HomeMy WebLinkAboutFISCHER PROPERTIES - PDP220007 - DOCUMENT MARKUPS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTS (4)X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XCC C C C C C C C C C C C C CCC CCCCCCCCCCCCCCCCCCCCCCC/ / / / / / / /C5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
6' SIDEWALKSPRINGFI
E
L
D
D
RI
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE 5' SIDEWALK5' 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'
8'
9'
9'
18'
(TYP.)
8.5'
(TYP.)
15'
(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
26' EMERGENCY
ACCESS
EASEMENT
9' UTILITY 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
TRACT B
AE,DE,UE
DRAINAGE
EASEMENT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND
TRANSITION TO
DRIVE-OVER
CURB & GUTTER18" VERTICAL
CURB & GUTTER
31" DRIVE-OVER
CURB & GUTTER
18" VERTICAL CURB & GUTTER
30" VERTICAL CURB & GUTTER
PROPOSED
DETENTION POND
DRIVEWAY APPROACHES
TO BE REPLACED WITH
VERTICAL CURB & GUTTER
PROPOSED 2'
CONCRETE PAN
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)BIKE BARN
(RE: LANDSCAPE)
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK19' (TYP.)
TRACT A
AE,DE,UE
5' UTILITY EASEMENT
5' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITYEASEMENTSOUTH SHIELDS STREETCALL 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 CONSTRUCTIONREVIEW SETof 16
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
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 CITY OF FORT COLLINS STREET REPAIR STANDARDS.
4. 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.
5. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6. REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
DRIVE AISLE ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PARKING STALL ASPHALT PAVING
PRIVATE CONCRETE PAVING
HEAVY DUTY ASPHALT PAVING
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE FLATWORK
ASPHALT PATCH
RAIN GARDEN BIOMEDIA AREA
C 300CIVIL SITE PLAN 4
WHAT DO THESE DOTS
REPRESENT? REMOVE
IF UNNECESSARY.
SIDEWALK RAMPS
SHOULD BE PROVIDED
FOR ADA ACCESS. ALL
SIDEWALKS, RAMPS,
AND DRIVEWAYS ARE
REQUIRED TO BE ADA
COMPLIANT
THESE SIDEWALKS
SHOULD CONNECT
City of Fort Collins
Development Review Engineering
Tim Dinger, P.E.
Date: 09/19/2022
X X X X XXXXXX X X
XXXXXXXXXXXXXXD
D
D
D
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
T
ST
FDC
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUD UD
UD UD UD UD UD UD UD
UD UD
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPL
A
S
T
D
U
C
T
I
L
E
I
R
O
NUDUDUDUDUD DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
NYLOPLAS
TDO NO
T
P
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LU
TEDRAIN
S
TOWATER
WA
YS
DO NO
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UT
E
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RA
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TO
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A
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RW
AY
S
NYLO
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N
31.6630.8930.9031.0931.2131.6731.4731.003
1
.
3
9 31.063
1
.
1
7
31.6332
.
4
231.6731.79 31.6431.803
1
.
4
9
28.210.6%
3.2%2.5%0.6%2.9%0.5%0.5%0.5%0.2%1.0%2.1%2.4%2.1%2.9%SOUTH SHIELDS STREETWESTWARD DRIVE
5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK27.87(27.62)(31.13)30.350.8%1.4%1.3%
0.6%0.5%PROPOSED
DETENTION
POND 1
31
.
0
4
31.04
31.10
31.1030.55
30.55
30.80
30.85
31.26
31.23
31.43
31.23
31.23
31.51
31.48
30.9
031.7630
.
9
6
30
.
9
8
TRACT B
AE,DE,UERAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM INLET
PROPOSED
CURB INLETPROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORMTECH
CHAMBERS
UNDERGROUND
DETENTION
POND 2
DRAINAGE
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
30' SANITARY
SEWER
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
RAIN GARDEN
BIOMEDIA AREA
PROPOSED POND
OUTLET STRUCTURE
26' EMERGENCY
ACCESS
EASEMENT
CONNECT TO EXISTING
STORM DRAIN
EXISTING 21" RCP
STORM DRAIN
EXISTING 18" RCP
STORM DRAIN
PROPOSED
TRASH ENCLOSURE
FFE=32.92
26' EMERGENCY ACCESS
EASEMENT BY
SEPARATE DOCUMENT
(33.39)(3
3
.
9
0
)(30.65)(30.53)27.71
27.90
28.09
(28.12)(28.60)(29.00)(29.50)(30.43)30.74
30
.
7
330.6831.3031.4231.9331.1331.6030
.
9
7
31.4631.2531.3931.2431.2931.4531.2
431.4131.6431.8531.9931.6530.89
30.9
8
31.37
32.14(3
3
.
3
5
)30.2831
.
1
7
26.8332.1932.1630.6630.6331.5630.2830.3131.8530.3110.3%0.5%29.7632.7332.3732.9231.040.5%OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
±37'
FL-FL 60' ROW
PROPOSED
ROOF DRAIN (TYP.)
BIKE BARN
(RE: LANDSCAPE)
BIKE BARN
(RE: LANDSCAPE)31.4031.6529.8131.8631.8431.4431.3830.7632.2532.25 32.2532.2532.0532.2531.5231.0629.1629.4330.5931.3431.9232.1227.520.5%31.7532.0831.2531.3227
.
7
030.4730.9430.4530.6431.2332.2532.0432.9231.7932.2231.5232.2531.4132.2531.2832.2431.3432.0331.5631.1431.0831.1231.0
8
31.0531.4
0
31.3
1
31.1031.7831
.
9
731.9231.7232.9232.2531.8331.0031.6431.4631.1231.9631.7631.6431.3531.4631.4831.5
331.2731.3232.3226.98
32.173
2
.
5
9
31.68
27.3826.88
0.6%
PROPOSED 2'
SIDEWALK CULVERT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.3131.7231.6231.9032.0032.0732.0331.4
131.5031.8831
.
7
931.7131.762.2%
0
.
5%
0.5
%
2.6%0.6%31.50
30.26
30.830.8%0.5%31.0331.3630.6230.700.5%PROPOSED 2'
SIDEWALK CULVERT
31.1130.6330.3630.2031.1631.6631.1631.3431.0230.10
29.1129.1127.9928.2328.2
3
28.4
8 28.4830.9130.9128
.
2
4
28.0830.8631.0530.7731.0530.8429.5228.8230.6727.97
28.1
4
31.3430.9130.590.8%30.9130.7531.1331.1331.4431.3631.8932.2531
.
6
631.250.5%1.5%1.5%
31.02
30
.
9
8
32.04 30.8730.2831.3131.16
34.1934.1234.0433.7527.6227.1526.8527.6531.8132
.
0
1
32
.
1
0 32.0032.0231.9731.8531
.
2
3
2.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%
2.0%
2.2%2.8%2.5%2.8%1.
6%1.6%1.8%2.2%2.1%1.6%3.4%
2.4%2.0%2.1%5.6%6:
15:15:14:1
4:1
4:1 6:14:14:18:14:1
4:1
4:1
4:1
5:1
5:1
10:1
9:1
8:14:16:1
5:1 4:1
4:1
7:1
6:15:16:17.9%6:1
31
.
7
431.4531
.
6
531.9931.58
31
.
2
91.0%1.0%6' SIDEWALK
0.8%0.
6%0.5%2.4%2.1%1.1%31
.
4
6
PROPOSED
CURB INLET
PROPOSED
CURB INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
31.25PROPOSED
AREA INLET
PROPOSED 2'
CONCRETE PAN32.921.0%0.7%31.5732.252.0%2.3%32.8232.3432.331.5%1.5%3.2%
2.0%
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
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 CONSTRUCTIONREVIEW SETof 16
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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
C 502GRADING PLAN 10MATCH LINE - SEE SHEET C 501 PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45)EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
C 502
C 501
IS THIS IN THE
CORRECT LOCATION?
IF THERE IS ACTUALLY
AN EASEMENT HERE,
SHOW THE LINEWORK.
City of Fort Collins
Development Review Engineering
Tim Dinger, P.E.
Date: 09/19/2022