HomeMy WebLinkAboutFISCHER PROPERTIES - FDP230010 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSWEST PROSPECT ROAD SOUTH SHIELDS STREET57' RIGHT-OF-WAY
RESIDENTIAL LOCAL STREET
(WITH PARKWAY)7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY
EASEMENT
DRIVE-OVER
CURB & GUTTER
℄
4:1 MAX
30' -
15' -℄7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY
EASEMENT
DRIVE-OVER
CURB & GUTTER
4:1 MAX
15' -℄
16' TRAVEL
LANE
1 COVER SHEET Original Field Survery:
Northern Engineering
Project No. 1382-001
Date: August 07,2017
MARCH 2023 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
Project Datum: NAVD88
Benchmark PAULUS
On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use
trail tunnel, 7 feet West of top back of curb near the Southwest corner of Shields St. and
Elizabeth St.
Elevation: 5025.82
Benchmark CSU2
The mark is a standard brass Larimer County geodetic control disk set in 2002, in the
campus of Colorado State University approx. 240.8 feet South from the center line of North
Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet Southwest from the center
of the delivery road to the University Club and 1.1 feet Southwest from the edge of the
sidewalk.
Elevation: 5006.29
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for
their vertical datums.
If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose,
the following equation should be used: NGVD29 = NAVD88 - 3.17'
Basis of Bearings
The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7
North, Range 69 West of the 6th P.M. as bearing South 00° 29' 40" West (assumed).
PROJECT BENCHMARKS:
FISCHER PROPERTIES
PROJECT TEAM:
OWNER/APPLICANT
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
TYPICAL SECTIONS
1 COVER SHEET
2 GENERAL & CONSTRUCTION NOTES
SITE SHEETS
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 CIVIL SITE PLAN
GRADING SHEETS
5 OVERALL GRADING PLAN
6-7 GRADING PLAN
8 SUBGRADE PLAN
UTILITY SHEETS
9 OVERALL UTILITY PLAN
10-11 UTILITY PLAN
SANITARY SEWER SHEETS
12 SANITARY LINE A PLAN & PROFILE
WATERLINE SHEETS
13 WATERLINE A PLAN & PROFILE
STORM DRAIN SHEETS
14 STORM DRAIN A PLAN & PROFILE
15 STORM DRAIN A4-A PLAN & PROFILE
16 STORM DRAIN A4-B PLAN & PROFILE
17 STORM DRAIN A4-C, A4-D, A4-E, & A4-F PLAN
18 STORM DRAIN B, C & D PLAN & PROFILE
19 STORM DRAIN E & F PLAN & PROFILE & LANDSCAPE DRAINS G&H
STREET SHEETS
20 LAKEWOOD DRIVE PLAN & PROFILE
21 WESTWARD DRIVE RIGHT FLOWLINE - PLAN & PROFILE
22 DEL MAR STREET RIGHT FLOWLINE - PLAN & PROFILE
23 DEL MAR STREET & LAKEWOOD DRIVE INTERSECTION DETAIL
DETAIL SHEETS
24 GRADING DETAILS
25 SANITARY SEWER DETAILS
26-27 WATER DETAILS
28-32 DRAINAGE DETAILS
33-34 SITE DETAILS
EROSION CONTROL SHEETS
35 EROSION CONTROL EXHIBIT
36-37 EROSION CONTROL DETAILS
DRAINAGE SHEETS
38 HISTORIC DRAINAGE EXHIBIT
39 DRAINAGE EXHIBIT
UTILITY PLANS FOR
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETAPPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
PROJECT
LOCATION
Ripley Design, Inc.
Russ Lee, President
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
PLANNER/
LANDSCAPE ARCHITECT
SITE ENGINEER
SURVEYOR
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Erik Fischer
125 S. Howes Street, Suite 900
Fort Collins, CO 80521
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.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not 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 for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
City of Fort Collins Construction Inspection Manager Ken Zetye kzetye@fcgov.com
Additional Survery:
Northern Engineering
Project No. 1382-002
Date: March 23, 2022
ABC =AGGREGATE BASE COURSE
ACP =ASBESTOS-CEMENT PIPE
BLDG =BUILDING
BP =BEGINNING POINT
CL =CENTERLINE
CMP =CORRUGATED METAL PIPE
C.O. =CLEAN OUT
DIP =DUCTILE IRON PIPE
DS =DOWN SPOUT
EAE =EMERGENCY ACCESS EASEMENT
EL or ELEV =ELEVATION
EOA =EDGE OF ASPHALT
EP =ENDING POINT
FES =FLARED END SECTION
FFE =FINISHED FLOOR ELEVATION
FGW =FINISHED GROUND AT WALL FACE
FL =FLOWLINE
FH =FIRE HYDRANT
GB =GRADE BREAK
GV =GATE VALVE
HC =HANDICAP
HP =HIGH POINT
INV =INVERT
LF =LINEAR FEET
LP =LOW POINT
MAX =MAXIMUM
MH or M.H.=MANHOLE
MIN =MINIMUM
PC =POINT OF CURVATURE
PCR =POINT OF CURVE RETURN
PERF =PERFORATED
PRC =POINT OF REVERSE CURVE
PT =POINT OF TANGENCY
PVC =POLYVINYL CHLORIDE
PVI =POINT OF VERTICAL INTERSECTION
PVMT =PAVEMENT
RCP =REINFORCED CONCRETE PIPE
RD =ROOF DRAIN
ROW =RIGHT OF WAY
STA =STATION
STD =STANDARD
SQ FT =SQUARE FOOT / FEET
SW =STEEL WATERLINE
TB =THRUST BLOCK
TBC =TOP BACK OF CURB
TBW =TOP BACK OF WALK
TF =TOP OF FOUNDATION
TOW =TOP OF WALL
TYP =TYPICAL
UE =UTILITY EASEMENT
WSEL =WATER SURFACE ELEVATION
ABBREVIATIONS:
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XCC C C C C C C C C C C C C CCCCCCCCCCCCCCCCCC
CCCCCCCC/ / / / / / / /C5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 6' SIDEWALK8' SIDEWALK
7' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
6' SIDEWALKSPRING
F
I
E
L
D
D
R
I
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE 6.42' SIDEWALK6.42' SIDEWALK18'
(TYP.)
8.5' (TYP.)
30'
FL-FL57' ROW
12.5'
(TYP.)
19'
18' (TYP.)
18' (TYP.)
8.5' (TYP.)
18'
(TYP.)
8' (TYP.)
18'
8.5'
7.5'
9'
8'
8.5'
18'
(TYP.)
8.5'
(TYP.)
15'
(TYP.)
8'
(TYP.)
15'
(TYP.)
15'
(TYP.)
8'
(TYP.)
8' (TYP.)
21' (TYP.)
26'
FL-FL
24'
FL-FL
26'
FL-FL
26'
FL-FL
24'26'
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 7
LOT 6
LOT 9 LOT 8
LOT 3
LOT 4
LOT 1 LOT 2
LOT 5
DRAINAGE
EASEMENT
PROPOSED 5'
CURB CUT & 2'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND
TRANSITION TO
DRIVE-OVER
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
31" DRIVE-OVER
CURB & GUTTER
30" VERTICAL CURB & GUTTER
PROPOSED
DETENTION POND
DRIVEWAY APPROACHES
TO BE REPLACED WITH
VERTICAL CURB & GUTTER
PROPOSED 2'
CONCRETE PAN
31" DRIVE-OVER
CURB & GUTTER
PROPOSED
SAWCUT (TYP.)
EXISTING 6" CURB
w/ 5' CONCRETE GUTTER
PROPOSED 2'
CONCRETE PAN
31" DRIVE-OVER
CURB & GUTTER
PROPOSED TRASH
ENCLOSURE
DRAINAGE
EASEMENT
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
BIKE BARN
(RE: LANDSCAPE)
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK8' SIDEWALK19' (TYP.)
TRACT A
AE,DE,UE
5' UTILITY EASEMENT
5' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITYEASEMENTSOUTH SHIELDS STREET93.8' LANDSCAPE
RETAINING WALL
9' UTILITY EASEMENT
20' DRAINAGE
EASEMENT
NYLO
PL
AS
T
DO NOT
P
O
LL
U
T
E
DRAINS TOWATERWA
Y
S
DO NOT POLL
U
T
E
D
R
A
I
NS
T
O
WA
T
E
RW
A
Y
S
NYLOPLAST
D
UC
T
I
L
E
IR
O
N
NYLOP
LA
S
T
DO NOT PO
L
L
UT
E
DRAINS TO
WATERW
A
YS
DO NOT PO
L
L
U
TE
D
RA
I
N
S
TO
W
A
TE
R
W
A
YS
NYLOPLAS
T
D
U
C
T
I
LE
I
R
ON
NYLOPLASTDO NOT PO
L
L
U
T
E
DRAINS
T
O
WATERW
A
Y
S
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAS
T
D
U
C
T
I
L
E
I
R
O
N
DEL MAR DEMOLITION AND PAVING TO BE
COORDINATED WITH THE CITY OF FORT
COLLINS WATER MAIN RELOCATION PROJECT
WESTWARD DRIVE DEMOLITION AND PAVING
TO BE COORDINATED WITH THE CITY OF FORT
COLLINS WATER MAIN RELOCATION PROJECT
PROPOSED INLET
1
1111
6
P2
6
6
6
6
6
6
6
6
6
6
PROPOSED 5'
CURB CUT & 2'
SIDEWALK CULVERT
2
2
2
2
2
2
3
3
2
3 33
2
2
333
222
2
3
2
2
2
P2
P2
2
DDDD S
15'
(TYP.)
6
P2 P2
P2
P2
P2
P2
PROPOSED 2'
CURB CUT & 2'
SIDEWALK CULVERT
AA
A
B
B
C
CC
C
C
C
D
D 6' SIDEWALK6' SIDEWALK6' SIDEWALK26' EMERGENCY
ACCESS
EASEMENT
WHEEL STOP
(TYP.)
WHEEL STOP
(TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETEASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.ATTACHED WALK WIDTHS ARE MEASURED FROM FLOWLINE.
3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE
CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER.
5.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF
SUPPORTING 40 TONS.
9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
DRIVE AISLE ASPHALT PAVING
LEGEND:
PARKING STALL ASPHALT PAVING
PRIVATE CONCRETE PAVING
HEAVY DUTY ASPHALT PAVING
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE FLATWORK
ASPHALT PATCH
RAIN GARDEN BIOMEDIA AREA
S
D
STANDARD ACCESS RAMP
DIRECTIONAL ACCESS RAMP
1
2
3
VERTICAL CURB & GUTTER
18" VERTICAL INFLOW CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
X' CONCRETE PAN
631" INFLOW DRIVE-OVER CURB & GUTTER
PX
4 CIVIL SITE PLAN PARKING
RESERVED
STOP
NO
ANY
TIME
PARKING
R7-1
12"x18"
R1-1
30"R7-8
12"x18"
PROPOSED SIGNS
A B C D
RISKAREA
FLOOD
PARKING LOT
USERS ARE
ADVISED THAT THIS
AREA IS LIABLE TO
OCCASIONAL
FLOODING
12"x18"
UDUDWWWWWW6" ABDN W6" ABDN W6" ABDN WCCCCCCCC/ / / / / / / /CLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
30'
FL-FL57' ROWDEL MAR STREET9' UTILITY EASEMENT
9' UTILITY EASEMENT
31" DRIVE OVER
CURB & GUTTER
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
RAINGARDEN ADETENTION
POND 3
3' DRAINAGE
EASEMENT (TYP.)
±40'
FL-FL
60' ROW
PROPOSED
SAWCUT
DEL MAR STREET
FLOWLINE
(SEE SHEET 22)TRACT A
AE,DE,UE
STORM DRAIN LINE C
SEE SHEET 18 RAINGARDEN B5025
5030
5035
5040
5045
5025
5030
5035
5040
5045
9+50 10+00 11+00 12+00 13+00 14+00 14+505037.855036.985036.105035.255034.585034.095033.805033.615033.435033.245033.06-0.74%
-3.50
%PVI STA = 10+15.77PVI ELEV = 5038.18PVI STA = 12+90.05PVI ELEV = 5032.9590.0' VC
PVI STA = 11+31.64
PVI ELEV = 5034.12
BCVS: 10+86.64BVCE: 5035.70ECVS: 11+76.64EVCE: 5033.79A.D. = 2.76
K = 32.61
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
(-3.39
%
)
5025
5030
5035
5040
5045
5050
5025
5030
5035
5040
5045
5050
9+50 10+00 11+00 12+00 13+00 14+00 14+50
5025
5030
5035
5040
5045
5025
5030
5035
5040
5045
9+50 10+00 11+00 12+00 13+00 14+00 14+505037.555036.525035.675034.855034.185033.695033.385033.205032.965032.595032.225031.865031.625031.485031.355038.015036.915035.825034.905034.195033.685033.385033.205032.965032.515031.955031.495031.215031.195031.31-4.34
%
-4.4
5
%
-0.74%-1.24%-2.24%
-2.24%
-1.74%-1.24%0.50%
-0.74%
-0.50%PVI STA = 10+15.81PVI ELEV = 5038.40PVI STA = 10+39.96PVI ELEV = 5037.36PVI STA = 12+14.28PVI ELEV = 5033.09PVI STA = 12+35.80PVI ELEV = 5032.82PVI STA = 12+57.31PVI ELEV = 5032.34PVI STA = 12+78.83PVI ELEV = 5031.86PVI STA = 13+00.35PVI ELEV = 5031.48PVI STA = 13+19.41PVI ELEV = 5031.25PVI STA = 13+78.70PVI ELEV = 5031.33PVI STA = 13+28.39PVI ELEV = 5031.18PVI STA = 13+38.47PVI ELEV = 5031.13113.0' VC
PVI STA = 11+20.18
PVI ELEV = 5033.79
BCVS: 10+63.67BVCE: 5036.30ECVS: 11+76.69EVCE: 5033.37A.D. = 3.71
K = 30.47
-4.5
5
%
-3.40
%
-0.74%-1.24%-1.62%
-1.43%
-0.93%-0.50%-0.50%PVI STA = 10+15.85PVI ELEV = 5037.96PVI STA = 10+40.04PVI ELEV = 5036.86PVI STA = 12+13.95PVI ELEV = 5033.09PVI STA = 12+35.76PVI ELEV = 5032.82PVI STA = 12+57.24PVI ELEV = 5032.47PVI STA = 13+00.53PVI ELEV = 5031.85PVI STA = 13+29.82PVI ELEV = 5031.58PVI STA = 13+59.13PVI ELEV = 5031.43PVI STA = 13+79.25PVI ELEV = 5031.3393.3' VC
PVI STA = 11+33.36
PVI ELEV = 5033.69
BCVS: 10+86.70BVCE: 5035.28ECVS: 11+80.02EVCE: 5033.34A.D. = 2.66
K = 35.06
INLET C2
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND(-3.43
%
)
(-3.53
%
)
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
CENTERLINE
LAKEWOOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
LAKEWOOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
LAKEWOOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETEXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
20 PLAN & PROFILELAKEWOOD DRIVELAKEWOOD DRIVE