HomeMy WebLinkAboutMOUNTAIN VIEW COMMUNITY CHURCH - FDP200020 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROJECT SITE
TIMBERLINE RD
PROSPECT RD
SHARP POINT DR
ACADEMY CT
MIDPOINT DR
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = 500'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
10/7/2020 11:37:10 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C0.00 - COVER SHEET.DWG
C0.00 - COVER SHEET
SME JRS
C0.00
15
COVER SHEET
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
1
UTILITY PLANS FOR
MOUNTAIN VIEW COMMUNITY CHURCH
A PORTION OF TRACT A, SEVEN LAKES BUSINESS PARK P.U.D., SITUATED IN THE
SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH
PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OCTOBER 2020
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
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = N/A
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
10/7/2020 11:37:15 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C0.00 - COVER SHEET.DWG
C0.00 - COVER SHEET
SME JRS
C0.01
15
GENERAL NOTES
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
2
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be
corrected before the 2-year warranty period will begin.
12. The developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the two year warranty period for new construction
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = N/A
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
10/7/2020 11:37:20 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C0.00 - COVER SHEET.DWG
C0.00 - COVER SHEET
SME JRS
C0.02
15
GENERAL NOTES
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
3
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved
by the more stringent requirement controlling.
1) The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity
(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as
an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants
from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control
Measures and should be used to identify and define what is needed on a project.
2) The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development
Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project.
3) The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of
the construction site.
PROPERTY BOUNDARY
N:1450812.44
E:3129943.10
ABANDON EXISTING
GAS SERVICE
GM
4908
4907
4906
4904
SPRING CREEK
CROSS SECTION 1335
E. PROSPECT ROAD
2330 E PROSPECT RD
OWNER: MOUNTAIN VIEW COMMUNITY CHURCH
2362 E PROSPECT ROAD
OWNER: TRI-LIFE HEALTH
PROPERTIES LLC
2290 E PROSPECT ROAD
OWNER: DDNH COMMERCIAL INC
2310 E PROSPECT RD
OWNER: C AND C HOLDINGS LLC
OWNER: GATEWAY MEDICAL SERVICES LLC
24' EAE TO BE
VACATED BY
SEPARATE
DOCUMENT
20' EMERGENCY
ACCESS EASEMENT (EAE)
TO BE VACATED BY
SEPARATE DOCUMENT
20' UTILITY
EASEMENT
10' UTILITY EASMENT
LOT LINE (TYP)
LOT LINE (TYP)
EXISTING 8"
SANITARY SEWER
EXISTING 8" WATER
EXISTING
ELECTRIC
LINE
EXISTING
WATER METER
EXISTING WATER SERVICE & FIRE SERVICE
EXISTING ELECTRIC LINE
15' TRAIL
EASEMENT
EXISTING
DECIDUOUS
TREE (TYP)
EXISTING
DECIDUOUS
TREE (TYP)
EXISTING
GAS LINE
EXISTING
SANITARY
CLEANOUT
EXISTING
SPRING CREEK
CROSS SECTION 1335
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' EAE BY
SEPARATE
DOCUMENT
30' UTILITY
EASEMENT
20' UTILITY
EASEMENT
LOT LINE (TYP)
15' TRAIL EASEMENT
EXISTING 10'
CONCRETE TRAIL
EXISTING POND
CATTAIL CHORUS
NATURAL AREA
EXISTING LIMITS OF WETLANDS EXISTING EDGE OF POND
24' EAE
5.5' SIDEWALK
4'
SIDEWALK
4'
SIDEWALK
8'
6' SIDEWALK
6'
16.3'
PROPOSED TRASH
ENCLOSURE
8.45'
44.5'
12'
17' (TYP)
9' (TYP)
8' (TYP)
8' (TYP)
8' (TYP)
5'
7.91'
5.25'
10.22'
EXISTING BUILDING
25.03' FL-FL
22.8' FL-FL
16.43' WALK
CRUSHED LIMESTONE
BICYCLE PARKING AREA
(SEE LANDSCAPE PLANS)
8
4
25.7'
DRIVE LANE
LANDSCAPE
W
WS WS
WS
WS
WS
SPRING CREEK
CROSS SECTION 1335
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' EAE BY
SEPARATE
DOCUMENT
30' UTILITY
EASEMENT
20' UTILITY
EASEMENT
LOT LINE (TYP)
15' TRAIL EASEMENT
EXISTING 10'
CONCRETE TRAIL
EXISTING POND
CATTAIL CHORUS
NATURAL AREA
EXISTING LIMITS OF WETLANDS EXISTING EDGE OF POND
24' EAE
EXISTING BUILDING
SPRING CREEK TRAIL
PROPERTY BOUNDARY
24' EMERGENCY
ACCESS EASEMENT
(EAE) BY SEPARATE
DOCUMENT
PHASE 2 BUILDING
SIDEWALK CONNECTION
FOR PHASE 2 ADDITION
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
25 SY CONCRETE SIDEWALK
TO BE REMOVED WITH PHASE 2
PHASE 2 SANCTUARY BUILDING ADDITION
LIMITS OF EXISTING BUILDING
20 SY CONCRETE PATIO
REMOVED WITH PHASE 2
31 SY CONCRETE PATIO
REMOVED AND REPLACED
WITH PHASE 2
(TYP.)
(TYP.)
(TYP.)
MOUNTAIN VIEW COMMUNITY CHURCH 9/25/2020
U20004
1" = 20'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
2
4
3
1
2
1
3
3
1
2
2
2
1
2
4
3
2
3
2
1
1
2
1
1
2
3
1
1
2
2
1
2
2
1
1
2
2
3
1
2
2
1
2
1
2
3
1
1
2
2
3
2 2
3
2
UD UD UD
GM
W
3
2
2
2
4
3
1
2
1
3
3
1
2
2
2
1
2
4
3
2
3
2
1
1
2
1
1
2
3
1
1
2
2
1
2
2
1
1
2
2
3
1
2
2
R21'-3"
R25'-0"
1
2
1
2
3
1
1
2
2
3
2 2
3
2
UD UD UD
GM
W
3
2
4
3
1
2
1
3
3
1
2
2
2
1
2
4
3
2
3
2
1
1
2
1
1
2
3
1
1
2
2
1
2
2
1
1
2
2
3
1
2
2
1
2
1
2
3
1
1
2
2
3
2 2
3
2
UD UD UD
GM
W
3
2
2
SECTION A-A
SCALE: 1"=10'
EXISTING GROUND
PROPOSED CONCRETE
RETAINING WALL PER
STRUCTURAL PLANS
INCLUDES
STONE VENEER
TOW ELEV = 4908.45
EXISTING
CONCRETE
TRAIL
EXISTING
BUILDING
WALL
ELEV = 4907.20
ELEV = 4904.70
BIORETENTION ZONE (30" DEEP)
(SEE DETAIL SHEET C6.00)
MAX WATER SURFACE
AT ELEV = 4908.20
FFE = 4908.20
UD
UD UD UD
UD UD
FFE=4908.7
5.76
TOP OF WALL = 4908.45
6.01
5.88
6.91
8.23
5.51
6.64
8.44
6.23
5.22
5.36
7.20
7.20
7.20
7.20
7.20
7.20
7.20
TOP OF BIORETENTION
AT 4907.20
A A
UNDERDRAIN AT INV. = 4904.85
TOP OF WALL = 4908.45
TOP OF BIORETENTION
AT 4907.20
UNDERDRAIN AT INV. = 4904.85
OVERFLOW / CLEANOUT
RIM ELEV = 4908.20 OVERFLOW / CLEANOUT
RIM ELEV = 4908.20
INV. 4904.85
90° BEND
INV = 4907.40
INV = 4907.20
1
2
2
3
1
2
1
2
3
1
2
2
3
2
2
3
3
2
2
2
1
2
PHASE 2 SANCTUARY BUILDING EXPANSION
GM
MATCH GRADE AT REMOVAL
LIMITS PER PHASE 1 GRADING
8.30
0.5%
7.8%
4.4%
159.5%
2.8%
3.5%
4.0%
(2.1%)
(1.9%)
(2.0%)
(2.1%)
(2.2%)
(2.3%)
(1.0%)
(1.6%)
(0.9%)
(1.1%)
8.43
8.43
8.70 FG
8.66 FG
8.66 FG
8.70 FG
8.69 FG
8.70
6.85 FG
6.94 FG
6.89 FG
7.01 FG 7.04 FG
9.28
9.28
7.83
7.93
2
4
3
1
2
1
3
3
1
2
2
2
1
2
4
3
2
3
2
1
1
2
1
1
2
3
1
1
2
2
1
2
2
1
1
2
2
3
1
2
2
1
2
1
2
3
1
1
2
2
3
2 2
3
2
UD UD UD
3
2
2
2
2
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = N/A
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
10/7/2020 11:38:50 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWG
C6.00 - CONSTRUCTION DETAILS
SME JRS
C6.00
15
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
13
CONSTRUCTED W/O
VERTICAL CURB
SIDEWALK
PAVEMENT SECTION
NORMAL FLOWLINE
VARIES
FLUSH CURB
ONSITE CONCRETE DETAILS
NOT TO SCALE
6"
2"R.
6" 6"
12"
1 1/2"R.
6"
4 1/2"
ONSITE INFLOW CURB & GUTTER
Gutter edge may be
tapered or battered.
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = N/A
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
10/7/2020 11:38:55 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWG
C6.00 - CONSTRUCTION DETAILS
SME JRS
C6.01
15
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
14
NOTES
1. ALL CONCRETE SHALL BE CLASS B.
2. FOR LOCATION OF STILLING BASIN AND OUTLET PIPES, SEE PLANS.
3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.
4. SEE PLANS FOR GRADING DETAILS.
MODIFIED IMPACT STILLING BASIN/FOREBAY DETAIL
NOT TO SCALE
ELEVATION VIEW
PLAN VIEW
WELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4
REBAR DETAIL
WELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4
IN BASE SLAB
3" CLEARANCE TOP AND BOTTOM
#4 @ 18" O.C. BENT TIE BAR
3"
#4 CONTINUOUS
10" TO 18" #4 @ 18" O.C.
7"
BENT BAR DETAIL
10"
10"
0.67' 3' 1.5'
0.17'
3.05' 2' 1.25'
0.83'
10" Ø
0.83'
2'
0.5'
0.83'
1.5'
#4 @ 18" O.C. BENT INTO SLAB
10" Ø
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = N/A
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
10/7/2020 11:39:00 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWG
C6.00 - CONSTRUCTION DETAILS
SME JRS
C6.02
15
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
15
2"
6" CURB
PROPOSED GRADE
6" CONCRETE (TYP)
6" CURB
12" CURB
PIPE OUTLET
(SEE SHEET C3.01
FOR MORE INFO)
VARIES (SEE BIORETENTION GRADING
DETAIL ON SHEET C4.01)
VARIES (SEE BIORETENTION
DETAIL ON SHEET C4.01)
ROOF DRAIN OUTLET TO BIORETENTION
NOT TO SCALE
NOTES:
1. AT OUTLET A3, PROPOSED RETAINING WALL CREATES 12" CURB WALL FOR BACK OF OUTLET STRUCTURE.
(Typical for all Curb &
& Gutter Types)
1"
6"
2"R.
1 1/2"R.
6"
4 1/2"
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
1"
1'-6"
6" 6"
12"
1 1/2"
4' CONCRETE PAN
4'
6" CONCRETE
NOTES:
1. THE PAVEMENT SECTIONS ARE BASED ON SUPPLEMENTAL PAVING INFORMATION PROVIDED BY EARTH ENGINEERING CONSULTANTS.
2. TWO SOIL BORINGS IN THE GEOTECHNICAL REPORT SHOW UP TO 10" OF AGGREGATE BASE COURSE IN PLACE UNDERNEATH THE
EXISTING ASPHALT. IT IS ANTICIPATED THAT THIS MATERIAL WILL BE ADEQUATE FOR THE NEW ASPHALT THAT IS SHOWN. CONTRACTOR
TO VERIFY EXISTING DEPTH AND CONDITION PRIOR TO PLACEMENT OF ASPHALT. AGGREGATE BASE COURSE SHOULD BE ADJUSTED IN
MOISTURE CONTENT AND COMPACTED TO ACHIEVE A MINIMUM OF 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY.
3. HBP SHOULD BE GRADED AS SX OR S AND BE PREPARED WITH 75 GYRATIONS USING A SUPERPAVE GYRATORY COMPACTOR IN
ACCORDANCE WITH CDOT STANDARDS. THE HBP SHOULD CONSIST OF PG 58-28 OR PG 64-22 ASPHALT BINDER. HBP SHOULD BE
COMPACTED TO ACHIEVE 92 TO 96% OF THE MIX'S THEORETICAL MAXIMUM SPECIFIC GRAVITY (RICE VALUE).
4. PORTLAND CEMENT CONCRETE SHOULD BE AN APPROVED EXTERIOR PAVEMENT MIX WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH
OF 4,500 PSI AND SHOULD BE AIR ENTRAINED. WIRE MESH OR FIBER SHALL BE INCLUDED TO REDUCE SHRINKAGE CRACKING.
HOT MIX ASPHALT
AGGREGATE BASE
COURSE (CLASS 5 OR 6)
(VERIFY EXISTING
MATERIAL)
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
HOT MIX ASPHALT PAVEMENT SECTIONS
ONSITE PAVEMENT DETAILS
NOT TO SCALE
ONSITE OUTFALL CURB & GUTTER
LIGHT DUTY HEAVY DUTY
4"
7"
5"
7"
PORTLAND CEMENT
CONCRETE
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
RIGID PAVEMENT SECTIONS
LIGHT DUTY HEAVY DUTY
5 1/2" 6"
1'-6"
2' CONCRETE CHANNEL
2'
6" CONCRETE
6"
6"
4"
8"
6"
CONCRETE
18"
SIDEWALK
6"
2"
PROPOSED GRADE
THICKENED EDGE SIDEWALK
6"
6"
12"
PAVEMENT
6" CONCRETE CURB (NO GUTTER)
6"
6'-0"
6"
2-1"Ø HOLES
SECTION
NOTE:
1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING GRAY CONCRETE.
PREFABRICATED WHEEL STOP
NOT TO SCALE
2
1
1
2
2
1
2
1
2
1
4908
4907
4906
4904
SPRING CREEK
CROSS SECTION 1335
GM
2290 E PROSPECT ROAD
OWNER: DDNH COMMERCIAL INC
2310 E PROSPECT RD
OWNER: C AND C HOLDINGS LLC
OWNER: GATEWAY MEDICAL SERVICES LLC
EXISTING BUILDING
LOT LINE (TYP)
LIMITS OF 100-YEAR FLOODPLAIN
100-YEAR FLOODPLAIN
(BUILDING REMOVED FROM FLOODPLAIN PER
LOMA CASE NO. 19-08-0473A DATED 3/27/2019)
EXISTING EDGE OF POND
EXISTING LIMITS OF WETLANDS
LIMITS OF FLOODWAY
EXISTING 12" CMP
EXISTING 8" ADS
ROOF DRAIN
B2
0.12 0.95
1.00
A2
0.06 0.95
1.00
A3
0.16 0.95
1.00
A1
0.03 0.28
0.35
B1
0.60 0.87
1.00
C1
0.02 0.31
0.38
2330 E PROSPECT RD
OWNER: MOUNTAIN VIEW COMMUNITY CHURCH
BASINS LINES SHOWN BASED
ON PHASE 2 ROOF DESIGN
(NOT SIGNIFICANTLY
DIFFERENT THAN PHASE 1)
82 LF - LEVEL SPREADER TO DISTRIBUTE
STORMWATER FLOW TO VEGETATIVE BUFFER
STORM LINE B
STORM LINE A2
STORM LINE A3
STORM LINE C
SPRING CREEK TRAIL
PROPOSED INLET
BIORETENTION
UNDERDRAIN
OUTFALL
EXISTING POND
CATTAIL CHORUS
NATURAL AREA
STORM LINE B
BIORETENTION POND WITHIN DRAINAGE
EASEMENT BY SEPARATE DOCUMENT
MINIMUM FLAT AREA FOR BIOTENTION:
100 SF WEST POND & 146 SF EAST POND
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
SPRING CREEK
VEGETATIVE BUFFER
(APPROX. 6,605 SF)
44'
EXISTING CREEK BANK
1502 S TIMBERLINE RD
OWNER: POUDRE SCHOOL
DISTRICT R-1
86'
OUTLET B
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = 20'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:38:43 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C5.00 - DRAINAGE PLAN.DWG
C5.00 - DRAINAGE PLAN
SME JRS
C5.00
15
DRAINAGE PLAN
0 20' 40'
SCALE: 1" = 20'
10'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
12
X.XX
XX.X X.XX
X BASIN DESIGNATION
BASIN AREA (ACRE)
5 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
DESIGN POINT
FLOW DIRECTION
DP
D1
LEGEND
NOTES
1. ONSITE DETENTION NOT REQUIRED SINCE INCREASE IN
IMPERVIOUS AREA IS LESS THAN 1000 SQUARE FEET.
2. ONSITE WATER QUALITY AND LID PROVIDED BASED ON
MODIFIED IMPERVIOUS AREA FOR PHASE 1 AND PHASE 2
INCLUDING THE NEW SANCTUARY IMPROVEMENTS.
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 WITHIN THE
POUDRE RIVER 500-YEAR 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. CRITICAL FACILITIES ARE PROHIBITED IN THE POUDRE
RIVER 500-YEAR FLOODPLAIN.
WATER QUALITY SUMMARY
WATER QUALITY REQUIREMENT:
TOTAL NEW OR MODIFIED IMPERVIOUS AREA = 18,850 SF
REQUIRED LID WQ TREATMENT = 9,425 SF (50% MIN)
WATER QUALITY PROVIDED:
BIORETENTION (LID) FOR BASINS A1, A2, & A3 = 9,780 SF (52%)
VEGETATIVE BUFFER (NON LID) FOR BASINS B1 & B2 = 29,332 SF
TOTAL IMPERVIOUS AREA TREATED = 39,112 SF
7.89
7.73
7.74
1.3%
3.1%
18.3%
(2.7%)
(2.7%)
(2.6%)
7.42 9.69 TOW
8.25 TOW
9.19
9.69 TOW
FFE=4908.7
(1) 7"
INTERIOR
RISER
MATCH
EXISTING
GRADE AT
BACK OF
WALK PER
PHASE 1
GRADING
7.29 FG
LIMITS OF EXISTING BUILDING
LIMITS OF PHASE 2 SANCTUARY BUILDING ADDITION
6.92 FG
7.21 FG
7.44 FG
7.85 FG
6.89 FG
5.87
6.42
6.68
6.79
6.75
6.73
6.48
6.42
8.61
8.65 FG
8.70
8.61
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = ##'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:38:31 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C4.00 - OVERALL GRADING AND EROSION CONTROL PLAN.DWG
C4.00 - OVERALL GRADING AND EROSION CONTROL PLAN
SME JRS
C4.02
15
PHASE 2 DETAILED GRADING PLAN
0 ##' ##'
SCALE: 1" = ##'
##'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
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:
90.30
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
3.13
EXISTING GRADE
10.0%
4.0:1
(10.0%)
(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED MAJOR
CONTOUR
PROPOSED MINOR
CONTOUR
LEGEND
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 WITHIN THE
POUDRE RIVER 500-YEAR 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. CRITICAL FACILITIES ARE PROHIBITED IN THE POUDRE
RIVER 500-YEAR FLOODPLAIN.
90° BEND
INV = 4907.30
6" PVC PIPE TO HYDRAULICALLY
CONNECT BIORETENTION PONDS
7.20
7.20
ROOF DRAIN
OUTLETS TO BIORETENTION
ROOF DRAIN
OUTLETS TO BIORETENTION
INV. 4907.20
INV = 4907.20
(GROUT AROUND NEW PENETRATION)
10' WIDE SPRING
CREEK TRAIL
15' WIDE TRAIL
EASEMENT
CONSTRUCTION FENCE
REQUIRED DURING THE
CONSTRUCTION OF THE WALL
(WILL NEED TO BE REMOVED FOR
CONVERSION OF THE EXISTING
TURF TO NATIVE GRASS
8.55
11.45'
12.69'
ALL GRADES ON NORTH
SIDE OF THE WALLS MUST
BE RESTORED TO EXISTING
GRADES DUE TO PROXIMITY
TO THE FLOODWAY
5.97
5.87
5.46
5.24
LIMITS OF
FLOODWAY
2
4
3
1
2
1
3
3
1
2
2
2
1
2
4
3
2
3
2
1
1
2
1
1
2
3
1
1
2
2
1
2
2
1
1
2
2
3
1
2
2
1
2
1
2
3
1
1
2
2
3
2 2
3
2
GM
W
3
2
2
2
2
2
1
1
2
2
1
2
1
2
1
WS
WS WS
WS
WS WS
WS
WS
WS
WS
WS
WS
WS
WS
GM
2.0%
1.9%
2.2%
2.0%
2.0%
0.8%
5.0%
5.1%
2.3%
2.4%
2.2%
2.1%
2.7%
2.7%
2.1%
2.2%
2.0%
2.1%
3.1%
2.2%
15.8%
16.1%
9.1%
9.9%
4.3%
2.9%
1.8%
2.3%
2.0%
2.1%
1.3%
4.4%
FFE=4908.7
6.98
6.72
8.43
6.85
8.43
8.17
8.27
6.26
6.18
6.22
6.02
5.88
5.68
5.26
5.20
5.18
5.17
5.17
5.92
7.68
5.82
5.32
5.30
5.78
6.10
6.39
6.68
6.41
6.90
8.27
8.19
8.35
6.94
7.11
5.75
7.16
7.79
6.28
6.66
7.97
8.64 TBC
8.04
8.70
8.70
8.69
8.51
8.70
8.70
6.88
7.19
7.95
7.34
6.68
6.79
8.22
8.46
8.35
7.46
7.54
6.75
5.91
6.87
7.07
8.08
5.93
8.26
8.49
7.02
6.85
6.67
6.42
6.48
6.56
5.85
6.42
6.44
6.87
5.87
6.28
6.26
5.67
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
7.82
8.59
7.93
8.63
8.52
7.82
7.93
6.11
5.99
5.74
5.62
5.71
5.71
FFE=4908.7
1.8%
1.9%
4.0%
2.0%
2.2%
4.8%
4.8%
5.4%
2.6%
3.0%
2.1%
2.1%
2.2%
8.30
7.79
8.48
8.37
8.21
8.96 TBC
8.23
7.97
8.64 TBC
8.04
8.70
8.70
8.08
8.49
7.87
7.30
7.30
7.27
7.98
8.18
7.21
6.43
7.88 7.61
7.29
8.04
8.80
6.17
8.69
6.45
6.65
8.07
8.03
8.64
8.0%
2.1%
7.21
1' CURB
CHANNEL
6.49
6.48
7.02
6.99 TBC
6.58
6.53 7.05
8.3%
6.52
6.49
7.00
7.26
7.20
7.29
7.75 TBC
7.02 TBC
7.79 TBC
7.75 TBC
2.5%
2.4%
7.24 TBC
6.74
6.84
6.70
6.70
6.49
6.62
7.10 TBC
6.77
6.85
6.69
6.80 6.79
6.69
6.80
7.41
7.74
3.4%
3.4%
6.5%
2.3%
6.3%
10.4%
7.71 TBC
7.80
8.44
8.62
50.3%
12.4%
27.2%
67.7%
9.4%
12.9%
8.53
7.85
8.35
THICKENED EDGE
SIDEWALK
8.16
8.18
8.21
8.33
8.64
8.47
7.41
7.65
7.70
7.79
4' CONCRETE PAN
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = ##'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:38:25 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C4.00 - OVERALL GRADING AND EROSION CONTROL PLAN.DWG
C4.00 - OVERALL GRADING AND EROSION CONTROL PLAN
SME JRS
C4.01
15
PHASE 1 DETAILED GRADING PLAN
0 ##' ##'
SCALE: 1" = ##'
##'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
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:
90.30
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
3.13
EXISTING GRADE
10.0%
4.0:1
(10.0%)
(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED MAJOR
CONTOUR
PROPOSED MINOR
CONTOUR
LEGEND
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
BIORETENTION 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 WITHIN THE
POUDRE RIVER 500-YEAR 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. CRITICAL FACILITIES ARE PROHIBITED IN THE POUDRE
RIVER 500-YEAR FLOODPLAIN.
PHASE 1 GRADING DETAIL B
SCALE: 1" = 10'
PHASE 1 GRADING DETAIL C
SCALE: 1" = 10'
PHASE 1 GRADING DETAIL A
SCALE: 1" = 10'
2
2
2
1
1
2
2
1
2
1
2
1
WS
WS
WS
WS
WS
4908
4907
4906
4904
SPRING CREEK
CROSS SECTION 1335
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
24' EMERGENCY
ACCESS EASEMENT
LIMITS OF FLOODWAY
(NO GRADING WITHIN FLOODWAY)
EXISTING BUILDING
EXISTING 12" CMP
EXISTING 8" ADS
ROOF DRAIN
2' CURB CUT 6" VERTICAL CURB
2.0%
2' SIDEWALK CHASE
PHASE 2 GRADING DETAIL
(SEE SHEET C4.02)
LEVEL SPREADER
TOP ELEVATION 4905.10
(SEE DETAIL ON THIS SHEET)
RETAINING WALL
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE SHOWN
FOR LARGER PHASE 2 BUILDING
CONSTRUCTION
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)
RETAINING WALL
BIORETENTION PONDS
(SEE SHEET C4.01 FOR GRADING DETAIL)
MINIMUM FLAT AREA FOR BIOTENTION:
100 SF WEST POND & 146 SF EAST POND
IN ADDITION TO SILT FENCE, A SEPARATE
CONSTRUCTION FENCE IS REQUIRED
DURING CONSTRUCTION OF THE WALL AS
SHOWN ON SHEET C4.01
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 B
(SEE SHEET C4.01)
PHASE 1 GRADING DETAIL C
(SEE SHEET C4.01)
FFE=4908.7
8.53
5.54
8.53
7.87 7.70
8.70
4.71
4.62
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)
PHASE 1 GRADING DETAIL A
(SEE SHEET C4.01)
1' WIDE BERM AT ELEV = 4905.10
TO TIE INTO LEVEL SPREADER
AND EXISTING GROUND TO
THE SOUTH
CONSTRUCTION ACCES
FROM PROSPECT ROAD.
CONTRACTOR TO ENSURE
MUD AND DEBRIS IS
NOT TRACKED OFF OF SITE
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.
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
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = 20'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:38:19 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C4.00 - OVERALL GRADING AND EROSION CONTROL PLAN.DWG
C4.00 - OVERALL GRADING AND EROSION CONTROL PLAN
SME JRS
C4.00
15
OVERALL GRADING & EROSION CONTROL PLAN
0 20' 40'
SCALE: 1" = 20'
10'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
9
INLET PROTECTION
ROCK SOCK
CONCRETE WASHOUT AREA
SILT FENCE
SLOPE PROTECTION
90.30
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
3.13
EXISTING GRADE
10.0%
4.0:1
(10.0%)
(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED MAJOR
CONTOUR
PROPOSED MINOR
CONTOUR
LEGEND
PERMANENT SEEDING
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
WITHIN THE POUDRE RIVER 500-YEAR 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. CRITICAL FACILITIES ARE PROHIBITED IN THE POUDRE
RIVER 500-YEAR FLOODPLAIN.
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 = 41,700 SF (0.95 ACRES). TOTAL
DISTURBED AREA FOR JUST PHASE 1 CONSTRUCTION WITHOUT PHASE 2 SANCTUARY BUILDING ADDITION IS 33,700 SF (0.77 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.
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.
MOBILIZATION DEMOLITION
UTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL LANDSCAPING
PHASE OF CONSTRUCTION & STABILIZATION
EROSION CONTROL SEQUENCING
2
2
2
2
2
1
1
2
2
1
2
1
2
1
WS
WS WS
WS
WS
4908
4907
4906
4904
SPRING CREEK
CROSS SECTION 1335
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
LOT LINE (TYP)
EXISTING POND
LIMITS OF 100-YEAR FLOODPLAIN
EXISTING LIMITS OF WETLANDS EXISTING EDGE OF POND
EXISTING BUILDING
EXISTING 8" ADS
ROOF DRAIN
PHASE 2
BUILDING
OUTLINE
EXISTING BUILDING/
PHASE 1 BUILDING OUTLINE
BIORETENTION POND WITHIN DRAINAGE
EASEMENT BY SEPARATE DOCUMENT
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
OUTLET B
INV. IN=4904.71 (SE)
NYLOPLAST DRAIN BASIN
W/ DOME GRATE
INV. IN=4904.76 (E)
INV. OUT=4904.76 (NW)
FG=4907.82
TYPE 13 INLET
INV. IN=4905.11 (E)
INV. OUT=4904.94 (W)
FG=4906.45
5.0 LF 8" HDPE @ 0.90%
45° BEND
INV. IN=4905.16 (SE)
INV. OUT=4905.16 (W)
FG=4907.07
60.9 LF 8" HDPE @ 0.90%
8''X6'' TEE
INV. IN=4905.70 (SE)
INV. IN=4905.78 (NE)
INV. OUT=4905.70 (NW)
FG=4908.13
11.0 LF 6" PVC @ 7.47%
CONNECT TO EXISTING DOWNSPOUT
INV.=4906.60
FG=???
18.2 LF 8" HDPE @ 0.50%
10.9 LF 6" PVC @ 2.00%
CONNECT TO EXISTING DOWNSPOUT
INV.=4906.09
FG=4908.70
8''X6'' TEE
INV. IN=4905.79 (SE)
INV. IN=4905.87 (NE)
INV. OUT=4905.79 (NW)
FG=4908.21
18.3 LF 8" HDPE @ 0.50%
8''X6'' TEE
INV. IN=4905.89 (SE)
INV. IN=4905.97 (NE)
INV. OUT=4905.89 (NW)
FG=4908.27
9.9 LF 6" PVC @ 2.00%
CONNECT TO EXISTING DOWNSPOUT
INV.=4906.17
FG=4908.50
21.8 LF 8" HDPE @ 0.50%
135° BEND
INV. IN=4906.00 (S)
INV. OUT=4906.00 (NW)
FG=4908.39
11.2 LF 8" HDPE @ 0.50%
8''X6'' TEE
INV. IN=4906.05 (S)
INV. IN=4906.13 (E)
INV. OUT=4906.05 (N)
FG=4907.99
7.6 LF 6" PVC @ 2.00%
CONNECT TO EXISTING DOWNSPOUT
INV.=4906.28
FG=4908.37
26.1 LF 8" HDPE @ 0.50%
90° BEND W/
8''X6'' REDUCER (E)
INV. IN=4906.26 (E)
INV. OUT=4906.18 (N)
FG=4907.53
7.6 LF 6" PVC @ 0.50%
CONNECT TO EXISTING DOWNSPOUT
INV.=4906.30
FG=4908.13
8'' PVC DRAIN & DOME GRATE
W/ 90° ELBOW
INV.=4906.00
FG=4907.43
OUTLET C
INV. IN=4905.87 (N)
CONNECT TO EXISTING DOWNSPOUT
INV.=4907.59
FG=4911.14
2.8 LF 6" HDPE @ 0.49%
45° BEND
INV.=4907.58
FG=4911.07
39.4 LF 6" HDPE @ 0.50%
CONNECT TO EXISTING DOWNSPOUT
INV.=4907.40
FG=4910.93
2.5 LF 6" HDPE @ 0.52%
6'' WYE
INV.=4907.38
FG=4910.67
8.4 LF 6" HDPE @ 0.50%
45° BEND
INV.=4907.34
FG=4910.29
14.8 LF 6" HDPE @ 0.50%
OUTLET A2
INV. IN=4907.27 (SW)
8.7 LF 4" PVC @ 2.30%
11.2 LF 10" HDPE @ 0.40%
46.7 LF 10" HDPE @ 0.40%
26.9 LF 8" HDPE @ 0.50%
4'' INLINE DRAIN
INV.=4907.57
FG=4907.57
OUTFALL
INV.=4907.37
24' EMERGENCY
ACCESS EASEMENT
30' UTILITY
EASEMENT
20' UTILITY
EASEMENT
EXISTING 10'
CONCRETE TRAIL
65.0 LF 4"
PVC @ 0.00%
4 IN OVERFLOW RISER #2
INV. IN=4904.85 (W)
INV. OUT=4904.85 (SE)
RIM=4908.20
17.5 LF 4" PVC @ 2.00%
30.0 LF 4" PVC @ 2.00%
EXISTING INLET
INV. IN=4903.90 (W)
FG=4904.87
4 IN PVC 45° BEND
INV.=4904.50
FG=4907.82
28.7 LF 6" HDPE @ 0.33%
CONNECT TO EXISTING DOWNSPOUT
INV. OUT=4907.30 (NW)
FG=4910.56
OUTLET A3
INV. IN=4907.21 (SE)
6 IN PVC OUTLET
INV. OUT=4907.20 (S)
3.2 LF 6" PVC @ 6.22%
6 IN PVC 90° BEND
INV.=4907.40
8.0 LF 6" PVC @ 1.25%
6 IN PVC 90° BEND
INV.=4907.30
3.2 LF 6" PVC @ 3.11%
6 IN PVC OUTLET
INV. IN=4907.20 (S)
4 IN OVERFLOW RISER #1
INV. OUT=4904.85 (E)
RIM=4908.20
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = 20'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:38:08 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C3.01 - STORM SEWER PLAN.DWG
C3.01 - STORM SEWER PLAN
SME JRS
C3.01
15
STORM SEWER PLAN
0 20' 40'
SCALE: 1" = 20'
10'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
8
CABLE TV LINE
ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
G GAS METER
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE
CLEANOUT
TELEPHONE LINE
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
FIRELINE
WATER MAIN
WATER SERVICE
WATER METER
LEGEND
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. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE
PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO
MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING
BUILDINGS OR PROPERTIES.
3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
ITEMS IMPACTING ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
4. THE LIMITS OF THE FLOODPLAIN AND FLOODWAY ARE
SHOWN BASED ON FEMA FIRM MAP #08069C0983H REVISED
MAY 2, 2012. THE LINE WORK WAS PROVIDED BY THE CITY
OF FORT COLLINS.
5. ONSITE STORM SEWER SHOWN ON THESE PLANS SHALL BE
PRIVATE AND MAINTAINED BY THE PROPERTY OWNER.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE
WATERTIGHT ADS-N12 OR APPROVED EQUAL.
7. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF
ADJACENT STRUCTURES. DESIGN LENGTH OF THE PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
2
2
2
1
1
2
2
1
2
1
2
1
WS WS
WS
WS
WS
4908
4907
4906
4904
SPRING CREEK
CROSS SECTION 1335
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
20' UTILITY
EASEMENT
LOT LINE (TYP)
15' TRAIL EASEMENT
EXISTING 10'
CONCRETE TRAIL
EXISTING POND
LIMITS OF 100-YEAR FLOODPLAIN
100-YEAR FLOODPLAIN
(BUILDING REMOVED FROM FLOODPLAIN PER
LOMA CASE NO. 19-08-0473A DATED 3/27/2019)
EXISTING LIMITS OF WETLANDS EXISTING EDGE OF POND
24' EMERGENCY
ACCESS EASEMENT
LIMITS OF FLOODWAY
EXISTING BUILDING
EXISTING GAS SERVICE TO BE
REMOVED /ABANDONED
(COORDINATE WITH XCEL)
EXISTING 8"
SANITARY SEWER
EXISTING 8" WATER
EXISTING
WATER METER
EXISTING 4" FIRE SERVICE
EXISTING ELECTRIC LINE
EXISTING
GAS LINE
EXISTING
SANITARY
CLEANOUT
EXISTING 12" CMP
EXISTING FIBER
OPTIC LINE
EXISTING
ELECTRIC LINE
EXISTING 8" WATER
EXISTING WATER
SERVICE
EXISTING 1"
WATER METER
TO BE RELOCATED
EXISTING FIBER
OPTIC LINE
PROPOSED
TRANSFORMER
LOCATION
EXISTING 8" ADS
ROOF DRAIN
STORM LINE B
STORM LINE A2
STORM LINE A3
PROPOSED TYPE 13 INLET
BIORETENTION
UNDERDRAIN
OUTFALL
STORM LINE B
UNDERDRAIN INV. = 4904.85
CONNECT TO EXISTING
DOWNSPOUT (TYP.)
PHASE 2
BUILDING
OUTLINE
EXISTING BUILDING/
PHASE 1 BUILDING OUTLINE
EXISTING FIRE HYDRANT
PROPOSED PHASE 1 INLET
TO BE REMOVED WITH
PHASE 2 CONSTRUCTION
RELOCATED 1" EXISTING 1" WATER SERVICE
WATER METER
WITH CURB STOP
SEE NOTE 6
PROPOSED 1.5" WATER
SERVICE
DOWNSTREAM
OF METER PIT
NYOPLAST INLET
CONNECT TO STORM
LINE TO DOWNSPOUT
(TYP)
CONNECT TO EXISTING
DOWNSPOUT (TYP.)
BIORETENTION POND WITHIN DRAINAGE
EASEMENT BY SEPARATE DOCUMENT
TIE INTO EXISTING INLET
(GROUT AROUND NEW PENETRATION)
4" UNDERDRAIN INVERT = 4903.9
EXISTING 12" INV. = 4903.8
6" PVC PIPE TO
HYDRAULICALLY
CONNECT PONDS
EXISTING GAS METER TO
BE REMOVED
(COORDINATE WITH XCEL)
PROPOSED GAS SERVICE
(COORDINATE WITH XCEL)
PROPOSED GAS METER
(COORDINATE WITH XCEL)
PROPOSED PRIMARY
ELECTRIC LINE
(COORDINATE WITH
FC UTILITIES)
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
PROPOSED PHASE 1 STORM
DRAIN TO BE REMOVED WITH
PHASE 2 CONSTRUCTION
PROPOSED PHASE 2
8" STORM DRAIN
PROPOSED GAS SERVICE
FROM BUILDING TO
FIRE PIT
PROPOSED ELECTRICAL
BOXES AND METER
MOUNTAIN VIEW COMMUNITY CHURCH 10/7/2020
U20004
1" = 20'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:37:57 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C3.00 - UTILITY PLAN.DWG
C3.00 - UTILITY PLAN
SME JRS
C3.00
15
UTILITY PLAN
0 20' 40'
SCALE: 1" = 20'
10'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
7
CABLE TV LINE
ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
G GAS METER
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE
CLEANOUT
TELEPHONE LINE
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
FIRELINE
WATER MAIN
WATER SERVICE
WATER METER
LEGEND
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. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE
PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO
MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING
BUILDINGS OR PROPERTIES.
3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
ITEMS IMPACTING ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL
CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
5. THE LIMITS OF THE FLOODPLAIN AND FLOODWAY ARE
SHOWN BASED ON FEMA FIRM MAP #08069C0983H REVISED
MAY 2, 2012. THE LINE WORK WAS PROVIDED BY THE CITY
OF FORT COLLINS.
6. EXISTING WATER SERVICE TO BE REMOVED AND REPLACED
BETWEEN THE PROPOSED CONNECTION AND THE
CONNECTION TO THE BUILDING. THE PROPOSED WATER
SERVICE LINE SHALL BE 1" FROM THE METER PIT TO A
POINT 5' DOWNSTREAM OF THE METER PIT AND THEN 1.5" IN
SIZE TO THE POINT OF TIE IN AT THE BUILDING.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
10/7/2020 11:37:46 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20004 - MOUNTAIN VIEW COMMUNITY CHURCH\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWG
C2.00 - HORIZONTAL CONTROL PLAN
SME JRS
C2.01
15
HORIZONTAL CONTROL PLAN - PHASE 2
0 20' 40'
SCALE: 1" = 20'
10'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
6
CURB & GUTTER
RETAINING WALL
SIDEWALK CHASE
SIDEWALK/TRAIL
FENCE
PARKING BLOCK
CONCRETE PAN
SIGN
PARKING STALL STRIPING
HANDICAP PARKING STALL
DETECTABLE WARNING
BOLLARDS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
LIGHT POLES
LEGEND
LANDSCAPE BOULDER
CRUSHED LIMESTONE
GRAVEL
NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO
THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND
UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY
OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
2. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
ITEMS IMPACTING ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL REFER TO AND COORDINATE WITH
THE APPROVED LANDSCAPE DRAWINGS FOR ALL
LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS,
TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION
DETAILS, COLORED AND SCORED CONCRETE, LANDSCAPE
ROCK AND MULCH, ETC.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
BOULDER (TYP)
OUTFALL CURB & GUTTER
ADA RAMP
W/TRUNCATED
DOME PAD
LANDSCAPE
BOULDER (TYP)
SIDEWALK FLUSH WITH ASPHALT
LIGHT DUTY
CONCRETE
PAVEMENT
SPRING CREEK TRAIL
PROPERTY BOUNDARY
ADA RAMP WITH
HAND RAILING
26' 19.86'
6'
PROPOSED SIDEWALK
5.5'
16.5'
R18'
24' EMERGENCY
ACCESS EASEMENT
(EAE) BY SEPARATE
DOCUMENT
6" VERTICAL CURB
20 SY OF CONCRETE PATIO
NECESSARY FOR PHASE 1 ONLY
5'
2' SIDEWALK
CHASE
2' CURB CUT
BIORETENTION POND WITHIN DRAINAGE
EASEMENT BY SEPARATE DOCUMENT
(SEE SHEET C4.01 FOR DETAILS)
82 LF 8" LEVEL SPREADER
(SEE SHEET C4.00 FOR DETAILS)
CONCRETE RETAINING WALL WITH
SELF ADHERED THIN VENEER STONE
ON OUTSIDE FACE OF WALLS
EXISTING BUILDING/
PHASE 1 BUILDING OUTLINE
CONCRETE
SIDEWALK
SIDEWALK 6" ABOVE ASPHALT
ADA RAMP
PARKING BLOCK (TYP.)
SIDEWALK FLUSH
WITH ASPHALT
LIGHT DUTY
ASPHALT
ASPHALT PATCH
AND REPLACEMENT
OF 6" CURB FOR
INSTALLATION
OF STORM SEWER
ADA RAMP
CURB CHANNEL
4' CONCRETE PAN
W/6" CURB HEAD (SE)
CONCRETE PATCH
ASPHALT PATCH
4 STEPS WITH
HAND RAILINGS
3 STEPS WITH
HAND RAILINGS
LANDING
ADA RAMP WITH
HAND RAILING
LANDING RETAINING WALL
22' EAE
CONCRETE
SIDEWALK
W/RETAINING
WALLS
RETAINING WALL
W/HAND RAILING
42.5'
12.6' 12.5'
CONCRETE RETAINING WALL WITH
SELF ADHERED THIN VENEER STONE
ON OUTSIDE FACE OF WALLS
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
2' CURB CHANNEL
25 SY OF CONCRETE SIDEWALK
CONSTRUCTED FOR PHASE 1 ONLY
CRUSHED LIMESTONE
FOR PHASE 1 ONLY
(SEE LANDSCAPE PLANS)
HEAVY DUTY
CONCRETE
PAVEMENT
OUTLET C
OUTLET A2
(SEE DETAILS)
OUTLET A3
(SEE DETAILS)
OUTLET B
(SEE DETAILS)
LIGHT DUTY
ASPHALT
CONCRETE
PATIO
CONCRETE
PATIO
4
4
4
4
3
3
3
3
3
3
3
3
4
5
2
(TYP.)
1
(TYP.)
2
(TYP.)
MOUNTAIN VIEW COMMUNITY CHURCH 9/25/2020
U20004
1" = 20'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:37:41 AM
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C2.00 - HORIZONTAL CONTROL PLAN
SME JRS
C2.00
15
HORIZONTAL CONTROL PLAN - PHASE 1
0 20' 40'
SCALE: 1" = 20'
10'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
5
CURB & GUTTER
RETAINING WALL
SIDEWALK CHASE
SIDEWALK/TRAIL
FENCE
PARKING BLOCK
CONCRETE PAN
SIGN
PARKING STALL STRIPING
HANDICAP PARKING STALL
DETECTABLE WARNING
BOLLARDS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
LIGHT POLES
LEGEND
LANDSCAPE BOULDER
CRUSHED LIMESTONE
GRAVEL
NOTES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1
2
ONSITE SIGNING AND STRIPING KEY
3
5
6
4" SOLID WHITE LINE
ADA PARKING STRIPING
4 "NO PARKING - FIRE LANE"
SIGN
ADA PARKING SIGNAGE
"NO PARKING - FIRE LANE"
SIGN ON LIGHT POST
"NO PARKING - FIRE LANE"
SIGN ON BUILDING
DIRECTION OF ARROW
ON NO PARKING SIGN
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.
LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS
OUTSIDE FACE OF FOUNDATION WALL AS PROVIDED BY THE
ARCHITECT AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE
APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND
SITE FEATURES INCLUDING CONCRETE PLAZAS, LANDSCAPE
WALLS, BOULDERS, BIKE RACKS, TRASH RECEPTACLES, SITE
FURNITURE, LANDSCAPE ROCK AND MULCH, ETC.
4. TRUNCATED DOME WARNING DETECTION SYSTEMS PER
LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
5. THE PROPOSED POND SHALL BE LINED PER THE GEOTECHNICAL
LINING DESIGN PROVIDED BY TERRACON CONSULTANTS. REFER
TO THE LINING DESIGN DOCUMENTS FOR ADDITIONAL
INFORMATION.
6. REFER TO THE LANDSCAPE PLANS FOR POND EDGE TREATMENT
DESIGNS AND CONSTRUCTION DETAILS INCLUDING RETAINING
WALL, TERRACED BLOCKS, SHOTCRETE POND EDGE AND
BALLAST INSTALLATION. REFER TO THE GRADING PLANS FOR
ELEVATIONS OF EDGE TREATMENTS AND POND BOTTOM.
7. REFER TO THE LANDSCAPE ARCHITECTURAL PLANS FOR
CONCRETE PAVEMENT JOINT PATTERNS AND FOR THE DESIGNS
AND CONSTRUCTION DETAILS FOR THE SECURITY FENCE AND
GATES.
8. PROPOSED EASEMENTS AS SHOWN ON THIS DRAWING SHALL BE
DEDICATED BY SEPARATE DOCUMENT.
DECIDUOUS
TREE (TYP)
EXISTING EVERGREEN TREE (TYP)
EXISTING
EVERGREEN
TREE (TYP)
EXISTING
EVERGREEN
TREE (TYP)
FLOODWAY
EXISTING 10'
CONCRETE TRAIL
EXISTING FIBER
OPTIC LINE
EXISTING
ELECTRIC LINE
EXISTING POND
CATTAIL CHORUS
NATURAL AREA
LIMITS OF 100-YEAR FLOODPLAIN
LIMITS OF 100-YEAR FLOODPLAIN
500-YEAR FLOODPLAIN
EXISTING 8" WATER
LOT LINE (TYP)
LOT LINE (TYP)
100-YEAR FLOODPLAIN
(BUILDING REMOVED FROM FLOODPLAIN PER
LOMA CASE NO. 19-08-0473A DATED 3/27/2019)
OLD PROPERTY LINE USED
IN LEGAL DESCRIPTION
OF THE PARCEL
EDGE OF POND
LIMITS OF WETLANDS
EXISTING WATER
SERVICE
TO REMAIN
EXISTING
WATER METER TO
BE RELOCATED
24' EAE TO BE
VACATED BY
SEPARATE
DOCUMENT
REMOVE 632 SY CONCRETE
PAVEMENT & SIDEWALK
REMOVE 23 SY
ASPHALT
REMOVE 85 SY ASPHALT
REMOVE 57 LF FENCE
REMOVE 140 LF CONCRETE WALL
REMOVE 78 SY
SIDEWALK REMOVE 72 SY ASPHALT
REMOVE 50 SY ASPHALT
REMOVE 135 SY ASPHALT
REMOVE 266 SY ASPHALT
REMOVE 20 SY ASPHALT
REMOVE 207 LF CURB
REMOVE 155 LF CURB
REMOVE 269 LF CURB
REMOVE TREE (TYP)
REMOVE TREE (TYP)
REMOVE TREE (TYP)
313 LF SAWCUT ASPHALT
43 LF SAWCUT ASPHALT
SPRING CREEK TRAIL
N43° 36' 05.61"W 133.83'
N88° 36' 05.61"W 103.12'
N30° 18' 54.39"E 70.12'
N70° 48' 54.39"E 143.25'
N2° 56' 35.61"W 24.56'
S85°10'05.61"E
465.93'
S1° 23' 54.39"W 228.79'
N88°34'05.61"W
459.06'
PROPERTY BOUNDARY
N:1450797.72
E:3130406.11
PROPERTY BOUNDARY
FOUND #4 REBAR
BEGIN BASIS OF BEARINGS
N:1450836.97
E:3129941.84
PROPERTY BOUNDARY
N:1450765.37
E:3129807.81
PROPERTY BOUNDARY
N:1450704.83
E:3129772.41
PROPERTY BOUNDARY
N:1450702.32
E:3129875.50
N46°23'54.39"E
36.16'
PROPERTY BOUNDARY
N:1450605.40
E:3129967.80
PROPERTY BOUNDARY
N:1450580.47
E:3129941.61
PROPERTY BOUNDARY
N:1450569.00
E:3130400.53
EXISTING 8" ADS
ROOF DRAIN
EXISTING
TREE TO
REMAIN
REMOVE 4 SY CONCRETE
REMOVE 36 LF
CURB & GUTTER
REMOVE 2 LF
CURB & GUTTER
60 LF SAWCUT ASPHALT
REMOVE 18 SY
ASPHALT
LIMITS OF DISTURBANCE
EXISTING 12" CMP
REMOVE &
REPLACE
4 SY CONCRETE
EXISTING
SHRUB (TYP)
40 LF SAWCUT
ASPHALT
REMOVE 33 LF CURB
REMOVE 8 SY ASPHALT
FOUND #4 REBAR
END BASIS OF
BEARINGS
ASPHALT PATCH AND
CURB REPLACEMENT
FOR STORM SEWER
140 LF SAWCUT ASPHALT
EXISTING FIRE
HYDRANT EXISTING FIRE
HYDRANT
EDGE OF SPRING CREEK
LIMITS OF WETLANDS
2100 E PROSPECT RD
OWNER: HRS FAMILY
INVESTMENT CO LLC
1502 S TIMBERLINE RD
OWNER: POUDRE SCHOOL DISTRICT R-1
OWNER: CITY OF FORT COLLINS
REMOVAL OF EXISTING
BUILDING FOR PHASE 2
30' UTILITY
EASEMENT
EXISTING
TRANSFORMER
TO BE REMOVED
EXISTING GAS METER
TO BE REMOVED
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
MOUNTAIN VIEW COMMUNITY CHURCH 9/24/2020
U20004
1" = 40'
1" = N/A
MOUNTAIN VIEW COMMUNITY CHURCH
NORTH
10/7/2020 11:37:32 AM
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C1.00 - EXISTING CONDITIONS & REMOVALS PLAN
SME JRS
C1.00
12
EXISTING CONDITIONS & REMOVALS PLAN
0 40' 80'
SCALE: 1" = 40'
20'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
4
LOT LINE
PROPERTY BOUNDARY
RIGHT OF WAY
EASEMENT
FLOODWAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
REMOVE EXISTING CURB &
GUTTER
REMOVE EXISTING FENCE
SAWCUT LINE
REMOVE EXISTING
UTILITY LINE
REMOVE & PATCH
EXISTING ASPHALT
REMOVE EXISTING
BUILDING
REMOVE & REPLACE
EXISTING CONCRETE
REMOVE EXISTING TREE
100-YEAR FLOODPLAIN
REMOVE EXISTING
UTILITY STRUCTURE
500-YEAR FLOODPLAIN
LEGEND
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. THE CONTRACTOR SHALL PROTECT ALL EXISTING
FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO
THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND
UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY
OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE
NEAREST JOINT.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
ITEMS IMPACTING ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
5. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL
EXISTING TREES AND OTHER PLANTINGS WITH THE
LANDSCAPE DRAWINGS.
6. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE
UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE
DEMOLITION.
7. STRUCTURES TO BE REMOVED PER LOCAL, STATE AND
FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE
FOR OBTAINING ANY AND ALL REQUIRED PERMITTING
PRIOR TO THE REMOVAL OF STRUCTURES AS SHOWN ON
THIS PLAN.
8. REFER TO THE EROSION CONTROL PLAN FOR EROSION
CONTROL MEASURES REQUIRED TO BE INSTALLED PRIOR
TO COMMENCING DEMOLITION ACTIVITIES.
9. THE LIMITS OF THE FLOODPLAIN AND FLOODWAY ARE
SHOWN BASED ON FEMA FIRM MAP #08069C0983H REVISED
MAY 2, 2012. THE LINE WORK WAS PROVIDED BY THE CITY
OF FORT COLLINS.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
4) The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to
allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact
protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections
well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before
construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions.
5) The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes
but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for
removal, relocation, or replacement in the course of construction.
6) At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and
ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities
associated with this project.
7) All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities
commencing.
8) As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different,
to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current
state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion
Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions,
with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City.
9) All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not
limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for
City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall
be responsible to comply with all of these aforementioned laws and regulations.
10) The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,
Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits
or copies shall be made available upon request by the City.
11) The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and
self-inspections, etc. of the Control Measures involved in the construction activities.
12) The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or
site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for
any explanations, interpretations, or supplementary data provided by others.
13) All Control Measures shall be installed in accordance with the Manual.
14) The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.
15) As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In
these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.
16) Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction
and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor.
17) All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended
function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any drainage way.
18) Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than
the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction
sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.
19) Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and
acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be
submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with
sound engineering and hydrological practices
Land disturbance, Stockpiles, and Storage of Soils
20) There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by
the City. Disturbances beyond these limits will be restored to original condition.
21) Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to
the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing
construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include
when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred.
Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as
much possible.
22) All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from
leaving the site.
23) All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all
times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation,
and/or other permanent erosion control is installed.
24) No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,
watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code
§12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities
or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior
to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented.
25) All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control
Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and
erosion control report.
26) All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with
Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall
be thoroughly cleaned out.
27) All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the
use of Control Measures.
28) All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have
some form of effective sediment control as the, or as part of the, perimeter control.
29) All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through
use of Control Measures.
30) No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or
permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project
that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control
Inspector. During a season when seeding does not produce vegetative cover, anothertemporary erosion control shall be implemented with or until temporary
seeding or permanent erosion control can be performed.
31) All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those
cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that
down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.
Vehicle Tracking
32) At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at
least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point
where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).
33) In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located
near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.
34) City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any
source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for
migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be
removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of
code and shall not be permitted in the street right of way (public or private).
35) If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector.
Loading and Unloading Operations
36) The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to
the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could
impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Ferilizers, and Chemicals
37) Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection
and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.
38) Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels,
paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they
should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be
stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The
secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim
stormwater structures or drainage ways and shall be monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
39) Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas.
This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be
monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.
Significant Dust or Particulate generating Process
40) The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities
that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All
required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction
activities until the wind subsides as determined by any City Inspectors.
Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment
41) All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control
Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be
monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If
frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures
shall be frequently cleaned out.
42) The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping
wash water on to the dirt or other uncontrolled locations.
Dedicated Asphalt and concrete batch plants
43) Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request
and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The
Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.
Concrete Saw Cutting Materials
44) Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent
material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper
and legal disposal.
Waste Materials Storage and Sanitary Facilities
45) Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures
or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where
not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the
container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers.
46) Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be
located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area.
This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.
Other Site Operations and Potential Spill Areas
47) Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten any
stormwater conveyance, notify theCity of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or
hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health
Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been
contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately.
48) Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven
to cause entrapment issues.
Final stabilization and project completion
49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.
50) All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51) All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working
days of final grading.
52) Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through
12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53) All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.
54) All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill
seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other
areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification.
55) All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The
use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been
established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed
will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be
implemented along
with, or until, temporary seeding or permanent erosion control can be performed.
56) The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative
cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction
Control Measures.
57) The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control
Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control
Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at
which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All
measures shall be removed within 30 days after final stabilization is achieved.
58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been
reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site
will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.
(except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002
GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area
Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most
restrictive standard shall apply. All work shall be inspected and approved by the local entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these plans after the
expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of said engineer's work,
for any errors and omissions contained in these plans, and approval of these plans by the local entity engineer shall not relieve the engineer who has prepared these
plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the local entity, and its officers and
employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and
specifications current at the date of approval of the plans by the local entity engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to
verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for
unknown underground utilities.
7. The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to
have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative.
Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer to relocate all existing utilities that
conflict with the proposed improvements shown on these plans.
8. The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to modify the design.
Design modification(s) must be approved by the local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with
a minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the
utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be a
minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to
commencement of any work.
12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be
constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum is 5.5 fee unless otherwise noted in the plans and approved by the Water Utility.
14. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer,
channel, irrigation ditch or any waters of the united states.
15. The developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (contact Colorado Department of Health, Water Quality
Control Division, (303) 692-3590), the storm water management plan, and the erosion control plan.
16. The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the
responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the
storm water utility department. Certification shall be submitted to the storm water utility department at least two weeks prior to the release of a certificate of occupancy for
single family units. For commercial properties, certification shall be submitted to the Storm Water Utility Department at least two weeks prior to the release of any building
permits in excess of those allowed prior to certification per the development agreement.
18. The local entity including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District shall not be responsible for
any damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other
damage unless such damage or injuries are sustained as a result of the local entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in
the development.
19. All recommendations of the final drainage and erosion control study entitled "Mountain View Community Church" prepared by United Civil Design Group LLC, and dated
October 7, 2020, shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the erosion control plan. All erosion control measures shall be maintained in good repair by
the developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24
hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the local entity street inspector.
22. No work may commence within any improved or unimproved public right-of-way until a right-of-way permit or development construction permit is obtained, if applicable.
23. The developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The developer shall notify the
local entity engineering inspector (Fort Collins - 221-6605) and the local entity erosion control inspector (Fort Collins - 221-6700) at least 2 working days prior to the start
of any earth disturbing activity, or construction on any and all public improvements. If the local entity engineer is not available after proper notice of construction activity
has been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement if
subsequent testing reveals an improper installation.
24. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to the
placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the
developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's default pavement thickness section(s).
Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed professional engineer. The final report shall be submitted to the
inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the local entity
engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets,
and other locations requested by the local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the
approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity before installation of base course or asphalt will be
allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these
standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the
excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County floodplain resolution should be referred to for additional criteria for roads within these districts.
28. All road construction in areas designated as wild fire hazard areas shall be done in accordance with the construction criteria as established in the wild fire hazard area
mitigation regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal requiring a permit.
30. The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA
Publication 2226, Excavating and Trenching.
31. The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county or state), for
approval, prior to any construction activities within, or affecting, the right-of-way. The developer shall be responsible for providing any and all traffic control devices as
may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations department, who will
temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor,
materials and equipment to reinstall the sign as needed.
33. The developer is responsible for all costs for the initial installation of traffic signing and striping for the development related to the development's local street operations.
In
addition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on Sundays or
holidays, unless there is prior written approval by the local entity.
35. The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to
be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for clarification, and annotate
the dimension on the as-built record drawings.
37. The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any
permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the developer shall
contact the designer and the local entity engineer immediately.
39. The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local entity's inspector
at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer.
GENERAL NOTES (CONTINUED)
40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings.
The information shall be as follows:
PROJECT DATUM:
NAVD 88.
BENCHMARK #1: FORT COLLINS 51-01
A STANDARD DISK SET IN CONCRETE, LOCATED ON THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER ON TOP OF THE PARAPET WALL, APPROXIMATELY 0.2 MILES SOUTH OF WEST MULBERRY
STREET.
ELEVATION=4926.93
BENCHMARK #2: CITY OF FORT COLLINS 3-07
NORTHWEST CORNER OF TIMBERLINE RD. AND PROSPECT RD. ON THE NORTHWEST CORNER OF TRAFFIC SIGNAL BASE.
ELEVATION=4919.13
BASIS OF BEARINGS:
ASSUMING THE NORTH LINE OF TRACT "A", SEVEN LAKES BUSINESS PARK P.U.D., AS BEARING SOUTH 85°10'06" EAST AS SHOWN ON HORIZONTAL CONTROL PLANS, BEING A GRID
BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 578.13 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and
improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise
indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity street repair standards. The
finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is
made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the local
entity engineer and/or the local entity inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades
and condition as required by these plans.
45. Standard handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum
period of two years from the date of acceptance.
47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following
private streets: none.
48. Approved variances are listed as follows: None.
STREET IMPROVEMENTS NOTES
1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the local entity engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the local entity engineer.
5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finished
patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shall
be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the right-of-way
work permit traffic control plan.
8. The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than
inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. And a single axle weight of at least 18,000 lbs. With pneumatic tires
inflated to not less than 90 P.S.I.G. "proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. any portion of the subgrade or base material which exhibits
excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding
surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector.
STORM DRAINAGE NOTES
1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development
Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the
plans by the Director who may require that they be made to conform to standards and specifications current at that time.
2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify
the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating
unknown underground utilities.
3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for
accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the items on the plans are the final quantities required. The
review shall not be construed in any reason as acceptance of financial responsibility by the City for additional quantities of items shown that may be required during the
construction phase.
4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector
(970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required
before commencing construction activities.
5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners.
6. All recommendations of the final drainage and erosion control study entitled "Mountain View Community Church" prepared by United Civil Design Group LLC, and dated
October 7, 2020, shall be followed and implemented.
7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and
approved by the City Stormwater Department. (including the applicable note as set forth below)
For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the
release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be
submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot.
For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as
prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified
in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot.
8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction
Dewatering Industrial Wastewater Discharge Permit is required.
9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with
Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer
to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/.
10. Benchmark: See General Note Number 40.
11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required.
12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN 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.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS
WERE PREPARED UNDER MY DIRECT SUPERVISION, IN
ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS
AND STATE OF COLORADO STANDARDS AND STATUTES,
RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
SAMUEL ELIASON, PE #38212 DATE
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
OWNER / APPLICANT
MOUNTAIN VIEW COMMUNITY CHURCH
328 REMINGTON ST.
FORT COLLINS, CO 80524
PHONE: 970-490-2262
CONTACT: JASON McCONAHY
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: (970) 530-4044
CONTACT: SAM ELIASON
PLANNER/LANDSCAPE ARCHITECT
RUSSELL + MILLS STUDIO
506 S COLLEGE AVE, SUITE A
FORT COLLINS, CO 80524
PHONE: 970-484-8855
CONTACT: SHELLEY LAMASTRA
ARCHITECT
ALM2S
712 WHALERS WAY, BUILDING B, SUITE 100
FORT COLLINS, CO 80525
PHONE: (970) 223-1820
CONTACT: BRAD MASSEY
SURVEYOR
KING SURVEYORS
650 EAST GARDEN DRIVE
WINDSOR, CO 80550
PHONE: (970) 686-5011
CONTACT: PAUL GROVES
UTILITY PROVIDER CONTACT PHONE
WATER/WASTEWATER CITY OF FORT COLLINS UTILITIES MATT SIMPSON (970) 416-2754
STORMWATER CITY OF FORT COLLINS UTILITIES MATT SIMPSON (970) 416-2754
POWER CITY OF FORT COLLINS LIGHT & POWER CODY SNOWDON (970) 416-2306
NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828
TELECOM CENTURYLINK ROBERT RULI (970) 490-7503
CABLE COMCAST DON KAPPERMAN (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the
information shown.
UTILITY PROVIDERS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
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PROJECT COORDINATES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
PAGE # SHEET # SHEET NAME
1 C0.00 COVER SHEET
2-3 C0.01-C0.02 GENERAL NOTES
4 C1.00 EXISTING CONDITIONS & REMOVALS PLAN - PHASE 1
5 C2.00 HORIZONTAL CONTROL PLAN - PHASE 1
6 C2.01 HORIZONTAL CONTROL PLAN - PHASE 2
7 C3.00 UTILITY PLAN
8 C3.01 STORM SEWER PLAN
9 C4.00 OVERALL GRADING & EROSION CONTROL PLAN
10-11 C4.01-C4.02 DETAILED GRADING PLANS
12 C5.00 DRAINAGE PLAN
13-15 C6.00-C6.02 CONSTRUCTION DETAILS
PROJECT TEAM SHEET INDEX
VICINITY MAP
1"=500'
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 51-01
A STANDARD DISK SET IN CONCRETE, LOCATED ON THE NORTH END OF A BRIDGE OVER THE
POUDRE RIVER ON TOP OF THE PARAPET WALL, APPROXIMATELY 0.2 MILES SOUTH OF WEST
MULBERRY STREET
ELEVATION=4926.93
BENCHMARK #2: CITY OF FORT COLLINS 3-07
NORTHWEST CORNER OF TIMBERLINE RD. AND PROSPECT RD. ON THE NORTHWEST CORNER
OF TRAFFIC SIGNAL BASE.
ELEVATION=4919.13
BASIS OF BEARINGS:
ASSUMING THE NORTH LINE OF TRACT "A", SEVEN LAKES BUSINESS PARK P.U.D., AS BEARING
SOUTH 85°10'06" EAST AS SHOWN ON HORIZONTAL CONTROL PLANS, BEING A GRID BEARING
OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN
DATUM 1983/2011, A DISTANCE OF 578.13 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN
RELATIVE THERETO.
NOTE:
1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES
AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.
2. THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE
COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.
PROJECT SOILS REPORT
SUBSURFACE EXPLORATION REPORT
MOUNTAIN VIEW COMMUNITY CHURCH
PROPOSED DEMOLITION AND RECONSTRUCTION OF SANCTUARY
2330 EAST PROSPECT ROAD
FORT COLLINS, COLORADO
EEC PROJECT NO. 1202028
DATE: MAY 27, 2020
REPORT PREPARED BY: EARTH ENGINEERING CONSULTANTS, LLC
PHASING NOTES:
1. THERE ARE TWO PHASES SHOWN WITHIN THIS DRAWING SET. THE FIRST PHASE SHOWS THE
REDEVELOPMENT OF THE SITE WITHOUT A NEW SANCTUARY. THE SECOND PHASE SHOWS
THE REDEVELOPMENT OF THE SITE WITH A NEW SANCTUARY. THE DIFFERENCE IN ACTUAL
SITE IMPROVEMENTS IS MINIMAL BETWEEN THE TWO PHASES.
2. IMPROVEMENTS NOT SPECIFICALLY CLASSIFIED AS "PHASE 1" OR "PHASE 2" ARE CONSIDERED
"PHASE 1" IMPROVEMENTS.
3. PHASE 1 IMPROVEMENTS ARE CONSIDERED THE BASE BID. CONTRACTOR TO ALSO PROVIDE
ADD ALTERNATE BID TO INCLUDE PHASE 2 IMPROVEMENTS AT THE SAME TIME.