HomeMy WebLinkAboutZIGGI'S COFFEE - FDP - FDP170030 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSREVISIONS:
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FILENAME: 17_13 UP COVER.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:21 PM
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Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
VICINITY MAP
1" = 500'
WEST TRILBY ROAD
SOUTH COLLEGE AVENUE
LYNN DRIVE
VIVIAN STREET
CONSTELLATION DRIVE
KEVIN DRIVE
NGS BENCHMARK "A 409"
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409"; BRASS CAP LOCATED ON
THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE ~1000' SOUTH OF
THE INTERSECTION OF WEST TRILBY AVENUE AND SOUTH COLLEGE AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
THE GPS DERIVED EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6
NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS EVIDENCED BY THE SOUTHEAST
CORNER FROM WHENCE THE EAST 1/4 CORNER BEARS N00°40'23"W, A DISTANCE OF 2646.40
FEET WITH ALL BEARINGS HEREIN RELATIVE THERETO. MONUMENTS FULLY DESCRIBED HEREIN.
17_13
COVER SHEET
C1.0
SITE
UTILITY PLANS FOR
ZIGGI'S COFFEE - FORT COLLINS
REVISIONS:
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Sheet Name:
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FILENAME: 17_13 UP NOTES.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:21 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
NOTES
C1.1
STANDARD GRADING AND EROSION CONTROL NOTES:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL
INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL
OF 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.
3. PRE-DISTURBANCE VEGETATION SHALL BE 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.
4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY
(STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR
DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR
OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN
AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN
EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY
(30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION
CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED,
UNLESS OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES
DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
S 36°01'02" W
260.98'
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP DEMOLITION PLAN.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:21 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
DEMOLITION PLAN
C1.2
ZAH
----
N
0' 10' 20' 30'
SCALE: 1"=10'
DEMOLITION NOTES:
1. TREE REMOVAL/RELOCATION SHALL BE COORDINATED WITH LANDSCAPE
PLANS AND OWNER'S REPRESENTATIVE.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY
THE EXTENTS OF REQUIRED DEMOLITION PRIOR TO CONSTRUCTION.
ADDITIONAL SCOPE MAY BE REQUIRED THAN SHOWN HEREON. THE
CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH STRUCTURAL
MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPING AND ARCHITECTURAL
DRAWINGS.
3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL
UTILITIES PRIOR TO CONSTRUCTION.
4. THESE PLANS ARE BASED ON THE SURVEY BY FALCON SURVEYING DATED
08/14/17, AND BY THE FCLWD AS-BUILT PLANS DATED 12/3/03, PREPARED BY
NORTH STAR DESIGN, INC. HCI ENGINEERING HAS NOT CONDUCTED ANY ON
SITE INVESTIGATION FOR EXISTING UTILITIES. ADDITIONAL UTILITIES, IN USE
OR ABANDONED, MIGHT EXIST ON, NEAR OR CROSSING THE SUBJECT
PROPERTY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT ON SITE
INVESTIGATION FOR UNKNOWN UTILITIES AND CONFIRM UTILITY LOCATIONS
SHOWN HEREON. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY
STOP
ENTER
PRO. ACCESS AND
EMERGENCY ACCESS EASEMENT
STOP
ENTER
N=1,423,689.61
E=3,117,285.80
N=1,423,670.54
E=3,117,297.77
N=1,423,689.89
E=3,117,306.15
N=1,423,695.64
E=3,117,328.60
N=1,423,717.87
E=3,117,327.92
N=1,423,671.61
E=3,117,329.55
N=1,423,682.92
E=3,117,345.17
N=1,423,682.18
E=3,117,374.81
N=1,423,684.89
E=3,117,451.26
N=1,423,728.06
E=3,117,444.75
N=1,423,736.99
E=3,117,425.62
N=1,423,702.73
E=3,117,403.10
N=1,423,696.14
E=3,117,413.12
N=1,423,694.08
E=3,117,397.41
N=1,423,729.88
E=3,117,377.96
N=1,423,712.71
E=3,117,372.36 N=1,423,858.51
E=3,117,370.08
N=1,423,819.16
E=3,117,381.60
N=1,423,819.75
E=3,117,393.61
N=1,423,819.21
E=3,117,422.11
N=1,423,819.22
E=3,117,434.11
N=1,423,760.86
E=3,117,434.59
N=1,423,766.93
E=3,117,422.59
N=1,423,737.84
E=3,117,377.42
N=1,423,765.18
E=3,117,387.70
N=1,423,765.29
E=3,117,399.70
N=1,423,729.42
E=3,117,419.92
N=1,423,720.46
SAN
SAN SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
W
W
W W W W W W
W
W W
W
W
W
W
W
PRO. ELECTRIC
TRANSFORMER
CONTRACTOR TO VERIFY LOCATION
& INVERTS OF EX. SSWR MAIN,
SERVICES, CLEANOUT & STUB
188.55 L.F. 1.5" TYPE 'K' COPPER
WATER SERVICE LINE
PRO. 4" SSWR LINE
82.22 L.F. @ 2.0%
SOUTH COLLEGE AVENUE (HIGHWAY 287)
(R.O.W. REC. NO. 2004002682
& BOOK 1066 PAGE 184
& BOOK 1059 PAGE 402)
WEST TRILBY ROAD
(75.51' R.O.W.)
LIMITS OF CONSTRUCTION
PRO. GREASE
INTERCEPTOR
N=1,423,695.28
E=3,117,379.48
INV=5028.73
PRO. WATER
SERVICE BEND
N=1,423,711.47
E=3,117,254.58
PRO. WATER
SERVICE BEND
N=1,423,734.31
E=3,117,315.04
PRO. WATER
SERVICE BEND
N=1,423,734.54
E=3,117,389.62
PRO. WATER CONNECTION
TO BUILDING
N=1,423,719.44
E=3,117,414.08
CONNECT TO EX. 1.5"
WATER SERVICE STUB
CONTRACTOR TO
VERIFY LOCATION
N=1,423,692.54
STOP
ENTER
5031
5032
5033
5034
5034
5034.09
5034.07
5034.16
5033.94 5033.98 5034.06
5033.68
5033.69 5033.88
5033.61
5033.56
5033.43
5033.62
5033.36
5033.50
5033.59
5034.27
5034.27 H.P.
5034.07
5034.06
5033.75
5033.60
5033.58
5033.12
5033.45
5033.03
5033.32
5033.22
5033.88
5033.93
5034.00
5033.39
5032.92 5032.93
5033.10 5033.39
5033.05
5033.02
5033.88
5033.88
5033.88
5033.88
5033
12.5%
11.2%
2.0%
2.0%
0.8%
6.3%
0.6%
1.0%
1.0%
1.0%
1.0% 1.0%
1.8%
1.1%
1.4%
0.8%
WEST TRILBY ROAD
(75.51' R.O.W.)
SOUTH COLLEGE AVENUE (HIGHWAY 287)
(R.O.W. REC. NO. 2004002682
& BOOK 1066 PAGE 184
& BOOK 1059 PAGE 402)
3
1.63 0.78
0.98
3
4
0.17 0.91
1.00
4
6
0.18 0.32
0.50
6
INFLOW C&G
2' CONCRETE
V-PAN (TYP.)
2' CONCRETE
V-PAN
OUTFALL
C&G
5032
5033
5034
5034
5034
5034
5033
5034
5034
TRIBUTARY AREA
TO RAIN GARDEN
PONDING LIMITS
70.33 LF
6" PVC C900
3.50 LF
6" SLOTTED PIPE WQCV WSE = 5032.62
PRO. 20.00'
DRNG. ESMT.
LID RAIN GARDEN
ELEV. = 5032.12
CONNECT TO EX. 18" RCP
W/ 24" (HS-25) NYLOPLAST MH
W/ 3' Ø CONCRETE COLLAR
12" NYLOPLAST MH W/ HS-25 COVER
CONNECTION FITTING
12" NYLOPLAST CLEANOUT W/ GRATE
6" NYLOPLAST CLEANOUT W/ WATER TIGHT LID
6" NYLOPLAST CLEANOUT W/ WATER TIGHT LID
19.50 LF
6" SLOTTED PIPE
39.51 LF - 6" PVC C900
4.78 LF
6" SLOTTED PIPE
REVISIONS:
Drawn By:
SAN
SAN
SAN SAN SAN SAN
SAN SAN SAN SAN SAN
SAN SAN
SAN SAN SAN
SAN SAN
W
W
W
W
W W W W W W W W W W W W
W
W
W W
W
W
12" NYLOPLAST MH W/ HS-25 COVER
RIM = 5033.71
INV. IN=5029.73' (E)
INV. OUT=5029.73' (E)
N 1,423,744.54
E 3,117,357.36
CONNECT TO EX. 18" RCP
W/ 24" (HS-25) NYLOPLAST MH
W/ 3' Ø CONCRETE COLLAR
RIM = 5033.63
INV. IN=5029.13' (N)
INV. OUT=5029.13' (N)
N 1,423,674.21
E 3,117,357.36
CONNECTION FITTING
RIM = 5031.49
INV. IN=5029.95' (S)
INV. OUT=5029.95' (S)
N 1,423,744.54
E 3,117,401.64
70.33' ~ 6" PVC @ 0.85%
UTIL XING STM OVER SAN
STM BOP = 5029.56
SAN TOP = 5028.05
CLR = 1.51'
UTIL XING STM OVER WTR
STM BOP = 5029.64
WATER TOP, MAX. = 5028.14
MIN. CLR = 1.50
3.50' ~ 6" SLOTTED PIPE @ 0.71%
19.50' ~ 6" SLOTTED PIPE @ 0.54%
6" NYLOPLAST CLEANOUT W/ WATER TIGHT LID
RIM = 5031.35
INV. IN=5029.98' (N)
INV. OUT=5029.98' (N)
N 1,423,741.04
E 3,117,401.64
4.78' ~ 6" SLOTTED PIPE @ 0.50%
6" NYLOPLAST CLEANOUT W/ WATER TIGHT LID
RIM = 5031.43
INV. IN=5030.06' (SW)
INV. OUT=5030.06' (SW)
N 1,423,760.92
STOP
ENTER
SOUTH COLLEGE AVENUE (HIGHWAY 287)
(R.O.W. REC. NO. 2004002682
& BOOK 1066 PAGE 184
& BOOK 1059 PAGE 402)
WEST TRILBY ROAD
(75.51' R.O.W.)
IP
IP
CWA
SCL
SCL
CF
5032
5033
5034
5034
5034
5033
5034
5034
5034
LOC
STOP
ENTER
ECB
PS
2 EA.
INITIAL / INTERIM / FINAL
1 EA.
INITIAL / INTERIM / FINAL
1 EA.
INITIAL / INTERIM / FINAL
1 EA.
INITIAL / INTERIM / FINAL
1 EA.
INITIAL / INTERIM / FINAL
111 L.F.
INTERIM / FINAL
263 L.F.
INITIAL / INTERIM / FINAL
1 EA.
INITIAL / INTERIM
100 L.F.
INTERIM / FINAL
510 L.F.
INITIAL / INTERIM / FINAL
105 L.F.
INITIAL / INTERIM / FINAL
28 L.F.
INTERIM / FINAL
225 L.F.
INITIAL / INTERIM / FINAL
400 S.F.
INTERIM / FINAL
1,732 S.F.
INTERIM / FINAL
1,732 S.F.
INTERIM / FINAL
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP EROS CONTROL DTLS.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:23 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
EROSION & SEDIMENT
CONTROL DETAILS (1)
C1.9
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP EROS CONTROL DTLS.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:23 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
EROSION & SEDIMENT
CONTROL DETAILS (2)
C1.10
NOT PERMITTED
DO NOT USE
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP EROS CONTROL DTLS.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:23 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
EROSION & SEDIMENT
CONTROL DETAILS (3)
C1.11
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP EROS CONTROL DTLS.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:23 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
DETAILS (1)
C1.12
17_13
DETAILS 2
C1.13
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP EROS CONTROL DTLS.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:23 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
Scale: N.T.S.
J IN-LINE ADA RAMP W/ LANDING
RAMP PLAN VIEW
A
A
5.00'
MIN
6.00'
MIN
5.00'
MIN
CURB & GUTTER
6" CURB
2.0% MAX
0.5% MIN
2X4FT
TACTILE
WARNING
B
GRADE
BREAK
SIDEWALK
5.0FT, MIN
WIDTH
GRADE BREAK
& CONSTRUCTION
JOINT
REFER TO
PLANS FOR
THICKNESS
AND SUB BASE
6.00'
MIN. LENGTH
MAY VARY
RAMP SEC A-A
SUBGRADE
0.50'
5.00'
LANDING
MIN.
8.33% MAX
RAMP SEC B-B
2.0% MAX
5.00'
LANDING
MIN
1.00'
SUBGRADE
PAVEMENT
PER GEOTECH
GUTTER
TACTILE WARNING
PAD
0.50'
0.50'
1.00'
8.33% MAX
ADJUST LENGTH
AS NEED TO
MAINTAIN SLOPE
END OF
6" CURB
SIDEWALK
MAX
SLOPE 5.0%
5.0% MAX
NOTES:
1. 5000 PSI CONCRETE WITH FIBERMESH REINFORCEMENT, OR 4X4 WWM WITH 2" MIN COVER.
2. BRUSHED FINISH ON ALL EXPOSED CONCRETE.
3. TOOL CONTRACTION JOINT IN EVERY 10FT O.C.
4. COMPACT SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS, COMPACT TO 95% STANDARD PROCTOR MINIMUM.
5. CONCRETE THICKNESS PER GEOTECHNICAL RECOMMENDATIONS - 4" MIN.
6. PROVIDE SUBGRADE BASE COARSE PER GEOTECHNICAL RECOMMENDATIONS.
7. TACTILE WARNING TO BE 2X4' PAD WITH RAISED DOMES. PROVIDE ADHESIVE YELLOW TYPE AS THE MINIMUM.
REFER TO GOVERNING JURISDICTION OR ARCHITECT FOR ADDITIONAL REQUIREMENTS.
8. PROVIDE 1
2" RADIUS ON ALL EDGES.
9. SIDEWALK SLOPE AT THE TOP OF THE RAMP SHALL BE NO MORE THAN 5.0%.
10. ADJUST RAMP LENGTH AS NEEDED TO MAINTAIN A MAX SLOPE OF 8.33%.
11. ANY RAMP LONGER THAN 10FT WILL REQUIRE A HANDRAIL, BUILT TO ADA STANDARDS
12. ADJUST RAMP WIDTH TO MATCH SIDEWALK.
B
209 L.F.
INITIAL / INTERIM / FINAL
27 L.F.
INITIAL / INTERIM / FINAL
69 S.F.
INTERIM / FINAL
1 EA.
INITIAL / INTERIM / FINAL
1 EA.
INITIAL / INTERIM
600 S.F.
INITIAL / INTERIM
890 S.F.
INTERIM / FINAL
IP
CF
SCL
PS
MU
MU
ECB SSA
RS LOC
SCL
SCL
VTC
IP
IP
SCL
LOC
SCL
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP EROSION CONTROL PLAN.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:23 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
GRADING LEGEND
5421
5420
SLOPE XXX
MAJOR CONTOUR
MINOR CONTOUR
PROPOSED
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
SEDIMENT CONTROL LOG
STABILIZED STAGING AREA
VEHICLE TRACING CONTROL
LIMITS OF CONSTRUCTION
CWA
CF
SCL
SSA
VTC
LOC
RS
BMP LEGEND
LABEL SYMBOL DESCRIPTION
BMP CALLOUT
FLOW ARROW
BMP INSTALLATION SCHEDULE
ORDER INSTALLATION ORDER/ TIME LINE
BMP'S TAKEOFF
BMP QUANTITY
CUT/ FILL VOLUMES
CUT (C.Y.) FILL (C.Y.) NET (C.Y.)
TOTAL AREA OF DISTURBANCE = 0.484 AC
CUT/FILL VOLUMES FOR REFERENCE ONLY,
CONTRACTOR TO PERFORM OWN EARTH
WORK CALCULATIONS.
RS ROCK SOCKS
IP INLET PROTECTION
0' 20' 40' 60'
SCALE: 1" = 20'
N
(%PLS) SPECIES
SEEDING AND MULCHING
FINAL STABILIZATION OF THE PERVIOUS SITE AREA SHALL BE ACHIEVED THROUGH
LANDSCAPING.
ALL PLANTING BEDS SHALL BE MULCHED WITH ¾” TO 1.5” CRUSHED GRANITE, COLORADO
ROSE BY JENSEN SUPPLY OR APPROVED EQUAL. GRASSES AND PERENNIALS SHALL HAVE
NATURAL CEDAR FIBER MULCH AT THEIR BASES THE DIAMETER OF THE PLANTING PIT.
SUBMIT SAMPLES FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
SOD SHALL BE 'REVEILLE' HYBRID TEXAS/KENTUCKY BLUEGRASS (POA ARACHNIFEREA X
POA PRATENSIS) AND IS AVAILABLE THROUGH GRAFF'S TURF FARM, FT. MORGAN, CO.
970-867-8873. SUBSTITUTIONS WILL BE CONSIDERED PRIOR TO BIDDING. SEEDED NATIVE
TURF AREAS SHALL BE FIRST HYDROSEEDED WITH SEEDING SLURRY THEN MULCHED WITH
TACKIFIER. DETENTION POND AND RAIN GARDEN SLOPES SHALL BE COVERED WITH S150
EROSION CONTROL MAT OR EQUAL. SEED MIX SHALL BE APPLIED AS FOLLOWS:
CONCRETE PAVEMENT
(6,650 SF / 0.15 AC)
EROSION CONTROL BLANKET
(1,290 SF / 0.01 AC)
PERMANENT SEEDING / MULCHING
(1,801 SF / 0.04 AC)
ASPHALT PAVEMENT
(1,740 SF / 0.04 AC)
FINAL LANDSCAPING
(9,065 SF / 0.21 AC)
17_13
EROSION CONTROL PLAN
C1.8
E 3,117,412.23
39.51' ~ 6" PVC @ 0.50%
12" NYLOPLAST CLEANOUT W/ GRATE
RIM = 5031.46
INV. IN=5029.93' (E)
INV. OUT=5029.93' (E)
N 1,423,744.54
E 3,117,396.87
PRO. 20.00'
DRAINAGE ESMT.
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP STORM PnP.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:22 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
STORM PLAN
C1.7
N
0' 10' 20' 30'
SCALE: 1"=10'
N.T.S.
1 RAIN GARDEN DETAILING
N
KEY MAP
SCALE: N/A
SOUTH COLLEGE AVENUE (HWY 287)
WEST TRILBY ROAD
Ziggi's
Drive thru
Parking Parking
Drive Lane
Trash
SITE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409"; BRASS CAP LOCATED ON
THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE ~1000' SOUTH OF
THE INTERSECTION OF WEST TRILBY AVENUE AND SOUTH COLLEGE AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
THE GPS DERIVED EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6
NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS EVIDENCED BY THE SOUTHEAST
CORNER FROM WHENCE THE EAST 1/4 CORNER BEARS N00°40'23"W, A DISTANCE OF 2646.40
FEET WITH ALL BEARINGS HEREIN RELATIVE THERETO. MONUMENTS FULLY DESCRIBED HEREIN.
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP DrainagePlan.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:22 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
DRAINAGE LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
FLOW ARROW
DRAINAGE BASIN
BASIN ID
AREA (AC) C100
B3-6
2.80 0.47
0.76
C10
LIMITS OF SITE IMPROVEMENT CHANGES
BASIN BOUNDARY
5421
5420
NOTES:
1. THE SITE LIES WITHIN THE FOSSIL CREEK DRAINAGE BASIN.
FOSSIL CREEK IS LOCATED APPROXIMATELY 1.35 MILES EAST OF
THE SITE.
PR. MAJOR CONTOUR
PR. MINOR CONTOUR
B4-6A DESIGN POINT
0' 20' 40' 60'
SCALE: 1" = 20'
N
LIMITS OF CONSTRUCTION
17_13
DRAINAGE PLAN
C1.6
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409"; BRASS CAP
LOCATED ON THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE ~1000'
SOUTH OF THE INTERSECTION OF WEST TRILBY AVENUE AND SOUTH COLLEGE
AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
THE GPS DERIVED EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 11,
TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS
EVIDENCED BY THE SOUTHEAST CORNER FROM WHENCE THE EAST 1/4 CORNER
BEARS N00°40'23"W, A DISTANCE OF 2646.40 FEET WITH ALL BEARINGS HEREIN
RELATIVE THERETO. MONUMENTS FULLY DESCRIBED HEREIN.
1.2%
5034
5033.93
5034
5034
5034
5034
5033
1.2%
1.2%
0.6%
0.4%
0.5%
1.6%
0.1%
0.2%
FLOWLINE OF 2'
WIDE V-PAN
(TYP.)
5032
5033
5034
5033.46
LIMITS OF CONSTRUCTION
RIGHT-HAND TURN TO:
SOUTH COLLEGE AVENUE
(HWY 287)
1.6%
5033.71
5033.78
5034.07
1.1%
0.5%
12.4%
10.9%
13.8%
2.0%
2.0%
2.0%
2.6%
2.0%
1.6%
4.3%
1.6%
1.4%
1.5%
0.5%
1.6%
10.1%
2.3%
11.4%
13.3%
13.8%
13.3%
13.3%
18.3%
12.9%
16.4%
16.6%
14.4%
12.9%
13.0%
14.0%
12.0%
13.3%
12.0%
12.0%
8.2%
6.5%
6.5%
6.5%
2.8%
0.2%
2.0%
2.0%
5033.60
2.0%
3.9%
1.6%
3.6%
3.6%
7.6%
4.8%
2.3%
2.9%
1.7%
1.5%
2.0%
0.1%
5.4%
6.5%
FF = 5033.88
PRO. ACCESS AND
EMERGENCY ACCESS EASEMENT
STOP
ENTER
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP GRADING PLAN.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:22 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
GRADING PLAN
C1.5
N
0' 10' 20' 30'
SCALE: 1"=10'
PROPOSED CONTOURS
PROPOSED CONTOURS MAJOR
EXISTING CONTOURS
EXISTING CONTOURS MAJOR
PROPOSED SLOPE
XXXX PROPOSED SPOT SHOTS
XXX
GRADING LEGEND
5421
5420
N
KEY MAP
SCALE: N/A
SOUTH COLLEGE AVENUE (HWY 287)
WEST TRILBY ROAD
Ziggi's
Drive thru
Parking Parking
Drive Lane
Trash
SITE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409"; BRASS CAP LOCATED ON
THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE ~1000' SOUTH OF
THE INTERSECTION OF WEST TRILBY AVENUE AND SOUTH COLLEGE AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
THE GPS DERIVED EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6
NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS EVIDENCED BY THE SOUTHEAST
CORNER FROM WHENCE THE EAST 1/4 CORNER BEARS N00°40'23"W, A DISTANCE OF 2646.40
FEET WITH ALL BEARINGS HEREIN RELATIVE THERETO. MONUMENTS FULLY DESCRIBED HEREIN.
E=3,117,254.72
R5.00'
R5.00'
R5.00'
10.00'
PRO. ACCESS AND
EMERGENCY ACCESS EASEMENT
PROPERTY CORNER
CONTROL POINT 1
N=1,423,660.63
E=3,117,451.62
PROPERTY CORNER
CONTROL POINT 2
N=1,423,873.62
E=3,117,449.12
REFER SHEET C1.7 - STORM PLAN FOR
STORM SEWER AND RAIN GARDEN
CONSTRUCTION INFORMATION
PRO. BOOSTER PUMP
CONNECT TO
EX. 1.5" WATER SERVICE
5.00' MIN.
PRO. 3/4" WATER METER PIT
N=1,423,458.36
E=3,117,140.89
R3.00'
R3.00'
5.00 L.F. 3/4" TYPE 'K' COPPER
WATER SERVICE LINE
23.84 L.F. 3/4" TYPE 'K' COPPER
WATER SERVICE LINE
PRO. SSWR CO
CONNECT TO EX. 8" SSWR STUB
CONTRACTOR TO VERIFY
LOCATION AND INVERT
N=1423699.73
E=3117238.94
INV:5025.26
PRO. SSWR CO
N=1423724.54
E=3117317.32
INV:5026.90
PRO. 4" SSWR LINE
50.03 L.F. @ 2.0%
PRO. SSWR CO
N=1423724.54
E=3117367.36
INV:5027.90
PRO. 4" SSWR LINE
29.26 L.F. @ 2.0%
PRO. SSWR CO
N=1423695.28
E=3117404.18
INV:5029.23
PRO. SSWR CO
N=1423695.28
E=3117367.36
INV:5028.49
4" SSWR SERVICE
36.82 L.F. @ 2.0%
CONNECT TO EX. 6" MAIN
PRO. 3/4" WATER SERVICE TAP
N=1,423,449.11
E=3,117,157.08
CONTRACTOR TO VERIFY LOCATION &
VERIFY EX. 6" FIRELINE IS NOT IN USE
& ABANDON AT WATER MAIN
N=1,423,449.11
E=3,117,159.03
PRO. SSWR CONNECTION
TO BUILDING
N=1423699.99
E=3117407.28
INV:5029.34
PRO. SSWR CONNECTION
TO BUILDING
N=1423711.09
E=3117408.59
INV:5028.81
PRO. SSWR CO
N=1423724.54
E=3117388.12
INV:5028.32
PRO. 4" SSWR LINE
20.76 L.F. @ 2.0%
PRO. 4" SSWR LINE
24.49 L.F. @ 2.0%
4" SSWR SERVICE
5.64 L.F. @ 2.0%
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP OVERALL UTILITY PLAN.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:22 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
OVERALL UTILITY PLAN
0' 20' 40' 60' C1.4
SCALE: 1" = 20'
N
G
SAN
W W W
E
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
ELECTRICAL
ELECTRICAL BOX
SITE LIGHT
MANHOLES
GATE VALVE
CLEAN OUT
PROPOSED
FIRE HYDRANT
WATER METER
ST SS
H
Y
D
FIBER OPTIC LINE T
UTILITY LEGEND
NOTE:
1. FINAL LAYOUT OF WATER SERVICE IS SUBJECT TO PRESSURE
AND FLOW CONSTRAINTS AND WATER QUALITY CONDITIONS AS
REQUIRED BY CODE AND FORT COLLINS LOVELAND WATER
DISTRICT.
2. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 1" WATER
METER AND TAP WITH NEW 3/4" WATER METER AND TAP PER
FORT COLLINS LOVELAND WATER DISTRICT STANDARDS.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
DATE
FORT COLLINS - LOVELAND WATER DISTRICT
SOUTH FORT COLLINS SANITATION DISTRICT
CHRIS MATKINS, DISTRICT MANAGER DATE
TERRY FARRILL, P.E., DISTRICT ENGINEER DATE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409"; BRASS CAP LOCATED ON
THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE ~1000' SOUTH OF
THE INTERSECTION OF WEST TRILBY AVENUE AND SOUTH COLLEGE AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
THE GPS DERIVED EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6
NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS EVIDENCED BY THE SOUTHEAST
CORNER FROM WHENCE THE EAST 1/4 CORNER BEARS N00°40'23"W, A DISTANCE OF 2646.40
FEET WITH ALL BEARINGS HEREIN RELATIVE THERETO. MONUMENTS FULLY DESCRIBED HEREIN.
E=3,117,450.77
N=1,423,672.74
E=3,117,435.94
10.00
10.00
11.00
10.00
5.00
5.50
6.00
10.64
19.00
41.00
6.50 12.00
23.09
16.30
10.00
N=1,423,660.63
E=3,117,451.57
N=1,423,873.62
E=3,117,449.12
N=1,423,677.25
E=3,117,338.04
N=1,423,694.56
E=3,117,343.10
N=1,423,768.31
E=3,117,373.52
N=1,423,842.76
E=3,117,372.13
N=1,423,791.52
E=3,117,439.58
N=1,423,678.43
E=3,117,420.20
N=1,423,730.40
E=3,117,435.64
N=1,423,766.73
E=3,117,398.54
N=1,423,818.22
E=3,117,392.77
N=1,423,817.73
E=3,117,382.77
N=1,423,766.73
E=3,117,388.53
N=1,423,768.44
E=3,117,423.58
N=1,423,762.35
E=3,117,433.58
N=1,423,817.71
E=3,117,433.12
N=1,423,817.62
E=3,117,423.13
N=1,423,672.25
E=3,117,407.06
L1
L2
C1
L3
L4
L5
L6
L7
C2
L8
C3
C4
L10
L11
L12
C5
L13
C6
L14
C7
L16
C8
C9 L17
L18
C10
L19
C11
L20
C12
L21
L22
C13
L23
L24
C14
C16
L25
L15
L26
N=1,423,776.54
E=3,117,344.13
N=1,423,757.20
E=3,117,371.67
PROPOSED 20.00'
DRAINAGE ESMT.
L9
N=1,423,696.77
E=3,117,317.57
N=1,423,691.07
E=3,117,299.64
CURVE TABLE
CURVE #
C7
C8
C9
C10
C11
C12
C13
C14
C16
ARC LENGTH
7.93
25.99
14.67
13.79
18.20
44.50
82.78
37.46
10.56
RADIUS
5.00
22.84
31.97
13.99
33.85
14.33
26.33
26.10
14.33
DELTA ANGLE
90°54'28"
65°12'35"
26°17'06"
56°28'46"
30°48'17"
177°53'31"
180°06'53"
82°14'21"
42°12'29"
CHORD BEARING
S44°33'27"W
N61°47'06"E
N16°37'40"E
N61°45'43"E
N15°22'33"E
N88°55'40"W
S89°56'01"W
N40°50'39"E
N21°19'32"E
CHORD LENGTH
7.13
24.61
14.54
13.23
17.98
28.66
52.67
34.32
10.32
LINE TABLE
LINE #
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
BEARING
N89°59'20"W
S00°28'33"E
N89°43'43"W
S33°18'50"W
S00°31'41"E
N06°23'13"W
N06°26'59"W
S00°28'33"E
N06°23'13"W
N06°26'59"W
S88°29'59"W
DISTANCE
20.87
1.50
20.29
14.43
1.50
1.50
1.50
1.50
1.50
1.50
25.34
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
ARC LENGTH
6.37
3.25
1.44
2.41
3.89
11.99
RADIUS
3.50
2.00
2.37
2.15
2.50
4.00
DELTA ANGLE
104°15'07"
93°07'40"
34°52'32"
64°11'51"
89°06'13"
171°41'32"
CHORD BEARING
S52°39'16"E
N46°35'04"W
S04°41'21"E
S56°57'25"W
S45°26'54"E
S03°52'57"E
CHORD LENGTH
5.53
2.91
1.42
2.28
3.51
7.98
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
BEARING
N89°16'53"E
S00°31'43"E
N75°13'10"E
S00°03'19"E
N90°00'00"E
N90°00'00"W
S00°00'42"W
N89°01'18"E
S89°01'14"W
N89°59'55"W
S00°03'46"W
N90°00'00"E
S00°53'47"E
S00°53'47"E
N33°18'53"E
DISTANCE
36.86
15.73
3.19
4.24
1.13
5.46
1.73
16.50
28.88
14.81
15.04
16.58
2.61
101.32
19.16
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No. Date: Description:
FILENAME: 17_13 UP HC PLAN.dwg PLOTDATE: 2017-09-22 PLOT TIME: 4:21 PM
Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
ZIGGI'S COFFEE - FORT COLLINS
UTILITY PLANS
6533 S. COLLEGE AVE.
FORT COLLINS, CO 80525
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
INFO@HABERERGROUP.COM
1 9/27/17 FDP SUBMITTAL #1
ZAH
CCH
9/22/2017
17_13
HORIZONTAL CONTROL PLAN
C1.3
N
KEY MAP
SCALE: N/A
SOUTH COLLEGE AVENUE (HWY 287)
WEST TRILBY ROAD
Ziggi's
Drive thru
Parking Parking
Drive Lane
Trash
SITE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409";
BRASS CAP LOCATED ON THE EAST RIGHT OF WAY LINE OF SOUTH
COLLEGE AVENUE ~1000' SOUTH OF THE INTERSECTION OF WEST
TRILBY AVENUE AND SOUTH COLLEGE AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL
DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED
= NAVD88 - 3.18'.
BASIS OF BEARINGS:
THE GPS DERIVED EAST LINE OF THE SOUTHEAST QUARTER OF
SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH
PRINCIPAL MERIDIAN AS EVIDENCED BY THE SOUTHEAST CORNER
FROM WHENCE THE EAST 1/4 CORNER BEARS N00°40'23"W, A
DISTANCE OF 2646.40 FEET WITH ALL BEARINGS HEREIN RELATIVE
THERETO. MONUMENTS FULLY DESCRIBED HEREIN.
CURB AND GUTTER CURB AND GUTTER V-PAN V-PAN
N
0' 10' 20' 30'
SCALE: 1"=10'
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
ENVIRONMENTAL PLANNER DATE
DISCREPANCY.
5. CONTRACTOR SHALL PRESERVE EXISTING VEGETATION OUTSIDE OF THE
PROJECT LIMITS. ANY DAMAGE TO VEGETATION OR SITE IMPROVEMENTS
OUTSIDE OF THE PROJECT LIMITS DUE TO CONSTRUCTION ACTIVITIES SHALL
BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
6. BARRIERS/FENCING SHALL BE PROVIDED PRIOR TO SITE DEMOLITION TO
PROVIDE FOR SAFETY OF WORKERS AND PASSERSBY. THE CONTRACTOR
SHALL MAINTAIN PEDESTRIAN ROUTES DURING CONSTRUCTION, UNLESS
COORDINATED WITH CITY OF FORT COLLINS.
7. THE CONTRACTOR SHALL SUBMIT A DETAILED DEMOLITION PLAN OUTLINING
REMOVAL TO CITY OF FORT COLLINS, THE ENGINEER, AND THE ARCHITECT.
8. THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL DURING
DEMOLITION TO INCLUDE COVERING TRUCKS HAULING DEBRIS OFFSITE,
PERIODICALLY CLEANING AND SWEEPING ADJACENT STREETS AND DRIVES
AND/OR USING DUST PALLIATIVE AS NEEDED.
9. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT AT
DEMOLITION LIMITS. APPLY SS-1 TACKCOAT AT EDGE PRIOR TO PLACING
NEW ASPHALT. REFER TO CITY OF FORT COLLINS STREET CUT AND PATCH
BACK DETAIL AND SPECIFICATION FOR PUBLIC IMPROVEMENTS.
10. EXISTING CONCRETE AT DEMOLITION LIMITS SHALL BE SCORED THEN
BROKEN AT THE JOINT TO CREATE A ROUGH SURFACE TO ACCEPT NEW
CONCRETE.
11. THE CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS FOR THE
DISPOSAL OF ALL DEMOLISHED ITEMS.
12. THOROUGHLY CLEAN ALL AREAS, SURFACES, BUILDINGS AND STRUCTURES
IMPACTED BY DEMOLITION ACTIVITIES PRIOR TO START OF NEW
CONSTRUCTION.
13. DEMOLITION SHALL INCLUDE (AT A MINIMUM):
· REMOVAL AND/OR ABANDONING THE EXISTING 1" TAP AND METER PER
FCLWD STANDARDS.
· ABANDONING OF THE EXISTING 6" FIRELINE AT THE MAIN PER FCLWD
STANDARDS.
· REMOVAL OF ASPHALT, CONCRETE PANS AND/OR CURB AND GUTTER,
AND SIDEWALK
· REMOVAL OF TREES, BUSHES AND FOLIAGE, AS DIRECTED BY
LANDSCAPE PLANS. TREE REMOVAL OR TRANSPLANTING SHALL BE
COORDINATED WITH THE OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT.
· REMOVAL OF ANY UNSATISFACTORY SOIL, AS IDENTIFIED BY THE
GEOTECHNICAL ENGINEER.
DEMO ITEMS:
CURB & GUTTER REMOVAL: 585 LF
2-FT V-PAN REMOVAL: 200 LF
SIDEWALK REMOVAL: 545 SF
EXISTING CURB & GUTTER TO BE REMOVED
EXISTING CURB & GUTTER TO REMAIN, TYP.
EXISTING 2-FT V-PAN TO BE REMOVED
EXISTING 2-FT V-PAN TO BE REMOVED
EXISTING SIDEWALK
TO BE REMOVED
EXISTING SIDEWALK
TO BE REMOVED
EXISTING SIDEWALK
TO BE REMOVED
EXISTING TREES TO BE REMOVED
EXISTING UNDERGROUND ELECTRIC
& TRANSFORMER TO BE REMOVED.
CONTRACTOR TO COORDINATE
W/ UTILITY PROVIDER
EXISTING ASPHALT TO BE
REMOVED: 11,922 SF
EXISTING STORM INLET TO REMAIN
EXISTING STORM INLET TO REMAIN
EXISTING ASPHALT PAVEMENT
TO BE REMOVED
2-FT ASPHALT PATCH-BACK
ZONE (T-PATCH).
2-FT ASPHALT PATCH-BACK
ZONE (T-PATCH).
2-FT ASPHALT PATCH-BACK
ZONE (T-PATCH).
2-FT WIDE ASPHALT T-PATCH
(RE: DETAIL SHEET): 350 LF
2-FT ASPHALT PATCH-BACK
ZONE (T-PATCH).
EXISTING 1" DOMESTIC METER & TAP TO BE ABANDONED/
REMOVED PER FCLWD STDS
2-FT ASPHALT PATCH-BACK
ZONE (T-PATCH).
EXISTING 6" FIRELINE TO BE ABANDONED
AT MAIN PER FCLWD STDS
CONTRACTOR TO VERIFY EX FIRELINE IS
NOT IN USE PRIOR TO ABANDONMENT
EXISTING 6" FIRELINE TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
EXISTING 1.5" SERVICE LINE TO REMAIN
N
KEY MAP
SCALE: N/A
SOUTH COLLEGE AVENUE (HWY 287)
WEST TRILBY ROAD
Ziggi's
Drive thru
Parking Parking
Drive Lane
Trash
SITE
EXISTING SITE LIGHT TO REMAIN (TYP.)
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
DATE
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE
IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS
ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING
DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN
ORDER TO ASSURE CONTINUED 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 DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL
SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER
SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS
SHALL BE SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS
BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL
SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
9. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE
RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE
EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY
WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE
DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND
MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN.
10. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN
NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT
LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO
EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN
THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS
TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION
MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES.
11. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR
CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE
CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND
LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY
DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION
ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED
AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED.
12. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM
(CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR
ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED
WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT
ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE
TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND
SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE
WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER
CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN
ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND
FEDERAL REGULATIONS.
13. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY
(STRUCTURAL) EROSION CONTROL MEASURES SHALL:
A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2)
WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND
REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO
ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION.
B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE
SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY
STABILIZED AS DETERMINED BY THE EROSION CONTROL
INSPECTOR.
C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY
STABILIZED AS DETERMINED BY THE EROSION CONTROL
INSPECTOR.
14. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL
MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE
DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE
DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY.
15. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS
WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED
UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE
MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS
ASSOCIATION (HOA).
STANDARD 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. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF
11. 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
LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE LOCAL ENTITY 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 2-YEAR WARRANTY PERIOD FOR NEW
CONSTRUCTION (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.
STANDARD STREET IMPROVEMENT 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
LOVELAND.
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. FT. COLLINS ONLY. 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 M.U.T.C.D. (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 ¼ 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
THAT 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 PREFORMED IN THE PRESENCE OF AN
INSPECTOR.
STANDARD 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-NOTICE. 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 FOR THIS DEVELOPMENT BY HCI ENGINEERING
MUST BE MET.
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. PROJECT DATUM: NAVD88
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "A 409";
BRASS CAP LOCATED ON THE EAST RIGHT OF WAY LINE OF SOUTH
COLLEGE AVENUE ~1000' SOUTH OF THE INTERSECTION OF WEST
TRILBY AVENUE AND SOUTH COLLEGE AVENUE.
ELEVATION: 5039.43
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL
DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.18'.
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.
13. THE CITY OF FORT COLLINS 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).
14. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION
CONTROL STUDY FOR NORTHWEST CORNER OF COLLEGE AVENUE &
TRILBY ROAD ECKERD DRUG BY NORTHSTAR DESIGN, INC. AND
AMENDED BY THE DRAINAGE CONFORMANCE LETTER FOR ZIGGI'S
COFFEE AND EROSION CONTROL REPORT FOR ZIGGI'S COFFEE, BY
HCI ENGINEEING SHALL BE FOLLOWED AND IMPLEMENTED.
15. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF
FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A
REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY
THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE
SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST
TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF
OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL
PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE
STORMWATER 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.
WATER AND SANITARY SEWER NOTES:
1. THE MINIMUM COVER OVER WATERLINES IS 5.0 FEET AND TEH
MAXIMUM COVER IS 6.0 FEET UNLESS OTHERWISE NOTED ON THESE
AND APPROVED BY FORT COLLINS - LOVELAND WATER DISTRICT.
2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE FORT COLLINS - LOVELAND WATER DISTRICT
AND THE SOUTH FORT COLLINS SANITATION DISTRICT - STANDARD
CONSTRUCTION SPECIFICATIONS.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
ENVIRONMENTAL PLANNER DATE
LOT 2, C.O.L. COLLEGE AND TRILBY SUBDIVISION SITUATED IN THE SOUTHEAST 1
4 OF SECTION 11,
TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JUNE 21, 2017
N
CONTACTS:
ARCHITECT:
MAH ARCHITECTURAL GROUP
MICHAEL HUNSINGER
1385 S. COLORADO BLVD.
DENVER, CO 80222
PHONE: (303) 778-0608
EMAIL: MICHAEL@MAHARCH.COM
CIVIL ENGINEER:
HCI ENGINEERING
COLE HABERER
621 SOUTHPARK DR., SUITE 1600
LITTLETON, CO 80120
PHONE: (303) 979-3900
EMAIL: COLEH@HABERERGROUP.COM
G
SAN
W W W
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OHE
5421
5420
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CURB AND GUTTER (SPILL)
CURB AND GUTTER (CATCH)
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
ELECTRICAL
OVERHEAD POWER LINES
SITE LIGHT
SIGN
MANHOLES
INLET
METER PIT
GATE VALVE
CLEAN OUT
TREE
SLOPE
MAJOR CONTOUR
MINOR CONTOUR
PROPOSED
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
ST SS
FIBER OPTIC LINE T
Sheet Index
Sheet Number Sheet Title
C1.0 COVER SHEET
C1.1 NOTES
C1.2 DEMOLITION PLAN
C1.3 HORIZONTAL CONTROL
PLAN
C1.4 OVERALL UTILITY PLAN
C1.5 GRADING PLAN
C1.6 DRAINAGE PLAN
C1.7 STORM PLAN
C1.8 EROSION CONTROL PLAN
C1.9
EROSION & SEDIMENT
CONTROL DETAILS (1)
C1.10 EROSION & SEDIMENT
CONTROL DETAILS (2)
C1.11 EROSION & SEDIMENT
CONTROL DETAILS (3)
C1.12 DETAILS (1)
C1.13 DETAILS 2
GENERAL NOTES - CITY OF FORT COLLINS:
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 CONTRACTOR 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
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 COVER IS 5.5 FEET 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 STORMWATER
UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE
STORMWATER 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 STORMWATER 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 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 "DRAINAGE CONFORMANCE LETTER
FOR ZIGGI'S COFFEE - FORT COLLINS" AND THE "EROSION CONTROL
REPORT FOR ZIGGI'S COFFEE - FORT COLLINS" DATED AUGUST, 2 2017 BY
HCI ENGINEERING. 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 ENGINEER 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.
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:
BENCHMARKS—LOCAL ENTITY SURVEY.
B.M.NUMBER A 409 ELEV.= 5039.43,
DESCRIPTION NATIONAL GEODETIC SURVEY BRASS CAP STRAMPED "A 409"
LOCATED ON THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE
APPROXIMATELY 1000 FEET SOUTH OF THE INTERSECTION OF WEST
TRILBY NAVD 1988 DATUM.
41. ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER
WORD) 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. 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: (LIST).
48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST
HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT).
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.
_____________________________________________________________
COLE C. HABERER, P.E. DATE
STATE OF COLORADO NO. 43259
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT
COLLINS FOR CONCEPT ONLY. THE REVIEW DOES IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF
FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES
OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED.
THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS
ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF
FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN
THAT MAY BE REQUIRED DURING THAT CONSTRUCTION PHASE.
FORT COLLINS - LOVELAND WATER DISTRICT
SOUTH FORT COLLINS SANITATION DISTRICT
CHRIS MATKINS, DISTRICT MANAGER DATE
TERRY FARRILL, P.E., DISTRICT ENGINEER DATE
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
ENVIRONMENTAL PLANNER DATE