HomeMy WebLinkAboutEVERGREEN PARK REPLAT (NO. 1), BLOCK 5, LOTS 1 & 2 - PDP/FDP - 24-96A - CORRESPONDENCE - REVISIONSa
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FVE PGNT OF BEGRIPaW; I I
EVERGREEN PARK A PORTION OF SECTIONS 1 .AND ? 2 I 1
l T. 7 N., R. 69 W. OF THE 6TN P.M. CITY OF FORT
COLL NS, COUNTY OF LARIMER, STATE OF COLORADO
OEDICATiON OF SLOPE EASEMENT
EXHIBIT B
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It is understood by the undersigned that, by acceptance of this dedication, the Owner of Record
of Lot 2, Block 5, Replat (No. 1) of Evergreen Park does not have the duty to maintain the
easement.
Witness our hands and seals this jjj�dsy of 19C�J.
f
7RCOW Inc.
Shawn Archer, President
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this ��day of
19-W, by 4� 1,(/ .041. , f
AA cd A Inc.
Shawn Archer, President
Witness my hand and official seal.
NoYary Public
My Commission Expires: My Commisew EvItes
9/04/2804
ATTORNEY'S CERTIFICATE
This is to certify that on the ,�f�' day of &AWIAA� P- , A.D. 19 , I examined the
title to the property hereon described and estab ' d that the owners and proprietors of record of
said property as construed in C.R.S. 1973, 31-23-111, are as shown hereon as of said date.
Signatu
"L
Registration No. j 3 4 41
SEP-16-1997 11:22
0.
P.03
Sep. Srzt_'98 10 :26 FAX P. 2
RCPTN # 98080282 09/16/98 15:50:00 #
M RODENBERGER RECORDER, LARIMER
PAGES
- 3 FEE -
$16.00
-- COUNTY CO
STATE
DOC FEE -
EASEMENT DEDICATION
KNOW ALL MEN BY THESE PRESENTS: That the undersigned being the owner of record of
Lots 2, Block 5, Replat (No. 1) of Evergreen Park, City of Fort Collins, County of Laritner,
State of Colorado, as- recorded in Lariiner County records at Book 1157, Page 0128,
Reception Number 85405, do hereby dedicate and convey to the Owner of Record of Lot 3,
Block 5, Replat (No. 1) of Evergreen Park for their use forever hereafter a Slope Easement
described as follows:
Beginning at the southwest corner of Lot 2, Block 5, Replat (No. 1) of Evergreen Park, and
being the TRUE POINT OF BEGINNING of this description.
Thence continuing along the west property line of said Lot 2, North 0°00'00" West, 5.00 feet;
thence leaving said west property line and continuing North 90000'00" East, 383.00 feet; Thence
South 00'00'00" West 5.00 feet; Thence South 90°00'00" West 383.00 feet to the TRUE
POINT OF BEGINNING.
Refer to Exhibit B attached hereto and by this reference made a part hereof
Said easement contains 1,915 square feet, more or less.
/Return to Gordon Esplin,
P.O. Box 1067, Fort Collins,
CO 80522-1067
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LOT 3, BLOCK 5
EVERGREEN PARK A PORTION OF SECTIONS 1 AND 12
T. 7 N., R. 69 W. OF THE 6TH P.M. CITY OF FORT
COLLINS, COUNTY OF LARII•aER, STATE OF COLORADO
DEDICATION OF SLOPE EASEMENT
EXHIBIT C
FAX
P. 3
It is understood by the undersigned that, by acceptance of this dedication, the Owner of Record
of Lot 3, Block 5, Replat (No. 1) of Evergreen Park does not have the duty to maintain the
easement. .
Witness our hands and seals this (64 ^day of —� , 19 �g
4a1 e✓/ z '2
u man and bi n,-Inc
STATE OF. COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me thiq .LLday of Q
19 C , by Grid 5 si t '
ufman and o op,
�.
Witness my hand and official seal.
No try Public
My Conunission Expires: My Commission Expires
ATTORNEY'S CERTIFICATE
This is to certify that on the --- _L.(a1_ day of ° b °;r A.D. 19-'5E. I examined the
title to the property hereon described and established that the owners and proprietors of record of
said property as construed in C.R.S. 1973, 31-23-111. are as shown hereon as of said date.
Signature:
7y
Registration No. i 3 g 4 1
SEP-16-199? 11:14
Address:
d
P.03
Sep,16 4�-27' FAX P. 4
RCPTN # 98080283 09116/ 8 15
M RODENBERGER RECORDER, 1RIMRR
:50:00 # PAGES - 3 FEE -
COUNTY CO STATE DOC FEE -
EASEMENT DEDICATION
$16.00
$.00
KNOW ALL MEN BY THESE PRESENTS: That, the undersigned being the owner of record of
Lots 3, Block 5, Replat (No. 1) of Evergreen Park, City of Fort Collins, County of Larimer,
State of Colorado, as recorded in Larimer County records at Book 1157, Page 0128,
Reception Number 85405, do hereby dedicate and convey to the Owner of Record of Lot 2,
Block 5, Replat (No. 1) of Evergreen Park for their use forever hereafter as a Slope Easement
described as follows:
Beginning at the northwest corner of Lot 3, Block 5, Replat (No. 1) of Evergreen Park, and
being the TRUE POIIVT OF BEGINNING of this description;
Thence continuing North 90°00'00" East, 383.00 feet; Thence South 00°00'00" West 5.00 feet;
Thence South 90°00'00", West 383.00 feet to the west property line of said lot 3; Thence
continuing along the west property line of said Lot 3, North 0000'00" West 5.00 feet to the
TRUE POINT OF BEGINNING.
Refer to Exhibit C attached hereto and by this reference made a part hereof
Said easement contains 1,915 square feet, more or less.
eturn to Gordon Esplin,
.0. Box 1067, Fort Collins,
CO 80522-1067
YUINI Uh tSGGINNINU
FOR DRAINAGE ESMT.
TRUE POINT OF BEGINNING,
FOR DRAINAGE ESMT.
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N90'00'00"E 283.00'
PROPOSED 9' DRAINAGE ESMT
N90'00'00"W 283.00'
�7.00 2,54S.F.
0.0585 AC.
LOT 1, BLOCK 5
N90'00'00"E
S90'00'00"W 289.77'
LOT 2, BLOCK 5
N90'00'00"E
TRUE POINT OF BEGINNING FOR
ACCESS, DRAINAGE & UTILITY ESMT.
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EVERGREEN PARK A PORTION OF SECTIONS 1 AND 12
T. 7 N., R. 69 W. OF THE 6TH P.M. CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DEDICATION OF ACCESS, DRAINAGE AND UTILITY EASEMENT
AND DEDICATION OF DRAINAGE EASEMENT
EXHIBIT A
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EXHIBIT A
ACCESS, DRAINAGE, AND UTILITY EASEMENT DESCRIPTION
Beginning at the southwest corner of Lot 2, Block 5, Replat (No. 1) of Evergreen Park, and being
the TRUE POINT OF BEGINNING of this description;
Thence continuing along the west property line of said Lot 2, North 0000'00" West, 23.50 feet;
thence leaving said west property line and continuing North 90°00'00" East, 270.00 feet; Thence
31.42 feet along the arc of a curve to the left having a central angle of 90°00'00", a radius of 20.00
feet, a long chord which bears North 45°42'26" East a distance of 28.64 feet; Thence North
00°00'00" West 48.72 feet; Thence 3.01 feet along the arc of a curve to the left having a central
angle of 8°37'37", a radius of 20.00 feet, a long chord which bears North 04°18'48" West a distance
of 3.01 feet; Thence South 90°00'00" West 289.77 feet; Thence North 0°00'00" West, 58.00 feet;
thence North 90°00'00" East, 283.00 feet; Thence North 0°00'00" West, 88.00 feet; thence North
90°00'00" East, 100.00 feet; Thence South 0°00'00" West, 241.22 feet; thence South 90000'00"
West, 383.00 feet to the TRUE POINT OF BEGINNING.
Refer to Exhibit A attached hereto and by this reference made a part hereof,
Said easement contains 46,770 square feet, more or less.
DRAINAGE EASEMENT DESCRIPTION
Beginning at the northwest corner of Lot 2 Block 5, Replat (No. 1) of Evergreen Park, and being
the POINT OF BEGINNING of this description;
Thence continuing South 00°00'00" East, 16.00 feet to the TRUE POINT OF BEGINNING;
Thence North 90°00'00" East 283.00 feet; Thence South 00°00'00" West 9.00 feet; Thence North
90°00'00" West 283.00 feet; Thence North 00°00'00" West 9.00 feet to the TRUE POINT OF
BEGINNING.
Refer to Exhibit A attached hereto and by this reference made a part hereof,
Said easement contains 2,547 square feet, more or less.
ATTORNEY'S CERTIFICATE
This is to certify that on the day of , AD 19 , I examined the title
to the property hereon described and established that the owners and proprietors of record of said
property as construed in C.R.S. 1973, 31-23-111, are as shown hereon as of said date.
Signature: Address:
Registration No.
EASEMENT DEDICATION
KNOW ALL MEN BY THESE PRESENTS: That the undersigned being the owner of record of
Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park, City of Fort Collins, County of Larimer,
State of Colorado, as recorded in Larimer County records at Book 1157, Page 0128, Reception
Number 85405, in consideration of ten dollars ($10.00) in hand paid receipt of which is hereby
acknowledged, and other good and valuable consideration, does hereby dedicate, transfer and
convey to the City of Fort Collins, Colorado, a Municipal Corporation, for public use forever
hereafter a permanent easement for Access, Drainage and Utilities and for Drainage in the City of
Fort Collins, County of Larimer, State of Colorado, more particularly described on Exhibit "A"
attached hereto and by this reference made a part hereof.
It is understood by the undersigned that, by acceptance of this dedication, the City of Fort Collins
does not have the duty to maintain the easement.
Witness our hands and seals this /6 day of k O-Q y�10-p—r- , 19 9& '
fA641YLe.t., C,� auk
Owner of record of Lots I & 2, Block 5t
plat (No. 1) of Evergreen Park
STATE OF COLORADO)
) SS
COUNTY OF LARIMER)
The foregoing instrument was acknowledged before me this A day of /55b
19 5�? , by
Owner of record of
Witness my hand and official seal.
Notary Public
Block 5, Replat (No.
My Commission Expires: '7 —3! - Lo d /
Accepted by the City of Fort Collins on the day of
City Clerk of the City of Fort Collins
199
. - .
16' EXIST UTIL do DRAIN ESMT r
PROPOSED 97DRAIN ESMT
LOT 1, BLOCK 5
N90.00.00'w
3.
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LOT 2, BLOCK 5
Z SLOPE ESMT
1.915.00 S.F.
0.0440 AC.
N 90'00•C0' E 583.00'
Y
S 90'CG'GG' ar 353.00•
--'i.'.•£ 7GNT Of 6EGRM17 1 '
EVERGREEN PARK A PORTION Or SECTIONS t A.NO 12
T. 7 N., R. 69 W. OF THE 6TLI P.M. CITY OF FORT
COLL NS, COUNTY OF LARWER, STATE OF COLORA.DO
DEDICATiON. CF SLOPE EASEMENT
EXHIBIT B
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�/54 ' FAX P. 3
/J
It is undcrstood by the undersigned that, by acceptance of tlus dedication, the Owner of Record
of Lnt 2, Block 5, Replat (No. 1) of Evergreen Park does not have the duty to tnaintain the
easement.
Witness our hands and seals this. 1701ay of 1991.
ROW Inc.
Shawn Archer, President
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
T/'
The foregoing instrument. was acknowledged before me this /� day of
19_l1L, by
A.4 Cp A/ Inc.
Shawn Archer, President
Witness my hand and official seal.
_ rflaLIA�:�
No ary Public
My Commission Expires
My Cotnmission Expires: 0099,fe-Q—Ge1
•s,�ib. ,...,..a;,�''. �<,:
1 �
ATTORRNEY'S CERTIFICAITE
This is to certify that on the /(�r n day of IDS A.D. 19�, I examined the
title to the property hereon described and establisl d that the owners and proprietors of record of
said property as construed in C.R.S. 1973, 31-23-111, are as shown hereon as of said date.
Signatur .
Registration No.�3
SEP-16-1997 11:22
Address:
-Fo4- 11'-yl5 rz1
P.03
Sep.1rj.'98 10,26 FAX P. 2
RCPTN # 98080282 09/16/98 15:50:00 # PAGES - 3 FEE -
M RODENBERGER RECORDER, LARIMER COUNTY CO STATE DOC FEE - $16.00
$.00
EASEMENT DEDICATION
KNOW ALL MEN BY THESE PRESENTS: That the undersigned being the owner of record of
Lots 2, Block 5, Replat (No. 1) of Evergreen Park, City of Fort Collins, County of Larilner,
State of Colorado, as recorded in Larimer County records at Book 1157, Page 01289
Reception Number 85405, do hereby dedicate and convey to the Owner of Record of Lot 3,
Block 5, Replat (No. 1) of Evergreen Park for their use forever hereafter a Slope Easement
described as follows:
Beginning at the southwest corner of Lot 2, Block 5, Replat (No. 1) of Evergreen Park, and
being the TRUE POINT OF BEGINNING of this description.
Thence continuing along the west property line of said Lot 2, North 000V00" West, 5.00 feet;
the leaving said west property line and continuing North 90000'00" East, 383.00 feet; Thelicc
South 00'WOO" West 5.00 feet; Thence South 90000'00" West 383.00 feet to the TRUE
POINT OF BEGUNNING.
Refer to Exhibit B attached hereto and by this reference made a part hereof
Said easement contains 1,915 square feet, more or less.
/Return to Gordon Esplin,
P.O. Box 1067, Fort Collins,
CC 80522-1067
99 : P. 02
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LOT 1, BLOCK 5
14901010,00
LOT 2. BLOCK ti
SLOPE ESMT
1.915.0 S.F.
0.0440 AC.
n 90.00'00" E 383.00
:1ZZT�T-
5 90,00 00" w 383-00
LOT 3, BLOCK 5
EVERGREEN PARK A PORTIC14 OF SECTIONS 1 AND 12
T. 7 N., R. 69 W. OF THE GTH P.h.1. CITY OF FORT `
COLLINS, COUNTY OF LARIF:tER, STATE OF COLOR':DO
DEDICATION OF SLOPE EASEMENT
EXHIBIT C
FAX
P. •� ��.
J
It is understood by the undersigned that, by acceptance of this dedication, the Owner of Record
of Lot 3, Block 5, Replat (No. 1) of Evergreen Park does not have the duty to maintain the
easement.
Witness our hands and seals this Ao?day of , 19 99
9•
haurman and1116bin,,�on nc.
STATE OF COLORADO )
)SS
COUNTY OF LARLMER )
The foregoing instrument was acknowledged before me this —LLE day of e2
19 �8by
14Efifin and o nson,
Witness my hand and official seal. - yw")Qla�
Notary Public
My Conunission Expires: My Commission Expires
it •• H� � •�Ri r•.i'.A�.
'��•0 J'aJc•'•O l
ATTORNEY'S CERTIFICATE
This is to certify that on the clay of A.D. 19IC2 I examined the
title to the property hereon described and estnblished that the owners and proprietors of record of
said property as construed in C.R.S. 1973, 31-23-111. are as shown hereon as of said date.
Signature:
Registration No. 13 q ±t
Address:
SEP-16-1997 11:14 P.03
Sep. 16 4- 1 -2?
FAX F. 4
RCPTN # 98080283 09/16/98 15:50:00 # PAGES — 3 FEE — $16.00
M RODENBERGER RECORDER, I.'AMMER COUNTY CO STATE DOC FEE — $.00
EASEMENT DEDICATION
KNOW ALL MEN BY THESE PRESENTS: That the undersigned bein.* the owner of record of
Lots 3, Block 5, Replat (No. 1) of Evergreen Park, City of Fort Collins, County of Uuir, ner,
State of Colorado, as recorded in Larimer County records at Book 1157, Page 0128,
Reception Number 85405, do hereby dedicate and convey to the Owner of Record of Lot 2,
Block 5, Replat (No. 1) of Evergreen Park for their use forever hereafter as a Slope Easement
described as follows:
Beginning at the northwest corner of Lot 3, Block 5, Replat (No. 1) of Evergreen Park, and
being the TRUE POINT OF BEGINNING of this description;
Thence continuing North 90000'00" East, 383.00 feet; Thence South 00°00'00" West 5.00 feet;
Thence South 90°00'00 West 383.00 feet to the west property line of said lot 3; Thence
continuing along the west property line of said Lot 3, North 0000'00" West 5.00 feet to the
TRUE POINT OF BEGINNING.
Refer to Exhibit C uttached hereto and by this reference niade a part hereof
Said easement contains 1,915 square feet, more or less.
eturn to Gordon Esplin,
.0. Box 1067, Fort Collins,
CO 80522-1067
November 16, 1998
Project No: 1466-14-96 CCOfRPORATION
Mark McCullum City of Fort Collins Engineering Department
P.O. Box 580
Ft, Collins, Colorado 80524
Re: Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Dear Mark,
This letter serves as the response to your review comments concerning the final utility plans for Lots
1 & 2, Block 5, Replat (No. 1) of Evergreen Park. The plans were submitted on September 28,1998,
and the review comments are dated October 21, 1998. We have addressed the utility plan review
comments as follows;
Parkway Width Variance Comments:
❑ Thank you for you help and support on the variance request for the reduced parkway width.
Easement Dedication Comments:
❑ The slope easements have been recorded with the County on September 16, 1998. Copies are
attached for your records. -
❑ The access, drainage and utility easement is signed and attached for processing.
Master Improvements Plan:
k:
❑ A detail for a single or `one way" access ramp has been created and added to the detail sheet.
This concludes our response to your review comments concerning the final utility plans for Lots 1 &
2, Block 5, Replat (No. 1) of Evergreen Park. We feel that all comments have been addressed
adequately and a request for mylars after your next review is appropriate. if you have further
questions or comments, or if you require additional information, feel free to contact us at 226-5334.
Sincerely,
Lar/P. etcham, P.E.
Shear Engineering Corporation
Attachments
cc: Dave Phillips; Premier Custom Homes
Michael Ludwig; City of Fort Collins Planning
Tom Dugan, Pinecrest Planning and Design
4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 FAX (970) 282-0311
THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE
Now
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FIGURE 6
GRAVITY THRUST BLOCK
Ty T
TX HORIZONTAL PLANE
0 '\ 8
:' s0ti4 0�'�,„'
•QQ
- p ,•r e Q �-
SB
RESTRAINED JOINTS
An alternative method of providing thrust res-
traint is the use of restrained joints. A restrained
joint is a special push -on type or mechanical joint
that Is designed to provide longitudinal restraint.
Restrained joint systems function in a manner sim-
ilar to thrust blocks, Insofar as the reaction of the
entire restrained unit of piping with the soil bal•
ances the thrust forces.
The objective In designing a restrained joint
thrust restraint system is to determine the length
of pipe that must be restrained on each side of the
focus of a thrust force. This will be a function of
the pipe slze, the Internal pressure, depth of cover
and the characteristics of the soil surrounding the
pipe. The following Is a method of accomplishing
the design objective. As with most engineering
problems the exact nature of the Interaction of the
restrained pipe unit and the soil Is extremely
complex. However, limitations of the ability to
measure the actual parameters Involved and lim-
Itatlons on available knowledge of the precise
- '-•-••mention, require that a practical
design procedure be based on various assump-
tions. The assumptions employed in the following
design procedure are, in each case, conservative.
This fact together with the explicit safety factor
employed in the procedure result in a conserva-
tive design with an adequate overall safety factor.
The proposed design equation for horizontal
bonds (equation 7) and the suggested soil para-
meters (Table 3) are the outgrowth of a design
procedure originally proposed by Carlsen.'
Carlsen's design procedure was based solely on
theoretical considerations and was conservatively
limited to well compacted trench conditions. The
modification of Carlsen's design procedure em-
bodied herein is the result of full scale tests of
12-inch ductile iron pipe with 461 and 900 bends
buried In clay.2 The data generated by these tests
and data available from model studies with 2-Inch
pipe in sand3 confirm the conservatism of the pres-
ent design procedure. Future work in this field
should be devoted to large diameter -piping sys-
tems, with the objective of further confirming this
conservatism.
7
4
THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE
The following are general criteria for bearing
block design.
— Bearing surface should, where possible, be
placed against undisturbed soil. Where it is
not possible, the fill between the bearing sur-
face and undisturbed soil must be com-
pacted to at least 90% Standard Proctor
density.
— Block height (h) should, be equal to or less
than one-half the total depth tothe bottom of
the block, (HT), but not less than the pipe
diameter (D').
—. Block height (h) should be chosen such that
the calculated block width (b) varies
between one and two times the height.
The required bearing block area is
Ab =hb =SB
Then, for a horizontal bend,
h= 2SfPASin 0/2
h S13
(1)
where Sf Is a safety factor (usually 1.5 for thrust
block design), A similar or
may be used to
design bearing blocks to resist the thrust forces at
tees, dead ends, etc. Typical values for conserva-
tive horizontal bearing strengths of various soli
types are listed in Table 1.
In Ileu of the values for soil bearing strength
shown in Table 1, a designer might choose to use
calculated Rankine passive pressure (Pp) or other
determination of soil bearing strength based on
actual soil properties. -
Gr v i blocks may be used to resist
thrust at vertical down bends. In a gravity block,
the weight of the block is the force providing
equilibrium with thethrust force. The design prob-
lem Is then calculating the required volume of the
thrust block of a known density. The vertical
component of the thrust force In Figure 6 is bal-
anced by the weight of the block.
It can easily be shown that Ty = PA Sln 6. Then the
required volume of the block is
V _ S IPA Sin 9 (2)
G Wm
where Wm—_ density of the block material. In a
case such as shown, the horizontal component of
the thrust force
TX = PA (1—cos 9)
must be resisted by the bearing of the right side of
the block against the soli. Analysis of this aspect
will follow as the above section on bearing
blocks.
TABLE t
*BEARING STRENGTH
SOIL
SB (lb/ft.2)
Muck
0
Soft Clay
1.000
Slit
1,500
Sandy Silt
3,000
Sand
4,000
Sandy Clay
6,000
Hard Clay
91000
* Although the above bearing strength
values have been used successfully in the
design of thrust blocks and are considered
to be conservative, their accuracy is totally
dependent on accurate soil Identification
and evaluation. The ultimate responslbliity
for selecting the proper bearing strength of
a particular soil type must rest with the
design engineer.
THRUST RESTRAINT DESIGN
FOR DUCTILE IRON PIPE
Second Edition
1986
AL
IL
SHEAR ENGINEERING CORPORATION
SIZING A GRAVITY BLOCK
PROJECT NAME: EVERGREEN PARK DATE: 11/11/98
PROJECT NO. : 1466-14-96 BY LPK
FILE: THRUST
NOTES: DESIGN FOR GRAVITY BLOCK ON 4" DIAMETER FIRE LINE
REFERENCE: "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE"
SECOND EDITION, 1986, BY DIPRA
EQUATION: Vgb = Sf*P*A*SIN(THETA)/Wm
UNITS
Vgb = VOLUME OF THRUST BLOCK
** Sf = SAFETY FACTOR = 1.50
P = PRESSURE = 150.00 PSI
** P = PRESSURE = 21600.00 PSF
** A = PIPE AREA = 0.086 SF
D = PIPE DIAMETER = 0.33 FT
THETA = ANGLE OF BEND = 45.00 DEGREES
THETA = ANGLE OF BEND = 0.7854 RADIANS
** SIN(THETA) 0.7071
** Wm = 150.00 POUNDS PER CUBIC FOOT
Wm = DENSITY OF CONCRETE
Vgb = 13.06 CF
Vgb = 0.48 CY
CONCLUDE: USE A 0.50 CUBIC YARD GRAVITY THRUST BLOCK
CONVERSION 1.00 PSF,= 144.00 PSI
1.00 PSI = 6.944E-03 PSF
November 16, 1998
Page 2
Project No: 1466-14-96
Re: Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Master Improvements Plan (redlined comments):
❑ The note referring to the installation and verification of the water and sewer main locations
has been revised. The italicized portion of the text reflects the revisions. The note now reads
as follows:
"INSTALLATION SHALL NOT PROCEED UNTIL ITEMS 1 - 3 ARE
COMPLETED!!!
1. Verify exact horizontal and vertical location of existing water and sewer line
prior to installation of fire line lowering and deliver this information to Shear
Engineering Corporation.
2. Shear Engineering Corporation shall provide City of Fort Collins Water
Utility with updated fire line lowering detail indicating actual elevations for
approval prior to installing fire line.
3. City of Fort Collins Water Utility shall approve detail prior to installation.
• If 18 inch vertical clearance over the sewer line cannot be achieved, lower
4 inch fire service under sewer fine and concrete encase sewer line 10 feet
either side of crossing.
• See encasement detail on detail sheet.
• See fire line lowering detail provided by Shear Engineering after
horizontal and vertical location of sewer and water are verified.
• Fire line lowering detail on this sheet is for reference only until water and
sewer locations are verified.
This concludes our response to your review comments concerning the final utility plans for Lots
1 & 2, Block 5, Replat (No. 1) of Evergreen Park. We feel that all comments have been
addressed adequately and a request for mylars after your next review is appropriate. If you have
further questions or comments, or if you require additional information, feel free to contact us at
226-5334.
Sincerely,
Lar . Ketcham, P.E.
Shear Engineering Corporation
Attachments
cc: Dave Phillips; Premier Custom Homes
Michael Ludwig; City of Fort Collins Planning
Mark McCullum, City of Fort Collins Engineering
Tom Dugan; Pinecrest Planning and Design
November 16, 1998
Project No: 1466-14-96
Roger Buffington
City of Fort Collins Water and Wastewater Utility
700 Wood Street
Ft. Collins, Colorado 80521
Re: Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Dear Roger,
This letter serves as the response to your review comments concerning the final utility plans for
Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park. The plans were re -submitted on
September 28, 1998. The review comments are dated October 21, 1998. We have addressed the
latest utility plan review comments on the attached redlines.
Master Improvements Plan
❑ The natural gas line has been shown on the Master Improvement Plan, Landscape Plan and
Site Plan (previously the Project Development Plan).
❑ The existing waterlines and hydrants in the proximity of the project have been shown on the
Master Improvement Plan, Landscape Plan and Site Plan (previously the Project
Development Plan).
❑ The notes for the concrete encasement of the sanitary sewer main have been revised on the
Master Improvement Plan.
❑ We have revised and clarified the notes and details for the gravity blocks and thrust blocks.
The plan redlines requested verification of the sizing of the gravity blocks. Please refer to
the attached worksheet and excerpt of DIPRA reference. The 0.50 cy gravity block is
adequate with a design pressure of 150 psi and a safety factor of 1.5.
❑ The water services and fire lines have been extended to the buildings on the Master
Improvement Plan, Landscape Plan and Site Plan (previously the Project Development Plan).
❑ The "Sewer Joint Encasement Detail' on the detail sheet has been replaced by the "Concrete
Encasement Detail'.
4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226.5334 FAX (970) 282-031 1
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EVERGREEN PARK A PORTION OF SECTIONS 1 AND 12
T. 7 N., R. 69 W. OF THE 6TH P.M. CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DEDICATION OF ACCESS, DRAINAGE AND UTILITY EASEMENT
AND DEDICATION OF DRAINAGE EASEMENT
EXHIBIT A
EXHIBIT A
ACCESS, DRAINAGE, AND UTHATY EASEMENT DESCRIPTION
Beginning at the southwest corner of Lot 2, Block 5, Replat (No. 1) of Evergreen Park, and being
the TRUE POINT OF BEGINNING of this description;
Thence continuing along the west property line of said Lot 2, North 0000'00" West, 23.50 feet;
thence leaving said west property line and continuing North 90000'00" East, 270.00 feet; Thence
31.42 feet along the arc of a curve to the left having a central angle of 90°00'00", a radius of 20.00
feet, a long chord which bears North 45°42'26" East a distance of 28.64 feet; Thence North
00°00'00" West 48.72 feet; Thence 3.01 feet along the arc of a curve to the left having a central
angle of 8°37'37", a radius of 20.00 feet, a long chord which bears North 04°18'48" West a distance
of 3.01 feet; Thence South 90°00'00" West 289.77 feet; Thence North 0°00'00" West, 58.00 feet;
thence North 90°00'00" East, 283.00 feet; Thence North 0°00'00" West, 88.00 feet; thence North
90°00'00" East, 100.00 feet; Thence South 0°00'00" West, 241.22 feet; thence South 90°00'00"
West, 383.00 feet to the TRUE POINT OF BEGINNING.
Refer to Exhibit A attached hereto and by this reference made a part hereof,
Said easement contains 46,770 square feet, more or less.
DRAINAGE EASEMENT DESCRIPTION
Beginning at the northwest corner of Lot 2 Block 5 Replat (No. 1) of Evergreen Park, and being
the POINT OF BEGINNING of this description;
Thence continuing South 00°00'00" East, 16.00 feet to the TRUE POINT OF BEGINNING;
Thence North 90°00'00" East 283.00 feet; Thence South 00°00'00" West 9.00 feet; Thence North
90°00'00" West 283.00 feet; Thence North 00°00'00" West 9.00 feet to the TRUE POINT OF
BEGINNING.
Refer to Exhibit A attached hereto and by this reference made a part hereof,
Said easement contains 2,547 square feet, more or less.
J
r -
j � 1
ATTORNEY'S CERTIFICATE
This is to certify that on the day of , AD 19 , I examined the title
to the property hereon described and established that the owners and proprietors of record of said
property as construed in C.R.S. 1973, 31-23-111, are as shown hereon as of said date.
Signature: Address:
Registration No.
EASEMENT DEDICATION
KNOW ALL MEN BY THESE PRESENTS: That the undersigned being the owner of record of
Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen.Park, City of Fort Collins, County of Larimer,
State of Colorado, as recorded in Larimer County records at Book 1157, Page 0128, Reception
Number 85405, in consideration of ten dollars ($10.00) in hand paid receipt of which is hereby
acknowledged, and other good and valuable consideration, does hereby dedicate, transfer and
convey to the City of Fort Collins, Colorado, a Municipal Corporation, for public use forever
hereafter a permanent easement for Access, Drainage and Utilities and for Drainage in the City of
Fort Collins, County of Larimer, State of Colorado, more particularly described on Exhibit "A"
attached hereto and by this reference made a part hereof.
It is understood by the undersigned that, by acceptance of this dedication, the City of Fort Collins
does not have the duty to maintain the easement.
Witness our hands and seals this �/6 day of i(iao -0-, iQ2r , 19 9�
Owner of record of Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park
STATE OF COLORADO)
) SS
COUNTY OF LARIMER)
The foregoing instrument was acknowledged before me this /G 4 day of
19 5W by 10�
Owner of record of Lots 1 2, Block 5, Replat (No. J
Witness my hand and official seal.
Notary Public
My Commission Expires: '7 — 31 - L o c
Accepted by the City of Fort Collins on the day of
City Clerk of the City of Fort Collins
NOTARY
Pusuc ,
199
FLOODPLAIN USE PERMIT
City of Fort Collins Code, Section 10-37
(Attach applicationfee of $25.00. IJfloodplain analysis required jgg is $300.00)
PETITIONER NAME: Premier Custom Builders, Inc.
ADDRESS: 401 A. South Link Lane PHONEf (970) 490-6060
OWNER NAME: Arcon. Inc.
ADDRESS: 401 A. South Link Lane PHONE: (970) 490-6060
LEGAL ADDRESS AND/OR ADDRESS OF PROPERTY: Lots 1-2, Block 5
Replat (No. 1) of Evergreen Park
DESCRIPTION OF PROPOSED USE (residential/commercial/accessory structure/substantial
improvement/fill-excavation/other). STRUCTURE ELEVATED/FLOODPROOFED? IF
FLOODPROOFED DESCRIBE METHOD USED. Proposed use-office/warehouse
(zoned I -Industrial District.) Metal building to be elevated.
EXISTING GROUND ELEV:4969.4 M.S.L. FINISHED GROUND ELEV:4972. 10 M.S.L
LOWEST FLOOR ELEV (INCLUDING BASEMENT): 4972.10 M.S.L.
(Evergreen West
BASE FLOOD ELEVATION (BFE): FIRM 4970 ± . MASTER PLAN BFE4965.2 Regional Pond)
4967.4 ('Cross Sect. in
REGULATORY FLOOD ELEVATION (BFE+1.5') 4968.9 Drainage Channel
Sect. A *
FLOODPLAINNAME Dry Creek 'FLOODWAY (Y/N) N
Community Panel 080102 0004 C
• * VARIANCE FROM ORDINANCE (Y/N) N (if yes, attach variance application with
additional $300 variance fee -City Code, Section 10-38)
FLOODPLAIN USE PERMIT: APPROVED
DENIED
SIGNATURE OF PETITIONER ?04,yKZu QL&o,*n-n &m���eut ( S ATE [/ / y
SIGNATURE OF OWNER �+ �� Ctirt�Q, ��iu.V1� v Yl� �L1 DATE
SIGNATURE OF FLOODPLAIN ADMINISTRATOR DATE
COMMENTS:
'If property located in floodway include technical evaluation that demonstrates "no -rise" City Code 10-55.
"Variance Variance application can be obtained from the Stormwater Utility. Variance request requires hearing by
Storm Drainage Board.
* See Drainage-:& Erosion Control Plan
November 16, 1995
Page 3
Project No: 1466-14-96
Re: Lots I & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Drainage and Erosion Control Plan
• The dimensions of the riprap apron are now called out on the Drainage and Erosion Control
plan as well as the storm sewer profile located on the Grading Plan. A riprap detail is now
shown on the Grading Plan. There is also a note on the Drainage and Erosion Control plan to
see the detail on the Grading Plan.
• A 2' valley pan detail is provided on the detail sheet.
• The 100-year WSEL noted on the Drainage and Erosion Control Plan refers to the WSEL
with the limits of the Pond. The limits of the ponding are shown on the plan and a legend
indicates the type of shading.
• The limits of the 100-year ponding are now shaded on the Drainage and Erosion Control
Plan.
Sitework Cross Sections
• The High Water Elevation is only represented in channel itself. The 100-year WSEL noted
on the Drainage and Erosion Control Plan refers to the WSEL with the limits of the Pond. It
does not affect the areas that are represented by sections A -A and B-B.
This concludes our response to your review comments concerning the final utility plans for Lots
1 & 2, Block 5, Replat (No. 1) of Evergreen Park. We feel that all comments have been
addressed adequately and a request for mylars after your next review is appropriate. If you have
further questions or comments, or if you require additional information, feel free to contact us; at
226-5334.
Sincerely,
Mark Oberschmidt,
Shear Engineering Corporation
Attachments
Reviewed by,
Larr . Ketcham, P.E.
Shear Engineering Corporation
cc: Dave Phillips; Premier Custom Homes
Michael Ludwig; City of Fort Collins Planning
Mark McCullum, City of Fort Collins Engineering
Tom Dugan; Pinecrest Planning and Design
November 16, 1998
Page 2
Project No: 1466-14-96
Re: Lots l & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Erosion / Sediment Control Comments
• BMP details are provided on the Grading Plan (Sheet 3) and the Detail Sheet (Sheet 6).
• A sediment trap detail is shown on the Grading Plan. There is a note on the Drainage and
Erosion Control Plan to see the Grading Plan for the detail.
• The seeding specifications shown on the Drainage Plan are for temporary seeding only. The
seeding notes were requested after an earlier submittal. Refer to the Landscape plan for
limits and specification on the final seeding. Due to the size and character of the proposed
project, it is not anticipated "temporary seeding" will be necessary. Final seeding should be
completed in the prescribed schedule.
Report Redlines
• The redlined items in the report have been clarified or corrected as needed.
Plan Redlines
Cover Sheet
• The floodplain note has been added to the General Notes.
• The maintenance note has been added to the Drainage Plan.
Project Development Plan — now called Site Plan
• The ROW width is labeled.
Master Improvements Plan
• The ROW width is labeled.
• The bearings and distance are now called out for both lots
• The limits of the 100-year flood plain taken from the FIRM is now shown on the this plan.
• A vicinity map is not included with the plat because it is a recorded plat.
Grading Plan
• The outlet structure detail represents a 3' diameter orifice in all views.
• The hydraulic grade line is represented on the profile of the storm sewer from the detention.
'4'
November 16, 1998
Project No: 1466-14-96
Basil Harridan / Donnie Dustin
City of Ft. Collins Stormwater Utility
P.O. Box 580
Ft. Collins, Colorado 80524
SHEAR
ENGINEERING
CORPORATION
Re: Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Dear Basil and Donnie,
This letter serves as the response to your review comments concerning the final utility plans for
Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park. The plans were re -submitted on
September 28, 1998. The review comments are dated October 21, 1998. We have addressed the
utility plan review comments as follows;
Written Comments
The plat is a recorded plat. No work has been done to the plat for this reason. The limits of
the floodplain from the FIRM are now shown on the following sheets
• Drainage and Erosion Control Plan -
• Site Plan
• Master Improvements Plan
2. The outlet pipe capacity calculations can be found on pages 5 and 6 in the detention section
of the drainage calculations. The hydraulic grade line for the outlet pipe from the detention
pond has been provided.
3. The dimensions of the riprap apron are now called out on the Drainage and Erosion Control
plan as well as the storm sewer profile located on the Grading Plan. A riprap detail is now
shown on the Grading Plan. There is also a note on the Drainage and Erosion Control plan to
see the detail on the Grading Plan. Riprap calculations are now provided in the Erosion
Control Appendix (Appendix II).
4. Calculations show that during the 100-year event, the ponding will be confined to the limits
of the proposed pond and channel. The 100-year WSEL is shown on the plan and is shaded.
A legend has been provided which clarifies the shading. The flow capacity of the typical
parking lot section has been determined to be approximately 228 cfs. The Q100 to the pond
is only 12.49 cfs. The Haestads printouts are included in Appendix 1 for your reference. A
detail of the 2' pan is provided on the detail sheet.
5. The floodplain use permit and application fee is attached with this submittal.
6. The Access, Drainage, and Utility Easement has been signed by the owner, and is provided
for processing by the City of Fort Collins.
4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 FAX (970) 282-0311
.r
November 16, 1998
Page 2
Project No: 1466-14-96
Re: Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
8. The trash enclosures are now detailed as block construction. The details are found on the
Landscaping Plan.
9. A sample of the building material is not readily available. However, we have attached a
color copy of the Lester Uni-rib color chart and schematic view of the siding. We hope this
will provide the necessary information.
10. The requested revision to the trees has been completed on the Landscaping Plan. The
Landscaping Plan also reflects revisions based on the Amended Modification Request, which
substantially increased the trees on the north side of the project in conjunction with the
request to reduce the buffer to 32 feet.
11. The requested revision to the Limit of Development Line labeling has been completed on the
Site Plan (previously Project Development Plan).
12. A non -exaggerated cross section sheet has been added to the plan set. Landscaping is shown
as requested.
13. The building colors have been listed on the building elevations. The walls are proposed to be
"white sand", the roofs are proposed to be "Forrest Green", and the stucco accents are
proposed to be "Sahara Tan". A color chart is attached to this letter.
14. The mechanical pads have been added to the Site Plan (previously Project Development
Plan), and the Master Improvement Plan.
This concludes our response to your review comments concerning the final utility plans for Lots
1 & 2, Block 5, Replat (No. 1) of Evergreen Park. We feel that all comments have been
addressed adequately and a request for mylars after your next review is appropriate. Signatures
may be obtained from the departments and mylars held by you until the approval letter from Mr.
Zdenek is provided. If you have further questions or comments, or if you require additional
information, feel free to contact us at 226-5334.
Sincerely,
Larry etc "am, P.E.
She t Engineering Corporation
Attachments
cc: Dave Phillips; Premier Custom Homes
Mark McCullum City of Fort Collins Engineering
Tom Dugan; Pinecrest Planning and Design
November 16, 1998
Project No: 1466-14-96
Michael Ludwig, AICP
City of Ft. Collins Planning Department
P.O. Box 580
Ft. Collins, Colorado 80524
Re: Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park; Ft. Collins, Colorado
Dear Michael,
This letter serves as the response to your review comments concerning the final utility plans for
Lots 1 & 2, Block 5, Replat (No. 1) of Evergreen Park. The plans were submitted on September
28,1998, and the review comments are dated October 21, 1998. We have addressed the utility
plan review comments as follows;
1. The land use breakdown on the Site Plan (previously Project Development Plan) has been
revised as requested.
2. The slope easement with the landowner on the south of the property has been recorded with
the county. A copy is attached for your records. _
3. Information has been sent to Mr. Zdenek, representing Bayberry Development, the
landowner on the east of the property for his review and approval. A copy of Mr. Zdenek's
previous letter of approval for Lots 5 & 6, Block 5, is attached for reference. The discharge
from the current project, Lots 1 & 2, Block 5 is directed to the pond that is in an existing
drainage easement which is identical to the request made for Lots 5 & 6, Block 5. Mr.
Zdenek's previous letter explains that the current easements around the regional pond should
be sufficient and states, "No additional easements are required." We anticipate that the
requested letter for approval will be similar. When Mr. Zdenek's letter is available we will
forward the letter to your office immediately.
4. The modification narrative has been revised. A copy is attached.
5. Landscaping is in fact located in the 7' landscaping easement, and the 9'drainage easement
and the utility easement. Based on discussions with Basil Hamdan at the meeting on
September 3, 1998, he indicated that planting could extend into the easement provided that it
is above the calculated•100-year water surface elevation. A note has been added to the cross
section sheets indicating that, "No trees or shrubs are to be planted below the elevation of
68.50 feet. This is to provide at least 1 foot of freeboard above the anticipated HWL noted
on each cross section".
6. The Project Development Plan has been renamed "Site Plan", as requested.
7. The mechanical pad for the building on Lot 1 has been relocated up to the north east corner
of the building. The new location provides screening with the proposed landscaping and
trees.
4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 FAX (970) 282-0311