AT A
SEDIMENT COLLECTION
LOCATION.
LOOPS SIZED FOR
RECTANGULAR BAR 2"X1/4".
LIFT FILTER BAG FROM INLET
USING RECTANGULAR BAR FOR
HANDLES.
2"X2"X3/4" RUBBER
BLOCK (TYP)
(FILTER SACK INSTALLED)
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
PROPERTIES TEST METHOD UNITS
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
300 LBS
20 %
120 LBS
800 PSI
120 LBS
80 %
40 US SIEVE
40 GAL/MIN/SQ FT
0.55 SEC -1
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
PROPERTIES TEST METHOD UNITS
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
265 LBS
20 %
135 LBS
420 PSI
45 LBS
90 %
20 US SIEVE
200 GAL/MIN/SQ FT
1.5 SEC -1
FRAME TO HOLD
FILTER BAG IN PLACE
1/4" BRIGHTLY
COLORED NYLON
ROPE EXPANSION
RESTRAINT
ISOMETRIC VIEW
SECTION VIEW
FOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE EXPECTED TO
BE VERY LOW. FILTER SACK MUST HAVE OVERFLOW HOLES TO PREVENT
PONDING.
SECURE RECTANGULAR BAR TO OR UNDER
SURROUNDING SURFACE.
1/4" BRIGHTLY COLORED
NYLON ROPE EXPANSION
RESTRAINT
FINISH
GRADE
N.T.S.
NOTES:
1. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE
SPECIFICATIONS TABLE.
2. PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN.
3. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.
4. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES.
5. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.
D
H
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH
BASIN. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER
BE SEEN.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN
IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE
END OF THE FOLLOWING BUSINESS DAY.
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES
THAT MAY CAUSE DOWNSTREAM FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT
DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO
UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
UNDERMINING OR DETERIORATION.
INLET GRATE
BIG RED MAINTENANCE AND INSTALLATION NOTES
1. BIG REDS SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS
ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE BIG RED. MAINTENANCE CLEANOUT MUST BE
CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ON-THIRD THE
HEIGHT OF THE BIG RED.
2. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF BIG RED HAS OCCURRED
AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS.
3. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF BIG RED, THE CONTRACTOR SHOULD
IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR ADDITIONAL BMPS (PENDING CEC
APPROVAL) TO PREVENT EXCESSIVE BUILDUP ON BIG RED.
4. BIG REDS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.
5. A 12" OVERLAP (MIN.) SHALL BE PROVIDED WHERE BIG REDS ADJOIN EACH NEW BIG RED.
BR
1 FOOT OVERLAP
(MIN)
BIG RED
ENSURE THERE ARE NO
GAPS BETWEEN BIG RED
SECTIONS
BIG RED
OVERLAP/JOINT DETAIL
FLOW
CONSTRUCTION EXIT
CE N.T.S.
INTERSECTING ROAD
HARD SURFACE
20' MINIMUM
A
A
100' MIN.
SECTION A-A
PLAN VIEW
EDGE OF EXISTING PAVEMENT
25' MINIMUM
EXISTING PAVEMENT, 6" CONCRETE
PAVEMENT, OR 4" ASPHALT PAVEMENT
20' 20'
℄
℄
EXISTING PAVEMENT, 6" CONCRETE
PAVEMENT, OR 4" ASPHALT PAVEMENT
10" MIN. DEPTH
2"-3" CLEAN STONE
LAST REVISED:
JUNE 2012
WAL-MART
MODIFIED
DETAIL
MARIFI 500X
GEOTEXTILE FABRIC
FOR SEPARATION
95% STANDARD PROCTOR
COMPACTED SUBGRADE
(ASTM D698)
MARIFI 140N
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
6" CRUSHED
STONE BASE
2% MIN.
2% MIN.
VARIES
VARIES
10" MIN. DEPTH
2"-3" CLEAN STONE
MARIFI 140N
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
6" CRUSHED
STONE BASE
MARIFI 500X
GEOTEXTILE FABRIC
FOR SEPARATION
95% STANDARD PROCTOR
COMPACTED SUBGRADE
(ASTM D698)
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS TO ELIMINATE
TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR CONTINUAL STREET SWEEPING IS
NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING
DUST AND MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD
TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, OR
DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT
RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT
REPORT.
NOTES:
1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT USE OF ANY LOCATIONS OTHER THAN THE
CONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY ACCESS THE SITE.
2. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TO
PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT.
3. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. SEDIMENT TRAP SHALL BE LOCATED OUTSIDE OF THE
RIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION.
4. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXIT(S) IS NOT SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR
MUD, THEN TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL WASH WATER MUST BE ROUTED TO A SEDIMENT TRAP OR
OTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY DISCHARGED OFF-SITE.
5. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING BEYOND THE PERMITTED
PROJECT AREA. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE
REMOVED IMMEDIATELY.
6. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY (AND WITHIN THE SAME DAY AS DISCOVERY) AND DISPOSED OF IN
AN APPROPRIATE MANNER. SEDIMENT SHALL NOT BE WASHED INTO STORM SEWER SYSTEMS.
SOURCE BOX
PROVIDE CULVERT AS REQUIRED TO
CARRY DITCH FLOW. SEE SITE MAPS
FOR PIPE LOCATION, TYPE, SIZE, AND
SLOPE.
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW5
10:54 AM
8/5/20
SWPPP DETAIL SHEET 1
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
8/5/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-DT
JOB # 31493 DRAWING: 31493-SWPPP-DT.dwg LAST SAVED BY: JYANG
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
FLOW
(CFS)
PRE-CONSTRUCTION RUNOFF COEFFICIENT:
POST-CONSTRUCTION RUNOFF COEFFICIENT:
RUNOFF COEFFICIENT SUMMARY
"c" = 0.85
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
"c" = 0.84
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
ADDRESS:
SITE LOCATION SUMMARY
CENTER OF SITE:
LATITUDE:
LONGITUDE:
ADJACENT SURROUNDING PROPERTIES:
4700 BROADWALK DRIVE,
FORT COLLINS, CO 80525
40° 31' 15.7'' N OR 40.521015° N
NORTH: FULLY DEVELOPED COMMERCIAL. USE: MULTIPLE COMMERCIALS
SOUTH: FULLY DEVELOPED COMMERCIAL. USE: SAM'S CLUB
EAST: FULLY DEVELOPED COMMERCIAL. USE: COMMERCIALS (KOHL'S)
WEST: BOARDWALK DRIVE, SINGLE-LANE. USE: ROAD
105° 03' 49.4'' W OR -105.063731° W
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
LOWEST ELEVATION OF PROJECT SITE:
SITE TOPOGRAPHY SUMMARY
HIGHEST ELEVATION OF PROJECT SITE:
PERCENT SLOPE VARIATION:
TOPOGRAPHY CHANGES:
VEGETATION:
5001.00'
0.20% TO 5.50%
LANDSCAPING AREAS CONTAINING VARIOUS TREES, SHRUBS, AND MULCH.
GRASS WITH VARIOUS TREES
4997.00'
SITE WILL MATCH EXISTING GRADES, LIMITED CUT/FILL
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
SOIL TYPE AND TEXTURE:
SITE SOILS SUMMARY
AVERAGE DEPTH OF TOPSOIL:
AVERAGE DEPTH TO GROUNDWATER: FREE GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 10 FEET BSG IN
TEST BORINGS B-1 DURING THE TIME OF INVESTIGATION
NONE - EXISTING SITE IS PAVED
NOTE:
· THE ABOVE SOILS INFORMATION IS FOR INFORMATION ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES,
CONSTRUCTION COSTS OR ESTIMATING.
· INFORMATION WAS OBTAINED FROM "GEOTECHNICAL ENGINEERING INVESTIGATION" PREPARED BY SALEM ENGINEERING
GROUP, INC. DATED OCTOBER 25, 2019.
SITE RAINFALL SUMMARY
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
0.40 0.40 1.59 2.06 2.43 2.17 1.7 1.60 1.33 1.15 0.76 0.50
AVGERAGE
RAINFALL
IN INCHES
THE TOTAL AVERAGE ANNUAL RAINFALL FOR THE PROJECT AREA IS: 16.10 INCHES
THE DESIGN RAIN EVENT FOR THE PROJECT IS: 5 YEAR, 24 HOUR RAIN EVENT: 2.48" PER NOAA ATLAS 14
PRECIPITATION FREQUENCY ESTIMATES FOR 4700 BOARDWALK
DRIVE, FORT COLLINS, CO.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
BUFFER NAME
VEGETATED STRIPS OR BUFFERS
BUFFER AREA (ACRES) - INCLUDE ORIENTATION DESCRIPTION AND
RELATIONSHIP TO WATERS OF THE US
NOTES:
1. PRESERVE VEGETATED AREAS THROUGHOUT THE CONSTRUCTION PROJECT. ESTABLISH VEGETATION IN
DISTURBED AREAS PER STABILIZATION DETAILS.
2. DELINEATE AND PROTECT VEGETATED STRIPS OR BUFFERS PRIOR TO EARTH DISTURBING ACTIVITIES.
3. INSPECT VEGETATED STRIPS OR BUFFERS AS REQUIRED.
7 PERVIOUS AREA AT COMPLETION 0.10
6 IMPERVIOUS AREA AT COMPLETION 0.90
AVERAGE SLOPE: 1%-5% IN PAVED AREAS; 1%-12% IN LANDSCAPED AREAS
OFF-SITE RUN ON AREA B 3.09 0.84
OFF-SITE RUN ON AREA C 1.45 0.31
NOTES:
1. OFF-SITE RUN-ON FLOW (CFS) FOR EACH AREA ABOVE IS CALCULATED BASED ON THE DESIGN
STORM PROVIDED IN THE RAINFALL SUMMARY TABLE USING THE RATIONAL METHOD AND
5-YEAR STORM EVENT.
2. OFF-SITE RUN-ON AREA A CONSISTS OF A PORTION OF THE ADAJACENT LOT TO THE NORTH
BEING ROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.
3. OFF-SITE RUN-ON AREA B CONSISTS OF A PORTION OF THE SAM'S CLUB PARKING LOT AND
ADJACENT LOT TO THE NORTH BEING ROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.
4. OFF-SITE RUN-ON AREA C CONSISTS OF A PORTION OF THE SAM'S CLUB PARKING LOT BEING
ROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.
5. OFF-SITE RUN-ON AREA D CONSISTS OF A PORTION OF THE SAM'S CLUB PARKING LOT BEING
ROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.
N/A N/A
THE BORING LOCATIONS WERE CHECKED FOR THE PRESENCE OF
GROUNDWATER DURING AND AFTER THE DRILLING OPERATIONS. FREE
GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 10 FEET BSG IN
TEST BORINGS B-1 DURING THE TIME OF THE FIELD EXPLORATION. BASED
ON REVIEW OF AVAILABLE GROUNDWATER DATA FROM STATE OF
COLORADO DIVISION OF WATER RESOURCES, WELL NAME SB00606901
LOCATED WITHIN THE PROPERTY REPORTED A GROUNDWATER DEPTH OF
13 FEET BSG IN MAY, 1977.
IT SHOULD BE RECOGNIZED THAT WATER TABLE ELEVATIONS MAY
FLUCTUATE WITH TIME, BEING DEPENDENT UPON SEASONAL
PRECIPITATION, IRRIGATION, LAND USE, LOCALIZED PUMPING, AND
CLIMATIC CONDITIONS AS WELL AS OTHER FACTORS. THEREFORE, WATER
LEVEL OBSERVATIONS AT THE TIME OF THE FIELD INVESTIGATION MAY
VARY FROM THOSE ENCOUNTERED DURING THE CONSTRUCTION PHASE
OF THE PROJECT. THE EVALUATION OF SUCH FACTORS IS BEYOND THE
SCOPE OF THIS REPORT.
PAVEMENT/
LANDSCAPING
PAVEMENT/
LANDSCAPING
PAVEMENT/
LANDSCAPING
1% 4%
1% 4%
OFF-SITE RUN ON AREA D 0.54 0.13
PAVEMENT/
1% 4% LANDSCAPING
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW4
11:17 AM
8/5/20
SWPPP INFORMATION SUMMARIES
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
8/5/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-DT
JOB # 31493 DRAWING: 31493-SWPPP-DT.dwg LAST SAVED BY: JYANG
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
4997
4998
CF CF CF CF
CF CF CF CF CF CF CF
CF CF CF CF
CF CF CF CF
PROPOSED CANOPY FOOTPRINT
1.4%
1.4%
2.6%
5.5%
0.8%
3.6%
3.1%
0.6%
3.5%
1.3%
1.7%
4.6%
2.7%
0.6%
1.3%
2.3%
1.6%
1.5%
0.7%
0.6%
1.0%
1.1%
1.3%
1.0%
1.1% 0.6%
3.2%
1.8%
0.9%
2.1%
1.0%
1.0%
3.3%
4.4%
1.8%
1.0%
1.0%
0.4%
0.4%
2.9%
2.4%
2.3%
0.3%
0.8%
4.5%
1.6%
1.3%
0.6% 1.3%
2.0%
1.3%
0.4%
1.0%
3.0%
2.9%
1.0%
2.6%
2.9%
1.1%
2.5%
BIG RED
SECTION 8
BIG RED
SECTION 9
2.1%
1.9%
OFF-SITE DRAINAGE
AREA B
0.84 ACRES
OFF-SITE DRAINAGE
AREA A
0.39 ACRES
OFF-SITE DRAINAGE
AREA D
0.13 ACRES
BIG RED
SECTION 2
BIG RED
SECTION 1
OFF-SITE DRAINAGE
AREA C
0.31 ACRES
CF CF
CF CF
BIG RED
SECTION 3
BIG RED
SECTION 4
BIG RED
SECTION 5
BIG RED
SECTION 6
BIG RED
SECTION 7
BIG RED
SECTION 10
BIG RED
SECTION 11
BIG RED
SECTION 12
BIG RED
SECTION 13
IP5 IP
IP5 IP
CE OFFSET 4FT FOR CLARITY
INLET PROTECTION AND
STORMWATER OUTFLOW
LOCATION 1
PS
PS
PS
PS PS
CF
CF
BR
BR
PROPOSED BUILDING
FOOTPRINT
SIS
OFFSET 2FT FOR CLARITY
BR
BR
MLS
LOCKABLE DOUBLE
GATE
CF
BR
BR
BR
BR
BR
BR
CONTRACTOR NOTE:
DO NOT BLOCK DRIVE
BR
BR
BR
CF
2.4%
1.3%
DATE
Engineering Associates, Inc.
REVISIONS
PHASE 2
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW3
9:21 AM
8/10/20
PHASE 2 EROSION AND SEDIMENT
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
8/7/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-PH2
JOB # 31493 DRAWING: 31493-SWPPP-PH2.dwg LAST SAVED BY: JYANG
1
A
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Know what's below.
Calblefore you dig.
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO
REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE
PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE
FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL,
CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING
INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT
STABILIZATION.
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC
AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING:
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY
ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID
REASON THE SPECIFIED BMP WILL NOT WORK)
2. ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP.
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN
AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER
QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR
ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO
OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO
ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER
QUALITY.
AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE
TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT
HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY
WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS
MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.
SWPPP UPDATES AND AMENDMENTS
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
CF
SIS
CONSTRUCTION FENCE
BR BIG RED (OR ENGINEER APPROVED EQUAL) SWPPP INFORMATION SIGN
IP5 INLET PROTECTION FILTER SACK
1. PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREAS
IDENTIFIED, IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS HISTORIC
PROPERTIES, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/THREATENED
SPECIES, ETC.).
2. WHERE IN CLOSE PROXIMITY, LIMIT OF DISTURBANCE (LOD) LINE TO FOLLOW
PROPERTY LINE. LOD LINE SHOWN OUTSIDE PROPERTY LINE AND CONSERVATION
EASEMENT FOR GRAPHIC CLARITY ONLY.
3. CONTRACTOR TO ENSURE ALL CONSTRUCTION TRAFFIC UTILIZES THE
CONSTRUCTION EXIT(S) PRIOR TO LEAVING CONSTRUCTION SITE.
4. TEMPORARY PARKING AND STORAGE TO REMAIN THROUGHOUT ENTIRE PROJECT.
5. CONTRACTOR TO CLEAN OUT ALL EXISTING INLETS, MANHOLES, PIPES, AND CATCH
BASINS PRIOR TO REMOVING ANY EROSION CONTROL BMPS.
6. FOR EXISTING LEGEND, PLEASE REFER TO SITE DEVELOPMENT PLANS.
7. NO LOADING/UNLOADING OF MATERIALS AND/OR EQUIPMENT AND PARKING IS
PERMITTED ON AREAS THAT IMPEDE ACCESS TO ADJACENT PROPERTIES AND
BUSINESSES.
8. CONTRACTOR MUST ADHERE TO ANY HOURS OF WORK, NOISE LEVEL, AND OTHER
CONSTRUCTION RELATED RESTRICTIONS IN ACCORDANCE WITH THE CITY OF FORT
COLLINS REGULATIONS.
9. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART
CONSTRUCTION MANAGER, COLORADO DEPARTMENT OF TRANSPORTATION
(CDOT), AND THE CITY OF FORT COLLINS PRIOR TO ANY WORK WITHIN PUBLIC
RIGHT-OF-WAY. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL
MEASURES IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF FORT COLLINS
PRIOR TO WORK.
10. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART
CONSTRUCTION MANAGER, AND STORE MANAGER PRIOR TO ANY WORK THAT
MAY DISRUPT THE SURROUNDING BUSINESS' OPERATIONS.
11. CONTRACTOR SHALL PHASE GRADING/DISTURBANCE ACTIVITIES AS MUCH AS
POSSIBLE TO MINIMIZE RISK OF SEDIMENT RELEASES.
12. WHEN SILT FENCE INLET PROTECTION IS SHOWN CONJUNCTION WITH ANOTHER
INLET PROTECTION DEVICE, THE SILT FENCE INLET PROTECTION DEVICE IS TO BE
USED IN THE INTERIM PERIOD BETWEEN THE CONSTRUCTION ON THE INLET
STRUCTURE BASE AND WALLS AND THE INLET TOP, ONCE THE INLET TOP IS
CONSTRUCTED, CONTRACTOR SHALL USE THE OTHER SPECIFIED ON THE PLANS.
PROPOSED LIMITS OF DISTURBANCE
SECTION # BMP CALLOUTS
SIZE (IF APPLICABLE)
PROPOSED BUILDING FOOTPRINT
PROPERTY BOUNDARY
DRAINAGE BASIN BOUNDARY
SCALE IN FEET
0 30' 45' 60'
SITE BENCHMARK
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE
NORTHWEST CORNER OF 625 EAST HARMONY RD.
(FRONT RANGE BAPTIST CHURCH), ON THE NORTH
WALL OF A CONCRETE IRRIGATION DROP STRUCTURE
NAVD88=5017.14'
DUST CONTROL (ENTIRE SITE - NOT SHOWN ON PLAN)
DEWATERING (ENTIRE SITE - NOT SHOWN ON PLAN) ON-SITE
DEWATERING FROM ALL EXCAVATIONS MUST FOLLOW THESE
REQUIREMENTS.
FUEL AND PETROLEUM STORAGE AND USE (NOT SHOWN ON PLAN -
G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
HAZARDOUS WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
MATERIAL LAYDOWN AND STORAGE AREA
OTHER POLLUTANT CONTROLS (ENTIRE SITE - NOT SHOWN ON PLAN)
SANITARY FACILITIES (NOT SHOWN ON PLAN - G.C. TO DETERMINE
LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION)
STOCKPILES (NOT SHOWN ON PLAN - G.C. TO DETERMINE LOCATION
SPECIFIC TO EACH PHASE OF CONSTRUCTION)
SOLID WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
SEEDING/VEGETATION REQUIREMENTS (ENTIRE SITE - NOT SHOWN
ON PLAN)
MASONS AREA (NOT SHOWN ON PLAN - G.C. TO DETERMINE
LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION
IRRIGATION OR DISPERSION (ENTIRE SITE - NOT SHOWN ON PLAN)
PAINT AND STUCCO WASHOUT (NOT SHOWN ON PLAN - G.C. TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
CEMENT AND CONCRETE WASHOUT (NOT SHOWN ON PLAN GC TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
TEMPORARY PARKING (NOT SHOWN ON PLAN) - G.C. TO DETERMINE
LOCATION AND COORDINATE WITH STORE MANAGER OR OPERATOR.
INLET PROTECTION
CW
SWD
MLS
MA
SP
DC
SAF
TP
SVR
PSW
OPC
IP
ID
HWD
FPSU
DW
PERMANENT SEEDING, SOD, MULCHING, OR ROCK - TYP.
PS (REF LANDSCAPING PLAN)
TEMPORARY CONCRETE WASHOUT (NOT SHOWN ON PLAN
- G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASE
OF CONSTRUCTION.) (DISCHARGE OF EXCESS OR WASTE
CONCRETE AND/OR WASH WATER FROM CONCRETE
TRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE,
BUT ONLY IN APPROVED ABOVEGROUND PORTABLE
CONCRETE WASHOUT CONTAINERS.)
TCW
TS
TEMPORARY SEEDING AND STABILIZATION (ENTIRE SITE - NOT
SHOWN ON PLAN)
CE CONSTRUCTION ENTRANCE
1.9%
1.5%
4.0%
0.3%
1.4%
1.7%
1.9%
0.5%
0.3%
2.9%
2.1%
3.6%
3.3%
2.8%
1.0%
0.8%
0.3%
1.2%
0.6%
0.8%
2.7%
1.2%
1.2%
2.2%
3.5%
4.9%
2.0%
3.2%
0.5%
0.9%
0.4%
0.6%
1.3%
0.3%
0.6%
0.3%
3
CF CF
CF CF
CF CF CF CF
CF CF CF CF CF CF CF
CF CF CF CF
CF CF CF CF
PROPOSED CANOPY FOOTPRINT
BIG RED
SECTION 2
BIG RED
SECTION 1
BIG RED
SECTION 3
ON-SITE DRAINAGE
AREA A
0.99 ACRES
OFF-SITE DRAINAGE
AREA B
0.84 ACRES
OFF-SITE DRAINAGE
AREA A
0.39 ACRES
OFF-SITE DRAINAGE
AREA C
0.31 ACRES
OFF-SITE DRAINAGE
AREA D
0.13 ACRES
BIG RED
SECTION 5
BIG RED
SECTION 4
IP5 IP
IP5 IP
CE
MLS
OFFSET 4FT FOR CLARITY
INLET PROTECTION AND
STORMWATER OUTFLOW
LOCATION 1
LOCKABLE DOUBLE
GATE
CF
CF
CF
BR
PROPOSED BUILDING
FOOTPRINT
BR
BR
SIS
OFFSET 2FT FOR CLARITY
BR
CONTRACTOR NOTE:
DO NOT BLOCK DRIVE
BR
CF
LOCKABLE DOUBLE
GATE
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
REV0 SW2
12:17 PM
8/7/20
PHASE 1 EROSION AND SEDIMENT
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
8/7/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-PH1
JOB # 31493 DRAWING: 31493-SWPPP-PH1.dwg LAST SAVED BY: JYANG
Know what's below.
Calblefore you dig.
SOIL TYPE
ALTVAN-SATANTA LOAM, 0 TO 3 PERCENT SLOPES
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO
REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE
PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE
FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL,
CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING
INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT
STABILIZATION.
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC
AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING:
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY
ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID
REASON THE SPECIFIED BMP WILL NOT WORK)
2. ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP.
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN
AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER
QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR
ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO
OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO
ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER
QUALITY.
AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE
TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT
HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY
WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS
MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.
SWPPP UPDATES AND AMENDMENTS
PROPOSED LIMITS OF DISTURBANCE
SECTION # BMP CALLOUTS
SIZE (IF APPLICABLE)
PROPOSED BUILDING FOOTPRINT
3
PROPERTY BOUNDARY
1. PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREAS
IDENTIFIED, IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS HISTORIC
PROPERTIES, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/THREATENED
SPECIES, ETC.).
2. WHERE IN CLOSE PROXIMITY, LIMIT OF DISTURBANCE (LOD) LINE TO FOLLOW
PROPERTY LINE. LOD LINE SHOWN OUTSIDE PROPERTY LINE AND CONSERVATION
EASEMENT FOR GRAPHIC CLARITY ONLY.
3. CONTRACTOR TO ENSURE ALL CONSTRUCTION TRAFFIC UTILIZES THE
CONSTRUCTION EXIT(S) PRIOR TO LEAVING CONSTRUCTION SITE.
4. TEMPORARY PARKING AND STORAGE TO REMAIN THROUGHOUT ENTIRE PROJECT.
5. CONTRACTOR TO CLEAN OUT ALL EXISTING INLETS, MANHOLES, PIPES, AND CATCH
BASINS PRIOR TO REMOVING ANY EROSION CONTROL BMPS.
6. FOR EXISTING LEGEND, PLEASE REFER TO SITE DEVELOPMENT PLANS.
7. NO LOADING/UNLOADING OF MATERIALS AND/OR EQUIPMENT AND PARKING IS
PERMITTED ON AREAS THAT IMPEDE ACCESS TO ADJACENT PROPERTIES AND
BUSINESSES.
8. CONTRACTOR MUST ADHERE TO ANY HOURS OF WORK, NOISE LEVEL, AND OTHER
CONSTRUCTION RELATED RESTRICTIONS IN ACCORDANCE WITH THE CITY OF FORT
COLLINS REGULATIONS.
9. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART
CONSTRUCTION MANAGER, COLORADO DEPARTMENT OF TRANSPORTATION
(CDOT), AND THE CITY OF FORT COLLINS PRIOR TO ANY WORK WITHIN PUBLIC
RIGHT-OF-WAY. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL
MEASURES IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF FORT COLLINS
PRIOR TO WORK.
10. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART
CONSTRUCTION MANAGER, AND STORE MANAGER PRIOR TO ANY WORK THAT
MAY DISRUPT THE SURROUNDING BUSINESS' OPERATIONS.
11. CONTRACTOR SHALL PHASE GRADING/DISTURBANCE ACTIVITIES AS MUCH AS
POSSIBLE TO MINIMIZE RISK OF SEDIMENT RELEASES.
DRAINAGE BASIN BOUNDARY
CONTROL PLAN
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
SITE BENCHMARK
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE
NORTHWEST CORNER OF 625 EAST HARMONY RD.
(FRONT RANGE BAPTIST CHURCH), ON THE NORTH
WALL OF A CONCRETE IRRIGATION DROP STRUCTURE
NAVD88=5017.14'
CF
SIS
CONSTRUCTION FENCE
BR BIG RED (OR ENGINEER APPROVED EQUAL) SWPPP INFORMATION SIGN
IP5 INLET PROTECTION FILTER SACK
SCALE IN FEET
0 30' 45' 60'
CE CONSTRUCTION ENTRANCE
DUST CONTROL (ENTIRE SITE - NOT SHOWN ON PLAN)
DEWATERING (ENTIRE SITE - NOT SHOWN ON PLAN) ON-SITE
DEWATERING FROM ALL EXCAVATIONS MUST FOLLOW THESE
REQUIREMENTS.
EQUIPMENT AND VEHICLE CLEANING AND MAINTENANCE AREA
(NOT SHOWN ON PLAN - G.C. TO DETERMINE LOCATION SPECIFIC
TO EACH PHASE OF CONSTRUCTION)
FUEL AND PETROLEUM STORAGE AND USE (NOT SHOWN ON PLAN -
G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
MATERIAL LAYDOWN AND STORAGE AREA
OTHER POLLUTANT CONTROLS (ENTIRE SITE - NOT SHOWN ON PLAN)
SANITARY FACILITIES (NOT SHOWN ON PLAN - G.C. TO DETERMINE
LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION)
STOCKPILES (NOT SHOWN ON PLAN - G.C. TO DETERMINE LOCATION
SPECIFIC TO EACH PHASE OF CONSTRUCTION)
SOLID WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
SEEDING/VEGETATION REQUIREMENTS (ENTIRE SITE - NOT SHOWN
ON PLAN)
MASONS AREA (NOT SHOWN ON PLAN - G.C. TO DETERMINE
LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION
IRRIGATION OR DISPERSION (ENTIRE SITE - NOT SHOWN ON PLAN)
PAINT AND STUCCO WASHOUT (NOT SHOWN ON PLAN - G.C. TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
CEMENT AND CONCRETE WASHOUT (NOT SHOWN ON PLAN GC TO
DETERMINE LOCATION SPECIFIC TO EACH PHASE OF
CONSTRUCTION)
INLET PROTECTION
CW
EMA
SWD
MLS
MA
SP
DC SAF
SVR
PSW
OPC
IP
ID
FPSU
DW
TEMPORARY CONCRETE WASHOUT (NOT SHOWN ON PLAN
- G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASE
OF CONSTRUCTION.) (DISCHARGE OF EXCESS OR WASTE
CONCRETE AND/OR WASH WATER FROM CONCRETE
TRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE,
BUT ONLY IN APPROVED ABOVEGROUND PORTABLE
CONCRETE WASHOUT CONTAINERS.)
TCW
TS
TEMPORARY SEEDING AND STABILIZATION (ENTIRE SITE - NOT
SHOWN ON PLAN)
TEMPORARY PARKING (NOT SHOWN ON PLAN) - G.C. TO DETERMINE
TP LOCATION AND COORDINATE WITH STORE MANAGER OR OPERATOR.
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
8/4/20
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SWPPP-LOW
JOB # 31493 DRAWING: 31493-SWPPP-LOW.dwg LAST SAVED BY: JYANG
1
A
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
MINIMIZATION OF DISTURBED AREAS:
1. CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO
REDUCE EROSION AND RETAIN SEDIMENT AND OTHER
POLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE.
2. CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS
EXPOSED.
3. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY
MINIMIZING THE EXTENT OF GRADING AND CLEARING TO
EFFECTIVELY REDUCE SEDIMENT YIELD.
NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMIT
SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY
CLEARING AND GRUBBING, EXCAVATION, BORROW AND
EMBANKMENT OPERATIONS AND TO DIRECT THE GC TO PROVIDE
IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL
MEASURES.
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
SWPPP IMPLEMENTATION SEQUENCE
PHASE 1
1. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN
EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.
2. STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD) (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE
CONSPICUOUSLY, AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED
THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
3. INSTALL BIG RED SECTIONS 1-5
4. INSTALL CONSTRUCTION EXIT AS SHOWN ON SITE MAPS.
5. INSTALL CONSTRUCTION FENCING AS SHOWN ON SITE MAPS.
6. PREPARE TEMPORARY PARKING AND STORAGE AREA AND SET THE PROJECT OFFICE TRAILER.
7. HALT ALL ACTIVITIES
CONTACT THE CIVIL ENGINEERING CONSULTANT (CEC) TO PERFORM INSPECTION AND CERTIFICATION OF BEST MANAGEMENT
PRACTICES (BMPS). BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER PRE-CONSTRUCTION MEETING. (THIS SHOULD BE
SCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE ITEMS WILL BE COMPLETED.)
ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORM
AND RESOLVED WITHIN 24-HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVED
WITHIN 24-HOURS OF THE BMP CERTIFICATION BY THE CEC.
IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUST
BE RESCHEDULED. THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.
GENERAL CONTRACTOR (GC) SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC,
OWNER'S CONSTRUCTION MANAGER (CM), AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.
DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE
NEXT BUSINESS DAY AFTER THE SITE BMPS & PRECONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC.
NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,
CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY
DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN
ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER
OR SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.
PHASE 2
1. BEGIN DEMOLITIONING EXISTING SITE FEATURES AS SHOWN ON THE SITE MAPS. (PHASE DEMOLITION TO THE MAXIMUM EXTENT
PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME).
2. BEGIN GRADING THE SITE.
3. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
4. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT
LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR
LIKELY TO REMAIN INACTIVE FOR 14 DAYS OR MORE.
5. PRIOR TO UTILITY WORK, INSTALL BIG RED SECTIONS 6 THRU 13 AT ALL NEWLY CONSTRUCTED ENTRANCES, INCLUDING
ADJUSTING BIG REDS AS NEEDED AS GRADING ACTIVITIES PROGRESS TO CONSTRUCT ENTRANCE.
6. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS
7. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
8. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
9. REMOVE CONSTRUCTION EXIT PRIOR TO PAVING OPERATIONS.
10. REMOVE AND REPLACE BIG REDS AT THE END OF EACH WORKDAY AS PAVING OPERATION.
11. PREPARE SITE FOR PAVING.
12. PAVE SITE.
13. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.
14. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL DISTURBED AREAS.
15. OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL
CONSTRUCTION HAS BEEN COMPLETED, THEN:
A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS),
B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND
C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE-NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS).
16. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED 'READY TO TERMINATE
PERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE
OWNER.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS
AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR
CLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE SWPPP IMPLEMENTATION SEQUENCE, BEFORE THEIR
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE
SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON SHEET C9.4.
SCALE IN FEET
0 50' 75' 100'
ACCORDANCE WITH APPENDIX E - TAB 21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO
LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OF
DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS OR
NON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION
MANAGER, THE CEC AND THE OWNER PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE
BASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC.
C. SPECIAL PROJECT AREAS:
THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING
INSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT.
D.1 NON-STORMWATER DISCHARGES:
THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS
MOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER
DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN ACT2 CONDITION NO.
T-5 OF THE GENERAL PERMIT.
BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE
DISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON
PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILY
AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT.
NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER.
ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE.
WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC
WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR
CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM
THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN
NON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT
CAUSE EROSION OF THE SOIL DURING DISCHARGE.
D.2 POWER WASHING:
PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS,
MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN
SYSTEM OR DISCHARGED OFF-SITE.
E. DISCHARGE POINTS:
ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION
CONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR
IMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS
SHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E - TAB 14, SEDIMENT RELEASES, OF THE 02370
SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT FUTURE
OCCURRENCE. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF
DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND
MONITORING OF EFFLUENT PLAN (IF APPLICABLE).
EROSION AND SEDIMENT CONTROL NOTES
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER
POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS
DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.
B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL
REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL
CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY
IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION
SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY
SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.
E. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY
UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL
GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR
BLANKETS. COMPLETION MUST BE ACHIEVED IMMEDIATELY, BUT NO LATER THAN SEVEN DAYS.
F. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR
VEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN SEVEN DAYS AFTER THE LAST CONSTRUCTION
ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN.
G. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF
VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER
REQUIREMENTS IN THESE E&S CONTROL NOTES.
H. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO
PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE.
I. ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL
BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF
WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL
BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE
PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS.
J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO
PROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT
DOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M)
MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS.
K. ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF
ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL.
L. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED FROM THE SITE.
M. OFF-SITE VEHICLE TRACKING OF SEDIMENT AND THE GENERATION OF DUST SHALL BE MINIMIZED DURING
CONSTRUCTION.
N. THE PLAN SHALL ENSURE AND DEMONSTRATE COMPLIANCE WITH APPLICABLE STATE OR LOCAL WASTE
DISPOSAL AND TEMPORARY AND PERMANENT SANITARY SEWER REGULATIONS.
O. NO LIQUID CONCRETE WASTE SHALL BE DISCHARGED FROM THE SITE.
P. NO CONTAMINATES FROM FUEL STORAGE ARES, HAZARDOUS WASTE, AND TRUCK WASH AREAS SHALL BE
DISCHARGED FROM THE SITE.
Q. ADEQUATE HOUSEKEEPING MEASURES SHALL BE IMPLEMENTED SO THAT RANDOM TRASH, MATERIALS, AND
TOOLS ARE NOT LEFT LAYING AROUND THE SITE DURING CONSTRUCTION.
ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL
BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS
CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL
APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED
ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY
APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND
COMBUSTIBLE LIQUIDS.
MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE
MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR
APPARATUS.
IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE
THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME
FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING
WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.
ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED
OF BY THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE
MANUFACTURER OF SUCH PRODUCTS.
THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM
PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF ONE GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS,
ON THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT,
IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP
REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTED
AND MAINTAINED IN THE JOBSITE BINDER.
ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS
DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA
NATIONAL RESPONSE CENTER (1-800-424-8802) AND COLORADO DEPARTMENT OF PUBLIC HEALTH AND
ENVIRONMENT (1-303-692-3300) IMMEDIATELY.
THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS THAT WHICH EXCEEDS A REPORTABLE QUANTITY
ESTABLISHED UNDER 40 CFR 302: ONE BARREL OR 42 GALLONS.
THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 OR THE CODE OF FEDERAL
REGULATIONS WEBPAGE HTTP://WWW/ACCESS/GPO.GOV/CGI-BIN/CFRASSEMBLE.CGI?TITLE=200440.
TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN
CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED:
1) ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS,
SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL
STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE
LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE.
2) THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED
FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.
3) A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY
LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES,
PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS
LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS.
a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND
APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND
FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.
b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.
4) ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT
LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL
DAMAGE.
5) ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.
6) THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE
PRODUCT LABEL AND REGULATIONS.
THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X". FLOOD ZONE "X" IS DEFINED AS AREAS OF 0.2%
ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1
FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%
ANNUAL CHANCE FLOOD AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD
INSURANCE RATE MAP FOR FORT COLLINS, COLORADO.
COMMUNITY PANEL NUMBER: 08069C1000F
EFFECTIVE DATE: DECEMBER 19, 2006.
(NPDES) NOTES
1. IN THE CASE OF EMERGENCY, CALL THE WALMART CONSTRUCTION MANAGER.
2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL
CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.
3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO
STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO
MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND
OR RUNOFF.
5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS
TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.
6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE
REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND
ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS
SHALL BE COLLECTED AND PROPERLY DISPOSED IN THE TRASH OR RECYCLE BINS.
8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT
CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ONLY
WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO
NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO
CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY
REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.
9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM
PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS:
ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR
OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH AND CONCRETE WASH WATER; CONCRETE,
DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STREAM CLEANING OR CHEMICAL
DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE
SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY
SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGE CONTAMINATED SOILS VIA SURFACE
EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY
CONTROL BOARD.
11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE
CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.
12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK
IS IN ACCORDANCE WITH THE APPROVED PLANS.
14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES,
AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED
IS PROHIBITED.
15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE
COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND
STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM SITE TO
STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE
IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM SITE TO STREETS, DRAINAGE FACILITIES,
OR ADJOINING PROPERTY BY WIND RUNOFF.
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMS
EROSION AND SEDIMENT CONTROL PLANS (ESCP)
PROVIDE COPIES OF (ESCP) FOR REFERENCE. ESCP ARE USUALLY PART OF BMP'S AND SHALL BE ADDRESSED ON
GRADING PLANS AND RELATED BUILDING SITE PLAN.
ULTIMATE RECEIVING WATER:
SITE DRAINS TO UNNAMED DITCH
FLOWING SOUTHEAST,
APPROXIMATELY 1/2 MILE EAST OF SITE
SW0 SWPPP NOTES
SW1 SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
SW2 PHASE 1 EROSION AND SEDIMENT CONTROL PLAN
SW3 PHASE 2 EROSION AND SEDIMENT CONTROL PLAN
SW4 SWPPP INFORMATION SUMMARIES
SW5 SWPPP DETAIL SHEET 1
SW6 SWPPP DETAIL SHEET 2
SW7 SWPPP DETAIL SHEET 3
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING
FLOOD CERTIFICATION:
PLAN INDEX:
Vicinity Map
Not to Scale
SUBJECT SITE
SITE BENCHMARK
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE
NORTHWEST CORNER OF 625 EAST HARMONY RD.
(FRONT RANGE BAPTIST CHURCH), ON THE NORTH
WALL OF A CONCRETE IRRIGATION DROP STRUCTURE
NAVD88=5017.14'
GENERAL IRRIGATION NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT
SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR
IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO
BEGINNING WORK.
3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR OF ANY DISCREPANCIES IN PLANS OR
SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK.
4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE
LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR.
5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT
REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS.
6. CONTRACTOR IS TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL
NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER
THAN THE DESIGN WATER PRESSURE OF 65 PSI.
7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED PER LOCAL
REQUIREMENTS.
8. ANY EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL
ROOT ZONE OF ANY TREE.
9. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION
CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER.
10. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS
REPRESENTATIVE.
11. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE ELEVATION ON
IRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDE
BLOWOUT ASSEMBLY.
12. ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS.
13. IRRIGATION CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR
SHALL PROVIDE (2) 1" ELECTRICAL CONDUITS FOR IRRIGATION CONTRACTOR'S POWER/DATA CONNECTION TO CONTROLLER.
SEE ARCHITECTURAL ELECTRICAL PLAN FOR ELECTRICAL CONNECTION TO THE IRRIGATION CONTROLLER. IRRIGATION
CONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR AND LANDSCAPE
CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.
14. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON
THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH
THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
15. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER WIRE CONNECTION DETAIL.
16. DO NOT INSTALL IRRIGATION AT PYLON / MONUMENT SIGN LOCATION UNTIL SIGN HAS BEEN INSTALLED.
17. LOCATION FOR IRRIGATION SYSTEM AS SHOWN IS FOR DRAWING PURPOSES ONLY. UNSLEEVED PIPES MAY BE SHOWN IN
PAVEMENT AREAS FOR CLARITY ONLY. INSTALL THESE PIPES IN ADJACENT LANDSCAPE AREAS WHERE NECESSARY.
CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF PROPOSED
IRRIGATION SYSTEM. ALL PROPOSED IRRIGATION LINES AND EQUIPMENT SHALL BE INSTALLED WITHIN THE BOUNDARIES OF
THE PROJECT SITE. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF THE DESIGN AS SHOWN IS
NOT ACHIEVABLE.
18. MINIMUM COVER FROM TOP OF PIPING TO FINISHED GRADE SHALL BE AS PER DETAIL 64A.
19. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TO
PROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINOR
ADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER.
20. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS IF NEEDED, WITH 3" OF CLEAN PEA GRAVEL
LOCATED BELOW THE VALVE.
21. ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALL
LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SHEDULE 40 AND SHALL BE INSTALLED PRIOR TO ANY HARDSCAPE
MATERIAL. IRRIGATION CONTRACTOR TO PROVIDE SLEEVES BETWEEN 12" AND 15" BELOW GRADE AT ALL DRIVE ENTRANCES
AND SIDEWALKS. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED.
CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES.
22. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES,
LOCATION OF FENCES, RETAINING WALLS, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS
DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND
INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING AND TIMING, ETC. REFER
TO CIVIL ENGINEERING PLANS FOR GRADING, METHODS OF DRAINAGE, IRRIGATION METERS, AND BACKFLOW PREVENTION
DEVICE LOCATION.
23. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED, SHALL BE INSTALLED AS PER MANUFACTURER'S
RECOMMENDATIONS, DETAILS AND SPECIFICATIONS. ACCEPTABLE MANUFACTURERS INCLUDE RAINBIRD, HUNTER, TORO, OR
NETAFIM
24. ANY DRIP SYSTEM PIPING IN PLANTING BEDS IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREEFORM MANNER
(AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS, SUBSURFACE ROCK TOO LARGE TO
REMOVE, ETC...) AS LONG AS ALL PLANT MATERIAL RECEIVES THE PROPER NUMBER OF EMITTERS PER SCHEDULE AND THE
VINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM DESIGN LENGTHS PER MANUFACTURER'S
RECOMMENDATIONS.
25. UNLESS OTHERWISE REQUIRED, BACKFLOW PREVENTION DEVICES LESS THAN 2" SHALL BE PLACED IN A WIRE MESH BASKET
ENCLOSURE AND PAINTED TO MATCH THE PRIMARY BUILDING COLORS. SEE CIVIL PLANS FOR LOCATION.
26. ALL JOINTS AND BENDS 2" OR LARGER SHALL HAVE CONCRETE THRUST BLOCKING. THRUST BLOCKING SHALL BE A MINIMUM
OF 1 CUBIC FOOT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. SEE DETAIL 31C FOR THRUST BLOCKING.
27. CONTRACTOR WILL PROVIDE OWNER WITH A COMPLETE AND REPRODUCIBLE DRAWING OR IRRIGATION SYSTEM LAYOUT AS IT
WAS INSTALLED. DRAWING SHOULD INCLUDE, BUT NOT BE LIMITED TO, LOCATIONS OF ZONES VALVES, MAIN, LATERAL AND
DISTRIBUTION LINES, SLEEVES, WATER METER, BACKFLOW PREVENTION DEVICE, SENSORS AND CONTROLLER.
28. ALL LATERAL LINE SIZING SHALL REFER TO PIPE SCHEDULE ON THIS PLAN.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD XCZ-100-PRB-COM
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL
VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI
QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM.
2
TREE DRIP RING
2 DRIP RINGS USING 12" EMITTER SPACING @ .9 GPH. 12" SPACING FROM
TRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING.
10
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFD-09-18
XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH
EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF
INSERT FITTINGS.
974.9 L.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
SHUT OFF VALVE 1
RAIN BIRD PESB 1"
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR
RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.
1
RAIN BIRD PESB 1"
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR
RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.
1
WATTS 009 1"
REDUCED PRESSURE BACKFLOW PREVENTER
1
RAIN BIRD ESP8LXMEF
8 STATION CAPABLE COMMERCIAL CONTROLLER. MOUNTED ON A PLASTIC
WALL MOUNT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES
1
RAIN BIRD SMRT-Y
SOIL MOISTURE SENSOR KIT. 24VAC @ 50/60 HZ. OPERATING TEMPERATURE:
-4 DEGREES F TO 158 DEGREES F. SURVIVAL TEMPERATURE: -40 DEGREES F TO
185 DEGREES F. UL, CUL, C-TICK CERTIFICATIONS.
1
RAIN BIRD WR2-RFC
WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1 RECEIVER AND 1
RAIN/FREEZE SENSOR TRANSMITTER.
1
WATER METER 3/4" 1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 812.2 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40 327.6 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 317.5 L.F.
BF
C
MS
RF
M
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
IRRIGATION SCHEDULE
WIRE CONNECTION
N.T.S.
CRIMP SLEEVE USE
RECOMMENDED TOOL
BODY
FILL WITH SEALANT
CAP
61A
RUN WIRING BENEATH AND BESIDE
MAINLINE. TAPE AND BUNDLE AT 10-FOOT
INTERVALS.
NOTES:
ALL SOLVENT WELD PLASTIC PIPING TO
BE SNAKED IN TRENCH AS SHOWN.
TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES
OF DIRECTION OF 30° OR GREATER. UNTIE
AFTER ALL CONNECTIONS HAVE BEEN MADE.
MAINLINE, LATERAL,
AND WIRING IN THE
SAME TRENCH
LATERAL
PIPE
SECTION VIEW
MAINLINE
PIPE
WIRE W/O CONDUIT
CONDUIT
WIRING IN
IRRIGATION PIPE
AND WIRE TRENCHING
N.T.S.
64A
1. ALL LATERAL LINES SHALL BE SDR-13.5 PVC PIPE. ALL MAIN LINES SHALL BE SDR-21 PVC PIPE.
2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SCH. 40 PVC AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 18" DEEP. ALL MAIN LINES AND ELECTRICAL LINES SHALL BE NO LESS THAN 24" DEEP.
PVC EXHAUST HEADER
PVC SCH 40 TEE OR EL (TYPICAL)
BARB X MALE FITTING:
RAIN BIRD XFD-MA FITTING (TYPICAL)
FLUSH POINT (TYPICAL)
SEE RAIN BIRD DETAIL "XFD FLUSH POINT"
PERIMETER OF AREA
PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM
PERIMETER OF AREA
ON-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFD DRIPLINE
NON-POTABLE: XFDP DRIPLINE
PVC SUPPLY HEADER
PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE
KIT (SIZED TO MEET LATERAL FLOW DEMAND)
PVC SCH 40 RISER PIPE
9
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE TABLE BELOW.
XFD Dripline Maximum Lateral Lengths (Feet)
2-3"
MULCH
DRIP MANIFOLD
BURIAL DEPTH
INSET A
INSET A
ON-SURFACE DRIP IRRIGATION
N.T.S.
79D
(EMT6-M101)
RAIN BUG EMITTER
RAINBIRD MULTI-OUTLET
EMITTER TUBING
CLASS 200 PVC
SWING JOINT
PVC ELL AND STREET ELL
(LENGTH AS REQUIRED)
SCHEDULE 80 NIPPLE
EMITTER BOX FINISH GRADE
79F
MULTI-OUTLET EMITTER
N.T.S. ON OPPOSITE EDGES OF THE TREE SAUCER.
EDGES OF THE ROOT BALL, AND 2 OUTLETS LOCATED
PLAN
TREE SAUCER
ON PLAN WITH 2 OUTLETS LOCATED ON OPPOSITE
ALL EMITTER TUBING SHALL BE PLACED AS SHOWN
LATERAL LINE
W/ BUG CAP (TYP.)
W/ BUG CAP (TYP.)
DRIP LINE
ROOT BALL
IN BOX
MULTI-OUTLET EMITTER
SHOWN ON PLAN
LATERAL LINE
EMITTER TUBING
7/16/2020
5/19/2020INITIAL DESIGN
Know what'sbelow.
Call before you dig.
7/16/2020
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,
FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT
DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
Not to Scale
SITE
LANDSCAPE REQUIREMENTS
AREA
REQUIREMENT REQUIRED PROVIDED
STREET TREES
STREET TREES SHALL OCCUR IN THE ADJOINING
STREET RIGHT-OF-WAY
N/A THE SITE DOES NOT ADJOIN ANY
STREET RIGHT-OF-WAYS
LANDSCAPE AREA
TREATMENT
LANDSCAPE AREAS SHALL INCLUDE ALL AREAS ON
THE SITE THAT ARE NOT COVERED BY BUILDINGS,
STRUCTURES, PAVING OR IMPERVIOUS SURFACE
PROVIDED
PARKING LOT
PERIMETER
LANDSCAPE
TREES SHALL BE PROVIDED AT A RATIO OF 1 TREE
PER 25 LF ALONG A PUBLIC STREET AND 1 TREE PER
40 LF ALONG A SIDE LOT LINE PARKING SETBACK
AREA
N/A THE SITE DOES NOT ADJOIN ANY
PUBLIC STREET RIGHT-OF-WAYS.
EXISTING TREES
PRESERVED ALONG
PERIMETER OF PARKING
LOT
PARKING LOT
INTERIOR
LANDSCAPING
6% OF THE INTERIOR PARKING LOT SHALL BE
LANDSCAPE AREAS
25,324 SF OF PARKING LOT x 6% =
1,519 SF OF LANDSCAPE REQUIRED
1,580 SF PROVIDED
1 TREE SHALL BE PLANTED PER 150 SF OF REQUIRED
INTERIOR LANDSCAPE AREA. 1 OR MORE CANOPY
TREES SHALL BE LOCATED IN EACH LANDSCAPE
ISLAND
1580 SF / 150 = 10 TREES REQUIRED 10 PROPOSED TREES
PROVIDED
TREES QTY BOTANICAL / COMMON NAME CONT CAL DETAIL NOTES
5 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` / SHADEMASTER LOCUST B & B 3"CAL 50A USE TREE WRAP
5 QUERCUS MACROCARPA / BURR OAK B & B 3"CAL 50A
SHRUBS QTY BOTANICAL / COMMON NAME SIZE DETAIL INSTALL HT
24 JUNIPERUS CHINENSIS `ARMSTRONGII` / ARMSTRONG JUNIPER 5 GAL 50B
20 RIBES ALPINUM / ALPINE CURRANT 5 GAL 50B
64 SCHIZACHYRIUM SCOPARIUM `ALDOUS` / ALDOUS LITTLE BLUESTEM 5 GAL 50B
PLANT SCHEDULE
1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE – FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF
DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL
TREES SHALL BE BALL AND BURLAP OR EQUIVALENT.
2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN
AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER
UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC
POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC
DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE
IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS
TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS
IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION
PROCESS.
3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR
LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.
4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE
SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN
EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF
AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL
AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE
BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.
5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A
MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER
INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW
ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY
BUILDING IN SUCH PHASE.
6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL
PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE
DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR
MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE,
PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED
PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH
THE REQUIREMENTS OF THESE PLANS.
8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC
3.2.1(D)(2)(a).
10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT
COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR
EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES
WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM
DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF
LANDSCAPE ELEMENTS ON THIS PLAN.
12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT
AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF
CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES
OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.
13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
GENERAL LANDSCAPE NOTES
PLAN
TREE WRAP
BACKFILL MIX
WHITE FLAGGING (TYP.)
8" 2-PLY RUBBER HOSE
8' STEEL TEE POST- 3 REQUIRED AT 120°
4 INCHES MULCH
UNDISTURBED SUBSOIL
4 INCH DEEP SAUCER
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
6"
2'(MIN.)
TREE PLANTING
N.T.S.
12"
6"
50A
REMOVE BURLAP & ROPE FROM
TOP 1/3 OF THE BALL
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2-PLY RUBBER HOSE
PAINTED FLUORESCENT ORANGE
2'(MIN.)
12"
UNDISTURBED SUBSOIL
BACKFILL MIX
6"
50B
SHRUB PLANTING
N.T.S.
WEED MAT (ONLY IF SHRUB IS
WITHIN A PLANTING BED)
4 INCHES MULCH (SEE
LANDSCAPE NOTES FOR
TYPE OF MULCH)
IF SHRUB IS B & B, THEN
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF BALL
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED
UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST
OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE
PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF
ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR
ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL
WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE
AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE
LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY
AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM
STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE
ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE
CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES
ENSURING NO ACTIVE NESTS IN THE AREA.
TREE PROTECTION NOTES
Tree Diameter at Breast Height (inches) Auger Distance From Face of Tree (feet)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
Over 19 15
MULCH QTY TYPE
1462
SF
MULCH TO MATCH MULCH COLOR AND TYPE USED ON EXISTING
SAM'S CLUB PROPERTY
RIGHT OF WAY LINE
STORM DRAIN
TYPICAL PLANTING WITH QUANTITY AND KEY
(SEE PLANT LIST)
PROPOSED LEGEND
LANDSCAPE NOTES
77A EXISTING TREE TO REMAIN (REFER TO TREE PROTECTION NOTES)
77B TREE PROTECTION FENCE (REFER TO TREE PROTECTION NOTES)
77C EXISTING LANDSCAPE AREA TO REMAIN, ANY AREA DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED/REPLACED BY CONTRACTOR.
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
3:44 PM L1
7/16/20
LANDSCAPE PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633
31493
31493-LP
JOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS
5/19/2020INITIAL DESIGN
Know what'sbelow.
Call before you dig.
7/16/2020
10"
6.88'
TOP OF STRUCTURE/RIM ELEVATION
2'-6"
1'-0" 8" 5'-0'' 8" 1'-0"
SUBGRADE
COMPACTED
SUBGRADE
COMPACTED
3500 PSI P.C.
CONCRETE, TYP
6''
N.T.S.
BASE: #4'S
@ 6'' E.W.
WALLS:
HORIZ: #6'S @ 9"
VERT: #4'S @ 10"
TOP: #4'S @ 8" E.W.
DIAGONAL @ COVER
ELEVATION
SECTION "A"-"A"
FILTER FABRIC
CONTINUOUS OVER
WIRE FENCE
FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING
WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH EACH OTHER THEY SHALL BE OVERLAPPED
4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
FILTER FABRIC: SEE SPECIFICATIONS
PREFABRICATED UNIT: SEE SPECIFICATIONS
MAX. 6" MESH SPACING)
BY SIX INCHES AND FOLDED.
SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
24" AT TOP AND MID SECTION.
EXTEND WIRE FENCE A
MIN. 8" INTO GROUND
EMBED FILTER FABRIC
MIN. OF 2" INTO TRENCH
(MIN.)
3'-0" 6"
GROUND
FINISH GRADE
CROSS-SECTION
UNDISTURBED
MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,
BACKFILL
4" X 4"
TRENCH
6"
COMPACTED
10' MAX O.C.
PLAN VIEW
FLOW
POSTS: 6' STEEL T-POST
10' MAX O.C.
2' ORANGE FLAGGING
18" MIN
WIRE FENCE
CONTINUOUS OVER
FILTER FABRIC
RIBBON (3' O.C.)
T-POSTS
(TYP.)
STEEL
EXISTING TREE TO REMAIN
BARBED WIRE
3' MIN.
TREE PROTECTION FENCE
WITH SILT FENCE
N.T.S.
1'-6"
1'-6"
2-#4 TOP & BOT
1" CLR FROM TOP
2" CLR FROM BOT
DO NOT LET REINFORCEMENT
CROSS SAWCUTS NEARBY OR
OTHER JOINTS THAT ALLOW
FOR MOVEMENT.
1" CLR
(TYP)
1/2" SOFT PREFORMED
JOINT FILLER FULL DEPTH OF
PAVEMENT WITH BACKER
ROD AND SEALANT.
NOTES:
ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES SUCH AS
BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS,
MANHOLES, LIGHT POLE BASES AND BOLLARDS.
PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE.
ANY FIXED
STRUCTURE
PAVEMENT
USES: MANHOLES, LIGHT POLE BASES AND BOLLARDS
USES: BUILDINGS, RETAINING WALLS/DOCK WALLS AND DROP INLETS
PAVEMENT
N.T.S.
CONCRETE JOINT DETAILS
08R
CONTRACTION JOINT CONSTRUCTION JOINT
PCC JOINT DETAIL BLOW-UP (TYP.)
NOTES:
1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE
JOINT SEALANT.
2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND
DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS.
3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH.
4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH
SEALANT MANUFACTURER'S REQUIREMENTS.
1. SEE PLAN FOR JOINT SPACING.
NOTE:
(FIRST PLACEMENT) (SECOND PLACEMENT)
6" 6" MIN.
EXISTING PAVEMENT NEW PAVEMENT
DOWEL CLIP
BY PNA
1/4" WIDE BY 1" DEEP
SAW CUT. FILL WITH
PAVEMENT SEALANT.
MAKE SAW CUT
IMMEDIATELY PRIOR
TO INSTALLING PAVEMENT
SEALANT.
PCC JOINT DETAIL BLOW-UP
3/4" SQUARE DOWEL
FOR 6" THICK PAVEMENTS.
1/2" SQUARE DOWEL FOR
4" TO 5" THICK PAVEMENTS.
SPACE DOWELS AT 18" O.C.
DO NOT GREASE DOWEL.
APPLY CURING COMPOUND
TO SLAB FACE AT A
COVERAGE RATE OF 300 SF
MAX PER GALLON TO ACT AS
A BOND BREAKER AT LEAST
48 HOURS PRIOR TO PLACING
NEW SLAB.
ENSURE GROUT IS FLUSH
WITH FACE OF EXISTING
SLAB.
DRILL 1-1/4" DIA. HOLE FOR
3/4" DOWEL AND 1" DIA. HOLE
FOR 1/2" DOWEL AND INSTALL
DOWEL WITH NON-SHRINK GROUT.
SAWCUT FULL DEPTH OF SLAB A DISTANCE
BACK FROM EXISTING EDGE TO ENSURE A
STRAIGHT EDGE ALONG ENTIRE LENGTH OF
PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE
APPROVAL PRIOR TO SAWCUTTING.
EQ EQ
CONSTRUCTION JOINT TO EXISTING PAVEMENT
1/4" WIDE BY 1" DEEP
SAW CUT. FILL WITH
PAVEMENT SEALANT.
MAKE SAW CUT
IMMEDIATELY PRIOR
TO INSTALLING PAVEMENT
SEALANT.
PCC JOINT DETAIL BLOW-UP
APPLY CURING COMPOUND
TO SLAB FACE AT A
COVERAGE RATE OF 300 SF
MAX PER GALLON TO ACT AS
A BOND BREAKER AT LEAST
48 HOURS PRIOR TO PLACING
NEW SLAB.
PAVEMENT
THICKNESS
(SEE PLAN)
EQ EQ
PCC JOINT DETAIL BLOW-UP
PAVEMENT
THICKNESS
(SEE PLAN)
TOP OF
PAVEMENT
1/8"
T/2 BUT NOT
LESS THAN 1/4"
CLOSED CELL BACKER
ROD. TYPICALLY 1/8" TO
1/4" LARGER THAN JOINT
WIDTH.
PAVEMENT SEALANT
1/8" FIRST
SAWCUT
1/4" SECOND SAWCUT
(IF REQUIRED)
WAIT AS LONG AS FEASIBLE TO SEAL
JOINTS TO ALLOW CONCRETE
SHRINKAGE TO OCCUR. IF REQUIRED,
RE-SAW JOINT IMMEDIATELY PRIOR
TO INSTALLING SEALANT TO
ACHIEVE A 1/4 " JOINT WIDTH.
ENSURE JOINT IS CLEAN, DRY AND
SIDES PREPARED PER MANUFACTURER’S
RECOMMENDATIONS.
T
3/4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS
AND 1/2" DIAMETER DOWEL FOR 4" OR 5" THICK
PAVEMENTS. DOWELS TO BE 10" LONG CENTERED
WITH JOINT SPACED AT 18" ON CENTER.
DOWEL TO BE INSTALLED IN FORM WITH
AN APPROVED DOWEL BASKET.
LIGHTLY OIL FULL LENGTH OF DOWEL.
A
PIPE SIZE (SEE UTILITY PLAN)
CAST IN PLACE BASE & INVERT POURED
MONOLITHICALLY. BASE MUST SUPPORT PIPE
FROM MANHOLE
JOINT TO BE 1'-6" MAX.
TO FIRST JOINT
CONCRETE FILLET FOR
PRECAST CONCRETE SECTIONS
PIPE PROTECTION
GROUT FRAME TO MANHOLE
PIPE AS SPECIFIED
ON UTILITY PLAN
A
6" WHITE STRIPES
24" O.C. (TYP.)
8" WHITE STRIPE (TYP.
EACH SIDE)
SEE SITE PLAN
VARIES (PREFERRED 6' MIN.)
(SEE SITE PLAN)
W/ LONGITUDINAL STRIPES
N.T.S.
CROSSWALK MARKING
NOTES:
1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE
REQUIREMENTS AND AS OUTLINED IN SECTION 3B.18 OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL.
3. THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE.
02/15/19
SIGN TO BE PLACED AT
ABOUT THE LEADING/
TRANSVERSE LINES OF
THE CROSSWALK PER
THE SITE PLAN
TYPICAL CURB
AND GUTTER
CROSSWALK MARKINGS
ARE TO BE LIMITED TO
THE WIDTH OF THE
FLUSH SECTION OF THE
CURB RAMP.
CURB RAMP
RAMP TRANSITION
4' MIN. (TYP.)
SIGN TO BE PLACED AT
ABOUT THE LEADING/
TRANSVERSE LINES OF
THE CROSSWALK PER
THE SITE PLAN
4' MIN. (TYP.)
6"
INLET PIPE FROM
ROOF DRAIN
45° ELBOW
3,000 P.S.I. P.C. CONCRETE
45° ELBOW
6" MIN.
FINISH GRADE
6" MIN.
STORM DRAIN CLEAN-OUT
N.T.S.
NEENAH R-6013 THRU R-6099
PER THE SIZE OF PIPE AS
SPECIFIED ON GRADING PLAN
SEE GRADING PLAN FOR
SIZE OF COLLECTOR
PLAN VIEW
SECTION A-A
DTWALKPC
A
NOTE: PROVIDE 1/2" EXPANSION
NOTE: (TYP)
CONCRETE SIDEWALK
6 x 6 - W1.4 X W1.4 WWF
EACH WAY MAX. SPACING, OR
WILL BE No. 3 BARS 24" O.C.
WHERE REQUIRED REINFORCEMENT
12/17/04
90% STD. PROCTOR (TYP)
COURSE COMPACTED TO
4" AGGREGATE BASE
N.T.S.
(TYP)
5.0'
1/2" RADIUS TOOLED JOINT OR
1" DEEP SAWED JOINT (TYP.)
1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.
EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK
5.0' 5.0' 5.0' 5.0' 5.0' 5.0'
B
4"
4"
2"
(TYP)
B
A
SECTION B-B
6" PC CONCRETE
TYP
(TYP)
2"
SLOPE 1/4" /FT.
SEE SITE PLAN
MAX.
1/2"R
(TYP)
AND ALL FIXED OBJECTS
JOINT BETWEEN SIDEWALK
ADA RAMP IN SIDEWALK
SECTION A-A'
03/14/08
N.T.S.
PLAN
A
2% MAX
8.33% MAX.
A'
3. CONSTRUCT PER A.D.A. STANDARDS.
NOTES:
DETECTABLE
WARNINGS DETAIL
1. THE SURFACE OF RAMP SHALL HAVE DETECTABLE
WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL
CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE
WARNINGS DETAIL.
2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A
MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH
LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE
RAMP.
0.2"
0.9"
2.35" O.C.
2.35" O.C.
ELEVATION
PLAN
2% MAX
ADA RAMP IN SIDEWALK
5' MIN.
4"
DOMES ARE NOT SHOWN TO
SCALE; SEE DETECTABLE
WARNINGS DETAIL AND NOTE 1
4. REFER TO PLANS FOR ADJACENT SLOPES.
6' MIN.
5. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO
GREATER THAN 1:50.
2% MAX
SEE SITE PLAN FOR CROSSWALK
STRIPING (IF SHOWN ON PLANS)
CONCRETE CURB
PAVED AREA
SIDEWALK
CONCRETE CURB
10% MAX.
FLARED SIDE
ROUNDED
8.33% MAX.
5' MIN. LANDING
AREA
5' MIN. LANDING
AREA
NOTE: PREFABRICATED PANELS PER A.D.A.
ACCESSIBILITY GUIDELINES SECTION 4.29.2 &
A4.29.2 SHALL BE USED.
10% MAX.
FLARED SIDE
5' MIN. (TYP.)
DOMES ARE NOT
SHOWN TO SCALE;
SEE DETECTABLE
WARNINGS DETAIL AND
NOTE 1
5' MIN. ARC
LENGTH
5' MIN. LANDING AREA 5' MIN. LANDING AREA
4" AGGREGATE BASE COURSE COMPACTED TO 98% OPTIMUM
DENSITY PER ASTM D698 OR 95% OPTIMUM DENSITY PER ASTM
D1557
3' MIN.
OR AS REQUIRED BY THE LOCAL
JURISDICTION/ GOVERNING
AUTHORITIES
SANITARY SEWER
12''
>12" > O.D. OF PIPE + 18"
12/21/04
WATER LINE
DTUTLTRN
N.T.S.
UTILITY AND STORM DRAIN TRENCH AND BEDDING
N.T.S.
N.T.S.
MIN.
FILL
COMPACTED
UNDISTURBED
EARTH OR
LINE
SPRING
PIPE
4"
12''
O.D.
W
<12" O.D. OF PIPE + (12" TO 18")
PIPE DIA.
(MIN.)
INITIAL
HAUNCHING
4" BEDDING
BACKFILL
W
FINAL
BACKFILL
SPRING
LINE
PIPE
4"
UNDISTURBED
EARTH OR
COMPACTED
FILL
O.D.
W
4" BEDDING
HAUNCHING
MIN.
(MIN.)
BACKFILL
INITIAL
BACKFILL
FINAL
GENERAL NOTES:
1. BEDDING SHALL BE CLEAN WELL GRADED SAND WITH 100 PERCENT PASSING THE #4 SIEVE, A MAXIMUM OF 15 PERCENT PASSING THE #200 SIEVE, AND A MINIMUM SAND
EQUIVALENT OF 20. BEDDING SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT RELATIVE COMPACTION (ASTM D1557).
2. HAUNCHES SHALL BE CLEAN WELL GRADED SAND WITH 100 PERCENT PASSING THE #4 SIEVE, A MAXIMUM OF 15 PERCENT PASSING THE #200 SIEVE, AND A MINIMUM SAND
EQUIVALENT OF 20.
3. HAUNCHES SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND COMPACTED TO A MINIMUM OF 92 PERCENT RELATIVE COMPACTION (ASTM D1557).
4. INITIAL FILL SHALL BE CLEAN WELL GRADED SAND WITH 100 PERCENT PASSING THE #4 SIEVE, A MAXIMUM OF 15 PERCENT PASSING THE #200 SIEVE, AND A MINIMUM SAND
EQUIVALENT OF 20.
5. INITIAL FILL SHALL EXTEND TO ONE (1) FOOT ABOVE TOP OF PIPE AND COMPACTED TO A MINIMUM OF 92 PERCENT RELATIVE COMPACTION (ASTM D1557).
6. FINAL BACKFILL MAY CONSIST OF ON-SITE SOILS, PLACED IN LOOSE LIFTS OF EIGHT (8) INCHES AND COMPACTED TO 92 PERCENT RELATIVE COMPACTION
7. THE UPPER 12 INCHES BELOW PAVEMENTS SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION ASTMD 1557
8. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-89.
9. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM EIGHT (8) INCH LOOSE LIFTS IN ACCORDANCE WITH ASTM D 1557. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR
OPTIMUM MOISTURE CONTENT.
10. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN THREE (3) INCHES.
11. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES.
(SEE SPECIFICATIONS)
TYPICAL LIGHTING POLE BASE DETAIL 04/19/16
TYPICAL LIGHTING POLE BASE DETAIL
N.T.S.
NOTE:
2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL
BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE.
NOTE:
1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.
NOTE:
T/4
T
T/2
1-1/4" MIN.
CLEARANCE
2" MIN.
TO FIT DOWEL AND BE SECURED
DOWEL SLEEVE (CLOSED END)
DOWEL TO BE LUBRICATED
(FIRST POUR) (SECOND POUR)
SEALING COMPOUND
POURED JOINT
DOWEL TO BE LUBRICATED
SEALING COMPOUND
POURED JOINT
T/4
T
T/2
PROPOSED PAVEMENT EXISTING PAVEMENT
TOP 1/8" NO
SEALING COMPOUND
3/16" MIN.
VERTICAL SAW-CUT
SEALING COMPOUND
TOP 1/8" NO
3/16" MIN.
VERTICAL SAW-CUT
SAWCUT
3/16" MIN. REDWOOD
EXPANSION JOINT FILLER
DOWEL DIAMETER = T/8 (IN) 16" LONG
SMOOTH DOWEL @ 18" O.C.
VERTICAL SAW-CUT
T = PAVEMENT 3/16" MIN.
THICKNESS
TOP 1/8" NO SEALING
COMPOUND
T = PAVEMENT
THICKNESS
DOWEL DIAMETER = T/8 (IN) 16" LONG
SMOOTH DOWEL @ 18" O.C. DOWEL DIAMETER = T/8 (IN) 16" LONG
SMOOTH DOWEL @ 18" O.C.
T = PAVEMENT
THICKNESS
T = PAVEMENT
THICKNESS
04/28/14
SOLID ARROW PAVEMENT MARKINGS
DTRLTURN
N.T.S.
NOTES:
1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITH
SECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2. THESE WORDS ARE TO BE PAINTED "RETROREFLECTIVE WHITE WITH
GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM
PARKING LOT TO PUBLIC STREETS.
SOLID ARROW MARKINGS
1'-4"
8'-0"
1'-4" 1'-4" 1'-4"
4" 4" 4"
8'-0"
6'-0"
10'-0"
13'-0"
8'-0"
6'-0"
7'-3"
AS INDICATED ON PLANS
AS INDICATED ON PLANS
"ONLY" PAVEMENT MARKING
PAINTED "RETROREFLECTIVE WHITE"
R = RADIUS NECESSARY TO ACCOMODATE
OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS
LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE
4" INCH WHITE LETTERS READING "NO PARKING FIRE
FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH
FIRE LANE MARKING
DTFIRELN 12/17/04
WR = TURNING RADIUS PAVEMENT WIDTH
6"
FIRE VEHICLES
SPECIFIED BY LOCAL REQUIREMENTS.
N.T.S.
25'
W
R
WIDTH (feet) OF FIRE LANE
30'
20'
10'
R
W =
30'
25'
20'
W
30'MIN.
30'MIN.
30'MIN.
WR
W
WR
3'-0"
3"
2'-0"
7'-0"
1'-6"
7-0" (SECONDARY SIGNAGE, IF NEEDED)
ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
SIGN BASE
N.T.S.
MOUNT SIGN
HERE
"U"-CHANNEL POST
(3 lbs./ft.)
WHEN SIGN IS IN PAVED
AREAS, USE 4" PIPE
BOLLARD FILLED W/
CONCRETE AND
PAINTED TRAFFIC
YELLOW
SLOPE TOP OF
CONCRETE
3,500 PSI PC
CONCRETE
1'-6"
7'-0" (Min.)
3'-0" (MIN)
2'-0"
3"
ACCESSIBLE
VAN
12" X 9"
12" X 6"
PARKING
RESERVED
R7-8
VARIES
ACCESSIBLE / VAN ACCESSIBLE
PARKING SIGN
N.T.S.
THIS SIGN TYPICAL AT
ALL ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
"U"-CHANNEL
POST (2-lbs./ft.)
6" PIPE BOLLARD PAINTED
TRAFFIC YELLOW, FILLED
W/ CONCRETE.
SLOPE TOP OF
CONCRETE
3500 P.S.I. P.C.
CONCRETE
GROUND/PAVING
SURFACE
06/26/18
N.T.S.
STOP PAVEMENT MARKINGS - STREETS AND ROADS
STOP LINE (VARIABLE LENGTH)
EXTEND FULL WIDTH FROM CURB
TO CENTERLINE OF DRIVE OR
EDGE OF ENTERING LANE
NOTE:
1. WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2. THESE WORDS AND BAR ARE TO BE PAINTED
"WHITE" WHEN IN PARKING LOT AND
"RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'-0"
1'-4" 1'-4" 1'-4" 1'-4"
1'-4"
12"
EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY
4'-0"
STOP SIGN (TYP.)
36"X36" AT
HIGHWAY/STREET
INTERSECTIONS
30"X30" WITHIN
PARKING LOT
SEE SITE PLAN
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
4'-0" MIN.
CENTERLINE OF DRIVE OR
EDGE OF ENTERING LANE
4'-0"
12"
SEE SITE PLAN FOR NUMBER OF
"STOP" PAVEMENT MARKINGS
P.C. NON-REINF. CONC.
12"
STANDARD DUTY
CONCRETE PAVING
N.T.S.
5" P.C. 28-DAY CONCRETE, MIN
COMPRESSIVE STRENGTH OF 4,000 PSI
6" GRADED AGGREGATE BASE
@98% CLASS 22A AGGREGATE BASED ON
ASTM D698
P.C. CONC.
12"
STANDARD DUTY
ASPHALT PAVING
N.T.S.
3" ASPHALTIC CONCRETE
4" GRADED AGGREGATE BASE
@98% COMPACTION BASED ON
ASTM D698
12" COMPACTED SUBGRADE
REFERENCE SECTION 10.15 FOR PAVEMENT SPECIFICATIONS LISTED IN SALEM
GEOTECHNICAL ENGINEERING REPORT NO. 7-219-0819 AND DATED OCTOBER 25, 2019
VAN
VAN
VAN
VAN
VAN
DSPKSTRP
PARKING STRIPING STRIPING
04/12/13
VAN
VAN
2 X B
4.33'
B
5'
5' 8' 8' 5' 8' 8' 5'
10' 20' 20'
11'
11'
8'
STANDARD
90° SPACES
(SEE SITE PLAN
FOR SIZE)
A
(TYP.)
5'
MIN.
60°
NON-ADA STANDARD STRIPING
ISLE (TYP.)
2 X B
B
5'
10' 20' 22.83'
8'
8'
5'
11'
8'
11'
5'
9.24'
4" TRAFFIC YELLOW
STRIPING (TYP.)
45°
45°
RAISED ISLAND
(SEE END CAP
ISLANDS DETAIL)
4" TRAFFIC YELLOW
STRIPING (TYP.)
STANDARD 60°
SPACES (SEE
SITE PLAN FOR
SIZE)
2 X B
B
5'
10' 20' 19.36'
11'
9.24'
MIN.
8'
8'
5'
11'
8'
5'
11'
45°
8'
A
(TYP.)
C
60°
90°
4" TRAFFIC YELLOW PERIMETER
STRIPING (TYP.)
4" TRAFFIC YELLOW
STRIPING 2'-0" O.C.
(TYP.)
4" TRAFFIC BLUE INTERIOR
STRIPE IN ACCESSIBLE STALL-
INTERIOR BLUE STRIPE SHALL
DIRECTLY ABUT YELLOW
PERIMETER STRIPE (TYP.)
4" TRAFFIC BLUE INTERIOR
STRIPE IN ACCESSIBLE STALL-
INTERIOR BLUE STRIPE SHALL
DIRECTLY ABUT YELLOW
PERIMETER STRIPE (TYP.)
STANDARD
60° ACCESSIBLE
SPACE (TYP.)
NOTE: SEE SITE
PLAN FOR TYPE.
SYMBOL AS
SPECIFIED BY
LOCAL CODES
(TYP.)
6" TRAFFIC WHITE
(TYP.)
STANDARD
90°
ACCESSIBLE
SPACE (TYP.)
NOTE: SEE SITE PLAN FOR TYPE.
SYMBOL AS SPECIFIED BY LOCAL
CODES (TYP.)
6" TRAFFIC
WHITE (TYP.)
60° STRIPING DETAIL
90° STRIPING DETAIL
ACCESS WAY
ACCESS WAY
ACCESS WAY
N.T.S.
SEE SITE PLAN FOR
TRAFFIC PATTERNS
AND AISLE
DIMENSIONS
9.24' 9.24' 5.77' 12.7'
4.33' 9.24' 9.24' 5.77' 12.7'
4" TRAFFIC YELLOW PERIMETER
STRIPING (TYP.)
4" TRAFFIC YELLOW
STRIPING 2'-0" O.C.
(TYP.)
NON-ADA STANDARD STRIPING
ISLE (TYP.)
MIN.
MIN.
ACCESSIBLE SIGN
SEE SITE PLAN (TYP.)
ACCESSIBLE SIGN
SEE SITE PLAN (TYP.)
B B B
4" BLUE STRIPE
4" YELLOW STRIPE
4" BLUE STRIPE
4" YELLOW STRIPE
4" BLUE STRIPE
4" YELLOW STRIPE
4" BLUE STRIPE
4" YELLOW STRIPE
4" BLUE STRIPE
4" YELLOW STRIPE
8'
TYPICAL ACCESSIBLE STALL STRIPING
4" BLUE STRIPE
4" YELLOW STRIPE
20'
LIGHT POLE:
PREFERRED LOCATION.
REFERENCE LATEST SITE
DEVELOPMENT GUIDELINES
FOR SPACING AND DISTANCE
FROM FRONT OF BUILDING.
2'
LIGHT POLE:
PREFERRED LOCATION.
REFERENCE LATEST SITE
DEVELOPMENT GUIDELINES
FOR SPACING AND DISTANCE
FROM FRONT OF BUILDING.
2'
2'
LIGHT POLE:
PREFERRED LOCATION.
REFERENCE LATEST SITE
DEVELOPMENT GUIDELINES
FOR SPACING AND DISTANCE
FROM FRONT OF BUILDING.
R5'
STRIPED ISLAND
(PREFERRED)
STRIPED ISLAND
(PREFERRED)
RAISED ISLAND
(SEE END CAP
ISLANDS DETAIL)
9.24' 5.77' 12.7'
12.75'
NOTES:
1. SEE SITE PLAN FOR TOTAL LAYOUT.
2. THESE DETAILS ARE FOR REFERENCE AND
DIMENSION CONTROL ONLY.
3. ALL DIMENSIONS ARE TO ℄ OF STRIPE UNLESS
OTHERWISE INDICATED.
4. ALL COLORS AS SHOWN OR AS SPECIFIED BY
LOCAL CODES.
CL
ACCESSIBLE PARKING SYMBOL
LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN"
LETTERING
6.5'
7.0'
6"
2.5' R
(TYP.)
B B
B
B
B
B
9.5'
A
10.97'
C
11.0'
8.0'
5.0'
SEE SITE PLAN
5.77'
9.24'
12.70'
DIMENSION CHART
9.0' 10.39'
5'MIN.
5' MIN.
R5'
5' MIN.
STRIPED ISLAND
(PREFERRED)
R5'
REFERENCE SECTION 10.15 FOR PAVEMENT SPECIFICATIONS LISTED IN SALEM
GEOTECHNICAL ENGINEERING REPORT NO. 7-219-0819 AND DATED OCTOBER 25, 2019
NOTE: GUTTER SLOPE TO MATCH
1" MAX. RADIUS
1/2" MIN. RADIUS
CONCRETE
CURB AND GUTTER
1" MAX. RADIUS
1/2" MIN. RADIUS
N.T.S.
18" MIN.
24" MAX.
FACE OF CURB
BACK OF CURB
12"
6" 6"
6"
17" MAX.
11" MIN.
1"
SEE PAVING DETAILS FOR
SUBGRADE AND COMPACTION
ASPHALTIC CONCRETE PAVING
PAVEMENT SECTIONS, SUBBASE,
REQUIREMENTS.
CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
COAT TO FACE OF CURB
WHERE CURB CONTACTS
ASPHALT.
P.C. CONCRETE
ADJACENT PAVEMENT,
TRAVERSE AND LONGITUDINAL.
12"
12" COMPACTED SUBGRADE
sidewalk
yield to
pedestrian sign
w
ue
ue
sanitary sewer manhole
rim = 5002.85'
6" PVC inv. in (N) = 4995.29'
6" PVC inv. out (S) = 4995.23'
sanitary sewer manhole
rim = 5000.72'
6" PVC inv. in (N) = 4993.24'
6" PVC inv. out (S) = 4993.10'
stop sign
concrete sidewalk
stop sign
stop sign
stop sign stop sign
stop sign
concrete sidewalk
15"
3"
14
10"
14" 12"
12"
14"
15"
15"
18"
9"
4"
14"
18"
12"
12" 10" 10"
12" 12"
14" 10" 14" 12"
15"
14"
12" 12"
12" 12"
10" 12" 10"
12"
15"
12"
15"
15"
15"
18"
14"
12"
14"
10"
10"
14"
12"
10"
12"
10"
14"
14"
10"
10"
12"
APPROX. LOCATION
EXISTING 10' ACCESS AND
UTILITY EASEMENT TO REMAIN
APPROX. LOCATION
EXISTING 20' ACCESS AND
UTILITY EASEMENT TO REMAIN
APPROXIMATE
BOUNDARY OF LOT 1
APPROXIMATE
BOUNDARY OF LOT 1
LOT 1
HARMONY MARKET P.U.D.
APN 9601117001
N89°24'31''E 263.86
S00°00'00''E 714.30
INV 4993.31±
(CALCULATED)
INV 4994.64
INV 4996.72
INV 4996.58
RIM 4999.91
A
B
E
F
1.5''W
1.5'' IRRIGATION WATER
REF IRRIGATION PLAN
FOR CONTINATION
I
J
G
H
K
L
N
P
O
O
O
N
N
N
M
S
287'±
BLANKET ACCESS AND DRAINAGE EASEMENT TO REMAIN
2''C UGT
2''C FOC
2''C UGT
2''C FOC
2''C UGE
2''C UGE 2''C UGE
e
e
e
e
e
e
w
w
w
w
w
w
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
ss
ss
APPROX. LOCATION
EXISTING 20' UTILITY
EASEMENT TO REMAIN
APPROX. LOCATION
EXISTING 30'
ACCESS AND
UTILITY EASEMENT
TO REMAIN
INV 4995.64
11.25° BEND
B
94 LF 6'' PIPE @ 1.00%
7 LF 4'' PIPE @ 2.00%
100 LF 6'' PIPE @ 1.00%
1 LF 6'' PIPE @ 14.07%
100 LF 6'' PIPE @ 1.00%
INV 4993.64
B
INV 4993.45
B
19 LF 6'' PIPE @ 1.00%
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
PROPOSED LEGEND
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
6:41 PM C8
7/29/20
UTILITY PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-UP
JOB # 31493 DRAWING: 31493-UP.dwg LAST SAVED BY: JOEPERKINS
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
5/19/2020INITIAL DESIGN
EXISTING LEGEND
w
ADE
SIGN
WATER VALVE
WATER METER
LIGHT POLE
UNDERGROUND ELECTRIC LINE
UNDERGROUND WATER LINE
ACCESS AND DRAINAGE EASEMENT
AUE ACCESS AND UTILITY EASEMENT
TELECOMMUNICATIONS PEDESTAL
TV CABLE TV PEDESTAL
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
UNDERGROUND STORM LINE
DECIDUOUS TREE (SIZES SHOWN HEREON)
e
w
PROPERTY LINE
EASEMENT LINE
ss UNDERGROUND WATER LINE
XXXX CONTOUR (ONE FOOT INTERVAL)
STORM DRAIN
JOINT TRENCH
SANITARY SEWER SERVICE
SANITARY SEWER FORCE MAIN
UNDERGROUND ELECTRIC SERVICE
UNDERGROUND TELEPHONE SERVICE
WATER SERVICE
X"FO FIBER 0PTIC CONDUIT
X"W
UGT
UGE
X" FM
X"S
JT
UTILITY NOTES
A SANITARY SEWER WYE
B SANITARY SEWER CLEAN-OUT, REF DETAIL SHEETS
C NOT USED
D NOT USED
E SANITARY SEWER MANHOLE, REF DETAIL SHEETS
F SANITARY SEWER SERVICE BUILDING ENTRY, REF ARCH / MEP PLANS
G POINT OF CONNECTION, DOMESTIC WATER SERVICE
H POINT OF CONNECTION, IRRIGATION WATER SERVICE
I UNDERGROUND VENT PIPING FROM UNDERGROUND STORAGE TANKS, REF ARCH PLANS
J UNDERGROUND STORAGE TANK VENT, REF ARCH PLANS
K DOMESTIC WATER METER IN H20 TRAFFIC RATED VAULT WITH INTERIOR BACKFLOW PREVENTER
L IRRIGATION WATER METER IN H20 TRAFFIC RATED VAULT WITH INTERIOR BACKFLOW PREVENTER
M TRANSFORMER, REF ELECTRIC COMPANY PLANS
N ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE H-20 LOAD RATED. THE TYPICAL PULL
BOX SIZE WILL BE 17 INCHES X 24 INCHES X 24 INCHES ''QUAZITE'' PG1730BA24 BOX WITH PG1730HA0 LID, OR
APPROVED EQUAL. DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER
UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A CONCRETE COLLAR
AND A MINIMUM OF 8 INCHES OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO
CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48 INCHES X 48 INCHES X 24 INCHES PRECAST CONCRETE WITH
SEPARATE MANHOLE LID AND COLLAR.
O FIBER OPTIC CONDUIT TO FUEL STATION: TWO 2" CONDUITS FOR FIBER OPTIC CABLES AND TELEPHONE LINES REQUIRED
FROM BUILDING TO GAS LOT AS NECESSARY, COORDINATE WITH CURRENT UDCP. THE CONDUITS SHALL BE 2"
DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL
WIRE OR PURPLE PROPYL-POLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN EACH
CONDUIT. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH
INTEGRAL "BURIED FIBER OPTIC CABLE" WORDING, 12" ABOVE THE CONDUITS.
P CONTRACTOR SHALL COORDINATE TRENCH CONSTRUCTION WITH STORE MANAGER TO LIMIT DISRUPTION TO STORE
OPERATIONS
Q COORDINATE EXACT BUILDING ENTRANCE LOCATION WITH ARCHITECT
S MAINTAIN MINIMUM 18 INCHES VERTICAL SEPARATION
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
5/19/2020INITIAL DESIGN
SITE FEATURES
DRAINAGE BOUNDARY
FLOW PATH
S
OSV
VENT
APPROX. LOCATION EXISTING
10' ACCESS AND
UTILITY EASEMENT TO REMAIN
S00°00'00''E 714.30
4999
4999
4999
4999
4998
4998
4997
4999
(P) ''POND A'' HW
4997.66
42 LF 8'' TD @ 0.50%
44 LF 8'' TD @ 2.00% 44 LF 8'' TD @ 2.46%
17 LF 8'' TD @ 0.50%
43 LF 8'' TD @ 0.75%
5 LF 6'' PIPE @ 5.90%
44 LF 6'' PIPE @ 11.29%
30 LF 6'' PIPE @ 1.08%
49 LF 12'' HPP @ 1.08%
2 LF 8'' PIPE @ 2.11%
5 LF 12'' HPP @ 1.08%
33 LF 12'' HPP @ 1.08%
21 LF 12'' HPP @ 1.08%
44 LF 6'' PIPE @ 11.70%
5 LF 6'' PIPE @ 6.31%
35 LF 8'' TD @ 2.00%
41 LF 8'' TD @ 0.50%
INV 4998.58
TG 4999.26
A
INV 4998.25
TG 4998.93
A
INV 4998.17
TG 4999.06
A
INV 4999.05
TG 4999.91
A
INV 4998.17
TG 4999.03
A
INV 4997.97
TG 4999.05
A
INV 4998.38
TG 4999.06
A
INV 4999.08
TG 4999.75
A
INV 4995.89
B C
INV 4997.69
B
INV 4995.56
B
INV 4994.97
F
INV 4997.87
B
TG 4999.71
INV (E,W) 4992.70
SUMP 4992.20
D
INV (N,S) 4994.40±
E
INV 4995.03
F
B
INV 4994.62
F
(E) ''POND A'' HW
4997.66±
INV 4995.08
H
APPROXIMATE
BOUNDARY OF LOT 1
5000.00
fl
ep 5000.43
5000.92
5000.60
fl
ng
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
0 10' 15' 20'
SCALE IN FEET
DAYLIGHT LINE
2.0% SURFACE FLOW
LIMITS OF TWO (2) FOOT OVERBUILD
LIMITS OF DISTURBANCE (SHOWN TWO
(2) FOOT OFFSET FOR CLARITY)
EXISTING LEGEND
w
ADE
SIGN
WATER VALVE
WATER METER
LIGHT POLE
UNDERGROUND ELECTRIC LINE
UNDERGROUND WATER LINE
ACCESS AND DRAINAGE EASEMENT
AUE ACCESS AND UTILITY EASEMENT
TELECOMMUNICATIONS PEDESTAL
TV CABLE TV PEDESTAL
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
UNDERGROUND STORM LINE
DECIDUOUS TREE (SIZES SHOWN HEREON)
e
w
PROPERTY LINE
EASEMENT LINE
(2.0%)± EXISTING SURFACE FLOW
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
2:47 PM C7
8/3/20
DRAINAGE PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-GP
JOB # 31493 DRAWING: 31493-GP.dwg LAST SAVED BY: JOEPERKINS
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
5/19/2020INITIAL DESIGN
PROPOSED LEGEND
GRADE BREAK
CONTOUR ELEVATIONS
STORM DRAIN
x XX.XX
SPOT ELEVATIONS
XXX
NOTE:
WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
A EIGHT (8) INCH H20 RATED TRENCH DRAIN, REF DETAIL SHEETS
B STORM DRAIN CLEAN OUT, REF DETAIL SHEETS
C CONNECT TO CANOPY DOWN SPOUT, REF ARCH / MEP PLANS FOR CONTINUATION
D FUEL SPILL CONTAINMENT STRUCTURE, REF DETAIL SHEET
E CONNECT TO EXISTING DRAINAGE INLET
F 12X12X8 INCH TEE
G 12 INCH 45° BEND
H ONE (1) INCH FUEL SPILL CONTAINMENT VENT PIPE
GRADING PLAN LEGEND
ABBREVIATIONS:
FFE FINISH FLOOR ELEVATION
FS FINISH SURFACE
G FLOWLINE OF GUTTER
INV INVERT ELEVATION
TC TOP OF CURB
ss UNDERGROUND WATER LINE
XXXX CONTOUR (ONE FOOT INTERVAL)
tc
fl 4997.63
4998.08
tc
4997.91
fl
tc 4998.34
4998.25
tc
fl 4997.75
fl 4997.54
4998.02
tc
4997.67
fl
tc 4998.17
4998.17
tc
4998.14
fl
tc 4998.57
fl 4997.47
4997.94
tc
fl 4997.30
4997.78
tc
4997.97
tc
4997.56
fl
4997.47
ec
4997.38
fl
4997.74
ec
ng 4998.39
fl 4997.73
ng 4999.31
fl 4998.45
fl 4998.11
4998.53
fl
4998.40
fl
fl 4998.21
4998.43
ng
ng 4998.77
4998.79
fl
4999.90
fl
5000.73
fl
5000.86
fl
fl 5001.25
5000.59
fl
sw 5000.94
fl 5002.28
tc 5002.33
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
stop sign
metal chase
storm grate
rim = 4996.62'
18" RCP inv. (S) = 4994.40'
speed bump
outback curbside
pickup sign
concrete sidewalk
concrete
asphalt
asphalt
concrete sidewalk concrete sidewalk
concrete
sidewalk
yield to
pedestrian sign
20' AUE
10' AUE
5000.90
tc
5000.44
fl
5000.39
ep
ep 5000.97
5000.43
ep
5000.92
tc
5000.60
fl
5002.28
tc
fl 5001.78
ep 5001.54
5002.34
ec
5002.42
fl
w
5002.79
fl
5003.17
tc
5003.07
tc
5002.78
fl
5002.36
ep
ue
ep 5002.86
fl 5002.96
5003.33
tc
5003.26
tc
5002.81
fl
ep 5002.87
5004.27
tc
5003.94
fl
5003.79
ep
5002.13
tc
fl 5001.65
5001.52
ep
5001.53
tc
fl 5001.35
5001.06
ep
5001.18
ep
tc 5001.64
5001.28
ep
5001.66
tc
5001.24
fl
5000.60
ep
5000.68
fl
5001.17
tc
4999.72
tc
4999.23
fl
ep 4999.25
4999.29
ep
fl 4999.39
4999.85
tc
tc 4999.84
4999.44
fl
ep 4999.47
ep 4997.26
4997.23
fl
4997.68
tc
ep 4997.15
4997.26
fl
4997.62
tc
4997.50
tc
4997.14
fl
ep 4997.02
4997.39
ep
4997.32
fl
4997.67
tc
4997.92
tc
4997.50
fl
ep 4997.42
tc 4998.56
4998.34
fl
4998.33
ep
4998.09
ep
4998.36
fl
4998.64
tc
4997.73
ep
4997.80
ep
fl 4997.92
4998.28
tc
4998.38
tc
4997.73
fl
4997.60
ep
fl 4998.47
4998.32
eop
eop 4998.05
fl 4998.20
4998.57
tc
fl 4998.24
ep 4998.27
ep 4997.69
fl 4997.78
4998.24
tc
ep 4998.77
4998.83
fl
4999.07
tc
4998.70
tc
4998.26
fl
4998.12
ep
ng 4997.72
4997.95
ng
ng 4998.08
4998.19
ng
ng 5000.86
4999.87
ng
4999.43
ng
ng 4998.96
ng 4998.56
ng 4998.25
ng 4998.06
4997.83
ng
ng 4997.58
ng 4997.54
4997.74
ng
ng 4997.39
4996.86
ng
ng 5000.34
ng 5001.68
4999.70
ng
4998.96
ng
4998.49
ng
4998.25
ng
4998.15
ng
ng 4998.14
ng 4998.41
4998.53
ng
ng 4998.10
4998.10
ng
4997.54
ng
4998.08
ng
ng 5003.26
5002.63
ng
ng
ng 5004.87
5005.79
tc
5005.37
fl
ep 5005.28
5006.17
5005.78
tc
ep 5005.18
5005.32
fl
ssmh
ssmh
ssmh
co
5003.56
ec
fl 5003.56
5004.08
tc
eop 5004.08
fl 5004.10
tc 5004.04
mb
5005.79
tc
5005.35
fl
5005.21
ec
ec 5003.44
tc 5003.98
5003.16
ec
ep 5002.23
tc 5002.81
5002.52
5003.13
fl 5000.93
5002.14
fl 5001.22
5002.70
fl 5002.40
5003.38
fl
5003.52
fl
tc 5003.63
5003.86
5004.29
fl 5001.92
5002.42
tc
fl 5001.56
5001.59
tc
5001.74
fl
ec 5001.77
tc 5002.30
fl 5001.83
5001.95
ec
5002.17
tc
5001.76
fl
5001.77
ec
5001.33
fl
5001.80
tc
large snow pile at
time of survey
concrete sidewalk
stop sign
stop sign stop sign
pillars
planters
concrete sidewalk
5004
5003
5002
5001
5000
4999
4998
4997
15"
3"
14
10"
14"
6"
14"
12"
12"
14"
15"
15"
18"
9"
4"
14"
18"
12"
12" 10" 10"
12" 12"
10" 14" 12"
15"
14"
12" 12"
12" 12"
12"
12"
10"
12"
15"
15"
15"
18"
14"
12"
14"
10"
10"
14"
12"
10"
12"
10"
14"
KIOSK
200± SF FFE 5000.05
covered cart return
covered cart return
S
OSV
VENT
TEMPORARY ONSITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
EXISTING 20' ACCESS AND
UTILITY EASEMENT TO REMAIN
BLANKET ACCESS AND DRAINAGE EASEMENT TO REMAIN
APPROXIMATE
BOUNDARY OF LOT 1
APPROXIMATE
BOUNDARY OF LOT 1
N89° 24' 31"E 263.86'
LOT 1
HARMONY MARKET P.U.D.
APN 9601117001
S00°00'00''E 714.30
FS 4999.80 FS 4999.80
FS 4999.92
FS 4999.92
FS 4999.95
FS 4999.95
FS 4999.91
FS 4999.82
FS 4999.75 FS 4999.75
FS 4999.93
FS 4999.95
FS 4999.83
FS 4999.83
FS 4999.63
FS 4999.63
FS 4998.93
FS 4999.25
TC 4999.70
G 4999.20
TC 4999.38
G 4998.88
FS 4999.06
FS 4999.06
FS 4999.06 FS 4999.93 FS 4999.06
TC 4999.17
G 4998.67
TC 4999.08
G 4998.58
TC 4998.70
G 4998.20
TC 4998.62
G 4998.12
TC 4998.50
G 4998.00
TC 4998.50
G 4998.00
TC 4998.78
G 4998.28
TC 4998.18
G 4997.68
TC 4998.56
G 4998.06
TC 4998.30
G 4997.80
TC 4997.68
G 4997.18
TC 4997.86
G 4997.36
TC 4997.60
G 4997.10
TC 4997.75
G 4997.25
TC 4998.12
G 4997.62
FS 4998.23
FS 4997.85
FS 4998.17
FS 4999.28
FS 4999.48
TC 4999.17
G 4998.67
TC 4999.37
G 4998.87
TC 4998.06
G 4997.56
TC 4997.55
G 4997.05
TC 4997.51
G 4997.01
TC 4997.92
G 4997.42
TC 4997.87
G 4997.37 TC 4998.62
G 4998.12
TC 4998.63
G 4998.13
TC 4998.37
G 4997.87
TC 4998.32
G 4997.82
TC 4999.70
G 4999.20
FS 4999.81
TC 4999.54
G 4999.04
FS 4998.92
TC 4999.58
G 4999.08
FS 4998.96
FS 4999.61
TC 4999.52
G 4999.02
TC 4999.06
G 4998.56
TC 4998.96
G 4998.46
FS 4998.63
FS 4998.94 FS 4998.79
TC 5001.10
G 5000.60
FS 5001.15
FS 5000.04
FS 5000.50 TC 5000.39
G 4999.89
1.9%
1.8%
1.9%
2.0% 2.0%
1.6%
1.6%
1.6%
1.6%
2.0% 2.0%
2.0% 2.0%
2.0% 2.0%
1.4%
0.9%
2.0%
4.0%
0.7%
4.3% 0.5%
2.1%
4.0%
3.2%
5.3%
5.2%
TC 4998.98
G 4998.48
1.5%
3.1%
1.8%
1.7%
1.8%
4.9% 1.7%
6.2% 7.3%
1.9%
1.1%
1.0%
1.7%
1.9%
0.9%
1.7%
FS 5000.80
5001
5000
5000
4999
4999
4999
4999
4998
4998
4997
4998
4999
TC 4998.16
G 4997.66
TC 4998.15
G 4997.65
0.3%
A A
A
A
A
A
A
TC 5000.70
G 5000.20
B
2.9%
(1.1%)±
(2.0%)±
(1.6%)±
(1.2%)±
5000
5001
5002
4999
4998
4998
4998
4998
4998
4997
4998
4998
4999
5000
5000
5001
5001
5001
5001
5002
B
TG (4996.66±)
4.1%
EXISTING 10' ACCESS AND
UTILITY EASEMENT TO REMAIN
5.0%
TC (4998.33±)
G (4997.83±)
TC (4998.09±)
G (4997.59±)
FS 4998.11
FS 4998.00
FS 4997.83
FS 4997.72
F
F
C
D
D
D
D
D
D
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
5:30 PM C6
7/29/20
GRADING PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-GP
JOB # 31493 DRAWING: 31493-GP.dwg LAST SAVED BY: JOEPERKINS
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
5/19/2020INITIAL DESIGN
PROPOSED LEGEND
GRADE BREAK
CONTOUR ELEVATIONS
SPOT ELEVATIONS
XXX
NOTE:
WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
A LIMITS OF SAWCUT AND PAVEMENT REMOVAL, MATCH EXISTING ELEVATIONS
B MATCH EXISTING ELEVATIONS
C FUEL SPILL CONTAINMENT STRUCTURE, REF SHEET C7 - DRAINAGE PLAN
D EIGHT (8) INCH H20 RATED TRENCH DRAIN, REF SHEET C7 - DRAINAGE PLAN
E STORMDRAIN CLEAN-OUT, REF DETAIL SHEETS
F PULL BOX, REF SHEET C8 - UTILITY PLAN
A EIGHT (8) INCH H20 RATED TRENCH DRAIN, REF DETAIL SHEETS
B STORM DRAIN CLEAN OUT, REF DETAIL SHEETS
C CONNECT TO CANOPY DOWN SPOUT, REF ARCH / MEP PLANS FOR CONTINUATION
D FUEL SPILL CONTAINMENT STRUCTURE, REF DETAIL SHEET
E CONNECT TO EXISTING DRAINAGE INLET
F 12X12X8 INCH TEE
G 12 INCH 45° BEND
H ONE (1) INCH FUEL SPILL CONTAINMENT VENT PIPE
GRADING PLAN LEGEND
ABBREVIATIONS:
FFE FINISH FLOOR ELEVATION
FS FINISH SURFACE
G FLOWLINE OF GUTTER
INV INVERT ELEVATION
TC TOP OF CURB
DAYLIGHT LINE
2.0% SURFACE FLOW
LIMITS OF TWO (2) FOOT OVERBUILD
LIMITS OF DISTURBANCE (SHOWN TWO
(2) FOOT OFFSET FOR CLARITY)
EXISTING LEGEND
w
ADE
SIGN
WATER VALVE
WATER METER
LIGHT POLE
UNDERGROUND ELECTRIC LINE
UNDERGROUND WATER LINE
ACCESS AND DRAINAGE EASEMENT
AUE ACCESS AND UTILITY EASEMENT
TELECOMMUNICATIONS PEDESTAL
TV CABLE TV PEDESTAL
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
UNDERGROUND STORM LINE
DECIDUOUS TREE (SIZES SHOWN HEREON)
e
w
PROPERTY LINE
EASEMENT LINE
(2.0%)± EXISTING SURFACE FLOW
ss UNDERGROUND WATER LINE
XXXX CONTOUR (ONE FOOT INTERVAL)
x XXXX.XX
x (XXXX.XX±) EXISTING SPOT ELEVATIONS
E
TYP
FF
FF
FF FF
K K
L
L
M
N
P
P
P
P
P
P
Q
Q
Q
Q
R
S
S
S
T
U
V
W
W
Z
X
Y
Z
I
H
I
H
APPROX. LOCATION EXISTING
10' ACCESS AND UTILITY
EASEMENT TO REMAIN
APPROX. LOCATION EXISTING
20' ACCESS AND UTILITY
EASEMENT TO REMAIN
BLANKET ACCESS AND DRAINAGE EASEMENT TO REMAIN
APPROXIMATE
BOUNDARY OF LOT 1
APPROXIMATE
BOUNDARY OF LOT 1
LOT 1
HARMONY MARKET P.U.D.
APN 9601117001
BB
LIGHT POLE
CC
LIGHT POLE
AA
AA
AA
BB
LIGHT POLE
CC
LIGHT POLE
N89°24'31''E 263.86
S00°00'00''E 714.30
6'
X
X
X
G
BEGIN
G
END
G
END
G BEGIN
G G
G G
O
Q
BLDG #100
BLDG #101
DD
DD
DD
EE
J A J J
A
A
HORIZONTAL CONTROL POINT LIST
POINT #
100
101
NORTHING
1433645.9007
1433670.1507
EASTING
3121420.4473
3121412.1973
DESCRIPTION
BUILDING CONTROL
BUILDING CONTROL
ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
SITE LEGEND
PROPOSED LEGEND
CONCRETE CURB AND GUTTER TYPICAL, SEE DETAIL SHEET
PROPERTY LINE/RIGHT-OF-WAY LINE
STRIPE LEGEND
SWSL/4" SINGLE WHITE SOLID LINE, 4" WIDE
SYSL/4" SINGLE YELLOW SOLID LINE, 4" WIDE
DYLS/4" DOUBLE YELLOW SOLID LINE, 4" WIDE
SYSL/10" SINGLE YELLOW SOLID LINE, 10" WIDE
SWDL/4" SINGLE WHITE DASHED LINE, 4" WIDE
SYBL/4" SINGLE YELLOW BROKEN LINE, 4" WIDE
SWSL/24" SINGLE WHITE SOLID LINE, 24" WIDE
LIMITS OF CONCRETE SIDEWALK, REF DETAIL SHEETS
LIMITS OF STANDARD DUTY ASPHALT PAVING, REF DETAIL SHEETS
LIMITS OF STANDARD DUTY CONCRETE PAVING, REF DETAIL SHEETS
A FIRE APPARATUS ACCESS ROAD STENCILING & FIRE LANE SIGN INSTALLATION (STANDARD
DETAIL 1 (WITHOUT STENCIL)) PER LARIMER COUNTY URBAN AREA STREET STANDARDS,
DRAWING 1419
B AREA STRIPED AT SYSL/4" AT 45° @ 2'-0" O.C.
C ''EXIT'' PAVEMENT MARKING, REF "ARROW PAVEMENT MARKING" DETAIL. SEE DETAIL SHEET.
D ARROW PAVEMENT MARKINGS TYPICAL, SEE PLAN FOR TYPE. SEE DETAIL SHEET.
E ENTER PAVEMENT MARKING WITH ARROW, SEE DETAIL SHEET.
F TRANSFORMER WITH BOLLARD PROTECTION, REF. UTILITY PLAN.
G CONCRETE CURB AND GUTTER, REF DETAIL SHEET.
H 30''x30'' R1-1 ''STOP'' SIGN.
I ''STOP'' PAVEMENT MARKING, SEE DETAIL SHEET.
J FIRE ACCESS ROAD SIGN (STANDARD FIRE LANE SIGN DETAIL) PER LARIMER COUNTY URBAN
AREA STREET STANDARDS, DRAWING 1418
K 30''x30'' R5-1 ''DO NOT ENTER'' SIGN
L FUEL CANOPY, REF ARCH PLANS.
M UNDERGROUND STORAGE TANKS. REF. ARCH PLANS.
N UNDERGROUND VENT PIPING FROM UNDERGROUND STORAGE TANK, REF. ARCH PLANS.
O ADA RAMP IN SIDEWALK, REF DETAIL SHEETS
P LANDSCAPE AREA. SEE LANDSCAPE PLANS.
Q STANDARD DUTY ASPHALT PAVING, SEE DETAIL SHEETS.
R STANDARD DUTY CONCRETE PAVING, SEE DETAIL SHEETS.
S LIMITS OF ARCHITECTURAL CONCRETE, REF ARCH PLANS.
T DOWN SPOUTS - (TYP REF MEP PLANS).
U ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN, SEE DETAIL SHEETS.
V BIKE RACK, "CLASSIC BIKE U RACK" (IN-GROUND MOUNT) BY CYCLESAFE OR APPROVED EQUAL.
W ACCESSIBLE RAMP IN SIDEWALK. SEE DETAIL SHEET.
X CONCRETE SIDEWALK (SEE SIZE THIS SHEET). SEE DETAIL SHEET.
Y CROSSWALK MARKING. SEE WIDTH INDICATED AT SYMBOL. SEE DETAIL SHEET.
Z 2'x5' DETECTABLE WARNING, ARMOR-TILE OR APPROVED EQUAL
AA EXISTING TO REMAIN
BB EXISTING TO BE RELOCATED
CC POINT OF RELOCATION
DD PULL BOX, REF SHEET C8 - UTILITY PLAN
EE FUEL SPILL CONTAINMENT VENT PIPE, REF SHEET C7 - DRAINAGE PLAN
FF NO PARKING ANY TIME SIGN DETAIL PER LARIMER COUNTY URBAN AREA STREET STANDARDS,
DRAWING 1402B
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
6:42 PM C5
7/30/20
SITE PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-SP
JOB # 31493 DRAWING: 31493-SP.dwg LAST SAVED BY: JOEPERKINS
SITE INFORMATION
PROPOSED SITE AREA 21,200± SF (0.45 ACRES)
TOTAL PAVEMENT DEMO 19,512± SF
TOTAL PAVEMENT REPLACED 19,111± SF
LANDSCAPE DEMO 0± SF
LANDSCAPE ADDED 358± SF
ZONING INFORMATION
JURISDICTION: FORT COLLINS, COLORADO
ACCESSORS PARCEL NUMBER 9601117001
EXISTING ZONING: H-C (HARMONY CORRIDOR DISTRICT)
PROPOSED ZONING: H-C (HARMONY CORRIDOR DISTRICT)
MINIMUM PARCEL SIZE N/A
EXISTING PARCEL SIZE 520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKET P.U.D.)
MINIMUM PARCEL WIDTH 90'
EXISTING PARCEL WIDTH 550± FT MIN
EXISTING LOT COVERAGE TBD
PROPOSED LOT COVERAGE TBD
MAX. BUILDING HEIGHT ALLOWED: 6 STORIES
PROPOSED BUILDING HEIGHT: SINGLE STORY 10'-10" (KIOSK) - 17'-5" (CANOPY)
EXISTING SAM'S CLUB: 130,383± SF
KIOSK FLOOR AREA: 200± SF
CANOPY FLOOR AREA: 3594± SF
SETBACKS: BUILDING:
FRONT YARD: N/A
SIDE YARD: N/A
REAR YARD: N/A
LANDSCAPE:
FRONT YARD: N/A
SIDE YARD: N/A
REAR YARD: N/A
PROJECT INFORMATION
PROJECT NAME: SAM'S CLUB FUEL STATION ADDITION
PROJECT ADDRESS:
4700 BOARDWALK DRIVE
FORT COLLINS, COLORADO
PROJECT DESCRIPTION: GAS STATION ADDITION ON EXISTING SAM'S CLUB SITE
SAM'S CLUB PARKING INFORMATION
PARKING REQUIRED: 2 SPACE / 1,000 SF (MIN) BUILDING SPACE
4 SPACE / 1,000 SF (MAX) BUILDING SPACE
EXISTING PARKING: STANDARD: 545
ACCESSIBLE: 12
TOTAL PARKING: 557 (4.27/1,000)
TOTAL PARKING AFTER
CONSTRUCTION:
STANDARD: 471
ACCESSIBLE: 13 (9 REQUIRED)
TOTAL PARKING: 484 (262 MIN - 524 MAX REQUIRED)
3.71 SPACES / 1,000 SF BUILDING SPACE (2/1,000 MIN - 4/1,000 MAX REQ'D)
BICYCLE PARKING REQUIRED: 1 SPACE PER 4,000 SF BUILDING SPACE
BICYCLE PARKING PROVIDED: 2
Know what'sbelow.
Call before you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
LIMITS OF ARCHITECTURAL CONCRETE, REF ARCH PLANS
OVERALL SHOPPING CENTER PARKING INFORMATION
PARKING REQUIRED: 2 SPACE / 1,000 SQ FT (MIN) BUILDING SPACE
4 SPACE / 1,000 SQ FT (MAX) BUILDING SPACE
TOTAL BUILDING SQ AREA (POST CONSTRUCTION) 392,427± SQ FT
TOTAL PARKING (POST CONSTRUCTION) 1,893 SPACES
4.82 SPACES / 1,000 SQ FT
5/19/2020INITIAL DESIGN
EXISTING LEGEND
w
ADE
SIGN
WATER VALVE
WATER METER
LIGHT POLE
UNDERGROUND ELECTRIC LINE
UNDERGROUND WATER LINE
ACCESS AND DRAINAGE EASEMENT
AUE ACCESS AND UTILITY EASEMENT
TELECOMMUNICATIONS PEDESTAL
TV CABLE TV PEDESTAL
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
UNDERGROUND STORM LINE
DECIDUOUS TREE (SIZES SHOWN HEREON)
e
w
PROPERTY LINE
EASEMENT LINE
ss UNDERGROUND WATER LINE
XXXX CONTOUR (ONE FOOT INTERVAL)
10'
30'
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
1:36 PM C4.1
8/3/20
FIRE DEPT ACCESS PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-OSP
JOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINS
LEGEND
EXISTING ACCESS AND DRAINAGE EASEMENT,
REF PLAN FOR WIDTH
Know what'sbelow.
Call before you dig.
5/19/2020INITIAL DESIGN
0 80' 120' 160'
SCALE IN FEET
EXISTING BLANKET ACCESS AND DRAINAGE
EASEMENT
30°
60°
90°
120°
150°
180°
VEHICLE TRACKING V20.00.2188(20190304) (C) AUTODESK, INC. WWW.AUTODESK.COM
NOTES: TITLE: E-ONE
HEAVY WALKIN
RESCUE
40.57' MIN RADIUS
(OUTER WHEEL)
45.78' MIN RADIUS
(INNER WHEEL)
25' MIN RADIUS
(INNER WHEEL)
MAX KICKOUT 0.79'
20.75' 8.33'
4.83' 43.25'
OVERALL LENGTH 43.250'
OVERALL WIDTH 8.333'
OVERALL BODY HEIGHT 11.000'
MIN BODY GROUND CLEARANCE 1.393'
TRACK WIDTH 8.333'
LOCK TO LOCK TIME 6.00 SECONDS
MAX WHEEL ANGLE 45.00°
TURN(S) BASED UPON FRONT AXLE FOLLOWING A CIRCULAR ARC
STARTING TANGENTIALLY.
4
5
1
.
9
4
Δ
=
1
9
°
4
2
'
1
6
"
N85°15'16"W 66.41'
N68°30'20"W 150.28'
L
=
2
0
5
.
8
2
,
R
=
5
7
6
.
0
0
Δ
=
2
0
°
2
8
'
2
2
"
S00°00'01"E 308.47'
N90°00'00"E 117.28'
S00°00'00"E 714.30'
N89°24'31"E 263.86'
L
=
9
5
.
3
1
,
R
=
1
0
0
.
0
0
Δ
=
5
4
°
3
6
'
2
2
"
N34°48'09"E 118.16'
L
=
7
9
.
7
4
,
R
=
1
0
0
.
0
0
Δ
=
4
5
°
4
1
'
1
5
"
N80°29'24"E 99.48'
N80°29'24"E 20.16'
L=77.16, R=565.96
Δ=7°48'40"
N08°50'22"W 215.96'
L
=
1
1
9
.
4
7
,
R
=
6
4
3
.
9
7
Δ
=
1
0
°
3
7
'
4
8
"
N01°47'25"E 255.44'
6 5
39
20 20 25 30 34 38 36
20
13
17 14
4
71
18
82
46
43
51
37
11
21
15
25 28
23
117
151
210
137
207 141
GREASE MONKEY OIL CHANGE
2,382± SQ FT
1036 OAKRIDGE DRIVE, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
MULTIPLE RETAIL SHOPS USE: COMMERCIAL/RETAIL
115,074± SQ FT
813 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
126'±
52'± 47'±
70'
48'±
70'±
80' HARMONY ROAD SETBACK
40' COLLECTOR BUILDING SETBACK
40' COLLECTOR BUILDING SETBACK
EXISTING TRASH COMPACTOR
RED ROBINS
8,118± SQ FT
701 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
MULTIPLE RETAIL SHOPS
8,992± SQ FT
731 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
OUTBACK STEAK HOUSE
6,214± SQ FT
807 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
HIBACHI GRILL & SUPREME BUFFET
10,330± SQ FT
901 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
MULTIPLE RETAIL SHOPS
20,939± SQ FT
931 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
FIRST BANK
6,680± SQ FT
1013 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
DIAMOND SHAMROCK GAS STATION
1,885± SQ FT
4701 S. LEMAY AVENUE, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
GREASE MONKEY OIL CHANGE
2,382± SQ FT
1036 OAKRIDGE DRIVE, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
MULTIPLE RETAIL SHOPS
21,322± SQ FT
925 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
MULTIPLE RETAIL SHOPS
54,018± SQ FT
1001 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
40' COLLECTOR BUILDING SETBACK
MULTIPLE RETAIL SHOPS
5,890± SQ FT
921 E. HARMONY ROAD, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
PROPOSED SAM'S CLUB FUEL STATION
SINGLE STORY KIOSK: 200± SQ FT
CANOPY: 3,467± SQ FT
ZONE: HARMONY CORRIDOR DISTRICT
USE: COMMERCIAL/RETAIL
EAST HARMONY ROAD
(MAJOR ARTERIAL 6 LANES)
SOUTH BOARDWALK DRIVE
(COLLECTOR 2 LANES)
OAKRIDGE DRIVE
(COLLECTOR 2 LANES)
S. LEMAY AVENUE
(ARTERIAL 4 LANES)
SAM'S CLUB
130,383± SQ FT
4700 E. BOARDWALK DRIVE, FORT COLLINS, CO
ZONE:HC (HARMONY CORRIDOR DISTRICT)
USE: COMMERCIAL/RETAIL
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
12:42 PM C4
8/3/20
OVERALL SITE PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-OSP
JOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINS
PROPOSED LEGEND
# PROPOSED SAM'S CLUB PARKING
# EXISTING SAM'S CLUB PARKING TO REMAIN
PEDESTRIAN PATH OF TRAVEL
VEHICULAR CIRCULATION
MAJOR POINTS OF INGRESS AND EGRESS
#
EXISTING OVERALL SHOPPING
CENTER PARKING TO REMAIN
NOTE: REF SHEET C5 - SITE PLAN FOR PARKING INFORMATION
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5/19/2020INITIAL DESIGN
0 80' 120' 160'
SCALE IN FEET
10"
12" 10" 10"
12" 12"
14" 12"
15"
14"
12" 12"
12" 12"
12"
10"
15"
15"
15"
18"
14"
12"
14"
10"
10"
14"
12"
10"
12"
10"
14"
C & G A
C & G A
C & G A
A
C & G
A
C & G
A
C & G
A
A
C
A ASPHALT
PAVEMENT
A ASPHALT
PAVEMENT
E E
E
E
E
CONCRETE A
SIDEWALK
CONCRETE A
SIDEWALK
A C & G
E
A
ASPHALT
PAVEMENT
A ASPHALT
PAVEMENT
A ASPHALT
PAVEMENT
TREE C
TYP
TREE C
TYP
C TREE
TYP
LIGHT D
POLE
LIGHT D
POLE
STORM
INLET
B
B
B
C STOP
SIGN
STOP C
SIGN
TP
TP
TP
TP TP TP TP
TP
TP TP TP TP
TP TP
TP TP TP TP TP TP
TP
TP TP TP
TP TP
TP TP TP
TP
TP
TP TP
TP
TP TP TP
TP
TP
TP TP
TP
TP TP
TP
TP TP
TP
TP TP
TP
TP
TP
TP
TP
TP TP
TP
TP TP
TP
TP TP
TP
TP TP
TP
TP
TP
TEMPORARY SITE BENCHMARK
IRON PIPE IN ASPHALT HOLE
ELEV 5000.297'
N 1433734.81993'
E 3121499.21743'
APPROX. LOCATION EXISTING
10' ACCESS AND UTILITY
EASEMENT TO REMAIN
APPROX. LOCATION EXISTING
20' ACCESS AND UTILITY
EASEMENT TO REMAIN
BLANKET ACCESS AND DRAINAGE EASEMENT TO REMAIN
APPROXIMATE
BOUNDARY OF LOT 1
APPROXIMATE
BOUNDARY OF LOT 1
LOT 1
HARMONY MARKET P.U.D.
APN 9601117001
N89°24'31''E 263.86
S00°00'00''E 714.30
LOT 1
HARMONY MARKET P.U.D.
APN 9601117001
N89°24'31''E 263.86
S00°00'00''E 714.30
e
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e
e
e
w
w
w
w
w
w
e
e
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ALERT TO CONTRACTOR:
ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE
IN PROJECT DOCUMENTS.
0 20' 30' 40'
SCALE IN FEET
DATE
Engineering Associates, Inc.
REVISIONS
DPOR PM DES DRW
INITIAL DESIGN
5:30 PM C3
7/29/20
DEMO PLAN
4700 BOARDWALK DRIVE
FORT COLLINS COLORADO FAX: (559) 447-3129
(559) 447-3119
Fresno, CA 93711
7543 N. Ingram Ave., Suite 107
JDG JPD JAP JAP
5/19/2020
SAM'S CLUB FUEL STATION #6633-212
31493
31493-DM
JOB # 31493 DRAWING: 31493-DM.dwg LAST SAVED BY: JOEPERKINS
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NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK: 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
NAVD88=5017.14'
5/19/2020INITIAL DESIGN
EXISTING LEGEND
w
ADE
SIGN
WATER VALVE
WATER METER
LIGHT POLE
UNDERGROUND ELECTRIC LINE
UNDERGROUND WATER LINE
ACCESS AND DRAINAGE EASEMENT
AUE ACCESS AND UTILITY EASEMENT
TELECOMMUNICATIONS PEDESTAL
TV CABLE TV PEDESTAL
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
UNDERGROUND STORM LINE
DECIDUOUS TREE (SIZES SHOWN HEREON)
e
w
PROPERTY LINE
EASEMENT LINE
ss UNDERGROUND WATER LINE
XXXX CONTOUR (ONE FOOT INTERVAL)
1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION
APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES,
FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE
IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE
REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE
COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE
DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS
REQUIRED FOR DEMOLITION AND DISPOSAL.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE
REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE
UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY
COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT
LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE
NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES
AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE
ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE
REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE
UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.
CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF
WAY DURING CONSTRUCTION.
6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,
ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION
MANAGER.
7. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES
DURING DEMOLITION OF THE EXISTING FACILITIES.
8. PRIOR TO DEMOLITION OCCURRING, ALL APPROPRIATE EROSION CONTROL DEVICES ARE TO BE
INSTALLED.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
10. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR
WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING
DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
11. ENGINEER'S NOTICE TO CONTRACTOR:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE
ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
GENERAL DEMOLITION NOTES
DEMOLITION LEGEND
A EXISTING TO BE REMOVED.
B EXISTING SITE LIGHTING CONDUIT TO BE REROUTED, REF ARCH PLANS FOR SITE LIGHTING
ELECTRICAL PLAN.
C EXISTING TO REMAIN
D EXISTING TO RELOCATED.
E LIMITS OF SAWCUT AND PAVEMENT REMOVAL.
F TREE PROTECTION, REF DETAIL SHEETS
PROPOSED
LIMITS OF DEMOLITION
LIMITS OF SAWCUT AND PAVEMENT REMOVAL
ABBREVIATIONS
C & G - CURB AND GUTTER
TP TREE PROTECTION, REF DETAIL SHEEETS
WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.
H. WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S.
CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL
APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR
RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR
SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES
HARMLESS AGAINST SUCH VIOLATION.
I. RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENT ENGINEERING
SERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCY BASIS)
ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS, PUBLIC
SEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEER SHALL
CERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.
THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE AND SHALL BE
COORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANY PRECONSTRUCTION /
CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24 HOURS PRIOR TO SAID
ACTION.
5/19/2020INITIAL DESIGN
A. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS
AND CODES AND O.S.H.A. STANDARDS.
B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE
BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
C. ALL UNPAVED DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND
WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
D. ALL CURBED RADII ARE TO BE 2 FEET OR 10 FEET UNLESS OTHERWISE NOTED. STRIPED RADII
ARE TO BE 5 FEET UNLESS OTHERWISE NOTED.
E. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
F. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR
RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
G. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON
PLANS), INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC
POLES, ETC. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.
ALL COST SHALL BE INCLUDED IN BASE BID.
H. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A
LAND SURVEYOR.
I. TOTAL LAND AREA IS 513,662± SQUARE FEET.
J. BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS
INVENTORY LOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECT
DOES NOT APPEAR TO BE WITHIN A KNOWN WETLAND AREA.
K. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS".
L. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
M. ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL
UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.
N. CONTRACTOR SHALL COORDINATE WITH SAM'S CLUB MANAGER FOR POINT OF RELOCATION
FOR EXISTING CART CORRALS.
O. ISOLATION JOINTS SHALL BE INSTALLED AT ALL FIXED STRUCTURES (BUILDING, RETAINING
WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES, AND BOLLARDS) SEE DETAIL
SHEET.
P. ANY EXISTING PARKING LOT STRIPING TO REMAIN THAT IS DAMAGED OR REMOVED DURING
CONSTRUCTION OPERATIONS SHALL BE RE-PAINTED; FOUR INCH WIDE, TWO COAT, COLOR
SHALL MATCH EXISTING STRIPING.
Q. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR
STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICE, PROPOSED TOPOGRAPHY, STREET
IMPROVEMENTS.
R. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND
DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY
INFORMATION.
S. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS
TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE
IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
T. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM
VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS
DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING
THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR
EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR
PAINTED TO MACH SURROUNDING BUILDING SURFACES.
U. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE
UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
V. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN
SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT
SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE
AND UNNECESSARY DIFFUSION.
W. SIGNAGE AND ADDRESSING AREA NOT PERMITTED WITH THE PLANNING DOCUMENT AND MUST
BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH
CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
X. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS
MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
Y. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
Z. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE
PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE
PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY
DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF
TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
AA. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS,
AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE
MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS
RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN
COMMON OPEN SPACE AREAS.
AB. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE
RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED
TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE
RESPONSIBILITY OF THE OWNER/DEVELOPER.
AC. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON
ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.
AD. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE
RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE
CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION
OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON
ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED
COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY
INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
AE. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS
STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
AF. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE
FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED
BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE
THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS
TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH
FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT
ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
AG. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED
BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED
TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS
OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM
OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A
PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,
POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
GENERAL SITE PLAN NOTES:
GENERAL DEMOLITION PLAN NOTES:
A. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING
REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED
TO THE RIGHT-OF-WAY.
B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
C. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
D. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
E. EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.
F. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.
G. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
H. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT.
I. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE
FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
J. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR
APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8,
ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO
WALMART BUILT PROJECTS ONLY.
K. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
L. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL
AND PAVED AREAS.
M. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF
THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.
N. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING
SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
O. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
P. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
Q. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE,
VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY
CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT
THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS.
R. CONTRACTOR HAS THE OPTION TO BID THE FOLLOWING MATERIAL FOR THE STORM SEWER
SYSTEM EXCEPT WHERE OTHERWISE NOTED: RCP (ASTM C14), TYPE PSM PVC (ASTM D3034),
PE CORRUGATED PIPE, ADS N-12 (ASTM D3212), OR STEEL REINFORCED HDPE AS INDICATED ON
THIS PLAN WHERE THE WORD PIPE IS USED. ALL PIPES SHALL HAVE A MAXIMUM ROUGHNESS
COEFFICIENT ("N") OF 0.013 AND SHALL MEET OR EXCEED THE PIPE MANUFACTURERS
REQUIREMENTS FOR MINIMUM AND MAXIMUM COVER. CONTRACTOR SHALL REFER TO THE
SITEWORK SPECIFICATION SECTION FOR STORM SEWER SYSTEMS FOR ACCEPTABLE TYPE AND
MATERIAL.
S. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
T. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF
TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL
PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED,
FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS
ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT
SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
U. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE
SPECIFICATIONS:
ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER ''UTILITY AND STORM DRAIN
TRENCH AND BEDDING'' DETAIL SHOWN ON DETAIL SHEETS.
ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF
FLARED END SECTIONS.
GENERAL GRADING PLAN NOTES:
A. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED
UTILITIES.
B. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE
CONNECTING TO ANY EXISTING LINE.
C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE
SPECIFICATIONS:
ALL WATER LINES 3/4 INCH TO TWO (2) INCHES SHALL BE TYPE K COPPER CONFORMING
TO AWWA C800. 1-1/2 INCH AND TWO (2) INCH SERVICES MAY USE HDPE DR 9 PER ASTM
D2737 IN LIEU OF TYPE K COPPER.
ALL WATER LINES FOUR (4) INCHES AND LARGER SHALL BE PVC AWWA C900 DR-18 CLASS
150 AND AWWA C909 CLASS 200.
ALL SANITARY SEWER LINES FOUR (4) INCHES TO 15 INCHES SHALL BE PVC, ASTM D3034,
TYPE PSM, SDR 35.
ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM FOUR (4) FEET COVER.
D. MINIMUM TRENCH WIDTH SHALL BE TWO (2) FEET.
E. ALL WATER JOINTS FOUR (4) INCHES AND LARGER ARE TO BE MECHANICAL JOINTS WITH THRUST
BLOCKING AS CALLED OUT IN SPECIFICATIONS.
F. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL
CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
G. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER ON ALL WATERLINES.
H. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES
AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE
SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO
PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI
21.11 (AWWA C-151) (CLASS 50).
I. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
J. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED
PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH
WATER TIGHT LIDS.
K. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH
AT 3000 P.S.I.
L. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
M. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
N. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL
AUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND
SEWER LINES.
O. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
P. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS
OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION.
Q. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION
REQUIREMENTS AND SPECIFICATIONS.
R. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
S. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH
ADJACENT PROPERTY OWNERS.
T. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY
COMPANIES.
U. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL
HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND
CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER.
V. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,
WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND
CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM
THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.
W. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS:
ALL WATER LINE PIPE AND SANITARY SEWER PIPE SHALL BE INSTALLED PER ''UTILITY AND
STORM DRAIN TRENCH AND BEDDING'' DETAIL SHOWN ON DETAIL SHEETS.
GENERAL UTILITY PLAN NOTES:
A. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A
LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS,
FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH
THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL
FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO
GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.
B. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING
THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL
PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
C. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE
REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE
UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE
UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY
FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
D. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE
EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING
CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE
TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES
AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE
ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.
E. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE
REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE
UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.
CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD
RIGHT OF WAY DURING CONSTRUCTION.
F. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,
ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED
BY CONSTRUCTION MANAGER.
G. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
H. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
I. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
J. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
K. ENGINEER'S NOTICE TO CONTRACTOR:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL
THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS EROSION
AND SEDIMENT CONTROL PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE
IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL
PHASES OF CONSTRUCTION.
B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR
LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT
ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY
IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL
SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO
UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.
E. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA
WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE
PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET
FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES.
F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE
DETAINED AND PROPERLY TREATED OR DISPOSED.
G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED
ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED
OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
I. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED
CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE
ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
J. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED
IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF
FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE
FIBERS, TACKIFIERS, NETTING OR BLANKETS.
K. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED
SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED,
SODDED, AND/OR VEGETATED IMMEDIATELY, AND NO LATER THAN 14 DAYS AFTER THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR
LANDSCAPE PLAN.
L. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT
SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED
BEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH
WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS
LOCATIONS AS PROVIDED.
M. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR
INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
N. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE
DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE
SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.
O. ON-SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION
AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE
AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN
ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.
P. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE
RUNOFF VELOCITIES AND EROSION.
Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT
FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE
R. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS
OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE.
CONTROL NOTES:
GENERAL EROSION & SEDIMENT
PROJECT ADDRESS: 4700 BOARDWALK DRIVE, FT. COLLINS, CO 80525
PROJECT DESCRIPTION: CONSTRUCTION OF A FREE STANDING FUEL STATION WITHIN THE
EXISTING SAM'S CLUB PARKING LOT
EXITING ZONING: HARMONY CORRIDOR DISTRICT (H-C)
PROPOSED ZONING: N/A
TOTAL PARCEL SIZE (SAM'S CLUB): 11.95± AC / 520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKET
P.U.D.)
TOTAL PROJECT SIZE (FUEL STATION): TBD
MAXIMUM BUILDING HEIGHT: 21'-6'' (CANOPY) 11'-6'' (KIOSK) 30'-0''± (EXISTING SAM'S CLUB)
TOTAL FLOOR AREA: 130,383± SF (PRE-CONSTRUCTION) 130,583± SF (POST-CONSTRUCTION)
TOTAL FLOOR AREA RATIO: 25.38% (PRE-CONSTRUCTION) 25.42% (POST-CONSTRUCTION)
TOTAL PRE-CONSTRUCTION PARKING: 557 (4.27 / 1,000)
MINIMUM & MAXIMUM REQUIRED: 261 MIN (2 / 1,000) - 522 MAX (4 / 1,000)
STANDARD: 539 SPACES
COMPACT: N/A
ACCESSIBLE: 12 SPACES (12 REQUIRED - 2% OF TOTAL)
MOTORCYCLE: N/A
BICYCLE (ENCLOSED): UNKNOWN
BICYCLE (FIXED): 8 (33 REQUIRED - 1 / 4,000)
TOTAL POST-CONSTRUCTION PARKING: 484 (3.71 / 1,000)
MINIMUM & MAXIMUM REQUIRED: 261 MIN (2 /1,000) - 522 MAX (4 / 1,000)
STANDARD: 471
COMPACT: N/A
ACCESSIBLE: 13 (9 REQUIRED)
MOTORCYCLE: N/A
BICYCLE (ENCLOSED): UNKNOWN
BICYCLE (FIXED): 10 (33 REQUIRED FOR PROJECT - 1 / 4,000)
SITE PLAN NOTES:
1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM
DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL
EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS
MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE
PLANS.
4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM
ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH
SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE
BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING
VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING
PLAN IS SHOWN WITH THESE PLANS.
6. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP].
7. [IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDS
AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE.
8. [IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BE
REQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THE
LAND USE CODE.
9. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4
OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF
CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
10. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED
BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A
SPECIFIC VARIANCE IS GRANTED BY THE CITY.
11. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE
AN APPROVED FIRE EXTINGUISHING SYSTEM.
12. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
13. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED
AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE
PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE
NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
14. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC
CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY
OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL
ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
15. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE
IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS,
ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
16. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET
SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.
17. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE
COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED
HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING,
SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES
(IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING
THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
18. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,
SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S
EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
19. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL
PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,
APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE
PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION
THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE
CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
20. ALL PUBLIC SIDEWALK, DRIVEWAYS AND RAMPS EXISTING OR PROPOSED ADJACENT OR WITHIN THE SITE NEED
TO MEET ADA STANDARDS, IF THEY CURRENTLY DO NOT, THEY WILL NEED TO BE RECONSTRUCTED SO THAT THEY DO
MEET CURRENT ADA STANDARDS AS A PART OF THIS PROJECT.
PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND
POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE
IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS
NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY
LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF
SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE
BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE.
NOTICE TO BIDDERS:
WETLANDS INFORMATION:
BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY
LOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECT DOES NOT APPEAR TO BE
WITHIN A KNOWN WETLAND AREA.
ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE DIRECTED
TO THE OWNER'S CONSTRUCTION DEPARTMENT VIA ON-LINE BID QUESTION TOOL. SUBCONTRACTORS
MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT
AND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR
AUTHORIZATION FROM THE OWNER/DEVELOPER.
CITY OF FORT COLLINS, CO NOTES:
SHEET INDEX
SHEET NUMBER SHEET TITLE
C1 COVER SHEET
C2 GENERAL NOTES
C3 DEMO PLAN
C4 OVERALL SITE PLAN
C4.1 FIRE DEPT ACCESS PLAN
C5 SITE PLAN
C6 GRADING PLAN
C7 DRAINAGE PLAN
C7.1 DRAINAGE MAP EXHIBIT
C7.2 EXISTING IMPERVIOUS MAP
C7.3 PROPOSED IMPERVIOUS MAP
C8 UTILITY PLAN
C9 DETAIL SHEET
C10 DETAIL SHEET
C11 DETAIL SHEET
C12 DETAIL SHEET
L1 LANDSCAPE PLAN
L2 LANDSCAPE HYDROZONES
L3 IRRIGATION PLAN
SW0 SWPPP NOTES
SW1 SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
SW2 PHASE 1 EROSION AND SEDIMENT
SW3 PHASE 2 EROSION AND SEDIMENT
SW4 SWPPP INFORMATION SUMMARIES
SW5 SWPPP DETAIL 1
SW6 SWPPP DETAIL 2
SW7 SWPPP DETAIL 3
APP-C PHOTOMETRIC PLAN
APP-D PHOTOMETRIC PLAN
1 OF 2 TOPOGRAPHIC SURVEY PLAT
2 OF 2 TOPOGRAPHIC SURVEY PLAT
Vicinity Map
VICINITY MAP LEGEND: SCALE: 1 INCH = 1,000 FEET
SCHOOLS / COLLEGES
S1 COLORADO EARLY COLLEGES HIGH SCHOOL
S2 KRUSE ELEMENTARY SCHOOL
S3 COLORADO EARLY COLLEGES MIDDLE SCHOOL
S4 FRONT RANGE ACADEMY PRIVATE SCHOOL
S5 THE LEARNING EXPERIENCE PRESCHOOL
S6 ACADEMY OF ARTS AND KNOWLEDGE PRESCHOOL
S7 WERNER ELEMENTARY SCHOOL
ZONING DISTRICTS
GC GENERAL COMMERCIAL DISTRICT
HC HARMONY CORRIDOR DISTRICT
LDMN LOW DENSITY MIXED-USE NEIGHBORHOOD DISTRICT
LDR LOW DENSITY RESIDENTIAL DISTRICT
MDMN MEDIUM DENSITY MIXED-USE NEIGHBORHOOD DISTRICT
POL PUBLIC OPEN LANDS DISTRICT
SC SERVICE COMMERCIAL DISTRICT
UE URBAN ESTATES DISTRICT
SITE LOCATION BOUNDARY
ZONING DISTRICT BOUNDARY
STREET CENTERLINE
WATER BODY
NATURAL AREA
PARK
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED
FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES
OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
INDEMNIFICATION STATEMENT:
FLOOD ZONE INFORMATION:
FLOOD ZONE CLASSIFICATION: ZONE X (AREA OF MINIMAL FLOOD HAZARD)
FLOOD INSURANCE RATE MAP: 08069C1000F, DATED DEC. 19, 2006 (NOT PRINTED)
REVISIONS
NO. DATE DESCRIPTION
5/19/2020 INITIAL DESIGN
LOT 1, HARMONY MARKET P.U.D., FIRST FILING, IN THE CITY OF FORT COLLINS, ACCORDING TO THE RECORDED PLAT
THEREOF, COUNTY OF LARIMER, STATE OF COLORADO.
ALSO KNOWN AS:
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF
THE 6TH
P.N., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
CONSIDERING THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 1 AS BEARING, SOUTH 0°10'00” WEST,
FROM A FOUND NUMBER FOUR REBAR WITH YELLOW CAP AT THE NORTHEAST CORNER, TO A FOUND REBAR IN A
VALVE BOX AT THE EAST QUARTER CORNER OF SAID SECTION 1 AND WITH ALL BEARINGS CONTAINED HEREIN
RELATIVE THERETO:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 1; THENCE ALONG SAID EAST LINE, SOUTH 0°10'10”
WEST, 49.94 FEET; THENCE, NORTH 89°50'00” WEST, 63.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY
LINE OF COLORADO STATE HIGHWAY NO. 68; THENCE ALONG SAID RIGHT-OF-WAY, NORTH 46°21'21” WEST, 24.52
FEET; THENCE, SOUTH 89°45'15” WEST, 921.30 FEET; THENCE, SOUTH 89°55'30” WEST, 600.00 FEET; THENCE SOUTH
83°39'00” WEST, 402.76 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY, SOUTH 0°11'05” WEST, 363.38 FEET TO A
POINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF 1°12'48”, A RADIUS OF 566.00 FEET AND
THE CHORD OF WHICH BEARS SOUTH 0°25'19” EAST, 11.99 FEET; THENCE ALONG THE ARC OF SAID CURVE 11.99
FEET TO THE POINT OF BEGINNING; THENCE, NORTH 80°29'24” EAST, 119.64 FEET TO A POINT ON A CURVE CONCAVE
TO THE NORTHWEST, HAVING A CENTRAL ANGLE OF 45°41'15”, A RADIUS OF 100.00 FEET AND THE CHORD OF
WHICH BEARS, NORTH 57°38'46” EAST 77.64 FEET; THENCE ALONG ARC OF SAID CURVE 79.74 FEET; THENCE, NORTH
34°48'09” EAST, 118.16 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTHEAST, HAVING A CENTRAL ANGLE OF
54°36'22”, A RADIUS OF 100.00 FEET AND THE CHORD OF WHICH BEARS NORTH 62°06'20” EAST, 91.74 FEET; THENCE
ALONG THE ARC OF SAID CURVE 95.31 FEET; THENCE, NORTH 89°24'31” EAST, 263.86 FEET; THENCE, SOUTH 0°00'00”
WEST, 714.30 FEET; THENCE, SOUTH 90°00'00” EAST, 117.28 FEET, THENCE SOUTH 0°00'00” EAST, 308.47 FEET TO A
POINT ON A CURVE CONCAVE TO THE NORTH, HAVING A CENTRAL ANGLE OF 20°28'22”, A RADIUS OF 576.00 FEET
AND THE CHORD OF WHICH BEARS NORTH 78°44'31” WEST, 204.72 FEET; THENCE ALONG THE ARC OF SAID CURVE
205.82 FEET; THENCE, NORTH 68°30'20” WEST, 150.28 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTH,
HAVING A CENTRAL ANGLE OF 19°42'15”, A RADIUS OF 644.00 FEET AND THE CHORD OF WHICH BEARS NORTH
78°21'28” WEST, 220.38 FEET; THENCE ALONG THE ARC OF SAID CURVE 221.47 FEET; THENCE NORTH 88°12'35”
WEST, 107.00 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTHEAST, HAVING A CENTRAL ANGLE OF
90°00'00”, A RADIUS OF 11.00 FEET AND THE CHORD OF WHICH BEARS, NORTH 43°12'35” WEST, 15.56 FEET; THENCE
ALONG THE ARC OF SAID CURVE 17.28 FEET; THENCE, NORTH 1°47'25” EAST, 255.44 FEET TO A POINT ON A CURVE
CONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 10°37'46”, A RADIUS OF 644.00 FEET AND THE CHORD OF
WHICH BEARS, NORTH 3°31'28” WEST, 119.30 feet; THENCE ALONG THE ARC OF SAID CURVE 119.47 FEET; THENCE,
NORTH 8°50'22” WEST, 215.96 FEET TO A POINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF
7°48'39”, A RADIUS OF 566.00 FEET AND THE CHORD OF WHICH BEARS, NORTH 4°56'02” WEST, 77.10 FEET; THENCE
ALONG THE ARC OF SAID CURVE 77.16 FEET; TO THE POINT OF BEGINNING.
LEGAL DESCRIPTION:
CITY OF FORT COLLINS, COLORADO
APPROVALS
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORM WATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
DATE