HomeMy WebLinkAboutLot Certifications - 05/27/2022 (2)2
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GM
2330 E PROSPECT RD
OWNER: MOUNTAIN VIEW COMMUNITY CHURCH
2290 E PROSPECT ROAD
OWNER: DDNH COMMERCIAL INC
2310 E PROSPECT RD
OWNER: C AND C HOLDINGS LLC OWNER: GATEWAY MEDICAL SERVICES LLC
24' EMERGENCY
ACCESS EASEMENT
30' UTILITY
EASEMENT
15' TRAIL EASEMENT
EXISTING 10'
CONCRETE TRAIL
EXISTING POND
LIMITS OF 100-YEAR FLOODPLAIN
EXISTING EDGE OF POND
EXISTING LIMITS OF WETLANDS
EXISTING BUILDING
EXISTING 12" CMP
EXISTING 8" ADS
ROOF DRAIN
6" VERTICAL CURB
4905
49
0
7
49
0
8
49
0
6
49
0
6
4906
4907
4908
4906
4907
2' CURB CUT
2.
0
%
2' SIDEWALK CHASE
4907
PHASE 2 GRADING DETAIL
(SEE SHEET C4.02)
4908
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE SHOWN
FOR PHASE 2 SANCTUARY ADDITION
STORM DRAIN AND GRADING IN
THIS AREA FOR PHASE 1 CONSTRUCTION
TURF AREAS NORTH AND WEST OF BUILDING
TO BE CONVERTED TO NATIVE GRASS (SEE
LANDSCAPE PLANS FOR DETAILS)
10' WIDE SPRING CREEK TRAIL
(SEE NOTES ON THIS SHEET CONCERNING
CONSTRUCTION NEAR THE TRAIL)
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
FLUSH CURB
PROPOSED RAILING (TYP)
PHASE 1 GRADING DETAIL C
(SEE SHEET C4.01)
4906
490
7
49
0
8
PHASE 1 GRADING DETAIL B
(SEE SHEET C4.01)
FFE=4908.7
8.5
3
5.54
8.5
3
8.7
0
PHASE 1 GRADING DETAIL A
(SEE SHEET C4.01)
CONSTRUCTION ACCES
FROM PROSPECT ROAD.
CONTRACTOR TO ENSURE
MUD AND DEBRIS IS
NOT TRACKED OFF OF SITE
24' EMERGENCY
ACCESS EASEMENT
100-YEAR FLOODPLAIN
(BUILDING REMOVED FROM FLOODPLAIN PER
LOMA CASE NO. 19-08-0473A DATED 3/27/2019)
TURF AREAS NORTH AND WEST OF BUILDING
TO BE CONVERTED TO NATIVE GRASS (SEE
LANDSCAPE PLANS FOR DETAILS)
LIMITS OF FLOODWAY
(NO GRADING WITHIN FLOODWAY)
CONSTRUCTION FENCE SHOULD
BE SET ON FLOODWAY LINE
(SEE FLOODPLAIN NOTES)
LEVEL SPREADER
(SEE DETAIL ON SHEET C4.01)
LEVEL SPREADER GRADING DETAIL
(SEE SHEET C4.01)
5' x 8' TRM (SEE EROSION
CONTROL NOTE 10)
CONSTRUCTION FENCE SHOULD ONLY BE IN PLACE FOR A LIMITED
TIME DURING THE ACTIVE CONSTRUCTION. CONSTRUCTION
FENCING SHALL BE BREAK AWAY AND TETHERED.
MODERATE RISK
FLOODPLAIN
PROVIDE INLET PROTECTION
ON EXISTING AREA INLET
APPROXIMATELY 100' EAST OF SITE
3'
EXISTING ROCK MULCH TO REMAIN
1.5'x3' COBBLE
(SEE E.C. NOTE 13)
1.5'x3' COBBLE
(SEE E.C. NOTE 13)
2'x5' COBBLE
(SEE E.C. NOTE 13)
2'x5' COBBLE
(SEE E.C. NOTE 13)
1'x1' COBBLE
(SEE E.C. NOTE 13)
1'x1' COBBLE
(SEE E.C. NOTE 13)
2'x5' COBBLE
(SEE E.C. NOTE 13)
NATURAL HABITAT BUFFER ZONE
3' STRIP OF EXISTING GRASS TO REMAIN IN PLACE
EROSION CONTROL BLANKET
ON BOTH FILL SLOPES ON EITHER
SIDE OF LEVEL SPREADER.
SEDIMENT CONTROL LOG
ENDS 5' INTO EROSION CONTROL
BLANKET (TYPICAL)
SEDIMENT CONTROL LOG
ENDS 5' INTO EROSION CONTROL
BLANKET (TYPICAL)
OUTER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
(SEE SHEET TR01 FOR MORE
INFORMATION ON EXISTING
TREES AND PROTECTING THEM
DURING CONSTRUCTION)
INNER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
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0 20'40'
SCALE: 1" = 20'
10'
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JOB NUMBER
SHEET NUMBER
SHEETSOF
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VERTICAL:
HORIZONTAL:
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CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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CAUTION
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:
2/1/2021
9
INLET PROTECTION
ROCK SOCK
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
90.
3
0
PROPOSED SPOT ELEVATION
3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED 5' MAJOR
CONTOUR
PROPOSED 1' MINOR
CONTOUR
LEGEND
PERMANENT SEEDING
SEDIMENT CONTROL LOG
EROSION CONTROL BLANKET
(SEE E.C. NOTE 12)
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE
THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE
OF WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE
REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN
ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0"
AS SHOWN ON THE ARCHITECTURAL PLANS.
5.THERE SHALL BE NO EQUIPMENT, MATERIALS, OR ITEMS
STORED ON THE SPRING CREEK TRAIL OR WITHIN THE
TRAIL EASEMENT. IF THERE IS A NEED TO CLOSE A
SECTION OF THE TRAIL FOR ANY REASON, A TRAFFIC
CONTROL PLAN IS REQUIRED TO BE SUBMITTED AND
APPROVED THROUGH TRAFFIC CONTROL. THE PARKS
DEPARTMENT WILL SIGN OFF ON IT ONCE SUBMITTED.
PLEASE KEEP THE CLOSURES TO THE SHORTEST
AMOUNT OF TIME DEPENDING ON WORK SCHEDULING
AND FLOW. PARKS DEPARTMENT PLANNING STAFF CAN
HELP WITH ANY QUESTIONS YOU MAY HAVE REGARDING
THESE STANDARDS. PLEASE CONTACT JILL WUERTZ
(JWUERTZ@FCGOV.COM), 970_416_2062, OR PARKS
PLANNING TECHNICIAN, AARON WAGNER
(AAWAGNER@FCGOV.COM) 970_416_8083, 413 S. BRYAN
AVE, FORT COLLINS, CO 80521 REGARDING THE PARKS'
DEPARTMENT'S INTEREST.
6.THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL
EASEMENT DURING THE CONSTRUCTION PROCESS. IF IT
IS DETERMINED THAT AN ENCROACHMENT IS REQUIRED,
FOR ANY REASON, A TRAFFIC CONTROL PLAN SHALL BE
SUBMITTED AS NOTED ABOVE.
FLOODPLAIN NOTES
1.PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE
FEMA REGULATED 100-YEAR SPRING CREEK
FLOODPLAIN AND FLOODWAY. THIS PROPERTY IS ALSO
LOCATED IN THE SPRING CREEK MODERATE RISK
FLOODPLAIN AND IS SUBJECT TO THE REQUIREMENTS
OF CHAPTER 10 OF THE CITY CODE.
2.ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT,
GRADING, FILL, PARKING LOTS, UTILITIES, LANDSCAPING,
ETC.) WITHIN THE FEMA REGULATORY FLOODPLAIN
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT AND APPLICABLE FEES.
3.A NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E.
CURB CUT, CURB & GUTTER, UTILITY WORK,
LANDSCAPING, ETC.)
4.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS
AS SHOWN ON THIS DRAWING ARE PER VERTICAL
CONTROL DATUM NAVD 88.
5.NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR
AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR
AFTER CONSTRUCTION.
6.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN
FLOAT (E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE
ANCHORED.
7.FLOODWAY MUST BE SURVEYED AND STAKED IN THE
FIELD PRIOR TO COMMENCING ANY SITE WORK.
8.ALL FENCING IN THE FLOODWAY SHALL BE BREAK-AWAY
AND TETHERED INCLUDING ANY CONSTRUCTION
FENCING.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
EROSION CONTROL NOTES
1.TOTAL DISTURBED AREA FOR COMBINED PHASE 1 WORK AND PHASE 2 SANCTUARY BUILDING ADDITION = 40,550 SF (0.93 ACRES). TOTAL
DISTURBED AREA FOR JUST PHASE 1 CONSTRUCTION WITHOUT PHASE 2 SANCTUARY BUILDING ADDITION IS 32,700 SF (0.75 ACRES). TOTAL
DISTURBED AREA FOR PHASE 2 SANCTUARY BUILDING ADDITION IS 10,500 SF (0.24 ACRES)
2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS.
3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES.
4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
5.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY.
THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO
VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
6.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000
SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITY OF
FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE
SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS.
8.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
9.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.
10.TURF REINFORCEMENT MAT (TRM) SHALL BE NORTH AMERICAN GREEN VMAX SC250 OR APPROVED EQUAL. SEE MANUFACTURER'S
SPECIFICATIONS FOR INSTALLATION.
11.NO MUD AND DEBRIS SHALL BE TRACKED ONTO NEIGHBORING STREETS OR PROPERTIES. IN THE EVENT THAT TRACK OUT DOES OCCUR,
THE CONTRACTOR SHALL CLEAN MUD/DEBRIS IMMEDIATELY.
12.TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE NORTH AMERICAN GREEN ERONET S75 OR APPROVED EQUAL.
13.2" TO 6" COBBLE ROCK SHALL BE PLACED AT THE END OF PIPES AND DOWNSPOUTS PER MINIMUM DIMENSION SHOWN ON PLANS.
14.SEE EROSION CONTROL DETAILS ON SHEET C6.02
INGREDIENT % AVAILABLE
BY WEIGHT
APPLICATION
RATE IN
LBS/ACRE
NITROGEN 13 65
POTASSIUM 16 80
POTASSIUM M 120
PROJECT:MOUNTAIN VIEW COMMUNITY CHURCH
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS (if applicable)
CONSTRUCTION FENCE (if applicable)
ROCK SOCKS
CONCRETE WASHOUT AREA
(if applicable)
TEMPORARY SEEDING
INLET PROTECTION (EXIST. & PROP.)
1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs.
MOBILIZATIONDEMOLITION
UTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL LANDSCAPING
& STABILIZATIONPHASE OF CONSTRUCTION
EROSION CONTROL SEQUENCING
C-
3
1
7
8
8
C-3 1788
On behalf of:
n/a
Environmental Planner
n/a
n/a
3/8/2021
3/9/2021
3/9/2021
4.71
7.70
7.87
LEVEL SPREADER
TOP ELEVATION 4905.10
(SEE DETAIL ON THIS SHEET)
4.62
5.1
0
5.1
0
5.1
0
4905
4.6
4.8
3.0%
18.
4
%
12.
7
%
15.
8
%
9.4
%
20
.
8
%
15.
5
%
6.5
%
(16
.
1
%
)
(14
.
2
%
)
(16.2%)
(9.
7
%
)
5.2
0
5.2
0
4.4
7
4.45
4.4
1
4.5
3
4.5
9
4.4
2
4.3
9
4.7
6
4.7
8
4.7
7
5.0
9
5.2
9
5.1
2
4.8
5
4.8
1
4.7
0
4.5
4
4.6
3
4.5
6
4.5
7
5.2
9
4.92
EXISTING ELEVATION AT
TOE OF SLOPE (TYP.)
4.98
MODIFIED IMPACT STILLING
BASIN/FOREBAY (SEE DETAIL
ON SHEET C6.01)
16.0
%
4.6 4.8
490
5
4.6
4.8
LIMITS OF DISTURBANCE/
TOE OF BERM SLOPE (TYP.)
1' WIDE TOP OF BERM AT ELEV = 4905.20
TO TIE INTO LEVEL SPREADER
AND EXISTING GROUND TO
THE SOUTH
INNER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
OUTER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
2
4
3
1
2
1
3
312
2
2
12 4
3
2
3
2
1
1
21
1 2
3
1
1
2
2
1
2
112
2
3
1
1
2
1
2
1
223223
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W
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2
2
2
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2
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1
2
2
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2
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2
1
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WS
WS
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WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
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13
GM
2.0
%
1.9
%
2.2
%
2.
0
%
2.
1
%
0.
9
%
5.0
%
5.1%
2.
3
%
2.
4
%
2.2
%
2.
1
%
2.4%
2.8%
2.0
%
2.
0
%
2.
1
%
3.
1
%
2.
2
%
17
.
6
%
18
.
6
%
9.7%
9.9%
4.3
%
2.
9
%
1.8
%
2.
3
%
1.8%
2.
1
%
1.3%
3.8
%
FFE=4908.7
4906
4907
4908
49
0
8
4906
490
7
4907
4907
4908
4908
490
6
490
7
6.7
6
8.4
4
6.8
5
8.4
4
8.
1
7
8.2
7
6.
2
6
6.1
8
6.2
2
6.0
2
5.8
8
5.1
8 5.1
7 5.1
7
5.9
2
7.67
5.8
2 5.3
2 5.3
0 5.7
8
6.1
0
6.3
9
6.7
1
6.4
1
6.9
0
8.2
7
8.2
0
8.3
5
6.9
4
7.1
1
5.7
5
7.1
4
7.7
9
6.2
8
6.6
6
7.9
7
8.6
4
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C
8.0
7 8.7
0
8.7
0
8.6
8 8.4
7
8.7
0
8.7
0
6.8
8
7.1
9
7.9
5
7.3
1
6.6
8
6.7
9
8.2
2
8.7
0
8.3
5
7.4
7
7.5
6
6.7
5
5.9
1
6.8
7
7.0
6
8.0
8
5.9
3
8.
2
6
8.
4
9
7.0
2
6.8
5
6.6
7
6.4
2
6.4
8
6.5
7
5.8
5
6.4
2
6.4
4
6.8
75.8
7
6.2
8 6.2
6
5.6
7
7.7
9
8.0
4
EXISTING WATER METER TO
REMAIN AT EXISTING GRADE
IN PHASE 1
8.1
98.1
98.1
7
8.1
6
8.2
7
8.7
0
8.6
6
8.5
9
8.6
6
8.4
4
EXISTING SEWER CLEANOUT TO
REMAIN AT EXISTING GRADE
IN PHASE 1
7.1
9
7.1
0
7.4
2
7.8
5
7.9
2
7.6
4
7.9
7
7.8
9
8.3
0
7.5
9
8.1
9 8.1
5
8.1
3
8.1
4
8.3
9
8.3
9
8.4
8
8.5
5
6.9
7
7.5
3
7.0
4
8.9
0
T
O
B
8.7
9
T
O
B
8.7
0
T
O
B
8.
7
0
T
O
B
8.4
8
8.3
5
6.5
2
6.7
2
6.6
8
7.2
6
7.8
3
7.4
5
7.5
7
6.9
4
5.2
6
5.2
0
5.7
1 5.2
1 5.6
7
5.1
9
2.
0
%
8.2%8.6%
5.5
6
5.2
3
5.0
5
5.1
2
5.7
7
6.0
9
6.9
5
6.1
6
6.87
6.4
2
6.0
6
5.6
7
6.7
3
6.7
0
6.9
4
7.3
7
6.3
3
6.5
1 6.5
4
6.5
0
6.4
0
6.2
5
6.1
0
6.0
6
6.1
1
5.9
15.8
7
5.8
4
8.3
4
8.7
0
8.5
2
8.4
6
8.3
7
6.2
4
6.6
6
7.1
2
7.7
9
6.1
8
5.6
8
6.1
6
6.0
9
6.0
0
5.8
9
5.8
2
5.5
9
5.5
0
5.3
9
5.3
2
6.1
8
8.7
0
T
O
B
8.7
0
T
O
B
8.7
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
7
T
O
B
8.5
7
T
O
B
8.7
4
T
O
B
8.8
4
T
O
B
8.7
0
T
O
B
8.5
0
T
O
B
OUTLET C DETAIL
(SEE SHEET C6.00)
4.
2
%
8.6%2.7%2.0%
RETAINING WALL, TYP.
DO NOT OVEREXCAVATE NEAR
DRIP LINE OF TREES.
CUT AND PULL AWAY FROM
TREE, NOT TOWARD TREE
7.8
2
8.5
9
7.9
3
8.6
3
8.5
2
7.8
2
7.9
3
6.1
1
5.9
9
5.7
4
5.6
2
5.7
1
5.71
4906
490
7
49
0
8
FFE=4908.7
8.7
0
1.8%
1.9%
4.0%
2.0%
2.2%
4.8%
4.8%
5.4%
2.6%
3.0
%
2.0%
2.1%
2.0%
8.3
0
7.7
9
8.48
8.37
8.21
8.
9
6
T
B
C
8.23
7.9
7
8.6
4
T
B
C
8.0
7
8.70
8.70
8.0
8
8.49
7.85
7.3
0
7.3
0
7.2
7
7.9
8
8.1
8
7.21
6.43
7.88 7.61
7.2
9
8.0
4
8.8
0
6.17
8.69
6.4
5
6.65
7.70
490
7
49
0
8
49
0
7
49
0
8
8.0
7
8.
0
3
8.6
4
8.0
%
2.1%
7.
2
1
1' CURB
CHANNEL
6.
4
9
6.4
8
7.02
6.99 TBC
6.
5
8
6.53 7.05
8.3%
6.5
2
6.4
9
7.
0
0
7.26
7.20
7.30
7.6
9
T
B
C
7.0
2
T
B
C
7.7
9
T
B
C
2.5%
2.4%7.2
4
T
B
C
6.74
6.8
4
6.7
0
6.7
0 6.4
9
6.
6
2
7.10 TBC
6.77
6.85
6.69
6.7
9
6.8
0
6.6
9
6.8
0
7.41
7.7
4
3.4
%
3.4
%
6.5
%
2.3
%
6.3
%
10
.
4
%
7.
7
1
T
B
C
7.80
8.44
8.6
2
9.4%
8.53
7.
8
5
8.35
THICKENED EDGE
SIDEWALK
8.1
6
8.1
8
8.2
1
8.3
3
8.6
4
8.4
7
7.41
7.65
7.70
7.80
4' CONCRETE PAN
8.2
7
LEVEL SPREADER DETAILS
NOT TO SCALE
4" MAXIMUM FILL
2"
4:1 MAX
(TYP.)2"
NOTES:
1.CONTRACTOR SHALL TAKE CARE NOT TO OVEREXCAVATE WHEN REMOVING THE TURF IN VICINITY OF THE
EXISTING TREE ROOT ZONES.
2.NO TRUCKS OR HEAVY EQUIPMENT SHALL BE USED FOR CONSTRUCTION OF THE LEVEL SPREADER. MATERIALS
SHALL BE REMOVED AND PLACED BY MANUAL LABOR SO AS NOT TO DISTURB EXISTING TREES.
3.CONTACT DESIGN ENGINEER FOR FIELD REVIEW ONCE LEVEL SPREADER IS STAKED FOR CONTRUCTION.
4.CONTACT MATT SIMPSON IN THE STORMWATER DEPARTMENT AT 970-416-2754 AND NILS SAHA IN THE FORESTRY
DEPARTMENT AT 301-204-7852 PRIOR TO CONSTRUCTION SO THEY CAN BE PRESENT TO OBSERVE AND INSPECT
INSTALLATION.
5.EROSION CONTROL BLANKET REQUIRED ON BOTH SIDE SLOPES ON EITHER SIDE OF THE STRIP STRIP STONE.
SIDE SLOPES TO BE SEEDED PER LANDSCAPE PLANS.
APRROXIMATELY 4" x 4" STRIP STONE
EXISTING TURF TO BE STRIPPED PRIOR TO CONSTRUCTION
OF THE LEVEL SPREADER (SEE NOTE 1)
STRIP STONE SUPPORTED ON BACKSIDE WITH ONE 18"
STEEL J HOOK REBAR GROUND STAKE FOR EVERY STONE
FLOW
MO
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12
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U20004
1" = ##'
1" = N/A
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PH
A
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E
1
D
E
T
A
I
L
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D
G
R
A
D
I
N
G
P
L
A
N
0 ##'##'
SCALE: 1" = ##'
##'
PR
E
P
A
R
E
D
F
O
R
:
JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
T
E
S
U
B
M
I
T
T
E
D
:
VERTICAL:
HORIZONTAL:
SCALE
PR
O
J
.
M
G
R
:
DR
A
W
I
N
G
N
A
M
E
:
PA
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H
:
DE
S
I
G
N
E
R
:
DA
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E
:
TI
M
E
:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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CAUTION
RE
V
I
S
I
O
N
S
:
2/1/2021
10
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING
TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY
EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF
WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE
REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON
THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
90.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL
TOB = TOP OF BOULDER
3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED 1' MAJOR CONTOUR
PROPOSED 0.2' MINOR CONTOUR
4905
LEGEND
4.8
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEVEL SPREADER GRADING DETAIL
SCALE: 1" = 10'
FLOODPLAIN NOTES
1.PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE
FEMA REGULATED 100-YEAR SPRING CREEK FLOODPLAIN
AND FLOODWAY. THIS PROPERTY IS ALSO IN THE SPRING
CREEK MODERATE RISK FLOODPLAIN AND IS SUBJECT TO
THE REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE.
2.ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT, GRADING,
FILL, PARKING LOTS, UTILITIES, LANDSCAPING, ETC.) WITHIN
THE FEMA REGULATORY FLOODPLAIN MUST BE PRECEDED
BY AN APPROVED FLOODPLAIN USE PERMIT AND
APPLICABLE FEES.
3.A NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E. CURB
CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.)
4.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS
SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL
DATUM NAVD 88.
5.NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT
ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
6.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT
(E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE
ANCHORED.
7.FLOODWAY MUST BE SURVEYED AND STAKED IN THE FIELD
PRIOR TO COMMENCING ANY SITE WORK.
8.ALL FENCING IN THE FLOODWAY SHALL BE BREAK-AWAY
AND TETHERED INCLUDING ANY CONSTRUCTION FENCING.
PHASE 1 GRADING DETAIL C
SCALE: 1" = 10'
PHASE 1 GRADING DETAIL B
SCALE: 1" = 10'
PHASE 1 GRADING DETAIL A
SCALE: 1" = 10'
C-
3
1
7
8
8
C-3 1788
On behalf of:
n/a
Environmental Planner
n/a
n/a
n/a
3/8/2021
3/9/2021
1
2
23
1
2
1
231
223223
3
2
2
2
1
2
PHASE 2 SANCTUARY BUILDING EXPANSION
GM
MATCH GRADE AT REMOVAL
LIMITS PER PHASE 1 GRADING
8.4
3
2.
8
%
4.
3
%
2.
5
%
2.5
%
3.4%
2.2%
5.
9
%
(2
.
0
%
)
(2
.
0
%
)
(2
.
1
%
)
(2
.
1
%
)
(2
.
2
%
)
(2
.
3
%
)
(0
.
9
%
)
(1
.
2
%
)
(1
.
0
%
)
(1
.
1
%
)
8.43
8.43
8.70 FG
8.62 FG
8.66 FG
8.66 FG
8.64 FG
8.70
4907490849074907490749084908490849084909
4907
490
8
490
7
490
7
490
8
490
8
490
8
490
8
490
8
490
9
490
9
6.7
2
F
G
6.7
4
F
G
6.07 FG
6.7
9
F
G
6.
8
2
F
G
9.2
8
9.2
8
7.8
3
7.9
3
7.89
7.73 7.7
4
2.0%
3.1%
18
.
3
%
(2.8
%
)
(2.8
%
)
(2.6
%
)
7.42
9.1
9
T
O
W
7.7
4
T
O
W
9.1
9
9.18 TOW
FFE=4908.7
490
7
4907
49074908
4908
49
0
8
MATCH
EXISTING
GRADE AT
BACK OF
WALK PER
PHASE 1
GRADING
7.2
6
F
G
LIMITS OF EXISTING BUILDING
LIMITS OF PHASE 2 SANCTUARY BUILDING ADDITION
6.8
7
F
G
7.0
9
F
G
7.4
4
F
G
7.8
5
F
G
6.9
4
F
G
6.
1
3
F
G
6.4
2
6.6
8
6.7
5
6.4
8
6.4
2
8.9
0
8.7
0
F
G
8.70
8.54
8.6
0
8.6
2
8.6
2
8.6
2
8.4
78.5
0
8.6
78.4
1
8.6
98.6
8
8.3
0
8.4
7
8.5
1
8.3
3
8.4
8
8.0
5
16.2%
11.5%
3.
4
%
2.8%
2.8%
3.
2
%
2.4%
3.
2
%
5.1
%
EXISTING WATER METER TO
BE LOWERED 1.2' IN PHASE 2
EXISTING SEWER CLEANOUT TO
TO BE LOWERED 1.2' IN PHASE 2
7.0
1
7.0
6
8.7
0
T
O
B
8.4
68.4
8
8.5
3
8.7
9
T
O
B
6.8
5
F
G
6.7
2
F
G
5.
0
%
6.
2
%
6.2
%
FFE = 4909.28
(7" HIGHER AT BACK OF SANCTUARY
THAN REST OF THE BUILDING)
8.67 FG
6.4
2
6.4
4
6.4
3
5.8
5
MO
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2
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U20004
1" = ##'
1" = N/A
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C4.02
16
PH
A
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2
D
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T
A
I
L
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D
G
R
A
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I
N
G
P
L
A
N
0 ##'##'
SCALE: 1" = ##'
##'
PR
E
P
A
R
E
D
F
O
R
:
JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
T
E
S
U
B
M
I
T
T
E
D
:
VERTICAL:
HORIZONTAL:
SCALE
PR
O
J
.
M
G
R
:
DR
A
W
I
N
G
N
A
M
E
:
PA
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H
:
DE
S
I
G
N
E
R
:
DA
T
E
:
TI
M
E
:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
Th
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CAUTION
RE
V
I
S
I
O
N
S
:
2/1/2021
11
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING
TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY
EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF
WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE
REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON
THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
PHASE 2 GRADING DETAIL
SCALE: 1" = 10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
90.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL
TOB = TOP OF BOULDER
3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED 1' MAJOR CONTOUR
PROPOSED 0.2' MINOR CONTOUR
4905
LEGEND
4.8
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
FLOODPLAIN NOTES
1.PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE
FEMA REGULATED 100-YEAR SPRING CREEK FLOODPLAIN
AND FLOODWAY. THIS PROPERTY IS ALSO LOCATED
WITHIN THE SPRING CREEK MODERATE RISK FLOODPLAIN
AND IS SUBJECT TO THE REQUIREMENTS OF CHAPTER 10
OF THE CITY CODE.
2.ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT, GRADING,
FILL, PARKING LOTS, UTILITIES, LANDSCAPING, ETC.) WITHIN
THE FEMA REGULATORY FLOODPLAIN MUST BE PRECEDED
BY AN APPROVED FLOODPLAIN USE PERMIT AND
APPLICABLE FEES.
3.A NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E. CURB
CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.)
4.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS
SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL
DATUM NAVD 88.
5.NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT
ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
6.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT
(E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE
ANCHORED.
7.FLOODWAY MUST BE SURVEYED AND STAKED IN THE FIELD
PRIOR TO COMMENCING ANY SITE WORK.
8.ALL FENCING IN THE FLOODWAY SHALL BE BREAK-AWAY
AND TETHERED INCLUDING ANY CONSTRUCTION FENCING.
C-
3
1
7
8
8
C-3 1788
On behalf of:
n/a
Environmental Planner
n/a
n/a
n/a
3/8/2021
3/9/2021
Southeast Entrance:
South Entrance